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HomeMy WebLinkAboutDrawingsI I � 11 � I . . . 11 " ,, ''. � �_, . . � I I " I I � I . � I .. I I 11 .. � I -1 - I . I . I 11 I ,­ -, - ______ __ - , � 1. I v 5 , , ,�,, N\% I * �, � , 11� . I , 51 li� I , . " , I � I . I � �. .1'1_�4 !". " �,�N \N, . ,;. - I I I I I 1��;�% . ,_ I . . \N111 N SITE PLAN NOTES: � I LANDSCAPE REQUIREMENTS -PHASE 2A: � - .1 I ExIsitrigFbase I I I . e� I 'I, I __ I � I : I 1 ee , %i� %, IV I �, 1. Name of Project:. Lakeridge Townhomes . . � I . I - I- '� ".- I \X '11�11'11'11' : ;0� -Butler Road, � �, � f. 0 11 . � �r �, -, �-�-, �� I �, 1 2. Legal Description:1 198 Jones :: � .11 ­�, I I \"X" I �e I PHASE 2A SITE AREA = 1. 46 ACRES I . I., nnary, � Oily 11, 0', - I 10 � . College Station, Tx 1. � � . I V) \\ � � � . �, \ - 'I-, I . � � I I . I I - I 1. 46 A CRIES := 63,59 7.6 SQUARE FEET/1, 000 = 63.6 x 30 = 1, 908 POINTS : - - � ,��.,� I I I ,_ .., . I \ "ndo R \\\,\,\"' . - I . - I Hre V, N,\\ .1. I . 1 3. Owner: Lakeridge Living LP . . . 'am �, `�bbvwvf. - oily \\ "� \\% I � . � I . � A Texas Limited Partnership I � I- 11 �� , . I � \ 7 . 'I - \X1 I � � � oly Dlutp mop � \ I ; I PHASE 2A RIGHT OF WAY = 24 7 LINEAR FEET (Harvey Mitchell Parkwa � � - ,,� \\, * I I � _. PO Box 10028 � Y) :'I I \ 1 I. X 0 ) 0 ng Drive Phase 1 , 14' I I 1 I I I - Inch n manom., ,�, - I I . I . 1, " 1� I � . ) . ,�,-,�\ C I . . College Station, TX 77842 247 LINEAR FEET150 = 4.94 x 300 = 1,482 POINTS - . " -11 I � 45�il'11_0&, Bermudagrass Sod � " -�1'5,�20,\ - 1 4. Engineer: Mitchell & Morgan, L.L.P. I I I q, . f Existing Phase I \ ;,�, 1'. , ) I . � , a Rose ", -�" Wf. � � , 1� , 511 University Drive East, Suite 204 LANDSCAPE ARCHITECT PLAN PREPARATION (Texas Registration 2673) , 511V _R,��`,, - i , "'mi �1'1_ 0 - I - _y '.11", ,-5 I " I : �- 11 ­,_,�g " 1'.2" \\\ ,� 'Ti" , . . .. .. . � ''\ I I ,.,- ,��,�,, It t 1-1 � . � I . I I . � i � nN _1P 11 - . I College Station, Texas 77840 . � - � 6� . . . . . . �\ I, - � ',,i05 I I I � 3,390 x 0. 10 = 339 POINT CREDIT 7 I 1�211 _; '�,, \ � elon Red Cra yme mum -1 run I I � I . I V 1W .. . 14 �i,��",�rl,���"",��,,,,��,,'?�,,,��,,,��,��",---,,R,�f"t��,���i k- 1 (979) 260-6963 11 I " - , " __ .1 \ 'A I � I I " '� . �,ffl 11i'T�`��, ,,,,,, "'I'M , � 1 11, 114.12@'T`��l , - . �_ _021A .­. �, -- � , ,Iilliil,111� �,','� g-2, 0',ig� %- ,,� % , �� IMP ,,�M , ,r � @"'4,011�11i3O, " \ I I "I' " 1, 5. Zoning: R-4 (Multifamily) �q` IF11=P,111 11 "'r I IVI 7�. � I I ( \q il, ��P,51, wg_\ \ (4) 1 % ___\_..::_1 , � � 1, I I I : � . I PHASE 2A POINTS REQUIRED = 3,390 POINTS TOTAL W Ir .1 ,� I ,��_�Mn�33 , �,�,',,, I I '71-. 1 -, 1- ?IDUIIUIU Holly i � � -,. N�',, �L,�',q + 6. Existing Use: Undeveloped -Vacant . ,"f , 4 ,,f , i;�,L,��, lt�,, 1� " . �f � I - r1ope OL� I I ;�,_. \ . I "I � "I 1.1111`��11 ,�,i,4",.-�,lllill�", _13 Blue ' \ �,"'t", I 11 - Proposed Use: Multifamily 3,390 POINTS - 339 POINT CREDIT = 3,051 POINTS � �)p 1. 11 10- - - ,� .., I , ,�. \ (1 , , - 1-1 I �, 1. I , -�.Jlhdlan H M 1111, : 11 " ­ " ---- ' , ", i'l-1111-`11 - ___,_---,, C� \ , ��' . � I ,g,--,- �q,,,g,,,'�,'-,,�� _P I 111'1R, -1-1 1 7. Setbacks: Per City of College Station Ordinances , L, . �­ ,,,"g, �01 I , , , I' �AIM1111111 0� g"111, - _g ,,,�g ,J \\ Holl (4) �\ 1- w"i"'i ____ _- � ""'N' 1",�,""r `11 % ... ... Z 1.,,', �"_` I I �i-"�,����,,,--,�,��-�,�---I'i�',','�,��,'�,'��,,',.'���,-�,'�-,,'�.1 1k . I I ., �t��,�, i 11 � Phase 2A Area: 1.46 PHASE 2A TOTAL POINTS REQUIREDtI3,051 POINT :�� . _ � �� ' , 9 _� I ,� - 8. Overall Site Area: 16.40 acres I � " I'll., @ - � I I � - I I ", '' , _1 - _R, �1�111_i - 1�1 -1 Blue -.1 ,�\ N�,�,�, ; "" p "R!, �'ll�,�,,���'I'�"I"�,�,�'I'l"�,�,,,-�"""-"��, .� 1_1 ;'­"' � � t t t q %�� �,11 R , ", I I- , 1 le", �__�___ '1?1" �-, �_ ,g_,,,,,,ii,,,, '-' -, "I r tl_. � � "'" 1� I ,�--r�f""I-�""��""II'lli�'llI �, f. I _ __�_� _i�fZ4,1,1 \ Tl� \ , ", Acres I v',"-i"'-',,,',,�",t--"�',�'�-, n an HGWMo � " �1_1,',,T,h"A�,t&� ,, � ,,�g­-,,_-,,,,',-,'t , 5'�11- �, I 11 I " gm -1,11 1111111;t �4\) 11 �, 41��11 g1g, I . %., \ R".-a"'I"'11 urruru nully ... � - ��,,_'11111N.l -M ". - 0. , I P1, (2) ,,,\,, \`­" 1r_;" � . I PHASE 2A EXPRESS WA YIFREEWA Y LINEAR FOOTAGE = 248.25 LINEAR FEET ___ I N 11', I'�"I'�""I"-""""t��I'll"� rRii',� j,"111 111�, el i ,�-,,� ,,� ,,� ,,g ,,g�,,g� I .. ", "� � 11��,, I I '��� B 2-9iV6,priqPe.;, Big Blue Urlope�—'�� I ,�'v I I I'll I,, � � I �, \ I I 11`1 il 11-,1,'§-.,N 112 , ,, A + ," I ,� ,,I � � -,i,101 � , I" '�, ��,, \ -t 1�11111�11 . �!� ;; , ,; � , d , `�, '41 I "I ,�, I " I , 1311,11 AA, -, . -year floodplain I Z�_, % " . �1, � I I- 1�'� �', ,?T , This site does not lie within the 1 00 , 111-1 1 __� � _�1'�5.1�1�,',�`, Ni I , I � , ,��,,`m',, 248.25 / 25 = 9.93 � I I ' _+:. I boundary per FEMA's Flood Insurance Rate Map panel . � ,Z � ,�,,,�',�.�n-,�A"-',',,f�"er",I��, I Jolo ,�� 1 6) 1 , . I ; I . I W ", �111',' ,I I Dw0urfor(�--H, . 11 � � ��,-""�,�-,��.-��i�4,i�,,�"""�',,i�,,,', ,�,,,,�, I ) '�, Inulun T1UWI1 IVff I , i � � \ ,,, � � I %.2 I \N� 'Qp- gg-,� - 1�__,, � � -q, q'� , , my 48041 �,,��-,�, " "I"I"g" jgz i @ �', \,I 6,_� ,, ,,g " � ( CO 1 82 C. Effective date: July 2, 1992. ", _ I ,� _",,_,_., V'�,,,��,,-�') 1� e - \ ,:�_ I -CANOPY I � lv�ll \ \�� , ,,,A) + ., �� I ,----' \ ,� ..... �_­ I - '!a !� �,'���?4"""�,,�,�,,�,,���,�,�,���,,','- 1__� - - ­­­. "W'' 1IUlIMUWtk0rr44;. _Wf. __ PHASE 2A STREETSCAPE REQUIREMENT = 1 0 CANOPY OR 20 NON �1� %41�',�-�,-�"it""I'�,�,'�'ll�,'�l'.1��-1"I __ "Wf - ��'-"��il,�e�',���,,���,�,�,',,,',,'�,,,�', 7REES xllffPII�JVIIIIM Ap� ­111_,� ra riuly—, � \,-_'�, ,�'?ii�"Il'I'�'i'lil."�ll"�,�,'�,,�"-"�'�,�,"�lI 'N 11, - . r - V�111�111R�,,.!%�_i - ' "I- 11 . I r . ..... . �' I*_ ue' - 110`111 I , ., I I �'11, IN � Ig BI ,111 I ___ � 'L - n qrFl ­,�,� , �r�,��, I L ! ; , -P 7IVJJC7, "I"ll" � , '� . _�,,�t'�t� �� � ,% , � -- ee,e , , , - 11% ""I (2) "'�,� , ' \�g',,,,, ,,, � - " ffi� , I L 1�111111 I � -4 la , I -,,I I , - � ,p X . 1_1 ,�1.1�1 I ,­"�', �, ". 21 ` i; I I �, " 11 - lue upip I I L ::10 I "­ W I 5 , , � A L — " 1 04�$,,� 1� I I � I 1 4 11 'L , gL,­ �� � I �, ff) , . . . '% ,,,� %g,m�n,�_ '� I'll - . W."N" 1. 4) , �� I -, , � ` , , , '_� ", - �, ,�- I - , ,;,7�� Iff;1,0" C� 11 �\,_ , LR,;,�611, M�, _ � N IRN , L ,\, , , . - I � 0 IfC o I 011'i 111"';'111' , I I- t 1�1, POINTS PROVIDED: 4,406 POINTS .... -1 �_, �% 11�`,,� � i �',� ,.- I I - I ... L ,\ \� �� 1�114 1� - \ �� �� 7 - - 11 i I: ­111L�­, � � . Burf rd - k� , . L�­ 6R­ IX ,� - 1�1 I . REES PROVIDED: 10 - I 11 ", L ,� ) " e , , I 0 � __� , " \ 11 I I- �� , �o,,,\ ' a 01 '� � ,� ,_� STREETSCAPE T " L 111- � '" 2) � T "" I I - . .11 I k, 11� , ... f(� � �!� I 11,,� - " lue 1.11110foe I " . L I I I . i ,'� . � . 0 i_ :�v - I I I 1 I N"_­.-'­,�Ag­'r,- I . 5� , ) I 1+ I -, , , \ . � � , 43 - I I I L I - L . L, � L L I L ­ :- I ian h noii�- - '11, , I Use -L �, ­'". - �,,,_,l �, , I WE � I - , k,,&, I - - z ; I �,\\, I , ,�. i 41: !Ulu[ I Pep ` ,'4, ', L I - - - i - , 11111­1'11,� �� `�l - 1U, 4 � X ,, ,_� � I 'g : � - .1 � I I I 1. , I " _IWO�, 't " ii � I � I \ I I L I L . L - L - . I R I - _` "fl '_� , " "11% IMM"'i 1'111�_ ill", 'I�"--",-",�'I'll�""""-"R - " -_ 1011"'�111 , I., ", I �, I _�` 1, I 11 I - � I . I . I L - I L L `��, I," - 11,11,111 I 11"ul"'1�1'1, \'k \ "I'll i I'll I \ (9111- 1-1 - - I I 11 I I I ,_�_ IN 10- ,;I,� ,'T��!2� , & 11% �,1_11,�11`1'1�`14 13�1001,`11WW` To"'I"11111,10 �, � __ PW.SOUTH HAR\/Ey MITCH — 4� i I ,� I �1�i I I � COLLEGE STATION I I I CITY LIMITS - 11 .4( k1k N.T.S.. /_ \ .� ^ � / I VICIN]TY MAP S D G - . ��\,>NDS � \%. . -_ t, ­"o I f�pl e IN, � L I ?W ---- -�'Zx �Q 4 i�- �& 'A 1-oy� 1:�i 11',A M LU 43 , . I I cc i I * , CID �! : i ! r I � 1�1_11', ''�\,:�� I ASS�j I I � L I F - : ��! . 08-16-11 1 1 ��� 11 I - - I I L \' \ , 11� I \ ,__\ L I - LjM�1111 I I I IL - I I I ­ I I i � �Xjfflfl,�"'� I ,��'ll��'l-,�"Ill,"�L.�911,1�,L�'I'lli ,`,',,-,�`,�e��,, � -1 M, - I I I , " -, I 'I. I \./ � , , Tn V ; _ 1-1 I I I I � �� I I I . 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W - 11 I 11 \ ���­, I X ]Rl�li�,',�,,,,,,V, �,,�i"�""-",�;�,i���i"�,?""�,,t,�-P ". -�, C 1`11�' ; -_ �" ) ",", "I �,,,` �i rm__ I - 1,1.1111K I �i_17_ ", 11 ,,L , 11,1111,�"R31-iRN LL I I L I I - , " I ,� �111_ li - \ ,,,-,,,,,­.,w�,_,-,- �g" I - ��' L \\\ I li'119,., I. 411,11-11-1,11i ermudograss Sod � - ii� I � NO - L I I I I 1'\� -K I '-"'---L,_ , - 11 - §� L , , , , 11 1*11-1-111 M, : L , I N " L', !; ,�,�,.>­ -�,� , MR X111,11", ,11 " I - L M,_11, r \ I � � , , �i ,- . -,,r -,, , � ,�IRI � - � �+'n ,� , 11 I L , -, 1 N , , � - lm,p t " "N, . , I ,�� I - L' 'S � -1, ___ " S 11,10 _N I -) SIZE REMARKS �_%r I i ; I � L - I 0 d 14 1 Burford Hell " g I I � , I _ CANOPY TREES QTY COMMON NAME / BOTANICAL NAME �OINTS EXTENDED v,,,-,*, , , 111111'Ll� R�M, � — R11 -1 L I I I "y"'g@MT §"L_N� V_ I I ��_ . - - 1,11, ; - I g� "i"", """'-p",� -- " I �� 'p�'��,"'-Z���-"-"�,":"'�'-'�""H�i I ,'.g ,a,-,og 1',,,�-,��F""�j,�,:�-.,l'���,,��,.""T��� �_ ., _ I 1 -� "", "L, L I �­ '' _�_ , - L' I L I � " I ,:, 001, * Prepared by: I I � I I " 1, ", , I I , W V.111 00� �,, I I \\ 1, 111111,111 11�1� ��T,51 I %` - ", I Z I � I'll I , '' .1RI-­ _r ­ ,,1111111111­1.­�"i I I 0 2' Ht, Straight trunk, 6'-8' Spread 300- 300 _,`I� I I i I I I � ;�,_ � jp�L��' L I I/ Chinese Pistache / Pistacia chinensis Container 101-1 "1 Jeriemy Greenhaw,RLA No. 2673 � I I - ��E`��",' , " , I � I I NO �il I 1-11 I � ku Jima Maid Grass . � I -Ili 1 � I I . 0- Full Branching, 3.5" Min. Caliper @ 12", Specimen ��_,6 1 979-777-0065 1 `4 ; I I I IR, - 11 R�','1�15 g ` I L � I 11 11 ­ "a" ,4J S _' 5 01 T , , I "I � I I . - I I - � � .. \ , I .. I ".. I _e - I I 11 nfic I I � . ��, 4 �, ", I I 11 00 jeremygreenhaw@gmail.com I : � \ .dl, 2/ Southern Live Oak / Quercus virginiana Container 1 U-1 2' Ht, ,Straight trunk, 64 Spread 0 0 , � I � I "I , . I 11� , � I I I 1�_,_ , _­ I I 11 I 5 tg � � I � I 8 .1 � I ,1,g� , � � I Full Branq ing, 3.5" Min. Caliper @ 12" Specimen 1� , , "'- I _,:�Al . I () I - � I I \ ' Belindas D . . st Mul.- �1\ ���?�,�,�,,,,-,�,,�.,!,�,,,',,'r�,�\ . \ �1'1��,'�1111' I , � --�!­, I I Ht, Straight trunk, 64 Spread 300 300 "1`1 I, I ru" ',,\, ;,;�'- I '\\�, � I I � � I ( �,\ M �" g , . \1 , 0 1// Bald Cypress / Taxodium distichum Container I U-1 2 ________� I , �', I A (2) 1 1 �� 11 1111,11 ,­ " I I � - � I �, , 819 plu" 0 1 , , N1,011- ,51\ _,�� I >� � , , - OJ ,�,M,11 -Min. Caliper @ 12", Specimen _R.1,�,111, I ­ ­- I , 1, I I I , - f; - 1 �,5',',',', " 1, III` I Full Branching, 3.5" Z I , � . I :.* 1_51' 5,�gp gm \ I .0 "I �� i � - I _­ - ''(4), 1 '�\ �,.__al_`, I I ,POINTS EXTENDED -1-1 I VI-) : ) \ - A , " ' \\ lem, lq�§',,�,, �Iz",��"F�,�',�-�,!�,,�,,�,��il'�-,�- NON -CANOPY TREES QTY COMMON NAME / BOTANICAL NAME SIZE REMARKS. . Piil`,� , , ' ' I � , I I . �, ,',,`�8�1,',' �, -H " -1, - , -99 do$ Dream R — 11;'11,� I I , ,r� 7 1 " \ Indian awth _* , — �, I 1��, // � � \ (4) ­ ' _11� � � �, I � I I I �­ 9) `1171 L: I Ind Dam, ---' Ta 1 " I 10"11ft .. .... 4"", . - 11 N11 � �C,jff7` , -',�\ � 1. I Blig �81u'e Ud "4el " _rl_�_\\ 11 . 1 3/ Watermelon Red Crepe Myrtle Container Container 8'-10' Ht, 6-13' Spread, Full Branching 20 "It" '?, "4 \\ � 1,1� 0 , - - ­,", I I - � ,.[ . ­ . , M ""', - �&� W "I ,� I ", `��'?-,,�, � "I .." ", . _� -) Gulf o yu �., �'1111`?1�1`111 . ''I �� I , - ( �,� �,, , I X\ I i:'_, � Q 3 Even Canes, 1.25" Min. Caliper, Specimen L_ ; �� "� ,\\ �;! I - Lagerstromia indica 'Watermelon Red' I 21! I 1-1 � � I.-, , I 0 1 � I \\, - I " � �Z�, ­ I / �R �\\ - I n larfHawthorn,\, . "I'' . I I � : 0i � "D : I 1// I a I \ urford Ili . � 1� 11 ��,,,,,,', -, - : I k I --. g I I � - � , ,,�� , �""'tm�, 4) I I '_�, (4) " � i"'! - - " L_ � , ) � , 9 ,��, - I / L I .. . I ��11- `1'1� - ��_ I POINTS EXTENDED 1-11 ,,\ I I � _ 1, I . � _�y / 10 � SDVWAf rforcp I � I - \\ `4 ,�,_� " SHRUBS QTY COMMON NAME / BOTANICAL NAME SIZE S 1 1,72i", i ',�4 —DIU Diu . iftb -<1 I I I I I . I a 0. \ 11 'Lu � . � : I - />,- � -, ­(�,.�� � � � J "', CL a � I L I 111; I I I � ` � : -/, \ -&, -�- 1\ I � + I _\ " ly)- "_ I -,,, I � � � 5 gal 30"-3 720,11/ I'li,1Z, 0 : , \ I I - ________�1' . �;P� 0 4 Dwarf Burford Holly 611 Ht,'l 8"-24" Sprd. 1 ,-,,I,,'��,'�, L_ � , �111 * � Indian Hawth � � I I ,;_, 0- � I , i-,z�,,�,�, 4 ; � 1_�, '1�1 11 ,,-,-,,---_-R1.1 . � I I I -% " - IP -1- flex comuta 'Burfordii Nana' Full, Well'rooted 1`� 1'.."�"', zo �,, 1� I-- - _11h, ;",! I �, I � - � ,,3 k,i \ / \ ,�n �_'�_,," - 't�k,-,��:5i".���",il�&�7.,�,,��',-,,-'�,��, I � Burford 11? - I 4ndlai - I r � �5 I'll- .� I I '_�, \ 4 i 1. \\\, \\1 I , � ri'kawthom " . WP11'11,1' , , � � % S/ Savannah Holly 5 gal 30"-36" Ht',18"-24" Sprd. 1�/ \ \,- M�.,�.Ii 1 (4) % 1,'� 9 iHll,-�� \ () N�--,-."�,�""��",,�,,�f,,',��'�"',i��',����-7��,Z-� V_W,�,�,%! ". I �1'31111 6 , . I I I I I � I I 11� _­_ "'O _�M� 11 I I I �1§1 _� Or", \1 � � � - ""', 0�,,, �,,?,I,-g flex x attenuata 'Savannah' Full, Well -rooted 11-1 � � . ) , - I I '5`�,1'1 ,� _�\ I I 1Z ,�, , 'i_ , . I 1`�',�," I -, �1,�' ,�,F�z,�,:w,vr ... il-, 11_1��',�,'1111'61 12 �� � -1_1-1 \ �2 ­P­p� -,gm ",�g� -�� , ........ .. �, , � . ........ It-., -,�',"�,,,�,,�u"r.r.r,,,"""� � ,, i 1'1RA1R@'R5151 .1"S, - . � -, , �, go .,I �, o " - \ ,�, ,,�,,,,t, I 1 -24" Sprd. 1 0-" 49-0..- g,�'�,' 1_� ", - 1- ­� -1-11-, eO`Holly�" .�,,1.11� A �/ & , , " , ,'� __ , , \ �r,m _,', " 0 " � I \ �M_W,, \ - I �, � 0 \��,��I- �­ I �;,��,j�,�,,,111 I 1 4 Sea Green Juniper 5 gal 30"-36" Ht 18" � 11, �', f -­ �'N lug do I . ______ � - I -� " ,'��,i�i �&, A�;M I %--- ", %"�,,10'211 �', ,g�, �_ 0 (2 ���-'�ji�,, v -�� " _,, 4, , ­��;,,","�( I - 111 -1 - -TO ','__"��'jj't'l " ',"," � " ,", _ %�: � ,�,��'J",�% , ,_ "I" y _ - , " _ I" �,� ��g(j I -, I , � �� . I � _g , _1_� ,_ _ 5P . I --I I , ��""� � � I ­ ---1 I Full, Well* oted N , ffi - " -1 � I I I OP ,,Juniperus chinensi's 'Sea Green' i i .11,111, . I - I -­� I . �1 . _ * I I I ­ �,�r!.,�,. I g-, ,111§ �� " I I 1 4 �F \ %'R�'r \\ -A 0 - . � , - , I � , ... ! , �,',N \ Indian � I 11 -36" Ht 1 18"-24" Sprd. 10 1,470/ "11`11?�,E _. 'm _1\1 ,. ��,� "'�_ gg% \1�1 1% , L 4 ""., ,,, I - 14/ 0KSnow White Indian Hawthorn 5 gal 30" , - � , I I � � , , � ", � - - I I _1� -1 � '_N 1��R` -:,g -a,,, \ �` (4) � � I - �_�, -.,, till I `1 "R %,,gu'�,,, ,��, I 4n la Hawthorn \ -rooted � , - - M - I � , I --r-widpillutup '��",'_ill` I - I - �;,` S�, M." I ��',Ix I , _1 . I Dwf. Burford ll� I \ I 1� "I .�_ \\ s indida 'Snow White' , Full, Well ." _ � 6M � ,,�� I . I '�,i��,�,�'4',,,�",�h""�"4'�'ll, e IV Belinda's Dream Rose 5 gal 30"-36" Ht,� 18"-24" Sprd. ; I I I I I I k , ��\ �, ',- - , % 13 / 1 w,/ 0 �!��r_11'g�§_�', � � , ,�.11��1.1-��Ill'-"�1-111,�-I'll'I ,?--e I _15 � I " , I � , - - " " � 41 � ,%� . 0 I I ... I I ( � �, - I D� '11111,1111 ,-,, . I � I , - % j�'­ `1`M`i',"`,-, N I, .- . � Full, Well- o i 1� _ , � (2) 1 1 1 1 1 1 '. -11111111111 0 1,5� , �f�rg,g � v�ll",�i��l"i"�,l��i;�,�',��,,�'�� I if, Nl�",��,,M�-?xQT.,'," I \��,(-�,,,�N.-Z.����ix',�,',�",;r,-�,,�� �� 11.08.16 INITIAL SUBMISSION , I I . 0, - 1. " �_�, Rosa x'Belinda's Dream' 111,1'11`1',� - '7-� -1 I H I'll, I'll, U r Holly \, I; 111 �'111111 't, , ro ted I _ OWN , \ -V q I 11 . 1 "11 '915 1�1 - \ I . 1111� 111- I � �_/ , I" . _,_;�- vn�', � , � , tZ .1 ,� 1, I �,,P \ � �%"'_` ___ �jl�,�_ 1 gal 11 2'-1 8" Ht Full, Well Rooted - 1 4/ 2 11 Ir I - � ,, I I 1 (2)- 1\ ,� 'I,,- I -_ 7 i�llil I , , I 1, %_ 2 Yaku Jima Dwarf Maiden Grass . . . _,)�x �4,�, �", N � r44) �� " ­ I I . , -1 � , I - , � I I I � I I . . I _416 I " 'C�11'_'_ 61, . . . I � - -\\ , I- 1,1114 1__�11`1\ I � . I I "'111 0 i� 111'� - RR����� ,"--go 1 .��, , , k,�& g -) , \ I I � W" mg olue'url � I I " � I I � r I I ___� I �_�� Rph,,��,,I� ,�_ I `\ I � Miscanthus sinensis'Yaku Jima' I . , �, -1 , I I I I I i,;� � � � - " � � 1`1 - 19) 1 ,,� \\ I . / 5 11 -11111-1, , I � � I ____ � I 4cP I Full, Well Roote& � 'I 'i" - I 1,1111 t I ,V""IN "'I, I I , - "' - : 11t1A%11�1A11'­",, -- � - ' -1 8" Ht; N i , , - , \\ '�If -,m,�ni , , ffii ", - 2'! I/ � - d 16 1 --____ I I I I I " �" � � . 1 I Indian Hawtho A I . I 11 ` � 1`1�g, 19 Gulf Coast Muhly I gal I 1 19 ...'r,", I '_ I'll _/ I .... .. I , 1 I I \ I � . 1\1 \,.-; I '% ;,� \\ .. .11 1- . r I �, - , I ., - , 1. - . i , � 2 - , I Muhlenbergia capillaris'Gulf Coast' . , -1- -\\ � _�� "� -, I _ �� ,�4 ", , , I I , � '��11­31 � - � - I I I I 1 4) , ,,�,,�,�-�,-Ii"�-,,;�",L,-,�", _� *_ ­ I , . �;i,,: .1 .-- .1 I � 1�,,,,", - - , " I \\- -.,,. la Blue-Urlb I 11 , N� � � 11@� � , I . 1; - . . - � - I_ - -_ - - - - I i I 1. - " I ­� - L � -_ L I 11 - ­ � �­,__ - I 414MM, I I . - - . - - - ,Zz- _. - , I -_ -- ", I I I , . I - I _ I . r . 11 .1 I I - - I- � I I I - _111 it, \ I I LL 1� I I _-, , ­ ­:� - 10\ I I "I L I I STREET TREES QTY COMMON NAME / BOTANICAL NAME SIZE I . - , I I RE - �� I \1_11- ''., ,111 I �­ (4) ,�':�� - -_ - I I I ­­ , __\ " - , "'Ek . I I I I I ____� I . - ""If, ilol I ­ - - I. - - - � -7 ,I, �-,- - - - - - - I , - ,- \\ �_-,_=,� ­ - � � I I I ", 9111-1--, 1, � ��,.`,:� ", �� �, 3 - �k , I �',�, " , �,, � � � ... � ,� 11 I � �, L : wul I VI %A violly . � � . I L I I I I , L - 6, � \\ 1, - - T `1 ,� Indlan H UIFT. � � _,� I , �Fr, , �4 1, � _ . 11 I R L � I 11 � I ", \ - � .,I I Lim, Our oily � R", I I . I 0 �: )^5 0�) ��T,"Mll,`,"� L I I L I � -, \' - I I I \�,,,!i � -'Straight trunk, 4'-5' Spread 150 A I 1,1'211�i,rllv,�'., � I 'Ir , - _K I 1�� 1% �g " \ I I 10 Drake Elm / Ulmus parvifolia 'Drake' container V-1 O' Ht, � __g Existing Phase 1 .... I 7'�,,,�,',,�il­�' T I 11 11 I I ,- , ,J� ,,, 11 : ! li`� " _ tN-1 \ . �\ . L I I I -9n an Hawthorn \ I I I , \\\ I 0 Full Branching, 2.1" Min. Caliper @ 12", Specimen ! 11111,`� � ; ", ) I - I . 1 (4 1 � \�11 I : Z%� L I 6-ffdo L I . I ; , - P, _�'1111, ___(4 . 11, I I gn'g,�Y,�,gm ,, - ,� ig','��121`10'11 I ! , � ­,51IN-11t, "'M", L I �z pg" 11'.'' 111,11-glUil � I !N_'111'10�,a_ �� L , L - g-,", "Ll"'111 �� Bi Blu I L � ,_ . , �%, I �, ��, ... I ,�,, - -1 . i ,,J,��,�';L� 1\ I � '.1, I I- L "Y " L L- - - r V " 13 - . hsl�i,Al -1 I'll- I L 111-11--1 � I I L L I m -n -, § I 1\ '!M �, I , ,,�,,jmj `11q�� 1 urrora Hol __ L ,�,,'­ \,--O- 7� � , i �� I I I 51�:,,,"� I I ", ff5 � Indian HcNvtho I I I L . 1 (2) � L L GROUND COVERS QTY COMMON NAME / BOTANICAL NAME SIZE . R 011", I I I _J ..... I L - - . I I L I 1.1, � L I I 11 � I i , : L � I I I I . \ I . . 1111111 \ (4) 11 -4n anHaw ' � L \ � � 11 _the '? I 11 , - __ _ ,\ L ." \ I . " " I " � �\\, - I - . 1 gal@ 18" oc Full, Well -rooted, Balanced I .1101', . L A'�­ -900 I � I I L I I -1--�_ I 6N, �3 �� 394 Lily Turf / Liriope muscari I "`,��` � . � L k\__� I I ,� Wood Fence � �" I UJ.i 11 : \\0 \ L Big Blue Udo D _-_-- - W%.t.. I : I I I - 11�1 I \I- \\ L I L . ( L ' 411111,11, � 111,75 : '. I L .-I'a" I I � L 11 - 11'�15' �,`,_,q I . �11__,_121 ! I , . I \ imvl't ­�X,31 lq�q�?,',Al R'p-Mi Mulch Ring typ I I .01- i � - Dw" rd oIF/ I I - 10�,, L�� " 'Oil 11i � * I L ","'I", N L I I'll, " 1. % 0 L I 11 1\ . ­- 1. Uve Oak �611'�11 : L -, , _ I I - 1. -6 \_� I �'M"",��-I'l��"L�,��,li;".,�'ll'���'�,�lli�, ---- i R'� I I I I , ", , " L � Full, Even pieces larger than 12"x12" 11 �54�,,t­,�'!M� _.�, - % m- I L I �' I 1� """ I 8X I " I A \ I :,, I . L "s", 20,000 SF Bermuda Grass / Cynodon dactylon Sod L NA � ­�T­_, _11- ��_ , Indian H I _11-11 1$i��121,i� (1) I '1,5 W . .,.�-- � I I , " 'O , " �'-�" I I 1, 0`,`,�11'11' loii,RIMI ,,, �,,,,,�,,,��,��,', I I \ ,00,1�?,"Rly I Solid soil base with visible roots I I I g,,,1,, -,,I 1 (4)-7 ,, I L I .Bu 1,W?Mg,4­g1-1-,TP,. � . (D , L "A i " , I rfor "olliv � L 1`111"NUR 11" L I L N� I I I I " I 11'­�,,�_ 1,4,1- \ _. . I L �`1_1'1`1 0,11-11 I I L lli_1'51 W : I � I . 11 L , ��v -Dluiv I I I W , � . �Ml !�?" - � '1,11 I ,V I y - UII%J I ,1 L . I ��F"");gz-­,,�,!�pl�. I I I I I I �-_Indlan Hawthorn �, L"�,�, 11f�, , I I I "'I Cn 1_,1nVZ 11 X,-�,m L I I - I L In . . , , L g'2�iny'11111P,Ril, "M �Z9211` I , , " I L I �� I C Bermudagrass Sod) 2 = QTY MATERIAL I SIZE - REMARK :) - ,, ­ �,- �­, - , R'8"2111' A191 I ­­ L __ --- " L (4) 6 Nl'� I ,­� ��,'�,,�,��.,�,���L�;,,,�'��.--�',�'�',,,, �Z--'I,'�'f - _- , L ; d 'L " 0 \ ZT1.1— -1 m; I I I I J.. .. � P , - -"-",, "' , , _�X4) .% — �,&11L'111'1_1�' I -1 I Bl��e-Uffieo " 11 I I I I I - L I L --- 10 Gauge New, Install straight and level,Stakes in every rece tacle, N�l , g-_, ( I L I L __ � I . w, n__,", L( O)L \\ 2_0 -----_, , WE ,,— utility ." I �, ,�___ , I I . M � �.__ , ,_ _. ) � L - _,__,U I I \1 � , * .- I z I-_ I �,,��,?�--��,�'114,14LI��Zl-'�,F)�*,,"�-'���l,�f�,,�,��i��,,�Z,ifji�'.1", . 700 LF Green Steel Edging I _1 �,,,g'­,-� ."p- �, �� � L __ ", "i�,05 _", I - - 0., � �L, , I L L I , ____u I - - I ,�g, ,��U,4_, "M, I I '� L I S L . 11 own at _i",_i1l, I I I I " , 1".Mt ,�, �Ba �d�Cyprew L I _____ I , all corners, adjacent to pedestrian areas to be filed � = 0 0 . . - - � " I I I - _5 " 1_1 , I L � I 9 I I IL __ I I � L §_ L I -1, I ��',�"'0'1'11. I �R`R�,`R_ V,0�11_ - 1) 11 L I I I �Be In - Warn Res _� --- - I I L L I 1 32; - ��'�1111 � I I I , '11 R ,�, . . .1 --It 't I I 11 ,- _T_ . I I tt: I L I)-,-- __ I Chi ese P che � .1 45 degree angle -No exceptions I 'k�'1110,`� ILL! ", "`-`�"' : r, \ __ ,,- I L L 7 1 1 1 . : 14�� ­ L I I I I : I ��_ I Q. ' "" " �� ' � ,_ q � I 'i, I �`� %.,-, \ _I;- L t �� '��'�� -L L - L I 11_� I I I L (1) L I I �ii4 36YDS Pine Bark Mulch Grade A shreaded hardwood sterilized mulch free of weeds ull�,�`,?',' - , I , 1. " � � , L � L I � - I I . I '' I I a L I " Of � . I __,� I I L � ,I,R5� I 11 I I L I I I . h ­ ; -� L I Wood Fence *. - I I I L I I (L I . and debrisT installed to a depth of 4" in all beds. 3" depth 6 mulch rings E � ; rff"Mn dagrm I � I __ I-- , I I I k, I L L I � t - : I I S lrl"Ag - I I I L I : I I "L I I I I I L - : U) _ ,_- � . I I ti around all new trees outside of bed areas 30" out from trunk. �g,',,f& :r � 11 I '�'111`ii' n=-- - __ � I . Oak L \ &�_�,l Fire Hyd nt 5 L I L � - - I., . L I - (D — I I ._ ---'-- --_ I 1-1 1-1 I � 11 I 1.1 ­ I I ..I- - - M --E __ _­ I Driveway �_ I L I L I I I I I (D I I __ I I -1 L '1� - I .-. �,��,� �'3 � 0. 11 I I I I IIIIIIIIIIIIIIIIII § Do not cover trunk. See detail. �A-,-` : . ; I �,b , - 0�, I I L 99 I 1 , ,_ it 11111 ... . L) Z I - I � �n� I - �L-'_" . I I ". L , I L I I- 1� . ,j I lilt I I I ,---, . '_�'i I I EM- - I I I L , /----\ ) , � IIIIIIIIIIIIIIII I , I - 96YDS Planter Bed Soil Quality top soil to be used. Top soil sample to be ir'spect6d and accepted . �,___1511',,,� i'� L 11 I I L 1`01" � `P I : I - � � _11,111 re � I I L L , - .-I- I i � L L � I I-\ I � f ___;�, 11 ... IiIIIIIIIIIIII I __ -be tested for ��111k.,"',, I � I I I - � I � I I � L L -- 11 I _j­fIIJIIIIl�I­--- I a by landsca e architect prior to delivery. Sample to ; E t _�, I ,-.,, - ___ . I I I L -5 p r gT : � L L" 1, I I :. I 1 I 1, I I I I I I � !� : ­ I - M � I k , 1\ 1( rainage L L soluble salts: less than 2dS/m � 1,;101i ; " I t . �1��. I I I I i . I ,,Ill . 11166--l" . 11" - I I / 11 �, - I ) I I I - I - '2,1111, _` : I �L ) (, 1; ( 0 C:) _5M � L 7 . � 1\ I A I I I I I " 515 I � I I . L I , ,1111111111111 lilt - 11 \_"i I I I I IL I L soil pH: between 5.5 and 7.5 _��', "I � I I I , I I I I I I - 1�5� UJ � L I 11116i'll I I L / �, I - �� ) I L I I � Phase lin I IIIIIIIIIIIIII, ,if L � �11 0 , :�__.___ I "I = -0 ,qt : - - / I L ess t an % silt R`X'�', L tt= - litilillittill", 1�. � I . I I / / -1 I I I L I I �� soil textur6: less than 30% clay, less than 70% San , (D : L � .. , I I 15 r . n .� ti:t I I .� I w - - I -,- �_ 1--, I � I , I . I - 5-i I 01,111", . Co 00 I , . L � ) Lq,q'k� , L I Z , I organic material: greater than or equal to 2% v - I L I I I ,� - I I I I � I , I � 1, C) 1�-- - - � - I I I ­ I , do r% < 1. I I L \ I - I � _,� I I � L L I I L I / : I IIIIIIIIIIIIIPII� I I _.H . I I 4- I � I 1. L I I L I I I- - 9� SAR: acceptable to 1 0 based on soil texture, greater than 1 0 unacceptabi I #_=1 I I IL - I � I I I I I i IIIIIIIIIIIIII '75�v' 1 1 �rl I � __ , I � . I . :_ � L I __ ­)IIIIiIIIIIIIIII I (___114� - I __ I L - = L L 1�11 ",___ q�ii L (' ,,Il� ..... it,\, I, I �I , �: 0� r__ %0 of C) � I � I Contractor to pay for soil test prior to delivery. No exceptions. �,`,11'11',Nll�, " - ff__�_ I I I I - L 11111111,.";, I I I �4 L L - lilt ll� 11 , �\� I I L '1_11,'AI�1,1�11, EEE I . I I � i ( I 1: " lilt, I I % I, � I LL I � L I 21, L_ X I . I - . I I I Sea G en Junl' 9 I - . I I I I L , __ ---7 0 1 11111111411�11�1__� I / 14 0 (D 5�_ I - I I - L I I , " 1:2���, � � , I I L L " L' . - .�, 'I' I - - � . � a i,,,,,. a) �— I I /_­_ � - , , ,)I,I­�, , Uum , � r_ -India I I � 0 1 "liIIIIIIIIIIIII1,1111� / I - NO , - I . L L - I 11 L - . - ­ I � L _�N " " C '_ N"1014111 17" * I? '� ti= I I L I 1 3 - 111111111i(I'l-IMI, " I I 11110 �V, =51111"111114- 11%, 1� 11,111, � il"k mm, 111 � 1111�1111 = C� ffl�� 1 7'9, �iiti,i,il�)IIIIIIIIIIIIIIIIIIIII''I ­1� 1) � ��_ I � I I 111111,11,"', N1�111 '111- R 'I', I L - I I ­­� : 2 1 L I . � I I I I I Q) _., 0 Z � I I : ( L I _T____ L IL ' L I I L I - - 0111,1111111111-11, ' L I I- I 11 _ z ) ­ I I L, L ,� I , ' _ . I I C) : I I � �� __ AM", 111111-111'" I - '':L I �� , � L - 11 I . _ L I - . . L . . .: I LJ.J = 7 '7 < 1i _ __ I I '�_ ) � � I- I L r I - I - i= � - I - , , :-L - I �, "U"I'M ,�- � L , �� - ('� I L . I L . . L .�. L. - � _L I I- _� I '!' �1'1) _J I I I - L _ ( .)/---,( - ) . ­ � - . . I I 71" 1 1 99 � ��, - L :L --' L -, _ I __ _�_,. � w- . I . . ­ . - 1-1 - I I -11. I I � 0) (n ca � ­_ 1, —.-.— . I - ,� - I ­ . _�: , ", " - . I w- � - - I I ---L--- __ I .. ­ _<V� 1, ,_ " I -L 11 "I-) , -1 - .. ­ I , . I . ., - I . - .1 . I 11 I I - z... - I L . I I I �1­ " - -J" �''­_­ �' ,�_LL :""T,_�', ._1 ____ a,) 4... � , - , __ , . - - 1 I �.; _222E:_ - - - I _ __­ � ' , ' , ' ' L, , , ,� ' _ , � 1� "-- �_ , - : , L : - - � ' ' ­­ 11 I I ,; - `khrw ­ - ; 'L '��: "I __ . 7 � C� I . . - I I 1� 11 I I I I � , , I , � I L� __ � L I I - � I 1 7u VJ - L ­!� '' - "a _,:,� ,.. I , 'I', .- L -, 1: I- ,� 1 � - I _ � , . - J . L . .. -, . I I I - , . - .1 L-7 9�� I , I I I I I . Drake Elm C: F I I I I L . I -1 PLANTING NOTES I . " F; 5 I � I I �� I 1"",-....- I - . . - I I . . � � 1 0. PRE -EMERGENT HERBICIDE: APPLY GRANULAR CHIPCO "RONSTAR OR APPROVED EQUAL AT - - ___ . - , td= L \ I , "L, I ,— 1.), I I I I I &. 0 lk A5, � I I � ,I--, __:__,__� . IG) * . . . L � ) ___ 1. IN CASE OF DISCREPANCY BETWEEN THE PLAN AND THE PLANT LIST OR SPECIFICATIONS THE PLAN LABEL RATE. I L� I I — a) `�`,41%0;,` I �1� � ­ I .1 11 I ' �: 0 3 tm _��) O's = 11--l- ; ' _6'1��";,�'11, _17P I I I � ;;;it 1 Decorative Iron Fence L I . _. WILL TAKE PRECEDENCE. THE CONTRACTOR IS RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. 11. PLANT MATERIALS ARE TO BE INSTALLED IN ACCORDANC WITH THE LANDSCAPE PLAN AND 0�, I I � , I I I ))P -L � L3 . L - L I '11- .Ne co a) �` �,,,;!,,.1�1 1 _,'' L i L �,, - - . ONS OF ALL EASEMENTS AND UTILITIES SPECIFICATIONS, GOOD HORTICULTURAL PRACTICES SHA -L BE OBSERVED. I = -�.Z� I � + , 0 ­ 2. THE LANDSCAPE CONTRACTOR SHALL BE AWARE OF LOCATI I . : L 0) - 't �1_ . . I 14 ..',".��,' '% I � - - - .*It, ImN I L . 0 1 1 2 2�6 O I F N ABOVE AND BELOW GROUND AND COORDINATE PLANT LOCATIONS BEFORE DIGGING OPERATIONS _r ki 0=0 OU A I I CDC: =V,- A\ /A-rC:M -rr'% A h Alkilk Allh r'1C:0-rLJ nC: IQ INI(1I­I=C A I I Mnf'v M %_ 0 ", . — 3 0 SPO SAL /7- W [�Wllj M EXIST. GRADE TIP. 7""\ SECTION - ___� DO NOT CUT LEADER 2 STRANDS OALV. 1111111 a? .0A_ � TRISTED FOR , TV. RUBBER H&�USE SAIIE COLM FOR ALL ME WRAP r $0. STAKES, ". V LONG, PLACE STAKES PARALLEL TO ADJACENT WAUS & %1LDING% IDITEND STAKES TO FIRM BEARINO AS NEEDED, TVP. r -r muLcH 2* -3' MT. SAM AROUND TREE PIT, TYP. = AFTER 12 =OF ROOT BALL NISH QiAM UNLESS OTHERIASE REOLIMED BY SOIL CONDMONS CONTAINER MW TREE ONLY TOPSOIL W REF. SPECS. a PLANTING NOTES SUBGRADE '� II.-- - � - I - 11 I'll LLV1 I __,_ L , ( I I " � " " ", I 1. � . . - I I � 4 , � I. � , � I � L _ � -.! . 11 � � - : . I . , I . I L I L . I . ; _ I � � . � I I q. - - � . ,! ,� . . CONCRETE CURB OR SMM . HOLD GRADE I INCH BELOW EDGE I I SET SHRUS I INCH NO" THAN THE . ' i I GRAN AT VIINICH IT CREIN I _DIO PLANT PIT TINICE AS WIDE I . ;L Z-11 ",I AS THE CONTAINER i WECIMED IMILCH IV DEMP L , I MAW it � - I PLANTS %WULD P6:TTiM � , , - ' 11 TOP OF ROOT MASS OCCURS AT - 11 L FINISH GRAN OF MULCH LAYER) � I I I L . 1.1 ­ - I IF F"HEG L j ­ 1;N__11 . . . . . . T_111�,W­ '." L I L I LOOSEN SIDES OF, PLANT PIT AND R007RALL SPECIFY SACKFILL MIXTURE , L � , . I I - � . R134OVE CONTAINER : L '- _ ROMALL WILL .. BE REJECTED' 1410,10VING THE CDNYADM � WILL NOT BE AN EXWSE FOR DAMAGED R007WIL i " I _'� SECTION . (', SHRUB PLANTING PIT � - SCALE: : ntB I : , I . I I I I . � I I ; I � " � 11 - (9 b 2 � __T_ \ / F--) I � BEGIN. I 4. &U-1- r-LI-NIN I 1_2 INCLUDING LIMEROCK BASE MATERIAL, AND DEBRIS SHA � . I I : " BE REMOVED. PLANTING BED ADJUSTED TO 5.5-6.5. SOIL WITH NO DEFINITIVE CHARACTERISTICS MAY REQUIRE SOME .J T_ 0 Q �, i"i"111, : � � : - f I - � � i I I AMMENDMENT. CAD #: I � I I I . � I I � I PARTIAL SITE PLAN.m'PHASE 2A 3. ALL TREES SHALL HAVE A MULCH RING EXTENDING AT LEAST 30" OUT FROM AROUND THE TRUNK OF : � THE TREE. PROVIDE BERM AROUND EDGE OF ROOTBALL TO FORM SHALLOW SAUCER TO COLLECT SOIL TO BE TESTED AND ACCEPTED BY LANDSCAPE ARCH BE PAID FOR BY CONTRACTOR MATCHING CRITERIA IN LAN' : ECT PRIOR TO DELIVERY. TEST TO DSCAPE SCHEDULE. , . . 1 . i 1 .� . I I � � I i . Ill = 20' WATER. WATERING SAUCER, REGARDLESS OF PIT SIZE, IS TO BE AT EDGE OF ROOTBALL. � 13. CONTRACTOR SHALL STAKE AND/OR PAINT PLANTING LOCATIONS IN THE FIELD. UPON I � - . 4. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS. I I � 1-1 . , .., . APPROVAL BY THE OWNER'S REPRESENTATIVE, THESE AREAS SHALL BE SPRAYED WITH AN I � I . 0 20 40 � � 60 feet ­ . 5. PLANT SELECTION SHALL COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF i I " APPROVED HERBICIDE AND MAINTAINED WEED FREE FOR'�HE DURATION OF THE PROJECT. � , I -6. :. . - � � ­ � 11 ..- I .1 � _ THE AMERICAN STANDARD FOR NURSERY STOCK; ANSI Z60.1-2004. 14, EXCAVATE PLANTING PITS WITH VERTICAL SIDES. DO N07 DISTURB SOIL AT BOTTOM OF PIT. I I � I I `!""`LrL:"""���� I ., . 6. CONTRACTOR SHALL WARRANT ALL PLANT MATERIAL TO BE IN HEALTHY, VIGOROUS CONDITION FOR A � . - - . MAKE EXCAVATIONS OR TILL AND LOOSEN SOIL TO THE Vu IDTH REQUIRED IN PLANTING � - SCALE: 1 " = 201 4/ , I ; - PERIOD OF (I 2) TWELVE MONTHS AFTER FINAL ACCEPTANCE. 11 : 0 � DETAILS AND TO THE DEPTH OF THE ROOTBALL. I NOTE: One hundred percent coverage of groundcover, decorative paving, decorative rock, or a perennial grass is required in parking lot islands, swales and drainage areas, and the parking lot setback unless otherwise landscaped or existing plants are preserved. One . I hundred percent coverage of groundcover or perennial grass is also required in all unpaved portions of street or I highway right-of-way or on adjacent property that has been disturbed during construction. A? , I . 7. BACKFILL MEDIA SHALL MATCH TEXTURAL CONDI I ION OF LA10 I INt.1 0UIL VVI I 1-11 bull- MMAU 1 ILIN krn) � I � . ii /K ADJUSTED TO 5.5-6.5. SOIL WITH NO DEFINITIVE CHARACTERISTICS MAY REQUIRE SOME 15. SET PLANTS ON SUBSOIL, PLUMB, AND IN THE CENTER OF�JPITS I WITH TH-E TOP OF ROOT MASS � � 61 AMMENDMENT. CAD #: SLIGHTLY HIGHER THAN FINISHED LANDSCAPE GRADES ACKFILL FIELD SOIL AROUND SIDES 1! r I I I I I! I 1 " A 8. FERTILIZER SHALL BE COMPLETE, SLOW-RELEASE WITH THE FOLLOWING ANALYSIS AND SOURCE � I --- __ I S , /��/ i - �, - OF ROOT MASS AND WORK EACH LAYER TO SETTLE AND . LIMINATE VOIDS AND AIR � __ , J LA AN D` 0" C A P" E P L / _\ N POCKETS. MATE91AL MUST BE WATERED IN AS PLANTED. I I . I 10% NITROGEN DERIVED FROM AMMONIUM NITRATE 16. CONTRACTOR SHALL BROADCAST WITHIN THE PLANTERS AT THE RECOMMENDED RATE, A - 2% PHOSPHOROUS DERIVED FROM SUPER PHOSPHATE BROAD SPECTRUM PREEMERGENT HERBICIDE PRIOR TO MULCHING. � 10% POTASSIUM DERIVED FROM POTASSIUM SULFATE, 17, CONTRACTOR SHALL INCORPORATE A CONTROLLED RELEASE FERTILIZER AT THE PROPER 1 1 I 4% MAGNESIUM DERIVED FROM MAGNESIUM SULFATE RATE AND ANAL��SIS PRIOR TO MULCHING. �ANDSCAPE � I �L_A THE FERTILIZER SHALL CONTAIN THE ESSENTIAL MICRO -NUTRIENTS (CHELATED Fe, Mn, Zn, Mo, Bo, CIL) 19. ALL PLANT MATERIAL SHALL BE PRUNED/SHAPED AS PER ARCHITECT AFTER I ._1 � AS SULFATES IN PARTS PER MILLION (PPM). SLOW RELEASE FERTILIZER SHALL BE UNIFORMLY � "-.: INSTALLATIO � N 11 TO REMOVE ANY BROKEN OR DAMAGED B I I TO GIVE 1. UNIFORMITY � . I 1,�, , 1� DISTRIBUTED FROM THE TRUNK TO THE DRIPLINE. SLOWRELEASE FERTILIZER SHALL BE DISTRIBUTED � I OF SHAPE. � �,�_ ._1 _. � .. ­_ -1., I I � I -1 OVER THE PLANTING PIT UNDER AND PRIOR TO MULCH. 20. I . � -1 SEE SITE PLAN .PbR1;,F � ULL TOPOGRPAHIC INFORMATION, E I ISTING AND PROPOSED UTILITIES, :.) 9. CONTRACTOR SHALL APPLY A MINIMUM OF A 4" INCH LAYER OF SHREADED HARDWOOD MULCH AND .1 I � � � - DWN BY: CKD BY: � JG JG ii SCALE: I NOTED I I I DATE: � 11.08.16 : � 1 1 - CAD #: � i � : i LRPH2A 2011.009 r I I I I I! I SHEET No. I . I � - I I ,�+ 9w I --- __ I S , /��/ i - �, - ) I E I ...1,1 Ar I � __ , J I 1_4 I I I � - I I . - SHALL BE CLEAN AND FREE OF WEEDS AND DEBRIS. I . EASEMENTS, ADJACENT LAND USES, EXISTING DE I � I, :VELOPIV�,ENTS -1, I . . - AND ROADWAYS. I - I I I I I -11 - . � . ,� I . I 1. . I I �� I : ! I � ; ! i I I � I - - I . ­­ � . � ; . 1, I I 11 I . I I - I I I I � I I PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION �� \ I 3 WITH FM 2818. X= 3553461.31, Y 10199936.19, Elev= 322.23�)> -RCP _ ^ Exist. Detentio Pond J Ex. Dum step / / ��� a� U, �� O / P , F % Exist. 2 / 3 Enclosures / Prop. ti �,. Retainin Wall L ®\ F ;Wooden Fe ryce) `� / Cle u { g e porary Duynpster .3 `� , �'r 3F \ \ l Exist. 8. p �•`+�t'� sem` ®�� // \�� °� �► �' % ��•, Oma/ ® •�,. ''� ` `+, y \nA / ;y` ist. Fire / +, ,: *. ®\ Exist 36" / / a �' MITCHELL pw. soUTH F � m �l lydrant / P S +�+ Exist. RC // /�� \ ��i HAS LDI 4 \ / NEE a +�+` f roc Retaining Wall 9 1-C � �*�* •' ` / / / � � � '�. z�PROP. ( % \ted• �. FDC / \ +`.+rte 0 EX. \ `+ EX. P / \j COLLEGE STATION BUILDING �q e� \ Remove w� "` \*�* BUILDING =\ P.U.E. 15 \ crrr uMms 10 \ G $\\ c" PF HC symbol + < PHASE \ " o \ s f. 30" P.U.E. ,� y a - \E s �<� �` \ H E \ / \' Exist. 36 \ ROW (4�,¢ \ mF and loading 5`S i +`+ ID.\ zone striping a �, ,� LINE s\`'+F1`� © / Ex. striping �2 c �/ �;_, Ex 8'\ ted\ *`*� ' (PH1-C) fi\ \✓// / �\ \\ ' _t i ~"\ °tiF / to remain Waterline\ \ +`*.+ t/ ®� ':y � i n �J�ce � � �. I� 23p � / / \ �' I /l Nl T YMAP / \\� Prop. P.U.ProE. 15 Setback Front '1 �\ (/ l!^vim-PVC Pub ® GENERAL CONSTRUCTION NOTES: a � \\� ;::Waterline _ 1 It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground ° ,, J _ _ __ ._. / o �C 15 \ tib * ,� ,y \ utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours a , ; UNIT d \ P.U. \ F° a\ i°��+ Ex. S.S. // / \fi Black Decorative \ tY P Y P 6" oil Backfill / // 4= \ Ex. Dumpst r private Iron Fence ` �,� in advance of any excavation. Enclosure Service / �a�®' �� , (6' Wooden Fen ) ,i '� \ \ #3 Bar / \�,/�'oo�*` ��' � \\ � , -Temporary Dump er / \ \ � � � a. Contact Dig Tess 0 1-800-344-8377 Location- 6" S.S. / o ` �� b. Contact Kimberly Winn ATMO 774-2506 private // \ �� C. Contact Mike Lavender 0 Sudde link 846-2229 / r 3 PVC / services Prop. 5' d. Contact Isabel Cantu 0 BTU 821-5770 Service / E 6" ,�� aLine e. Contact Mitchell Gas 0 779-4460 ��/ �a .fir F \� �, / / / Ex. Temp aroTemp aro ry s•/ . -8525 12 \ �c ® BUI NG \\3" PY' `Fn Ex. /� / Curb / fContact Union Pacific Resources 0 778 a \` Servic F » s J , g. Contact Richard Wallace 0 Verizon 821-4752 Ex 24 " ne rant / z h. Contact Gllbert Ramirez 0 CSU ELectrical 764-6255 3 \ \ HDPE ( ) Concrete Pvmt \`� \ ( C) F° PVC '�\ Ex. '� �' M/ �/ / I. Contact Butch Willis 0 CSU (Water/Wastewater) 764-3660 e \ S rvice Fire R L ne �� ��`% \\ Lin / 4" (W.L) � \ \ TER 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard TEMPORARY CURB DETAIL \ Z \ Service & d PHASE �Fo FDC 9 4" Fireline \ /1 UNE , Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, Ex. Fire °�/ ) NM \, EX, \\� f .-\La �yP �� / (PH1-C �(� (� ` 2008, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of " F9.131ME curb-t,PA + t \, C.S. All construction shall be coordinated with the City of C.S. City Engineer. 6 P<arrEo 13 Jul zom - 1za6 pm / BUILDING * j' x \ &0000 F- l the Contractor shall obtain written ,A ,� m•+ a © � P FDC � �` p A � � 3. In lieu of usingthe construction materials indicated in these Ions, 1, 3" �\ PHAS;, \ `sst�+� F. , , + U- LI Ll�� ` \ approval from the Ci Engineer for an substitution prior to Construction. Requests for changes should include Cur � ` ., PP City 9� Y � P q 9 LINE _ \\ *+,r* x N \ u Privacy ' product information and an engineers seal where applicable. The contractor shall be financially responsible for / (PH 1-D) ; Idl 3r Fence the en meees time spent reviewing changes and designing based on contractors requests. 3 �� �'' \ ," x sxF V: T S S� , �, 9 P 9 9 9 9 q \ �:`, x servle<,A; ,- 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 GFR Part 1926 Subpart P H r Y�wr �. ry i .S n » s as � r Ex. 24 z' , ® 3' p 6 S.S. - ` and all federal state and local 3z x; regulations. �4rz� . "':ss ` , - � `"'� � � � � ��- � _'�_•. , HDPE � private �� PHASE >` 9 5. TRENCHING AND BACKFILLING: All trenchingand backfilling shall conform to the specifications set out = ' \ y z service LINE 12 herein. Testing shall be provided by certified Ic boratorY, at the Owner's expense, to verify these standards.PH2A) - - - FC - l\ L SFr "ra rr,� `"� 7� h.. ! / ',,.• z: .. x�� raL ,, . , z r: p Any retesting due to substandard work shall be the expense of the Contractor. Structural areas shall �c;.�'v'+ tin.'c'Y.:.. \ ! I/ ..'�```'`.;:.,r�, .ir. �, ,., _ .;.._ h:; p t include all sidewalks and shall extend beyond a curb lines of all streets alleys and parking areas. •. • Ex. 6 S.S.sti4 S5 fi Electric `y ,r�. r�. C d 5 y Y P 9 ,t 6. Conduit / private _ - It is the responsibility of the contractor to omply with all State and Federal Regulations regarding service u t a _ -a1"' '` ✓ it Vfr, - g 9 9 ,fi`-:4-�Y. Y,4y,f` # Remove !`• �' - iI construction activities near energized overhead po er lines. Additionally, the contractor shall coordinate all 4 Bars 0 15» O.C. \ t Ria mporary 1ti, Stan l.�. proposed work and procedures with the City of C.S. Electrical Division. 1 \"- _s:, rb �{ ■■1111111 ? \ / ` ' �._ ,i ' :.. 1`r*, fi x: u ;s3`rs, ;z y'''j''"'-fi^-^�,'s.,;z a: ;fid ',� �.J C �� Q ��1 - �� � \ g � �� `� � � J �(��. 5 7. All materials &labor not identified as a Separate Bid Item shall be considered subsidiary to the item in `\ d� �-,,ssCa"y '�- , �j¢-� y , .-R�i'.� �"i "' `Sy 'I - 7YPE 3 CURB , + /� which it is' \ used. All materials and equipment shall be both furnished and installed unless otherwise noted. \ \ �-�,.y" ,�... �ga,z r� �' , 3j +. z� f his \ •� ....: - ; - �'` c'��,+��,3 �`"�'`�' .� 6(3 �'^�J6�7 1 iflCh 3o ms s. tiF ._ ' •, ;,:,;:. \ a 4" S.S. _ x 8. The :Contractor must provide construction staking from the information FOR USE WITH CONCRETE PAVEMENT OR APRON \ s © �p.Y> \ r y, _,_,: =o ,��`�U�- P 9 provide on these plans. \ . x.. .�, :. . _.-.. v 9. All sal _ex osed b, construe on..shall rece,ve Cellulose fibermulch seedm NOT A SEPARATE PAY ITEM � � � . NTS \ RETAINING o \ . F _ �.. .P .. , _ _ t 10. Trenches may be left open overnight If properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems and an ocher Public or Private Utility, » » \ • ',.. � �z �, tor„ ,� 5 � � 2. �}tgc .,' ,.,,-'%;n '' rk . €�.�.�`S� r ; � g Y Y tY 24 6 \' \ : \ 10 Public ` � �� S. �, k E-,-�� .r!� `-tt+te r�vy fi 8` - � " ,�f, �'� r``����5� �..��` etc. are not separate items. The ice of this ad' \ \ Utility p pay Pr adjustment shall be subsidiary to the construction of (min) \ _ ` - 'w'.-=Sel'N�G `.� -... : a;i '•c �"', P a +'mss. -s LOT 1, BLOCK 1 Sewer Line Force Main etc. � '° � �, t=� �; � • :x ���: a �n � " `� � -�� ����. stl �t t �.. 9 � n s.- ,�,�.�f �:ti�'r?t hitt`.. �. , , » �` t_ LAKERIDGE SUBDIVISION c coordinate with Atmos, ddenlin \ Ex. 6 S.S. 12 The contractor shall coord'n th s, Su k Communications, BTU, CSU, and Verizon to adjust \ hh 4' SFOR[uiP Ri .5 � � 16.40 ACRES f b� .l"P . .^ 'S.' ni 't" ft' private °'- 4 Bars 0 15" O.C.E.W. ` P the location of existing facilities. \ ail ... # � \ service 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. Temporary soil areas will be identified on site b owner. p ry p y woe Clean dirt may be stockpiled and remain onsite P$1=Concrete S ifproperly' compacted 1 n lifts and tested for dens'ty by geotech. These permanent fill areas will be identified \ X / Refm u r cicanau �, t x .,� \ LOT 1 BLOCK 1 / \ / to►9 T �': = \ \ s o site by owner. \ \ Privacy LAKERIDGE SUBDIVISION N=.' / N f \ \ N, / rte_ HDPE i. - X15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to X. X\�.\�.\�,\�.\�. \ 16.40 ACRES` , ,oRom & �. �. ryza x r. \ .. \ \ \ I ( P ,> Storm. be visible from an public right-of-way r residential district within 150 of the subject 6 IJlme Stabilized Subgrade. CURRENT ZONING: R-4 LL 1 z. o bfec lot, measured a i \ Dram Y Pe t I a ured from point five feet above rade. Such screeningsteal 9 be coordinated with the building architecture and scale to _ �, � EX. t � � �fi+�'�• , ,,�y� � _ � : ���-����,, ,�� �,� �, maintain a unified appearance. STANDARD v .� v BUILDING �G'Wperme y n f� 16. All soil exposed by construction shall receive cellulose fibermulch seeding. /'i/1l �1![ CONCRETE PAIIL�MENT DEIAlL ° z � ,. ���� � � � , � � I V �., 17. Fire suppression lines shall have a lockable lid on the isolation valve. The lockable lid shall, at o minimum NTS '" v `; supply protection as the AMPro USA LL562-WA locking lid. Alternate lockable lid shall be approved by College �� ;,•�'RETAININ _ 4 S� 7 " "- tation Utilities Director or his/her designee. 11-e -kFired 6 S.S:' N 4 WALL c snout 2X6 CEDAR TOP PLATE ✓ rivate8. Exterior Building and site lighting will meet th standards of Section 7.10 of the Unified Development \ I fi. , p PHASEe 7 I \ A ) 9 :\ �� , . gyp _ .z ` r y� \.. �� O nti-- ~ service Ordinance. The light source shall notproject below an opaque housin and no fixture shall direct) 1X2 CEDAR NAILER r -E �I A _ 9 9 y project >� r UNE light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross ' ( ) P J 9 ON FRONT SIDE \ \ \ Ex. �� \ \�,..--�`� � �� ��� � ` � -�� ;\ '� ..'\ fi ��,.�, F� ;��sk �. � PH2A 9 Y \ Electrical ` _ r/{ . ;:_ ' ;8{r ' 5 4tS�x 4;w. any property line. Conduit �� '`�--'----`'.�`.. c� `"T�� � t �� r l \.� . ,� �,a=�:�--� ��-€�� 1, �,� ,�� Y \�; ,'sec 19. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. 2X4 TREATED r g1• ' �� �rtYP " ry„ ' 20. Contractor shall mount a placard with the wo'd FDC" on Freestanding FDC's stand (Per Fire Marshall). N: \ 6" S.S.i- r { y s . 21. All storm sewer and sanitary sewer being con tructed with this site Ian is ovate. \ \ private PtSI flE� �yM 2 . _�� ter' rY 9 P P \ ervlce' ,,,..�`tv.{R{ . All Water Meters will be 3/4 unless otherwisenoted. LANDSCAPE POST \ r. v fi h am , 4 T TREATED \ , \ SE'E��x S 3 .- I�5, X23. All dumpster enclosures shall be 12'x12' inter r clear space with no obstructions. � l �.-{�:- u � - \fi a � ,� - ,{�c,, ate- 5 $^-a + � : - \ S1 4 S.S. . 4�., � \aleanou a servic Prop. 15 SITE PI.A NOTES: Public Utili 1. Name �5f: Project- Lakerid a Townhomes Phase 2A 2X4 TREATED i Dram;': rils) (tYP) tY p 1 9 Easement �� �� 2. Address: 1198 Jones Butler Road, College Station, Tx \ WAR �_ ; curb 3. Owns ridge Living L.P. N \ Ex. Gas ANSFORME '�'•--_. \ r ` Cake Partnership i �r� F�� ,x: _ \z� -Inlet -' 4» A Texas Limited CEDAR FE N \ Line ``' 4 t \ Y �" `---- A P.O. Box 10028 Owner ED NCE \ �'----�. _..EYP- F'trne Lf L1��1� PLANKS \ \ \ (Ph -1d) 4y "' - ' ire College Station 77842 \ iO' Public p Prop. 15' I, ` Waterline x,,* � - R3 � � � ; �� - \ - _- _- - _ _ _ - 7 739 9944 ty �n n� - ` g 4. Engineer. Mitchell a Morgan, L.L.P. \ utility U 511 Univers Drive East, Suite 204 2X4 TREATED Public Utility _ ,. WI �( asement _ 4" � I 8_ __ 9 ` ` Mated College Station, Texas 77840 Easement - -� FDC � �-"i "- •-►�' _ v .-Waterline L� � Ig 979 260-6963 \ n �\ -- a r uk , `tee -Temporary ( ) \ \ LI- �L�=L1�� PHASE _ -��. t L _ R15 R15�` R3' N `R2 : ,�,5. Zoning: R-4 (Multifamily) \' - Fire = FDC N >� �` If 6. Existing Use: Undeveloped -Vacant Pro osed Use: Multifamily E '- �. ) ! I �E ��?� 3 "' '� » W ' 15 7. Setbacks: Per City of College Station Ordinances 14' / �/ PH - rfR 24 , HDPE, Hydrant = R3' , (1 _ _ _ _ _ _. _ _ _ _ -- - 8. Overall Site Area: 16.40 acres Phase 2A Area: 1.46 Acres / ( �� Buildin Fire IV.> Storni Drain R3' rsaL „ S _ _ _ R' - (, s �3-LRA1ER �' _...........-.. _ ...._ ._ .. pm, Avg. 6 gpm, Peak 1 20 gpm �' R3 r� 1 --- N 10. SanitaryDemands:1760 GPD Max., Min.= 0 GPD, Avg. = 880 GPD (Per Unit) 9 I / Use Temporary � " ..; %��" ' R3 F.R�= _. - ,; : � `� •• Building o \ Setback DUMPSTER FENCE ELEVATION 5 Curb r:E rR a ; " ...:.�---�•'' y� 11. Overall .Height of Buildings: 40' to top Ridge / Tem 3 . `,ER£ , n yr ck / P•__ Fts i" _....- o _i , �'; oE- X12. Because the dumpster screens are located within utility easements, the property owner will be responsible for the NTS // 15' Pub i Grate Inlet Utility rb ' - - Easement Inlet\+' LEGEND �D rte"=".•(.ta91'C/ / gas ' 15' Public 6' Utility gas Ex Gas Overhead Easement _UT 2-12'x1 Dumpster Fence Line Electrical Ex. ROW Dumpster Wooden Enclosure) _ _ _ __--- UT 6' O n_d erg oned Line Pad UTA_ --- - UT ARVEY MITCHELL PARKWAY (FM 2818) 321 R.O.W. VARIES PARTIAL SITE PLAN SCALE 1 "=30' E replacement of the screens if it becomes necessary t I remove them for utility construction and/or maintenance. 13. Project; Information: PH 2A - 29 UNITS Ex. GasUL M -` (Ph -1 d) gas 14. Dumpster Requirements: Phase 1A, 1B, 1C, 1D & 2A= 71 D.U./16 (Dumpster/D.U.)= 4.4 Dumpsters Required. �- UT 5 Dumpster Provided. 'boundary This site does not lies within the 100 -year floodplain per FEMA's Flood Insurance Rate Map panel --------- J''^ 48041CO182 C. Effective date: July 2, 1992. - E gas 15' Building PARKING ` REQUIREMENTS PHASE 2A Per UDO -, Multifamily Dwelling: Setback _ 3 & 4 Bedroom Units = 1.0 space/Bedroom Required Parking = 98 * (1.0) =98 2 & 1 Bedroom Units = 1.5 Space/Bedroom UT --- -- BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) 8 UNIT BUILDING (Bldg #9) = 3730 * 3 = 11190 SQ.FT. 7A UNIT BUILDING (Bldg #7) = 4346 * 3 = 13038 SQ.FT. ''``---- 7C UNIT BUILDING (Bldg #8 & #10) = 4346 * 3 = 13038 SQ.FT. gas ' 15' Public 6' Utility gas Ex Gas Overhead Easement _UT 2-12'x1 Dumpster Fence Line Electrical Ex. ROW Dumpster Wooden Enclosure) _ _ _ __--- UT 6' O n_d erg oned Line Pad UTA_ --- - UT ARVEY MITCHELL PARKWAY (FM 2818) 321 R.O.W. VARIES PARTIAL SITE PLAN SCALE 1 "=30' E replacement of the screens if it becomes necessary t I remove them for utility construction and/or maintenance. 13. Project; Information: PH 2A - 29 UNITS TX. FIRM # F 1443 gas 14. Dumpster Requirements: Phase 1A, 1B, 1C, 1D & 2A= 71 D.U./16 (Dumpster/D.U.)= 4.4 Dumpsters Required. �- UT 5 Dumpster Provided. 'boundary This site does not lies within the 100 -year floodplain per FEMA's Flood Insurance Rate Map panel --------- J''^ 48041CO182 C. Effective date: July 2, 1992. Fir III #F-1443 08/16/11 PARKING ` REQUIREMENTS PHASE 2A Per UDO -, Multifamily Dwelling: Total Type 3 & 4 Bedrooms = 98 3 & 4 Bedroom Units = 1.0 space/Bedroom Required Parking = 98 * (1.0) =98 2 & 1 Bedroom Units = 1.5 Space/Bedroom Total Type 2 Bedrooms = 6 N Q- Required Parking = 6 * (1.5) =9 PHASE 1A 1B, 1C 1D & 2A REQUIRED PARKING SPACES - 107 Spaces (2A Only) Handicap Parking per Table 2 Section 4.1.2 of TAS: PROVIDED PARKING SPACES = 73 Spaces (2A Only) 151 - 200; Parking spaces ->6 Accesible Spaces Reuired 200 - 300 Parking spaces ->7 Accesible Spaces Required PHASE 1A, 1B, 1C, 1 D & 2A 301 - 400 Parking spaces ->8 Accesible Spaces Required Total Type 3 & 4 Bedrooms = 242 401 - 500 Parking spaces ->9 Accesible Spaces Re °uired Required Parking = 242 * (1.0) = 242 501 -1000 Parking spaces ->2% of Total Parking Spaces Total Type 2 Bedrooms = 12 TOTAL PARKING SPACES: 279 parking spaces Required Parking = 12 * (1.5) =18 REQUIRED PARKING SPACES - 260 Spaces TOTAL ACCESIBLE SPACES REQUIRED: 7 H.C. sdpaces 8 H.C. SPACES PROVIDED (Includes 4 Van Accessible) PROVIDED PARKING SPACES (Ph.1A-D 2A)- 279 Spaces MITCHELL M m ORGAN T.979.260.6963 F.979.260.3564 TX. FIRM # F 1443 511 UNIVERSITY DRVE EAST SUITE 20 COLLEGE STATION, TX 77840 PLAN & DESIGN SPE STS IN I CML ENGINEERING HRAULICS HYDROLOGY * UTILITIES I STREETS SITE PLANS * SUBD SIONS www.mitchellandmorigan.com Fir III #F-1443 08/16/11 OF TF *..:..................... VERONICA J . MOI IGAN 77669 a �� /ST�R��,�. N SS�ONAL I AUGUST, 2011 Designed by: VYIBM Drawn By: JUJ Checked By: V�BM O rz 0 W N Q- O � � O f LE U C- O a) � I i I� Q N N i Lij " J W Q T IV l�l I� c�� I Cr) I� I• � NOTES: 1. INSTALL VALVE BOXES WITH A MINIMUM OR 12" J" ANGULAR LIMESTONE SIX (6) SPACING OR AS REGULATORY AUTHORITY FOUR (4) BRICKS PER VALVE BOX INCH DEPTH MINIMUM TYPICAL SPECIFICATIONS REQUIRE -WHICHEVER IS GREATER. TO SET VALVE BOX LEVEL TYPICAL 2" WILKINS MODEL YB 2. ONLY USE ONE (1) ITEM PER VALVE BOX.WILKINS MODEL g50XLT INLINE WYE STRAINER 2' 3. USE FOUR (4) BRICKS MINIMUM PER VALVE -NO SUBSTITUTIONS BOX TO BLOCK VALVE BOXES AND SET LEVEL TO VERIFY ABILITY TO TEST & READ 2" WILKINS MODEL 70DM FINISH GRADE. MANUFACTURE IDENTIFICATION PRESSURE REGULATOR SET 4. VERIFY WORKING ACCESS TO ITEMS THROUGH STAMP THROUGH LID OPENING AT 75 PSI 2" SCH40 BALL VALVE BOX LID OPENING. -NO SUBSTITUTIONS -NO SUBSTITUTIONS -EXISTING WATER 5. VERIFY VISIBILITY FOR BACKFLOW VALVE METER - DEVICE IDENTIFICATION DATA. HUNTER MASTER METER BOX -NO METAL GATE VERIFY FLOW 6. PACK SOIL TIGHTLY BETWEEN VALVE MODEL -NO SUBSTITUTIONS VALVES REQUIREMENTS VALVE BOXES. ICV201G METER BOX- 10" ROUND VALVE 7. FOR SUBSTITUTION REQUESTS: -NO SUBSTITUTIONS -NO SUBSTITUTION BOX EXISTING METER SEE LANDSCAPE ARCHITECT. 10"ROUND VALVE BOX 12 BOX 8.USE UL LISTED UNDERGROUND -NO SUBSTITUTIONS -NO SUBSTITUTIO S FINISH GRADE DRI -SPLICE WATERPROOF FINISH GRADE FINISH GRADE CONNECTORS (3M MODEL DBR6) I A . I 1 t F n n ni WATER METER PROVIDED CL HUNTER FLOW SENSOR a ALLOW MODEL HFS-300, ROOM FOR FCT-300 C , N FLUSHING NO SUBSTITUTIONS - FILTER - 12" MIN. DIRECTION OF WATER *NOTE* FLOW INLET PIPE LENGTH OF SENSOR MUST BE MIN. DIRECTION OF WATER 1OX PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS FLOW OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE MIN. 5X PIPE DIA. OF STRAIGTH CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. AUTOMATIC MASTER DOUBLE CHECK VALVE INLINE PRESSURE MANUAL SHUTOFF EXISTING WATER VALVE ASSEMBLY REGULATOR & WYE STRAINER BALL VALVE METER �1 POINT OF CONNECTION WITH MASTERVALVE, FLOW SENSOR 1" = 1'-0" TOP VIEW SAD GROUND ROD v SIDE VIEW GROUND ROD GROUND ROD SPHERE OF INFLUENCE 328409-06 foithe latest rev, go to httpi//svwvl,L,,61c.org/design-guicies.litrq DIMENSION- PEDESTRIAN A B c D 2" TO 12" SIZE 24" 18" 12" 4" DIMENSION -VEHICLE A ' B C ' D 2" TO 12" SIZE F30"71 24" 18" 6" SLEEVE INSTALLATION NOT TO SCALE HARDSCAPE CLEAN COMPACTED BACKFILL TO DENSITY OF EXISTING SOIL LATERAL LINES, SEE SPECS. UNDISTURBED SOIL CONTROL WIRES, SEE SPECIFICATIONS MAINLINE SLEEVE, SEE SPECIFICATIONS NOTES: 1. BACKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED. 2. PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 3. EXTEND ALL SLEEVES 12" MINIMUM PAST HARDSCAPE EDGES TOP VIEW ELECTRODE SPHERE OF INFLUENCE BOUNDARIES POURED IN-PLACE CONCRET , TQP VIEW #6 AWG SOLID BARE BRACE AGAINST UNDISTURBED SIDES COPPER WIRE 120 LBS. MINIMUM, TYPICAL. GROUND / /-GROUND ROD PLATE(g x 10") 12' 20' 20' rr COPPER GROUND PLATE M (4"x96"x0.625") 45 DEG. ELBOW. TEE 90 DEG. ELBOW. DO NOT INSTALL ANY OTHER WIRES OR CABLE PLAN VIEW SIDE VIEW WITHIN THE SPHERE OF INFLUENCE 328409.76-23 PVC MAINLINE. TYPICAL OFFSET 2" FROM DRIP VALVE / FILTER / TYPICAL LATERAL HARDSCAPE, 4" FROM REGULATOR. PIPE FROM VALVE PLANTED AREA. ASSEMBLY, SIZE TYPICAL OFFSET PER PLANS. 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. Y2" POLYETHYLENE OR PVC HEADER. TYPICAL START CONNECTION SXSXT TEE W/ TECHLINE MALE ADAPTER. DRIPLINE SPACING AS ------�-- NOTED. - TYPICAL TECHLINE TUBING - LATERALS WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND AT 5' O.C. AT CLAY, 4' O.C. AT LOAM, OR 3' O.C. AT SAND. MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY LINE, AS NOTED. F F END FEED EXAMPLE CENTER FEED EXAMPLE TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET) FIGURE 6 -UP To 128 STATIONS, NON -ROCKY SOILS DRIPPER SPACING JG � 12" FOR,PERM ITTI G 'Prepared by: 18" 979-777-0065 jeremygreenhaw@gmail.com 24" DRIPPER FLOW RATE (GPH) 0.26 0.4 0.6 0.9 0.26 0.4 0.6 0.9 0.6 0.9 ry 15 127 109 86 65 177 151 120 91 152 116 D cn cn 25 427 325 256 194 604 459 361 274 458 348 w 0- 35 539 409 322 244 763 579 456 '346 580 440 CO z _.� 45 618 469 369 280 877 664 523 397 666 506 TECHLINE CV FLOW PER 100 FEET 0.26 GPH DRIPPER 0.4 GPH DRIPPER 0.6 GPH DRIPPER 0.9 GPH DRIPPER DRIPPER SPACING GPH GPM GPH GPM GPH GPM GPH GPM 12" 26.40 0.44 40.00 0.67 61.00 1.02 92.00 1.53 18" 17.58 0.29 26.67 0.44 41.00 0.68 61.00 1.02 24" N/A N/A N/A N/A 31.00 0.51 46.00 0.77 GROUND SIDE VIEW GROUND PLATE _ PLATE CONCRETE PAD FINISHED GRADE. LL#6 AWG SOLID BARE COPPER _ -\ WIRESit----- WATER SOURCE: DRIP VALVE TYPICAL TECHLINE DRIPPER If L - OR LATERAL FROM VALVE. LINE TUBING. CADWELD CONNECTOR _. - TYPICAL .,PVC, .OR ..POLY:.. (' s R. _ SUPPLY HEADER. , UTILITY B OX. TYPICAL SU ,� SUPPLY OR EXHAUST HEADER. PVC SWEEP ELL- MANUAL LINE FLUSING (1 2" OR iv F VALVE PLUMBED TO PVC OR LARGER) _ POLY. GROUND PLATES m i EARTH CONTACT SUPPLY HEADER. MATERIALtA GROUND ROD GROUND PLATE SPHERE OF INFLUENCE #6 AWG SOLID BARE END OF LINE. CAPPED LINE. COPPER WIRES SECTION VIEW _._._ * OR BELOW FROSTLIKE, WHICHEVER IS DEEPER F ASIC GROUNDING INSTALLATION FIGURE 6 -UP To 128 STATIONS, NON -ROCKY SOILS THRUST BLOCKING JG � F 08-16-11 FOR,PERM ITTI G 'Prepared by: -- 979-777-0065 jeremygreenhaw@gmail.com O L: 4 _ NOT TO SCALE 328409.79-03 NOT TO SCALE 328409.76-25 F `__ C 11.08.16 INITIAL SUBMISSION F ' to F Q EXHAUST HEADER TOTAL THE COMBINED CHECK LONGEST LENGTH OF THESE LATERAL AGAINST F LATERALS AND COMPARE MAXIMUM LENGTH IT AGAINST THE MAXIMUM OF SINGLE LENGTH OF SINGLE LATERAL TABLE. LATERAL TABLE. ISLAND IRREGULAR AREAS: BRANCHING OUT JOINING LATERALS LAYOUT ODD CURVES LATERALS F MANUAL LINE FLUSHING VALVE. TOP OF SLOPE. TECHLINE CV LATERAL TUBING. PVC SUPPLY LATERALS PARALLEL TO THE HEADER. CONTOURS OF THE SLOPE. PVC EXHAUST HEADER. SLOPE. TOP rr TOE OF / 54" MAX. / ELEVATION \, TOP Y3 OF CHANGE \ SLOPE: CONVENTIONAL ��\ \ SPACING. OF SLOPE: REMOTE CONTROL BOTTOM Y3 i CONVENTIONAL SPACING VALVE ASSEMBLY. PLUS 25% IRREGULAR ( SLOPE FEED LAYOUT AREAS: TRIANGULAR TYPICAL NETAFIM TECHLINE CV REQUIREMENTS 2 3" = 1'-0" 328413.56-33 LANDSCA S D ARCHITECT Q�®\100SC,gp� tgati017 c3 CIDl JG � F 08-16-11 FOR,PERM ITTI G 'Prepared by: Jeremy Greenhaw,RLA No. 2673 979-777-0065 jeremygreenhaw@gmail.com O L: � lei 2011.009 a � w O C 11.08.16 INITIAL SUBMISSION I �V ry c CCi � -c0 U W F_ E zw 00 J d' (DLILI c: cu 00 o IZ 0 <C 0 F- o � o z cn J 4-0 p 00 DWN BY: CKD BY: JG JG SCALE: NOTED DATE: 11.08.16 CAD #: LRPH2A 2011.009 SHEET No. ■ 2" 0.4Y/ \1 T ` `v. _- Ill 110 6.8 77-\, ... tl� 111 on \ .�VT. p`l'`jj 14.9 19 - In Ot f Conne Ion Existing 1.5° 01' -Irrigation M�pter. -,Verify 75 GPM fl w 1/2 21�z �nd 75�PS(static before Inst If 6\0 18 1,/Z i t rlterla arr/rr�t ` V 1„ ��l\NIX av, ,, I b Contact L - dscape ,: \ i \ rchlteC � rlor to Insta[I tion. ° 3/ 11/2 3/4'. Do N ' t Exceed Feet V Per Seton Adhere losely to 3/4 4" �, \ pipe sli s Indica d. Off 3/„ •. T443/41• N S F m k-,.. b .� AN, 4? S r - i. 1 JS „ �s .;;`,.iti,->i.*,�s�t -�h 3/4rr j \ - 3 - r r�. 4 _�. Ogg kin t_ f 3 >.0 r, 4 K t~ 4 r � 2. f r s a , \ f , t t s.. } r_ s f i ar 1 yrs P r� y � st �,. s''•Y � � �..k�-. ,. �� � S >:l`\ . �...: v 'c � P i i'� 3L `: �:r :.. ^i c _ Po 1 3/4'. AT E/ \ OF - C- 9 O r top r vide 1 1 t ec rlcal l ccsnd It thr o u h w 9 all lectrlcaf to controller art ;ccess pocturedurrg-Irrg,on \\ \ U,1-WS1 (Ja-2-Y 4) 13 13 14 `-Mount controller Inside pool control room, Provide Hunter IRC Kit Mount Hunter WRF S on -4 ouse ..11c����\` 16.9 .3 10.8 Phase M WINi S 3 Y a - an a f 4 .r �. ac , t � i x Y UC latero �a Y ss , v s. s \ 4' w� z, f, f � i RRIGATION SCHEDULE IRRIGATION NOTE , SYMBOL MANUFACTURER/KAODEL/DESCRIPTION QTY PSI 1. All mainline and lateral line piping and control wires under paving shall bei stalled in sleeves. Lateral \\\��° - - line sleeves shall be a minimum of twice (2X) the diameter of the pipe to be sl eved. Mainline sleeves to \\\\\\\\\\ 0 0o Hunter PROS -04 -CV' 5' radius 196 30 be adequate size to allow for removal and repair of piping. Control wire sleev s shall be of sufficient size \\\\\\ -Q H F f, for the required number of wires: under paving. Turf Spray, 4 pop up with factory installed drain check valve. 2. Pipe sizes shall conform torthose shown on the drawings. No substitutions of smaller pipe sizes shall Q Hunter PROS -04 -CV 8' radius 73 30 be permitted, but substitutions of.larger sizes may be approved. All damaged and rejected pipe shall be I& Q T H F Turf Spray, 4 pop-up with factory installed drain check valve. removed from the site at the time of said rejection. Hunter PROS -04 -CV 10' radius 73 30 3. Contractor to install all backflow prevention devices and all piping between the point of connection Q T H F Turf Spray, 4" pop-up with factory installed drain check valve. and the backflow preventer as per local and governing authorities. 4, Final location of the backflow reventer and automatic controller shall be a, proved by the owner's 0 Hunter PROS -04 -CV 12' radius 26 30 P Q T H TT TQ F„ authorized representative. Turf Spray, 4 pop-up with factory installed drain check valve. f; 5. 120 VAC electrical power source at controller location shall be provided by others. The irrigation 0 000(0 Hunter PROS -04 -CV 15' radius 5 30 contractor shall make the final• connection from the electrical source to the con roller. Q T H TT TQ F Turf Spray, 4" pop-up with facto installed drain check valve. factory 6. All sprinkler heads shall be set pto fine s otherwi e s d. Heads shall P perpendicular sh grade unles ed e p IR 0 9 ❑o Hunter PCB -10, 1 GPM PressureCompensating Bubbler 34 30 be black in color. �✓��, 25 50 10 20 Flood Bubbler, Installed on Hunter PROS -04 -CV Body y 7. The irrigation contractor shall flush and adjust all sprinkler heads and valves for optimum coverage 21 i" with minimal overspray onto walks, streets, walls etc. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY P Y ° - 1 � 3�r,8. This design is is r ammatic. Allpiping,valves, etc., shown within paved at i s for designn Hunter - -1 clarification y. eocaonapprovaoLanspe Architect and Owners Drip Control Zone Kit, 1" ICV control Representative to accommodate existing job conditions. l� zone valve with 1" HY100 Wye filter, 150 P 91 9. It is the responsibility t of the irrigation contractor elf with all rade differences, .� mesh and 25psi high-flow to familiarize hems sh hflwr ✓ p 9 o regulator. P Y 99 9 1° location of walls retaining wails structures and utilities. The irrigation contractor shall repairair or re lace -all e items damaged h contractors b is work. o t actors for the -.Iota ion n He shall coordinate his work with c t and _ o t other N afi 9 Y et m TL050MFV 1 , 7 installation of i ff pipe sleeves #hrough walls, under roadways and. paving, etc..: Automatic fl v _ flush valve, 1/ 2 male pipe v pP Y , ,� ✓. .7 thread. Install mValve Box. 10. All work k S halbeinstaI led m„ accordance with applicable codes and ordinances a ces of the Cit of Collegee Station,the tate of Texas and the National Electrical cal Code and all uthonties.?0_ Netafim TLAVRV r � : AirVacuum relief valve, 1/2„ male pipe 11. The wire paths shall be twisted .pair, solid -core, color --coded red/blue pairs ith each conductor in a �✓� thread. Install in Valve Box. jacket ack t s i ,. _ , e suitable fo it -...,. �polyethylener,d ect burial. The wire shall be installed in a Schedule 80 electrical 1 -x r condurt.The two -wire paths shall be Hunter Industries Model IDWIRE2for 12 1NG(2mm) conductors for Area to Receive Dripline extended range (over 10,000 ft./3km, Up to 15,000 ft./4,5km). The two -wire pats maybe spliced, or Netafim TLCV6-12-184 OOOs.f. "teed", permitting extensions of.the path in multiple directions. In general, the distance from the controller k✓ Landscape Dripperline with 0.6gph emitters at 12" o.c. with to the end of any one end of a "tee" or wire run shall not exceed the maximum for the gauge of wire, even r check valve, pressure compensation, 14.7psi min. to 50psi if the total of all wire exceeds that number. For example, a pathcomprised of IDWIRE1 (rated for 2W' INSTALL T ST BLOCKS - max. Dripperline laterals spaced at 18'.' apart, with emitters 10,000ft./3km) could extend 5000 ft./1.5km to a "tee" splice, and each arm of the tee could extend an AT EACH GE OF DIRECTION offset for triangular P p additional 5000 ft./l.5km. The total wire connected would equal 15,000 ft./4.5km, but the distance from g pattern. Offset 4 from all boundaries. fi 2` the controller, to the end of each rung would be 10,000ft,/3km or less, meeting he specification. All wire 7"n , 21�z" &4- splices must be made in a valve box with DBR-6 direct -burial waterproof connectors. Maximum �✓ SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY distance from decoder out ut to solenoid under normal conditions shall be 100�ft./33m. Wire runs 1" Do Not Exp d 5 Feet P 3 between decoder output and solenoid shall be twisted wire when in excess of 20 ft./7m, to assist in surge .„ Per Second.Ade closely to Hunter ICV AS, See plan for sizes (1" or 1.5") 14 protection. pipe sizes mated, Electric Remote' Control Valve, 220 psi `\ ° rated plastic globe valve, Accu -Set pressure regulator. 12. The sprinkler system design is based on a minimum static pressure.of 75 psi and a maximum ° flow demand of 75 gpm. The irrigation contractor shall verify water pressure prior to construction. Report an difference between.the water pressure indicated on the drawings aitid the actual pressure ° u{ t$ \ KBI LT 18 P Y P \\� °reading at the irrigation point of connection to the owner's authorized representative. PVC S chedule 80 Ball Valve, Slip X Slip, Line Size to N tr ,E 4swrs ° be installed 13. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences or differences in the area dimensions exist that might not rNi Hunter ICV -201G -FS -AS 2„ 1 have been considered in the engineering, Such obstructions or differences should be brought to the Electric Remote Control Valve , 220 psi attention of the owners authorized representative. In the event this notification is not performed, the k� rated plastic globe valve.Accu-Set pressure regulator. irrigation contractor shall assume full responsibility for any revisions necessa Wilkins 950 XLT Backflow Device 2" 1 14. All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturer's j� a _ ✓� "2" Double Check Assembly recommendations and specifications. C 1 15. The irrigation contractor shall -install serviceable check valves on all he in areas where finish i h 1 Hunter ACC -99D 9 x'} ` grade exceeds 4:1, where post valve shutoff draining of the irrigation head occurs or as directed by the 'a'n� s ¢, xx r a - aid£ 1 S , ✓ 2 -Wire Decoder Controller with 99 station ca aci iT n< P owners authorized representative._. .metal cabinet. Provide Hunter ICR Kit with system. !� { 3/4" 16. The contractor shall be a Registered `License Irrigator in the State of Texas. Contractor must FWS] Hunter WRFS 1 conform to all codes as stated in section 34 of the Texas Water Code and TCEQ. \ -:.. ,�- r '-r til f kk'+r w k. i$ • ✓, d eve ry_ 5_0 wdith: ato n \_ , „\�\, ,\��r G��'�r• �_� << ,-'� r� ,.r�«t�,tc s�., :' tom �ru7 ��✓ Wireless r ainfreez a se nsor with outdoor interface,llength of beconnects to HunterACC-con controller install note ' valves, - -- All remote te contro f va ve s ate v`=alves, quick : c. k cou le rs control wire and t om uter cable pull points ected to_drl shall be installed in approved v Ies borxeswith covers. /Yp S Hunter HFS FCT-20 18. Waterproof C nHectors to be, used on a11 wire connections: Submit sample to landscape Sensorfor with ACC controller, 2„S Schedule architect. All connections in the two -wire paths outside the controller enclosure) shall be made 40 Sensor Bodyp . ( ) with 3M DBR-6 waterproof, strain-relievingdirect burial connectors. Deco er output to solenoid 4' \ i 4 3 k4 l 3 b p p u connections shall be made with 3M DBY waterproof, strain -relieving conn ctors, or exact equals, r PR Wilkins Pressure Reducing Valve -Model 70DM 1 9 No substitution of wire or wire connectors specifications is permissible. All connections, \ A s tai rk y ❑ f, p p ons, tees, and x : r!- - k . 2 Ad ustable ran a from 25 75 si-field ad us /. J 9 p j t as splices shall be positioned in valve boxes for future location and service. k�„y .z ,s , S'''ae' - ` required. \49 / Install`, l� . _ �,_,, _ ,���✓,f_- 1 19. Irrigation on C ontra ctor s hall procure re all permits license, and a all charges and fees and give all 3/41, 1 necessary notices for the completion of work. atlon Ian Js dla mm cit Wilkins Model YB Y Wilkins YB Series Strainer re. Do : , 17 4 20. Refer tospecifications for additional detailed information. \i R � Y :may � 4 I r.. x Bads or any other � � } o er I ryatlon � � � � 1: i7 \ J'4�, 1. �..e r'r ... x `" x;.�. �?P ��,� �.. ° ff -� :1 / .. s 2 Irrigation .. ,, � 4 a � Y°i i at on Later I Li .. . f � a Line: x , Polyethylene h t line an PVC d Class 200 - 4 406 Lf. 9 a _ � �, > tomo n one t outside of /� r e Dies �... 21. All valves to be adjusted o m p d t minimize fogging and maximized coverage. D not adjust at the h �t,-�,' � ,f � 1 99 9 9 1 // s \ 1 /2 m ed co head L\. `� � 5a " !� . }� ~7' � \ Or Under con ret ^t'` � � z �{��,�'� t � -* "� �tTa• 1 -' UnIBSS absolutely e s \\ ! �' Uf ' r - '( 4.0 - - Irrigation Mainline: y n cessary. � 9 1 ne PVC Schedule 40 1,2831.f. n :: /"���, " , t, ;y., -< .,j .r 4�,�i. ,� _ x � _' . �. - �s '2�K*r.:� 4�. ,"r� � r ,.� ..:-. �-r�a�.S:,,\ � `� \@ t x,;'.�..`.?•,:,:,rr s2 r- t'i,z�ii.z,.;-z':+,.',r;:,,,� ,�zs`4��::r.,,i,r.� 22. C ontractor shall not disturb roots of existing trees. There shall be no mach ne trenching below the4f 0Pipe Sleeve: PVC Schedule 0 206.5I.f. dri Iine of existing trees.3i Et--yr�„` .. �� k .-. 5 � t� ;• s.�r'y'x, , i, 'Hit....w ,s .#`� tl^+,''� f ss ir"" r -� .>a „ 1 � Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall v -- ,...�, >i .. _. ,l_ ,. x c_. a Y ,.. 23 E �. � xtrem � � �� � �� .,�,k � ;_ �.:., - allow for e care shall be exercised in excavator and working near utilities. Contractor shall vin the y �� _, z o irrigation piping and their related couplings to easily 9 9 verify h, ') , . , 5� 3/a" location \„and condition of all utllifies and be responsible for damage to an utilities. ° s �, z, ,� �� � � 4� �,�;�%� � 1i, \� -� ,�` ,, � slide through sleeving material. Extend sleeves 18 inches beyond edgesP 9 Y 'O ® 274 of paving or construction. 24 i• Contractor shall clear I mark all exposed x � 3 1 e cavations materials and a ui int. Cover or barricade Valve Callout Y Pq p� a e . f /� - trenches when the contractor is not on the site. Take all necessary safety precautions to protect and 1 �v3 e --- / Valve Number prevent to an #k#. ---Valve P 1 rY Y Persons on the site. 4 \ / Flow i ( _ - 25. All automatic irrigation systems shall be equipped with a controller capable of dual or multiple 8 Valve Size programming. Controllers shall have multiple cycle start capacity and a flexible calendar program, .3 _- • • 3 r. 5 /< including 1 i the capacity of being et to water every five days. All automatic irri a ions stems shall be 9� 1 ' nn,,,,,, ' un,,,,,,,_ Y 9 Y 1 I,,,Itlil,l,,,,,,,,, equipped with a rain sensor shutoff device: 3 r // ' �- CRITICAL ANALYSIS Jill l�l ,I��I,Illtl„n�t, t, - r 26. Irrigation in Texas is regulated by the Texas Commission on Environmenta ;Quality, P.O, Box 13087, 7 u ?"11`A,IIuTHRUST / ` - Do Not It ceed 5 Feet Austin, Texas 78711-3087. 1A 1 f, Per Second.A\dhere closely -to P.O.C. NUMBER:01 l,lllll�kil, 1, l,lii,i„.I11 BLOC �+, Water Source Information: �plpe slzeSlndlCcited, 27. The irrigation contractor will provide 48 hour notice to landscape architect f r preliminary inspection of AT EACH CHANGE c head la out flagging and mainline locations prior Y. 7:7 7. i Y gg g p or to trenching or installing the piping. The contractor will OF DIRECTION 1Yianl''unnnnnu,t'� - FLOW AVA LAB - i 491 I LE be responsible for re-installin an such material that is not roved to be installed. \ } Water Meter Size: fl ,. 9, Y PP �. f 1 1-1/2 va es as shown at , _.. �' ..responsible_ r i Flow i 8. The irrigation I Available: 5.00 m at on contractor -will be_'f r n„ 7 go maintainin a clean and safe obsite within the scope 9p est I - umbo 11 _. / - -. 1_ , E I f " 3 of r , _ li es onsible of the irri i _ __ ateoncontraCtor:-.Thelandscape _ :, ._.-_ architect and/or .. /a _ P/o the.: wrier s representativew i ,_ 1 tY 9 ill (rrte _ an .lac .all v Iv nluui, e a es� , ._. ....... � 1 _ - observe = _ ti ; l = _ _ � e e the installation for un safe and n _ n,_ on indust standardsforirrigation: st Ilatron. -l'h se coul rr 1 - rr _ PRESSURE AVAILABLE _rY_e . d I) 1�/z i I stl t � j g 9 f 1 1 _ u result e I ,-. n a job stoppage un s the n 1 - _tel terns areaddressed` /a ,.u and cared for. The erre i ,,.(,un , . , _ :. � �, Static Pressure Jgat on contractor well bear uii i _ _ u e at POC. 75.00 psi Br edk FIS: _ r _ tCRh1t . ,..:fin a , _ tom lite res o .,. �P p p nsebelityfor costs recurred for addressee these issues, rl. _ r -1-1- r levation Change. 5.00 ft ::9 .-I �- 91.,f /�� �- - _ '? _ - Service Line Size. 4 .._ - Length of Service Line: ft 20 00 VALVE SCHEDULE Bader to run length of bed - Pressure Available: 73.00 psi and be conn�ctqcl to drip tubft ache d and every - DESIGN ANALYSIS NUMBER MODEL SIZE TYPE WIRE GPM PRECIP 22- 50' It a ross Ia eral pipe. 1 Hunter ICV -AS 1" ; Turf Spray 334.9 .10.41 1.06 in/h -� - p p Maximum Multi -valve Flow: 75.00 gpm p Y 10.8 8 i 1 17.9 6 " Flow Available at POC: 75.00 gpm 2 Hunter ICV -AS 1° Turf Spray 158.1 10.76 1.04 in/h • , ' ' �>' � STALL ° BLO K 11 Residual Flow Available: 0.00 gpm 3 Hunter ICV -AS 1-1/2" Turf Spray 155.4 16.89 1.09 in/h 1.3 k A EACH CHANGE 4 Hunter PCZ -101-25 1" Area for Dripline 331.8 6.83 0.70 in/h I OF DIRECTION Critical Station: 8 5 Hunter ICV -AS 1" Bubbler 196.4 4.00 30.64! in/h 1Y2' Design Pressure: 30.00 psi 6 Hunter PCZ -101-25 1" Area for Dripline 199.3 3.74 0.70 in/h PARTIAL SITE PLAN -PHASE 2A Loss Elev. high head to valve: 0.00 psi 7 Hunter ICV -AS 1" Turf Spray 201.5 7.68 0.77 in/h 979-777-0065 1" = 20' Pipe Loss Critical Head: Loss Fitting Factor: 3.64 psi 0.36 psi 8 9 Hunter PCZ -101-25 Hunter ICV -AS 1" 1-1/2" Area for Dripline Bubbler 289.1 292.8 10.76 20.00 0.70 in/h 30.64 in/h 0 20 40 60 feet Loss through Valve: Pressure Req. at Critical Station: 1.50 psi 35.51 psi 10 11 Hunter ICV -AS Hunter ICV -AS 1-1/2" 1" Turf Spray Bubbler 296.8 477,6 17.86 4.00 1.39 in/h 30.64 in/h Loss for Fittings: 0.52 psi 12 Hunter ICV -AS 1-1/2" Turf Spray 475.0 17.40 1.31 in/h Loss for Main Line: 5.24 psi 13 Hunter ICV -AS 1" Turf Spray 294.9 10.88 1.04 in/h SCALE: 11' = 20' �9 Loss for POC to Valve Elevation: 0.00 psi 14 Hunter ICV -AS 1" Turf Spray 291.5 9.46 1.19 in/h %` /Y Loss for Backflow: Loss for Master Valve: 5.80 psi 2.40 psi 15 16 Hunter ICV -AS Hunter PCZ -101-25 1-112" 1" Turf Spray Area for Dripline 287.8 280.3 31.44 0.90 0.95 in/h 0.70 in/h Ill Loss for Water Meter: Critical Station Pressure at POC: 0.65 psi 50.12 psi 17 18 Hunter PCZ -101-25 Hunter ICV -AS 1" 1" Area for Dripline Bubbler 282.9 454.3 2.41 6.00 0.70 in/h 30.64 in/h Pressure Available: 73.00 psi 19 Hunter ICV -AS 1-1/2" Turf Spray 456.9 14.91 1.45 in/h Residual Pressure Available: 22.88 psi Common Wire 1,283 ®�,pNDSCgp� igatia, b O e SO .JG CID N � m o A 2 3 •� r �n c '9 a nr ., s F 08-16-11 FOR PERMITTING Prepared by: Jeremy Greenhaw,RLA No. 2673 979-777-0065 jeremygreenhaw@gmaii.com O L LRPH2A v V a V � w O � 11.08.16 INITIAL SUBMISSION N n ^♦♦ i� W LLI v/ 00 Q_ w ♦^ F - ^v♦ _ W 00 E ZW 0 O fi -0 't 0LU O CU CL W �Q O L_ X LLJ a) Ill - z M.0 J M C: U) L 0 W� �-i ICU � I 3 ff,ffJ U DWN BY: CKD BY: .JG JG SCALE: NOTED DATE: 11.08.16 CAD #: LRPH2A 2011.009 SHEET No. DO NOT INSTALL HEAD NOTE: 1. INSTALL ONE (1) VALVE PER VALVE HUNTER ACC TIMER MODEL ACC99D WITHIN 4" OF ANY HARD 4" MIN. BOX. METAL CABINET INSTALL NOZZLE P�pRp�N 2.FOLLOW ORDER OF ASSEMBLY AS -18"-24" COILED WIRE TO DECODER LOCATION -FIELD VERIFY SHOWN. - WATERPROOF CONNECTORS INSTALL HUNTER ICR-REMOTE MATCHED PRECIPITATION 3. FIELD VERIFY ACCESS TO VALVE FOR USE 3M DBR-6 CONNECTORS CONTROL KIT RATE- NO EXCEPTIONS MAINTENANCE AFTER INSTALLATION -.NO SUBSTITUTIONS INSTALL HUNTER WRFS SENSOR FINISH GRADE THROUGH VALVE BOX LID. 'i -IDENTIFY VALVE WITH MOUNTED WRFS RECEIVER 4. DO NOT INSTALL VALVE IN A HIGH DURABLE PRE -APPROVED ID TAG TRAFFIC AREA FOR LAWN EQUIPMENT, JUMBO METER VALVE BOX WRFS SENSOR UNIT BACKFILL -NO TRASH OR FOOT TRAFFIC OR VEHICLES. DEBRIS -NO SUBSTITUTIONS 5. FIELD VERIFY VALVE BOX FLUSH ITH ONE. VALVE PER VALVE BOX ONLY 4"� RIGID STEEL CONDUIT FOR MOUNTING WALL - FINAL GRADE. `MAINLINE PIPING AND FITTINGS 110V 4 POPUP SPRAYER, ELECTRICAL SOURCE. INSTALL PER HUNTER MODEL -- FINISH GRADE REGULATING AUTHORITY ELECTRICAL _ / _. o PROS -CV -XX _ �. 0; CHECKVALVE TO BE BUILT - BACKFILL -NO TRASH OR DEBRIS 1"0 GRAY PVC CONDUI_FR / / IN- REMOTE CONTROL VALVE CONTROL WIRES. NO SUBSTITUTIONS -EXTERNAL WALL HUNTER MODEL ICV-XXXG-AS �� FIELD VERIFY THREADS ARE NOTES: 1 " LONG SWEEP INSERTED FULLY INTO HEAD 1. DO NOT INSTALL WITHIN - BRICK SUPPORTS AS NEEDED 4" OF ANY HARD SURFACE. 4 MINIMUM PER VALVE BOX, NOTES: 90° ELL FIELD VERIFY VALVE BOX DOES 2. VERIFY VERTICAL POPUP 1. MOUNT TIMER AT EYE LEVEL. LB JUNCTION BOX AFTER FINAL GRADE NOT REST ON PVC PIPING OR VALVE 2.OWNER TO PROVIDE 110V SERVICE FOR TIMER. HUNTER SWINGJOINT MODEL _ INSTALLATION. 3. VERIFY HEADS INSTALLED NOTES: SJ -512. MAINTAIN 12" < -..::: 3. INSTALL NEW BATTERIES AS AT GRADE. - = SCH 80 T.O.E. NIPPLE . USENSOR ON ANY SURACE MINIMUM LENGTH FROM WHERE IT WILL BE EXPOSED TO FITTING TEE TO HEAD REQUIRED. _ 4. USE FACTORY INSTALLED 1MOUNT 4. GROUND TIMER PER UNOBSTRUCTED RAINFALL. CONNECTION CHECKVALVE IN ALL MANUFACTURE SPECIFICATIONS. - 5. SECURELY BOLT CONTROLLER 2. DO NOT MOUNT SENSOR IN PATH __ HEADS. -NO EXCEPTIONS. OF IRRIGATION HEADS, UNDER TREES PVC SCH. 40 FITTING AND - 5. DO NOT MIX NOZZLE TO WALL. NO MOVEMENT WILL LATERAL PIPING BE ACCEPTABLE. FINISH GRADE OR EAVES. __ MANUFACTURERS WITH 6. VERIFY CONTROLLER DOOR IS 3. VERIFY SENSOR IS WITHIN 300' BODY MANUFACTURER. -- - -, - OF RECEIVER UNIT -LINE OF SIGHT. 6. INSTALL HUNTER OUT OF THE WAY OF WALL SWINGJOINT MODEL - SWITCHES. 4. MOUNT -RELIEVER .WITHIN- 6 - OF SJ 512. ;MAIN LINE PIPE AND FITTINGS d CONTROLLER. 7.INSTALL NOZZLE PER PLAN 7. PROVIDE, INSTALL AND ( ' _ , ._.. _, ; -3/4" ,ANGULAR LIMESTONE -_- TO MATCH PRECIPITATION- „ VERIFY OPERATION OF HUNTER _ � ___ - ; ", -="MAINTAIN 6 CLEARANCE MINIMUM -- ICR-REMOTE CONTROL UNIT. RATE. DO NOT OVERSPRAY - HARD SURFACES DIRECTION OF WATER 8. PROVIDE CONTRACTOR 1 " LONG SWEEP .LINE SIZE PVC SLIP UNIONS CONTACT INFORMATION ON BUILDINGS OR VEHICLES. FLOW -��� BOTH: SIDES 90° ELL CONTROLLER AS REQUIRED BY TCEQ. HUNTER ACC INTERIOR WALL MOUNT CONTROLLER WIRELESS RAIN/FREEZE SENSOR INSTALLATION 4 INCH- POP P,:SPRAYER WITH W N - WIRELESS _ ��� S I GJOINT HUNTER ICV VALVE --DECODER NOT TO SCALE DETAIL -FILE O`J NOT TO SCALE 328409.33-01 NOT TO SCALE 328403.13-04 NOTE: SET HEAD INSIDE WATER WELL 1. INSTALL ONE (1) DRIP KIT WITH VALVE PER PLACE HEAD ON THE UPSIDE OF THE VALVE BOX. TREE TO THE SLOPE 2.FOLLOW ORDER OF ASSEMBLY AS SHOWN. 3. FIELD VERIFY ACCESS TO FILTER FOR CLEANING INSTALL BUBBLER NOZZLE PER PLAN HUNTER MODEL PCB FINISH GRADE WATER WELL -SEE PLANTING DETAIL 4" POPOP SPRAYER, HUNTER MODEL PROS -CV -XX CHECKVALVE TO BE BUILT IN- WITHTNBSS�L NTGi VHf6N NEEDED. MAINTAIN 12" MINIMUM LENGTH FROM FITTING TEE TO HEAD CONNECTION FIELD VERIFY BARBS ARE INSERTED FULLY INTO FLEX TUBING O` O PVC SCH. 40 FITTING AND --J LATERAL PIPING EE ROOTBALL- SEE PLANTING D ETAI L AFTER INSTALLATION THROUGH METER BOX LID. 4. DO NOT INSTALL VALVE IN A HIGH TRAFFIC AREA FOR LAWN EQUIPMENT, FOOT TRAFFIC OR VEHICLES. 5. FIELD VERIFY VALVE BOX FLUSH WITH FINAL GRADE. 18„-24" COILED WIRE TO DECODER NOT TO SCALE DETAIL -FILE VALVE BOX LID, HEAD BRAND "J BOX" ON LID WITH 2" HIGH LETTERS TYPICAL BUBBLER INSTALLATION 4 - - WATERPROOF CONNECTORS - TYPICAL DRIP CONTROL ZON�EK USE 3M DBR-6 CONNECTORS - BUNDLE JUNCTION BOX NO SUBSTITUTIONS �... 11.08.16 �- FINISH GRADE SLOPE- 6 TAGS BACKFILL -NO TRASH OR DEBRIS v 3M DBR-6 WATERPROOF CONNECTORS -NO SUBSTITUTIONS. -- --- �` 328403.53-05 ALL WIRE CONNECTIONS MUST BE DETAIL -FILE - DRIP ZONE KIT- MODEL PCZ -101 7 WITH FILTER (TIP 45°) CONNECTOR. J REGULATOR SET AT 20PS1 DECODER WIRES HUNTER + - METER VALVE BOX MODEL IDWIRE2 -; -NO SUBSTITUTIONS CONNECT TO HUNTER 'DECODER AS REQUIRED FOR STATIONS 6" ROUND STANDARD VALVE ONE VALVE PER VALVE BOX ONLY FINISH GRADE --, I- HUNTER MODEL ICD -XXX EXTRA DECODER WIRE HUNTER _ MAINLINE PIPING AND FITTINGS NOTES: MODEL IDWIRE2 6" ROUND STANDARD VALVEBOX 1. DO NOT INSTALL OUTSIDE WATER WELL, - i i - BRICK SUPPORTS AS NEEDED 2. VERIFY VERTICAL POPUP OF BUBBLER BODY. �� --- 4 MINIMUM PER VALVE BOX, 3. VERIFY POPUP BODY FINAL INSTALLATION AT 2 HIGHER THAN FINISH - _ z FIELD VERIFY VALVE BOX DOES GRADE. STRIP NOT REST ON PVC PIPING OR VALVE 4. USE FACTORY INSTALLED CHECKVALVE IN ALL HEADS. -NO EXCEPTIONS. AIR RELIEF/VACCUUM VALVE 5. DO NOT MIX NOZZLE MANUFACTURERS WITH BODY MANUFACTURER. _ 6. VERIFY FLEX TUBE LENGTHS ARE A MINIMUM OF 12" FROM PVC FITTING 3/4" ANGULAR LIMESTONE TO HEAD BASE AND THAT THERE ARE NO KINKS IN FLEX TUBE DIRECTION OF WATER MAINTAIN 6" CLEARANCE MINIMUM 7. RUN FLEX TUBING OUTSIDE OF TREE WATER WELL. NO HARD PIPE FLOW --/� FINISH GRADE INSIDE TREE WELL. AUTOMATIC LINE FLUSH VALVE 7.INSTALL NOZZLE PER PLAN TO MATCH PRECIPITATION RATE.. T R 4" MALE X z FEMAL�V NOT TO SCALE DETAIL -FILE VALVE BOX LID, HEAD BRAND "J BOX" ON LID WITH 2" HIGH LETTERS LABEL EXTRA WIRE AND PROVIDE A 30" LOOP TYPICAL BUBBLER INSTALLATION 4 �� FINISH GRADE TYPICAL DRIP CONTROL ZON�EK IT /�:24VO'LT CONTROL WIRE TO REMOTE BUNDLE JUNCTION BOX DATE: CONTROL VALVES 11.08.16 LABEL ALL WIRES WITH WATERPROOF 6 TAGS SHEET No. 3M DBR-6 WATERPROOF CONNECTORS -NO SUBSTITUTIONS. 328403.53-05 ALL WIRE CONNECTIONS MUST BE DETAIL -FILE NOT TO SCALE MADE IN A VALVEBOX WITH THIS CONNECTOR. DECODER WIRES HUNTER FINISH GRADE;- MODEL IDWIRE2 CONNECT TO HUNTER 'DECODER AS REQUIRED FOR STATIONS 6" ROUND STANDARD VALVE TO BE OPERATED IN VICINITY FINISH GRADE I- HUNTER MODEL ICD -XXX EXTRA DECODER WIRE HUNTER 1 /2„ MODEL IDWIRE2 6" ROUND STANDARD VALVEBOX LABEL EXTRA WIRE AND PROVIDE A 30" LOOP NOT TO SCALE 328406.33-01 NOT TO SCALE 328409.79-04 NOT TO SCALE 328413.49-34 NOT TO SCALE 328413.53-04 lmKluf"ATl0%'N N mui Ory M Jc 0L) w W 0E Q 00 c: i -t 0Lu 00 0 C) W� C)z m 0 rk Q cf) L. 0 a) O ,Al W� co W P M CCS J U -� DWN BY: TYPICAL BUBBLER INSTALLATION 4 �� TYPICAL DRIP CONTROL ZON�EK IT DECODER WIRE BUNDLE JUNCTION BOX DATE: 11.08.16 CAD #: 6 2011.009 SHEET No. ■ NOT TO SCALE 328403.53-05 NOT TO SCALE DETAIL -FILE NOT TO SCALE ": DETAIL -FILE FINISH GRADE;- 6" ROUND STANDARD VALVE FINISH GRADE 1 /2„ COMPRESSION RING PROVIDOED_- 6" ROUND STANDARD VALVEBOX - _ z STRIP WIRES APPROXIMATELY 1/2" FROM ENDS AIR RELIEF/VACCUUM VALVE STEP 2 AND TWIST ENDS TOGETHER. NETAFIM MODEL NUMBER FINISH GRADE J f AUTOMATIC LINE FLUSH VALVE T R 4" MALE X z FEMAL�V : NETAFIM MODEL F-TLVF-1 REDUCER BUSHING TXT z 10" ROUND VALVE - - 4„ PVC COUPLING TXT - BOX STEP 3 TWIST WIRE NUT ONTO WIRE ENDS. " -NO SUBSTITUTIONS PUSH WIRE NUT PVC RISER TXT 10" PVC PIPE EXTENSION r INTO CONNECTOR LENGTH AS NEEDED LENGTH AS REQUIRED PAST TABS. TECHLINE CV TUBING PVC LATERAL OR TECHLINE NOT ALLOW TO REST ON ti.. .. : __ __ : - ; ,.-- :. BLANK TUBING -ATTACH GING ATTACH RISER _ PIPE _ ;'. _. TO THIS PIPE _ 3. USE FOUR OUR 4 BRICKS IN M IMUM- STEP 4 STEP 5 _ RI K SUPPORVd BRICK TS AS "N E EDED STAINLESS STEEL. HOS. E- ,: PER VALVE BOX TO BLOCK VALVE BOXES AND SET LEVEL TO FINISH r i STRAP TOP TO FIELD VERIFY VALVEBOX DOES NOT REST ON AIR RELIEF ;- CLAMPS IF NOT USING E CONNECTOR. a� G DEE. -1SCH40 BALL 2 I VALVE OR PIPING :. - ADAPTER TO DRIP TUBING VALVE _ BACKFILL FREE OF TRASH AND - IF NOT USING PVC LATERAL _.'. -NO METAL GATE VALVES DEBRIS - TABS,> ANGULAR LIMESTONE SUMP BRICK SUPPORTS AS NEEDED DO NOT ALLOW TO REST ON 4 MINIMUM SIZE OF 1 CUBIC FIELD VERIFY VALVEBOX DOES ---_ PIPE FOOT _ NOT REST ON AIR RELIEF NOTES: VALVE OR PIPING 1. DO NOT INSTALL LINE FLUSH ANGULAR LIMESTONE 4" ANGULAR LIMESTONE SIX :, NOTE: VALVE AND AIR RELIEF VALVE IN SAME 4' BACKFILL FREE OF TRASH AND NOTES:` (6) 1. INSPECT, TEST, AND VERIFY PROPER SYSTEM CONNECTION BEFORE VALVEBOX. 2. FOLLOW ORDER OF ASSEMBLY. DEBRIS 1. DO NOT INSTALL AIR RELIEF VALVE INCH DEPTH MINIMUM INSERTION INTO SEALANT CARTRIDGE. 3. VERIFY ACCESS TO LINE FLUSH AND LINE FLUSH VALVE IN SAME TYPICAL 2. DO NOT REUSE E SE SEALANT CARTRIDGES. VALVE THROUGH VALVEBOX LID. VALVEBOX. 3. NO SUBSTITUTIONS. 4. BRING SAMPLE FOR INSPECTION TO PROJECT MANAGER PRIOR TO 4. VERIFY LINE FLUSH VALVE IS 6" 2. FOLLOW ORDER OF ASSEMBLY. INSTALLATION. ABOVE TOP OF GRAVEL AND THAT 3. VERIFY ACCESS TO AIR RELIEF WATER CANNOT STAND IN BOX. VALVE THROUGH VALVEBOX LID. 5. INSTALL GRAVEL AS DIRECTED AND _ 4. VERIFY AIR RELIEF VALVE IS 6" BEYOND AS NEEDED TO ALLOW WATER ABOVE TOP OF GRAVEL AND THAT ISOLATION VALVE9 8 WIRE CONNECTIONS TO MOVE OUT OF THE BOX. TYPICAL LINE FLUSHING VALVE 10 INSTALLATION WATER CANNOT STAND IN BOX. �� TYPICAL AIR RELIEF VALVE _INSTALLATION NOT TO SCALE 328406.33-01 NOT TO SCALE 328409.79-04 NOT TO SCALE 328413.49-34 NOT TO SCALE 328413.53-04 lmKluf"ATl0%'N N mui Ory M Jc 0L) w W 0E Q 00 c: i -t 0Lu 00 0 C) W� C)z m 0 rk Q cf) L. 0 a) O ,Al W� co W P M CCS J U -� DWN BY: CKD BY: JG JG SCALE: NOTED DATE: 11.08.16 CAD #: LRPH2A 2011.009 SHEET No. ■ n g ; h 3I= _; :, x°>> `°Dd °"u' — b'Z S3lNOHNMO 3�0/2/3)1b'7 s LT,' Q m M ' g E b g 1 . +: - i t :' o > &> 3 — dOdd O N b ' Nb'7d FD LL' N N 5 y �l w � ° 2 O r' m f m , g& 5 �I i 4 r o I -OS NI Vd P'/d Ol S o - �` '''- a d :�o� pa�oda�d suoIs b. �y $ c5 , ' l ,' —_ f/ , l 1 I I' ++ �., / / 1 & . ry �/ - /11,1 -n x - " iit cv ii,tg .g" l rs ( III `' i Ctr f ` / III 5 i ! \ ! , aria Yu ... / f - ` ' , atilt a . '+t+ti 'RS III / v1 ° ■� / -.1 1 j c I 1 ""�'""""' « \� \ ,,,,,, ,//// / /// R iiiii 1 / I illill, 11111,1M1 ! , i \ I . ecotc w 41 I i nt , ,,„.. ,..s ba . -, ,. . p 1 / , , A' u a LY'olf n+ � \ n cant -v $� 7 sae >��1111� I I 1 iii , ; � l lir _ = = = ___ =__ �`" \ W N o ...„.,„,..,. 4 ,,,, , -- ''", w CYO II A II II 1 LL. — Ft ), ,.. ��' € 6 Ill r I::.T1 ! r . E �� � °� mm C .,. — ,_ o 1 t iIUAb 411 !" n C. 1 w aoc .1-1 m I. , m 2. H ',� I � \ ' I d 141 ! "' Z g o , g ■ j ! L' tJ ' t -.d s n I J 4 . r « + i; .._ , m x ; ` �a le w 4 wlti t , t'.; . t I f.'': : y ^ , ° � r "" �� € - �- 91 W4 mil! Q. il olo i ai t 11 1 III n u�- I I § 1 11 � � �� YYY ri 3 E 451 �I '. 11 u ''',,,,I, ., I � $ T['! g g. gin ffi�� ... 11 Il € _ c� i S r, .... III . 5. olS t+m 7 ts � z wit Q m irk 7 ;`,$';1';`, g 2 °o a o? � :,.... o 4 c5 "°g in IaM�M1Mi1MiWMUMC4 I il I I' ka �h �•IJ )pw k w tim k m I ill 2 v m I r� _ $ �Ql F € � m 1 Cy �j r / o - ^�-'-- •V%'°• Sf NN' i',1,: Y . I F OUP ' 3 ti•. w m 1 •---' me ,$, g' „ �,c rm ., ,cm o I I e- '� °ow b f m > b 2m -- 1 O ' ‘E''.1 - 4111 ft ' 1*-7:4; '' '111 ' ' — S -7..2 ;' . v . 4 1 - ''''''' li''” .iiiiallki: ' M *3 r '' 'In-' aot �3 PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION \���� WITH FM 2818. X= '3553461.31, Y= 10199936.19, Elev= 322.23 /� X / / ♦; / 01 Ex. Dumpstepb/ 1 a Enclosures � Prop / / '\ ; Wooden Feryee)� / Co;Ivrtc uit ) eporary Duynpster /� L atiopl �3ci t. Fire / / ' `{ F{9y `� ❑Q DIN,} \ / : BUILDING°�� ." V A \ Remove HC symbol �` 9tiF and loading (4£` zone striping >t r ss';�• ,// A � � Ex. striping = < f 41, to remain a oil y HC 0 r UNIT 6" oil Backfill / z + �y #3 Bar /y�� :Wl 12 \� S Concrete Pvmt TEMPORARY CURB DETAIL NTS EX FlLENAME: curb-ternP dw9 6" BUILDING PLOWED. 13 Am 2010 - 12-06 pm / 0 �s3 3" \/\ \ PHAS �-y \ LINE (PH 1-D) .71 -RCP Exist. Detentio \ ® Pond Exist. Joe \\ '' '� Retaining Wall `. \ �\ 8 isWL \ \ \ 4\fi+ ®\ Exist. 36" i 'yam a \ % Exist. NE "� '}f 9�� ;: Retaining Wall 1-C)/ �d fi\fi rj , s \ �EX. \\� •� r' P0� Prop. 15' BUILDING s'' 10 �� $ � \ \� �\ � � P.U.E. H opE. 30" ®� P:U.E. �i i \ " \ Exist. 36 PHASE UNE \ 0 Waterline\ \\ fi`�+fi Ll �L Prop \ 23 \\ �/ Pro P.U.ProE. 15 15' Fro \yb�\ P.U.E. ❑\ , PVC PublSetbocN\\`>P�rN fi` V 7 15� \ .� `'yQ }fi ,* ° i i titi� Black \ P.U•`Ex. S.S. ��\ Iron I \ Ex. Dumpst r private Enclosure Service (6 Wooden Fen ) i \\ -Temporary Dumps er i Location- 6 S.S. O /\s private _ / F� s 3" PVC�. �` service✓ Prop. 5 v Service P. .E. / \ Line II MITCH�17 7 �� SITE MORGAN T:979.260 6963 F.979.2603564 1J I t9s \ ��\ % ~ �) f TX. FIRM # -1443 -P 511 UNIVERSITY 4RIVE EAST •O SUITE 2I 4 m HARVEY MrrCNE TH OLLEGE STATION, TX 77840 PLAN & DESIGN SP CIALISTS IN CML ENGINEERING HYDRAULICS HYDROLOGY * UTILITIES STREETS COON / / SITE PLANS *SUB i MSIONS CITYO Limns \ // www.mitchellandrrorqan.com ROW NTs / �� Firm #F-1443 \ OF 09/26/11 E VICINITYAP *........................J.....:. VERONICA .B. ORGAN \` • A ................... N ... I.......... 77689 \� GENERAL CONSTRUCTION NOTES: 1. It 'shall be the responsibility of the Contractor to verify the exact location of ALL existing underground oNA�Ery�G` ative utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours \� \ in advance of any excavation. \ a. Contact Dig Tess ® 1-800-344-8377 b. Contact Kimberly Winn ® ATMOS 774-2506 SEPTEMBER, 2011 \� C. Contact Mike Lavender @ Suddenlink 846-2229 Designed b VJBM \ d. Contact Isabel Cantu ® BTU 821-5770 Drawn Byy JUJ \ \ e. Contact Mitchell Gas ® 779- 60 Checked By: VJBM \'F \� 2° / / i Ex. Temporary �•'� f. Contact Union Pacific Resourc s CSD 778-8525 BUI NG \3" PV'`F� Ex. i / , Curb O- Service F o " 7J ` g. Contact Richard Wallace ® Ve izon 821-4752 f=f /3n. ne \\ \ Brant i >. �2 Ex 24 ! ` h. Contact Gilbert Ramirez 0 CS (ELectrical) 764-6255 PVC ti� Ex, 4" i HDPE '� i. Contact Butch Willis ® CSU (titer/Wastewater) 764-3660 S rvice \ Fire \ /%� / \ @ os ` Z L e . r'' \ Line i �4" (yy,l) \ \\ `� ETER \ 2. All � construction shall be in accordance wi Ih the current City of College Station (C.S.) Standard Service & d i PHASE 11 Specifications for Street Construction, Water and Sewer and Generals, " i1 LINE p B/CS Uni�ed Technical Specifications, q 4 Fireline ` � FDC %`� Fire f�� a� i \ (PH1-C) (ter_ (� n 2009, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of O v� solation /\Lane E `� < (f' v \ 1 pal ++` Valy ' \moi F`�` / '�� ` \ C.S. All construction shall be coordinated with t e City of C.S. City Engineer. � � -`'� FDC i- tsValve polatild \ \ 3. In 'lieu of using the construction iY�aterials indicated in these plans, the Contractor shall obtain written 1 s,fi 'F Lr" MJA 0(� \E �'` L!'" �Lr=�1� \ approval from the City Engineer for any substiti tion prior to Construction. Requests for changes should include v t Cu "\ roduct information and an en ineers seal wher applicable. The contractor shall be financially responsible for 0 0 5 / \ HDPE .off ^^ 3 F - r . Ex. 6" S.S. 4 S S F Electric�qt\ private servlcet- \ Conduits NN service ('yp) \ \ y Y Remove #4 Bars ® 15" O.C. \\ \ \\ \ y ttmporai \rb U , 3 CURB TYPE Av -- - R \ USE -WITH CONCRETE PAVEMENT OR APRON _._ _ -FOR � _ � SEPARATE PAY ITEM NOTA a _ zr \ NTS RETAIN .. ...., . . h..... ,,,, _ G _� .x, ��..�f.. • fi " D ... ..-. a \ WALL. 9 1 24" 6" / \ \ \ 10' Public \ Utility \ \ (min) A Easement \ servlc 8'V" Ex. 6" S.1 s ' $FORMER private #4 Bars ® 15" O.C.E.W. `'; \ \ service 6 .4000 PSI Concrete \ > \\ \ "` / / \ \ LOT 1, BLOCK 1 \\ / / \ � \LAKERIDGE SUBDMSIONNevtiC, \ a C \ \ 16.40 ACRES m / Rap & \\ \\ \\ \\ �6" Lime Stabilized Subgrad\ \\ \\ \\ A 'RENT ZONING: R-4 � O "+ L<androg > {h BUILDING -e@ .s ,STANDARD CONCREM PAVEMENT DETAIL NTS WALL G\ - ct anaut 2X6 CEDAR TOP PLATE E 7 _I 1 U CEDAR NAILER ` 1 X2 - r CP ON FRONT SIDE \ \ Fj., \ lectrical onduit 2X4 TREATED \ 6" 5• N: priva \ Ppb LANDSCAPE POST ASE e c TREATED (PHI-) 2X4 TREATED Ex. Gas -. Line CEDAR FENCE \ (Ph -1d) , PLANKS \ \ 8 ( { '� ( r 0' Public o Prop. 15' Wateriine 2X4 TREATED 1 \ Utility �VU Public Utility sement Easement - � G ' (PH E !'' I �FiRE Lk E 14' L_ --' Use Temporary DUMMMER FENCE EL TION ___-- -- 4 Curb Temp.rate __. � NTS JILIR _ j 15' Pub r Gnlet / 1/ Utility rb Easement Inlet = - LEGEND - -- �r1 4. Privacy '�� P g .', Fence 2 ` the engineers time spent reviewing changes and redesigning based on contractors requests. Q 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P r p , 6 S.S.and all federal, state and local regulations. I � D rM @ private - PHASE 5. TRENCHING AND BACKFILLING: All trenchin and backfilling shall conform to the specifications set out V service herein. Testin shall be rovided b a certified laboratory, at the Owner's expense, to verify, these standards. '(h Y ry P r PH 2A) P ..r�.. P 2A x l Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall I' '\ include all sidewalks and shall extend 5' beyonc the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding {& j %construction activities near energized overhead ower lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 11-M "`considered subsidia to the item in �> � � �, � 7. All -materials &labor not identified as a Separate Bid Item shall be subsidiary 1 A ' \ ` 7� 1 u>ch which itlis used. All materials and equipment shall be both fumished and installed unless otherwise noted. S. 8. The Contractor must provide construction staking from the information ,provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. N, �- ,� � � , ., �. ,.._,-__.. _ __. 10. Trendies' may be left open overnr. ht if ro eri barricaded. - -' --= '--- - _ 7.�. _:.,. Y P 9 P y - -_ "� s A �`? 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems and any other "Public or Private Utility, .O ri etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of �' LOT 1, BLOCK 1 Sewer Line, Force Main,... etc. O iN LAKERIDGE SUBDIVISION � tT1�111 12. The contractor shall coordinate with Atmo ,..Suddenlink Communications, BTU, CSU, and Verizon to adjust 16.40 ACRES ENT ZONING: R-4 the location of existing facilities. z= _, 13. The contractor is -responsible for traffic coitrol. This is not a separate pay item. - y 14. Temporary spoil areas will be identified on site by owner. Clean dirt may be stockpiled -and remain onsite if properly compacted in lifts and tested for density by geotech. These permanent fill areas will be identified 24„ ° {typ) Privacy onsite by owner. EiOPE 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to -Storm-` z' ;, be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a r„Drain point five feet above grade. Such screening stall be coordinated with the building architecture and scale to � maintain a unified appearance. 16. All soil exposed by construction shall receiv cellulose fibermulch seeding. r r 17. Fire suppression lines shall have a lockable lid on the isolation valve. The lockable lid shall, at o minimum supply protection as the AMPro USA LL562-WA locking lid. Alternate lockable lid shall be approved by College r i " Station Utilities Director or his/her designee. p e, �$ priVat ' 18. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development 1e \ s service PUNEE Ordinance. The light source shall not project elow an opaque housing and no fixture shall directly project ^ �- Q r tk y` (PH2A) light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross 1444.5+" n S 5 3 any property line. (� r V service 19. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. (� , -R1381.�C�YP) ord "FDC" on Freestanding FDC's stand (Per Fire Marshall). �, v " 20. Contractor shall mount a placard with the 21. All storm sewer and sanitary sewer being onstructed with this site plan is private. 22. All Water Meters will be 3/4" unless othe se noted. .. 23. All dumpster enclosures shall be 12'x12' in erior clear space with no obstructions. t �2 " 4" S.S. 24. All retaining walls greater than 24" in heig t require application for a building permit by Contractor. 24 HDPE J c1#ea ou j servic SITE PLAN NOTES: _ \� (tYP•) nnnnno 1. Name of Project: Lakeridge Townhomes Phase 2A q °� .,, 2. Address: 1198 Jones Butler Road, College Station, Tx ED FOR � �1 4 Curb WATPR - NSFORME 3. Owner: Lakendge Living L.P. \i ire Line Inlet" " A Texas Limited Partnership It l 4 rcr " o (M A P.O. Box 10028 CORA, ,i '001- 8 Pro 15 U U Fire Line P College Station 77842 i O z 11 1 Waterline. Public Utility R3' t olotiorL4 >t ,Vit` �� Easement (979) 739-9944 NOV 1'4 2011 r Valve 4. Engineer. Mitchell & Morgan, L.L.P. t 4 �� 511 University Drive East, Suite 20 DC 8. 9� E` , s W - College Station, Texas 77840+p Wat f' _ Li Yr g. (979) 260-6963 F�l t �Ir,. f4f' .4 .f�� a I _ IRE to a -Ll a -T porary �> NT FiV Ima R1 N u 5. Zoning: R-4 (Multifamily) LA -� ✓'�i'� R Fire FDC R3' ►� N R2-�1r 6. Existing Use: Undeveloped -Vacant Proposed Use: Multifamil _ PT t I� I�; Q to 15 7. Setbacks: Per City of College Station Ordinances ^'- - 2_4"`HQPE' Hydrant_, _ R3' �' �� Building --- -- ---- --- 8. Overall Site Area: 16.40 acres Phase 2A Area: 1.46 Acres _. _. - Storm Dra n R3' Setback - FIRE , - - - t:, E3 �. ... .... •...... ..................... 111 ,,,.,•••••..• .. 9 Water Demands (Per Unit) •Min 0 00 g m,Avg. 1 53 m, Peak- 5 65 gpm P 9P R3' FIRE, SANE _ F!R - - '-` - -"- _ �,.^ �,, n� 10. Sanitary Demands: 1600 GPD Max., Min.= 0 GPD, Avg. = 400 GPD (Per Unit) R3' FIRE 5 `"Bi o IRE LANE F R LArE ' - : �. 11. Overall Height of Buildings: 40 to top Ridge -�� ._--oE- 12. Because the dumpster screens are located within utility easements, the property owner will be responsible for the ( n ` ° gas 15' Public --- , Ex. Utility ----- gas Ex. Gas 6 Overhead Easement UT - 2 12'x1 Dumpster Fence Line Electrical n Ex. ROW Dumpster ' Wooden Enclosure) UT ITCHELL PARKWAY (FM 28 8)ELEVIO.Q0_ R.O.W. VARIES}. .h C3 w .010 PARTIAL SITE PLAN I- 112 SCALE I "= 30 S4' replacement of the screens if it becomes necessary to remove them for utility construction and/or maintenance. L 1 13. Project Information: PH 2A - 31 UNITS 14. Dumpster Requirements: Phase 1A, 1B, 1C, 1D & 2A= 73 D.U./16 (Dumpster/D.U.)= 4.6 Dumpsters Required. 1. 5 Dumpster Provided. UT (L This site does not lies within the 100 -year floodplain boundary per FEMA7s Flood Insurance Rate Map panel 48041 CO182 C. Effective date: July 2, 1992. W PARKING REQUIREMENTS PHASE 2A _, " Per UDO Multifamily Dwelling: Total Type 3 & 4 Bedrooms = 92 3 & 4 Bedroom Units = 1.0 space/Bedroom Required Parking = 92 * (1.0) =92 w l 2 & 1 Bedroom Units = 1.5 Space/Bedroom Total Type 2 Bedrooms = 12 -- a3 Required Parking = 12 * (1.5) _=1'8 PHASE: 1A, 1B, 1C 1D & 2A REQUIRED PARKING SPACES ,= ' 11 b Spaces (2A 0 REVIEWED ®R Handicap Parking per Table 2 Section 4.1.2 of TASK PROVIDED PARKING SPACd = 73 Sprees ( Onl 151 - 200 Parking spaces ->6 Accesible Spaces RequireCOd A./� 200 - 300 Parking spaces ->7 Accesible Spaces Required PHASE 1 A, 1 B, 1 IY� 301 - 400 Parking spaces ->8 Accesible Spaces Required Total Type 3 & 4 Bedr 401 - 500 Parking spaces ->9 Accesible Spaces Required Required Parking0 Nall 1 A.q 501 -1000 Parking spaces ->2% of Total Parking Spaces Total Type 2 Bedro 18 Y ? O l Required Parking = 18 (1.5) =27 TOTAL PARKING SPACES: 279 parking spaces ' �• TOTAL ACCESIBLE SPACES REQUIRED: 7 H.C. sdpace REQUIRED PARKING SPACES = 263 Spaces O L L L � Imo-- +� � ,' 101 8 H.C. SPACES PROVIDED (Includes 4 Van Accessib ENGINEERING PROVIDED PARKING SPACES (Ph.1A-D' & 2A)= 279 Spaces e) _ - -Ui ' (Ph -1d) gas 15' Building Setback UT UT BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) 327 8 UNIT BUILDING (Bldg #9) = 3730 * 3 = 11190 SQ.FT. 7A UNIT BUILDING (Bldg #7) = 4346 * 3 = 13038 SQ.FT. 7C UNIT BUILDING (Bldg #8 & #10) = 4346 * 3 = 13038 SQ.FT. 4. Privacy '�� P g .', Fence 2 ` the engineers time spent reviewing changes and redesigning based on contractors requests. Q 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P r p , 6 S.S.and all federal, state and local regulations. I � D rM @ private - PHASE 5. TRENCHING AND BACKFILLING: All trenchin and backfilling shall conform to the specifications set out V service herein. Testin shall be rovided b a certified laboratory, at the Owner's expense, to verify, these standards. '(h Y ry P r PH 2A) P ..r�.. P 2A x l Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall I' '\ include all sidewalks and shall extend 5' beyonc the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding {& j %construction activities near energized overhead ower lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 11-M "`considered subsidia to the item in �> � � �, � 7. All -materials &labor not identified as a Separate Bid Item shall be subsidiary 1 A ' \ ` 7� 1 u>ch which itlis used. All materials and equipment shall be both fumished and installed unless otherwise noted. S. 8. The Contractor must provide construction staking from the information ,provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. N, �- ,� � � , ., �. ,.._,-__.. _ __. 10. Trendies' may be left open overnr. ht if ro eri barricaded. - -' --= '--- - _ 7.�. _:.,. Y P 9 P y - -_ "� s A �`? 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems and any other "Public or Private Utility, .O ri etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of �' LOT 1, BLOCK 1 Sewer Line, Force Main,... etc. O iN LAKERIDGE SUBDIVISION � tT1�111 12. The contractor shall coordinate with Atmo ,..Suddenlink Communications, BTU, CSU, and Verizon to adjust 16.40 ACRES ENT ZONING: R-4 the location of existing facilities. z= _, 13. The contractor is -responsible for traffic coitrol. This is not a separate pay item. - y 14. Temporary spoil areas will be identified on site by owner. Clean dirt may be stockpiled -and remain onsite if properly compacted in lifts and tested for density by geotech. These permanent fill areas will be identified 24„ ° {typ) Privacy onsite by owner. EiOPE 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to -Storm-` z' ;, be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a r„Drain point five feet above grade. Such screening stall be coordinated with the building architecture and scale to � maintain a unified appearance. 16. All soil exposed by construction shall receiv cellulose fibermulch seeding. r r 17. Fire suppression lines shall have a lockable lid on the isolation valve. The lockable lid shall, at o minimum supply protection as the AMPro USA LL562-WA locking lid. Alternate lockable lid shall be approved by College r i " Station Utilities Director or his/her designee. p e, �$ priVat ' 18. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development 1e \ s service PUNEE Ordinance. The light source shall not project elow an opaque housing and no fixture shall directly project ^ �- Q r tk y` (PH2A) light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross 1444.5+" n S 5 3 any property line. (� r V service 19. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. (� , -R1381.�C�YP) ord "FDC" on Freestanding FDC's stand (Per Fire Marshall). �, v " 20. Contractor shall mount a placard with the 21. All storm sewer and sanitary sewer being onstructed with this site plan is private. 22. All Water Meters will be 3/4" unless othe se noted. .. 23. All dumpster enclosures shall be 12'x12' in erior clear space with no obstructions. t �2 " 4" S.S. 24. All retaining walls greater than 24" in heig t require application for a building permit by Contractor. 24 HDPE J c1#ea ou j servic SITE PLAN NOTES: _ \� (tYP•) nnnnno 1. Name of Project: Lakeridge Townhomes Phase 2A q °� .,, 2. Address: 1198 Jones Butler Road, College Station, Tx ED FOR � �1 4 Curb WATPR - NSFORME 3. Owner: Lakendge Living L.P. \i ire Line Inlet" " A Texas Limited Partnership It l 4 rcr " o (M A P.O. Box 10028 CORA, ,i '001- 8 Pro 15 U U Fire Line P College Station 77842 i O z 11 1 Waterline. Public Utility R3' t olotiorL4 >t ,Vit` �� Easement (979) 739-9944 NOV 1'4 2011 r Valve 4. Engineer. Mitchell & Morgan, L.L.P. t 4 �� 511 University Drive East, Suite 20 DC 8. 9� E` , s W - College Station, Texas 77840+p Wat f' _ Li Yr g. (979) 260-6963 F�l t �Ir,. f4f' .4 .f�� a I _ IRE to a -Ll a -T porary �> NT FiV Ima R1 N u 5. Zoning: R-4 (Multifamily) LA -� ✓'�i'� R Fire FDC R3' ►� N R2-�1r 6. Existing Use: Undeveloped -Vacant Proposed Use: Multifamil _ PT t I� I�; Q to 15 7. Setbacks: Per City of College Station Ordinances ^'- - 2_4"`HQPE' Hydrant_, _ R3' �' �� Building --- -- ---- --- 8. Overall Site Area: 16.40 acres Phase 2A Area: 1.46 Acres _. _. - Storm Dra n R3' Setback - FIRE , - - - t:, E3 �. ... .... •...... ..................... 111 ,,,.,•••••..• .. 9 Water Demands (Per Unit) •Min 0 00 g m,Avg. 1 53 m, Peak- 5 65 gpm P 9P R3' FIRE, SANE _ F!R - - '-` - -"- _ �,.^ �,, n� 10. Sanitary Demands: 1600 GPD Max., Min.= 0 GPD, Avg. = 400 GPD (Per Unit) R3' FIRE 5 `"Bi o IRE LANE F R LArE ' - : �. 11. Overall Height of Buildings: 40 to top Ridge -�� ._--oE- 12. Because the dumpster screens are located within utility easements, the property owner will be responsible for the ( n ` ° gas 15' Public --- , Ex. Utility ----- gas Ex. Gas 6 Overhead Easement UT - 2 12'x1 Dumpster Fence Line Electrical n Ex. ROW Dumpster ' Wooden Enclosure) UT ITCHELL PARKWAY (FM 28 8)ELEVIO.Q0_ R.O.W. VARIES}. .h C3 w .010 PARTIAL SITE PLAN I- 112 SCALE I "= 30 S4' replacement of the screens if it becomes necessary to remove them for utility construction and/or maintenance. L 1 13. Project Information: PH 2A - 31 UNITS 14. Dumpster Requirements: Phase 1A, 1B, 1C, 1D & 2A= 73 D.U./16 (Dumpster/D.U.)= 4.6 Dumpsters Required. 1. 5 Dumpster Provided. UT (L This site does not lies within the 100 -year floodplain boundary per FEMA7s Flood Insurance Rate Map panel 48041 CO182 C. Effective date: July 2, 1992. W PARKING REQUIREMENTS PHASE 2A _, " Per UDO Multifamily Dwelling: Total Type 3 & 4 Bedrooms = 92 3 & 4 Bedroom Units = 1.0 space/Bedroom Required Parking = 92 * (1.0) =92 w l 2 & 1 Bedroom Units = 1.5 Space/Bedroom Total Type 2 Bedrooms = 12 -- a3 Required Parking = 12 * (1.5) _=1'8 PHASE: 1A, 1B, 1C 1D & 2A REQUIRED PARKING SPACES ,= ' 11 b Spaces (2A 0 REVIEWED ®R Handicap Parking per Table 2 Section 4.1.2 of TASK PROVIDED PARKING SPACd = 73 Sprees ( Onl 151 - 200 Parking spaces ->6 Accesible Spaces RequireCOd A./� 200 - 300 Parking spaces ->7 Accesible Spaces Required PHASE 1 A, 1 B, 1 IY� 301 - 400 Parking spaces ->8 Accesible Spaces Required Total Type 3 & 4 Bedr 401 - 500 Parking spaces ->9 Accesible Spaces Required Required Parking0 Nall 1 A.q 501 -1000 Parking spaces ->2% of Total Parking Spaces Total Type 2 Bedro 18 Y ? O l Required Parking = 18 (1.5) =27 TOTAL PARKING SPACES: 279 parking spaces ' �• TOTAL ACCESIBLE SPACES REQUIRED: 7 H.C. sdpace REQUIRED PARKING SPACES = 263 Spaces O L L L � Imo-- +� � ,' 101 8 H.C. SPACES PROVIDED (Includes 4 Van Accessib ENGINEERING PROVIDED PARKING SPACES (Ph.1A-D' & 2A)= 279 Spaces e) _ 3 STAKES SPACED EOU SAUCER ROOT BALL ala GRADE 2 SECTION SCALE: DD NOT CUT LEADER 2 STRANDS GALV. WIRE (T2 OA. • TWSTED FOR TIP. FOR RUBBER %SGSE SAME COLOR TREE WRAP i r SG. STARS. ADN. W LONG, PLACE STARS PARALLEL TO ADJACENT MALS & BUi DINGS. EXTEND STADES TO FIM BEARING AS NEEDED. TYP. r-3' MULCH r-3' NT. SAUCER AROUND TREE PIT. TIP. . SM��{ �O�/T'�; AFTER 12 - ABOTf FRMS' GOF � RENLESS D e071Y SOILS CONDITIONS CONTAINER GROWN TREE ONLY TOPSOIL UK. REF. SPECS & RANTING NOTES S SGTADE .. _ TYP. TREE PLANTING CONCRETE CURD OR SIDEKALK NOD DUDE T NOR SMOW EDGE SET an T INCH HONER THAN THE - GRADE AT WHICH IT GER OG PLANT PLT TWCE AS NIDE IOL AS THE CONTAINER . . MULCH 4' DEEP FlHSTED GRADE (AJ. .. PUNTS SHOULD DE PLANTEDdRePER - TDP OF ROOT YAMS CR) FINISH GUM OF MULCH LA T LATER) f .LOOSEN WES OF PLANT PIT AND ROOTBALL . sem BACKFILL IOOUIE NOTE: REYGTE CONTAINER PRUNE ALL DAMAGED OR ANY BROKEN OR CRUMI1.NG ROOTBALL WILL- DEAD LLDEAD WOOD IMMEDIATELY BE REJECTED, REMOYNG THE CONTAINER PRIOR TO PLANTING WLL NOT DE AN EXXXISE FOR DAMAGED ROVIBAL 3 SECTION SHRUB PLANTING PIT SCALE: nts SITE PLAN NOTES: 1. Name of Project: Lakeridge Townhomes 2. Legal Description: 1198 Jones Butler Road, College Station, Tx 3. Owner: Lakerid6e Living LP A Texas Limited Partnership PO Boz 10028 College Station, TX 77842 4. Engineer: Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 College Station; Texas 77840 (979) 260-6963 5. Zoning: R-4 (Multifamily) 6. Existing Use: Undeveloped -Vacant Proposed Use: Multifamily 7. Setbacks: Per City of College Station Ordinances 8. Overall Site Area: 16.40 acres Phase 2A Area: 1.46 Acres This site does not lie within the 100 -year floodplain boundary per FEMA's flood Insurance Rate Map panel 48041CO182 C. Effective date: July 2, 1992. %* cNound d LANDSCAPE REQUIREMENTS -PHASE 2A: PHASE 2A SITE AREA = 1.46 ACRES 1.46 ACRES= 63,597.6 SQUARE FEET/1,000 = 63.6x30= 1,908 POINTS PHASE 2A RIGHT OF WAY = 247 LINEAR FEET (Harvey Mitchell Parkway) 247 LINEAR FEET/50 = 4.94 x 300 = 1,482 POINTS LANDSCAPE ARCHITECT PLAN PREPARATION (Texas Registration 2673) 3,390 x 0.10 = 339 POINT CREDIT PHASE 2A POINTS REQUIRED = 3,390 POINTS TOTAL 3,390 POINTS - 339 POINT CREDIT = 3,051 POINTS PHASE 2A TOTAL POINTS REQUIRED = 3,051 POINTS PHASE 2A EXPRESSWAY/FREEWAY LINEAR FOOTAGE = 248.25 LINEAR,FEET 248.25 / 25 = 9.93 PHASE 2A STREETSCAPE REQUIREMENT = 10 CANOPY OR 20 NON -CANOPY TREES POINTS PROVIDED: 3,860 POINTS STREETSCAPE TREES PROVIDED: 10 LANDSCAPE SCHEDULE -PHASE 2A: HARVEY HITCH L PW, SOUTH COLLEGE STATION CITY UMRS `D VICINITY MAP CANOPY TREES QTY COMMON NAME / BOTANICAL NAME SIZE REMARKS POINTS EXTENDED + 1 Southern Live Oak / Quercus virginiana Container 8'-10' Ht, Straight trunk, 4'-5' Spread 150 150 Full Branching, 2.1" Min. Cal.@12", Spec. SHRUBS QTY COMMON NAME / BOTANICAL NAME SIZE REMARKS POINTS EXTENDED 23 Dwarf Burford Holly 5 gal 30"-36" Ht, 18"-24" Sprd. 0 230 Ilex cornuta 'Burfordii Nana' Full, Well rooted 1 Savannah Holly 5 gal 30"-36"`Ht;'18"-24" Sprd. 0 10 Ilex x attenuate 'Savannah' Full, Well -rooted 0' 49 Sea Green Juniper 5 gal 30"-36" Ht, 18"-24" Sprd. 0 490 Juniperus chinensis 'Sea Green' Full, Well -rooted 148 Snow White Indian Hawthorn 5 gal 30"-36" Ht;"18"-24" Sprd. 10 1,480 Rhaphiolepis indica 'Snow White' Full, Well -rooted STREET TREES QTY COMMON NAME / BOTANICAL NAME SIZE REMARKS 10 Drake Elm / Ulmus parvifolia 'Drake' Container 8'-10' Ht, Straight trunk, 4'-5' Spread 150 1500 Full Branching, 2:1" Min. Cal.@12", Spec. GROUND COVERS QTY COMMON NAME / BOTANICAL NAME SIZE REMARKS 394 Lily Turf / Liriope muscari 1 gal@ 18" oc Full, Well -rooted, Balanced 20,000 SF Bermuda Grass / Cynodon dactylon Sod Full, Even pieces larger than 12"x12" Solid soil base with visible roots QTY MATERIAL SIZE REMARKS 7. BACKFILL MEDIA SHALL MATCH TEXTURAL CONDITION OF EXISTING SOIL WITH SOIL REACTION (PH) 700 LF Green Steel Edging 10 Gauge New, Install straight and Ievel,Stakes in every recept cle, all corners adjacent to pedestrian areas to be filed down at /7 WITH THE TOP OF ROOT MASS 36 YDS Pine Bark Mulch Grade_A shreaded hardwood sterilized mulch free of weeds SITE PLAN NOTES: 1. Name of Project: Lakeridge Townhomes 2. Legal Description: 1198 Jones Butler Road, College Station, Tx 3. Owner: Lakerid6e Living LP A Texas Limited Partnership PO Boz 10028 College Station, TX 77842 4. Engineer: Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 College Station; Texas 77840 (979) 260-6963 5. Zoning: R-4 (Multifamily) 6. Existing Use: Undeveloped -Vacant Proposed Use: Multifamily 7. Setbacks: Per City of College Station Ordinances 8. Overall Site Area: 16.40 acres Phase 2A Area: 1.46 Acres This site does not lie within the 100 -year floodplain boundary per FEMA's flood Insurance Rate Map panel 48041CO182 C. Effective date: July 2, 1992. %* cNound d LANDSCAPE REQUIREMENTS -PHASE 2A: PHASE 2A SITE AREA = 1.46 ACRES 1.46 ACRES= 63,597.6 SQUARE FEET/1,000 = 63.6x30= 1,908 POINTS PHASE 2A RIGHT OF WAY = 247 LINEAR FEET (Harvey Mitchell Parkway) 247 LINEAR FEET/50 = 4.94 x 300 = 1,482 POINTS LANDSCAPE ARCHITECT PLAN PREPARATION (Texas Registration 2673) 3,390 x 0.10 = 339 POINT CREDIT PHASE 2A POINTS REQUIRED = 3,390 POINTS TOTAL 3,390 POINTS - 339 POINT CREDIT = 3,051 POINTS PHASE 2A TOTAL POINTS REQUIRED = 3,051 POINTS PHASE 2A EXPRESSWAY/FREEWAY LINEAR FOOTAGE = 248.25 LINEAR,FEET 248.25 / 25 = 9.93 PHASE 2A STREETSCAPE REQUIREMENT = 10 CANOPY OR 20 NON -CANOPY TREES POINTS PROVIDED: 3,860 POINTS STREETSCAPE TREES PROVIDED: 10 LANDSCAPE SCHEDULE -PHASE 2A: HARVEY HITCH L PW, SOUTH COLLEGE STATION CITY UMRS `D VICINITY MAP CANOPY TREES QTY COMMON NAME / BOTANICAL NAME SIZE REMARKS POINTS EXTENDED + 1 Southern Live Oak / Quercus virginiana Container 8'-10' Ht, Straight trunk, 4'-5' Spread 150 150 Full Branching, 2.1" Min. Cal.@12", Spec. SHRUBS QTY COMMON NAME / BOTANICAL NAME SIZE REMARKS POINTS EXTENDED 23 Dwarf Burford Holly 5 gal 30"-36" Ht, 18"-24" Sprd. 0 230 Ilex cornuta 'Burfordii Nana' Full, Well rooted 1 Savannah Holly 5 gal 30"-36"`Ht;'18"-24" Sprd. 0 10 Ilex x attenuate 'Savannah' Full, Well -rooted 0' 49 Sea Green Juniper 5 gal 30"-36" Ht, 18"-24" Sprd. 0 490 Juniperus chinensis 'Sea Green' Full, Well -rooted 148 Snow White Indian Hawthorn 5 gal 30"-36" Ht;"18"-24" Sprd. 10 1,480 Rhaphiolepis indica 'Snow White' Full, Well -rooted STREET TREES QTY COMMON NAME / BOTANICAL NAME SIZE REMARKS 10 Drake Elm / Ulmus parvifolia 'Drake' Container 8'-10' Ht, Straight trunk, 4'-5' Spread 150 1500 Full Branching, 2:1" Min. Cal.@12", Spec. GROUND COVERS QTY COMMON NAME / BOTANICAL NAME SIZE REMARKS 394 Lily Turf / Liriope muscari 1 gal@ 18" oc Full, Well -rooted, Balanced 20,000 SF Bermuda Grass / Cynodon dactylon Sod Full, Even pieces larger than 12"x12" Solid soil base with visible roots QTY MATERIAL SIZE REMARKS 7. BACKFILL MEDIA SHALL MATCH TEXTURAL CONDITION OF EXISTING SOIL WITH SOIL REACTION (PH) 700 LF Green Steel Edging 10 Gauge New, Install straight and Ievel,Stakes in every recept cle, all corners adjacent to pedestrian areas to be filed down at 45 degree angle -No exceptions WITH THE TOP OF ROOT MASS 36 YDS Pine Bark Mulch Grade_A shreaded hardwood sterilized mulch free of weeds and debris installed to a depth of 4" in all beds. 3" debth on mulch rings around all new trees outside of bed areas 30" out from trunk. Do not cover trunk. -See detail. VOIDS AND AIR 96 YDS Planter Bed Soil Quality top soil to be used. Top soil -sample to be inspected and accepted by landscape architect prior to delivery. Sample to t e tested for soluble salts: less than 2dS/m I� soil pH: between 5.5 and 7.5 POCKETS. MATERIAL MUST BE WATERED IN AS PLANTED. soil texture: less than 30% clay, less than 70% sand, less than 70% silt organic material: greater than or equal to 2% 16. CONTRACTOR SHALL BROADCAST WITHIN THE PLANTERS A SAR: acceptable to 10 based on soil text er than-4.0-unacceptabl .- - Contractor to pay for soil test prior to dell ery. �-exceptlors k�� CHING. a 4% MAGNESIUM DERIVED FROM MAGNESIUM SULFATE 17. CONTRACTOR SHALL INCORPORATE A CONTROLLED REL SE FERTILIZER AT THE PROPER INITIAL SUBMISSION 1 AVICER Drake ElmP a ? Ya AoZ PLANTING NOTES: 10. PRE -EMERGENT HERBICIDE: APPLY GRANULA"E1�ItP�ti-°R®f�S�AR"��0R=;4'PPR�i�JI�IA�AT �` 1. IN CASE OF DISCREPANCY BETWEEN THE PLAN AND THE PLANT LIST OR SPECIFICATIONS THE PLAN LABEL RATE. f^� WILL TAKE PRECEDENCE. THE CONTRACTOR IS RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. 11, PLANT MATERIALS ARE TO BE INSTALLED IN ACCORDANCE JITH THE APE P AND / 2. THE LANDSCAPE CONTRACTOR SHALL BE AWARE OF LOCATIONS OF ALL EASEMENTS AND UTILITIES SPECIFICATIONS. GOOD HORTICULTURAL P C R D _ - ABOVE AND BELOW GROUND AND COORDINATE PLANT LOCATIONS BEFORE DIGGING OPERATIONS 12. ALL PLANTING BEDS SHALL BE EXCAV I 1 N AL BEGIN. INCLUDING LIMEROCK BASE MATERIAL, Alp E L VE 3. ALL TREES SHALL HAVE A MULCH RING EXTENDING AT LEAST 30 OUT FROM AROUND THE TRUNK OF SOIL TO BE TESTED AND ACCEPTED BY LANDSCAPE ARCHITECT PRIOR DELIVERY. TEST TO BE PARTIAL SITE PLAN -PHASE 2A THE TREE. PROVIDE BERM AROUND EDGE OF ROOTBALL TO FORM SHALLOW SAUCER TO COLLECT PAID FOR BY CONTRACTOR MATCHING CRITERIA IN LANDSCAPE SCHEDULE. I,, = 20' WATER. WATERING SAUCER, REGARDLESS OF PIT SIZE, IS TO BE AT EDGE OF ROOTBALL. 13. CONTRACTOR SHALL STAKE AND/OR PAINT PLANTING LOCATIONS IN THE FIELD. UPON 4. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS. APPROVAL BY THE OWNER'S REPRESENTATIVE, THESE AREAS SHALL BE SPRAYED WITH AN 5. PLANT SELECTION SHALL COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF 0 20 40 60 feet THE AMERICAN STANDARD FOR NURSERY STOCK; ANSI 260.1-2004. APPROVED HERBICIDE AND MAINTAINED WEED FREE FOR THE D I RATION OF THE PROJECT. A- 6. CONTRACTOR SHALL WARRANT ALL PLANT MATERIAL TO BE IN HEALTHY, VIGOROUS CONDITION FOR A 14. EXCAVATE PLANTING PITS WITH VERTICAL SIDES. DO NOT DISTURB SOIL AT BOTTOM OF PIT. SCALE: 1" = 20' ' vO PERIOD OF (12) TWELVE MONTHS AFTER FINAL ACCEPTANCE, MAKE EXCAVATIONS OR TILL AND LOOSEN SOIL TO THE WIDTH REQUIRED IN PLANTING 9 7. BACKFILL MEDIA SHALL MATCH TEXTURAL CONDITION OF EXISTING SOIL WITH SOIL REACTION (PH) DETAILS AND TO THE DEPTH OF THE ROOTBALL. JG 0 CID ADJUSTED TO 5.5-6.5. SOIL WITH NO DEFINITIVE CHARACTERISTICS MAY REQUIRE SOME AMMENDMENT. 15. SET PLANTS ON SUBSOIL, PLUMB, AND IN THE CENTER OF LITS WITH THE TOP OF ROOT MASS NOTED 8. FERTILIZER SHALL BE COMPLETE`, SLOW-RELEASE WITH THE FOLLOWING ANALYSIS AND SOURCE SLIGHTLY HIGHER THAN FINISHED LANDSCAPE GRADES. BACKFILL FIELD SOIL AROUND SIDES LANDSCAPE PLAN COMPOUNDS: OF ROOT MASS AND WORK EACH LAYER TO SETTLE AND ELIMINATE VOIDS AND AIR Jeremy Greenhaw,RLA No. 2673 979-777-0065 jeremygreenhaw@gmail.com I� 10% NITROGEN DERIVED FROM AMMONIUM NITRATE POCKETS. MATERIAL MUST BE WATERED IN AS PLANTED. 0 2% PHOSPHOROUS DERIVED FROM SUPER PHOSPHATE 16. CONTRACTOR SHALL BROADCAST WITHIN THE PLANTERS A THE RECOMMENDED RATE, A 10% POTASSIUM DERIVED FROM POTASSIUM SULFATE BROAD SPECTRUM PREEMERGENT HERBICIDE PRIORTO MU' CHING. li� F- 4% MAGNESIUM DERIVED FROM MAGNESIUM SULFATE 17. CONTRACTOR SHALL INCORPORATE A CONTROLLED REL SE FERTILIZER AT THE PROPER INITIAL SUBMISSION THE FERTILIZER SHALL CONTAIN THE ESSENTIAL MICRO -NUTRIENTS (CHELATED Fe, Mn, Zn, Mo, Bo, Cu) RATE AND ANALYSIS PRIOR TO MULCHING. REVISION 1 AS SULFATES IN PARTS PER MILLION (PPM). SLOW RELEASE FERTILIZER SHALL BE UNIFORMLY 19. ALL PLANT MATERIAL SHALL BE PRUNED/SHAPED AS PER LANDSCAPE ARCHITECT AFTER EelfQ DISTRIBUTED FROM THE TRUNK TO THE DRIPLINE. SLOW RELEASE FERTILIZER SHALL BE DISTRIBUTED INSTALLATION TO REMOVE ANY BROKEN OR DAMAG.9-ticbRANCHES AND TO GIVE UNIFORMITY OF OVER THE PLANTING PIT UNDER AND PRIOR TO MULCH. SHAPE. ' 9. CONTRACTOR SHALL APPLY A MINIMUM OFA 4" INCH LAYER OF SHREADED HARDWOOD MULCH AND C: Co 00 20. SEE SITE PLAN FOR FULL TOPOGRPAHIC INFORMATION, EXISTING AND PROPOSED UTILITIES, L w, SHALL BE CLEAN AND FREE OF WEEDS AND DEBRIS. EASEMENTS, ADJACENT LAND USES, EXISTING DEVELOPMENTS AND ROADWAYS. LANDSCAPE S D G ARCHITECTURE Gee CKD BY: JG 0 CID qP NOTED II F FOR PERMITTING W Prepared by: Jeremy Greenhaw,RLA No. 2673 979-777-0065 jeremygreenhaw@gmail.com I� O C)0: ~ 0 i * £Y V n qkO li� F- C 11.08.16 INITIAL SUBMISSION I 11.09.08 REVISION 1 11.09.18 REVISION 2 EelfQ W C: Co DWN BY: CKD BY: JG JG SCALE: NOTED II N 11.09.18 W CAD #: LRPH2A 2011.009 SHEET No. Cn M I� C)0: ~ W ^ ISL li� F- C EelfQ W C: Co 00 O L w, XX WU) W O ,Z� `y Cn J ^' W 0 .. ) N 0 J �v 0 DWN BY: CKD BY: JG JG SCALE: NOTED DATE: 11.09.18 CAD #: LRPH2A 2011.009 SHEET No. I� PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLIEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 Phase p -s - 1A - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 0 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 48 p.s. 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 - 7C units (7x4b) = 0 bedrooms required parking: 0 p.s. 1 - 6 units (4x4b + 2x3b) = 22 bedrooms Required Parking Phase 1A: 48 p.s. Parking Provided Phase 1A: 149 o,_s• 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 48 G,_8• 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 149 p.s. 13 units / 48 bedrooms 1 *5A UNITS BLDNG= 5 UNITS 1 *(5A UNIT BUILDING)= 18 BDRMS Phase 1B 1 *(5B UNIT BUILDING)= 20 BDRMS (4x4b TOTAL BEDROOMS= 786 BDRMS 2x1 b) = 0 bedrooms required parking: 52 p.s. 0 - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 52 p.s. 2 - 7A units (5x4b + 2x3b) = 52 bedrooms Type l& 2 Bdrm: 0 bdrm 0 - 7C units (7x4) = 0 bedrooms required parking: 0 P.S. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1B: 52 p.s. Parking Provided Phase 18:0 Des• 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 100 p.s. 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 149 p.s. 14 units / 52 bedrooms Phase 1C - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm 0 1 - 8 units (4x4b + 2x2b + 2x1b) = 22 bedrooms required parking: 44 p.s. 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 6 bdrm 1 - 7C units (7x4b) = 28 bedrooms required parking: 9 R.S. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1C: 53 °,_s. Parking Provided Phase 1C: 55 o,^s• 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 153 p.s. 0 - 58 units (5x4b) = 0 bedrooms Cumulative Parking Provided: 204 p.s. 15 units / 50 bedrooms Phase 2A - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 98 bdrm 0 1 - 8 units (4x4b + 2x2b + 2x1b) = 22 bedrooms required parking: 98 p.s. 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 6 bdrm 2 - 7C units (7x4b) = 56 bedrooms required parking: 9 p•s• 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 2A: 107 p.a. Parking Provided Phase 2A: 75 p.s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 260 ops. 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided' 279 29 units / 104 bedrooms �\ Ph 28 ` 0 t ase - 9 units SITE CALCULATIONS ,TA- + 2x2b + 9 UNIT BUILDING: PER UDO- MULTIFAMILY DWELLING: 5*4(BDR)+2*2(BDR)+2*1(BDR) 3 & 4 BEDROOM UNITS= 1.0 SPACE/BDRMS =26 BDR/BUILDING 2 & 1 BEDROOM UNITS= 1.5 SPACES/BDRMS 8 UNIT BUILDING: TOTAL TYPE 3 & 4 BEDROOMS= 756 BDRMS 4*4(BDR)+2*2(BDR)+2*1(BDR) REQUIRED PARKING= 756*(1.0)= 756 P.S. =22 BDR/BUILDING TOTAL TYPE 2 BEDROOMS= 30 BDRMS 0 bedrooms REQUIRED PARKING= 30*(1.5)= 45 P.S. 7A UNIT BUILDING: REQUIRED PARKIN SPACES: = 801 P.S. 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING PROVIDED PARKING SPACES: = 885 P.S. #F-1443 (10.48% OVERPARKED) 7C UNIT BUILDING: - 6 units 7*4(BDR)=28 BDR/BUILDING HANDICAP PARKING: 44 bedrooms 2% OF TOTAL PARKING SPACES 6 UNIT BUILDING: 885 TOTAL * 2% =17.7 =18 P.S. 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 18 H.C. SPACES REQUIRED -INCLUDING 3 VAN ACCESIBLE (MIN) 5A UNIT BUILDING: Cumulative Required Parking: 357 �'S' 3*4(BDR)+2*3(BDR)=18 BDR/BUILDING DUNIPSMIld 5B UNIT BUILDING: (PER UDO -MULTIFAMILY DEVELOPMENT: 5*4(BDR)=20 BDR/BUILDING 1-8 YRD DUMPSTER/16 DWELLING UNITS) 2*( 9 UNIT BUILDING)= 52 BDRMS 2* 9 UNITS BLDNG= 18 UNITS 3*( 8 UNIT BUILDING)= 66 BDRMS 3* 8 UNITS BLDNG= 24 UNITS 12*(7A UNIT BUILDING)= 312 BDRMS 12*7A UNITS BLDNG= 84 UNITS 9*(7C UNIT BUILDING)= 252 BDRMS 9*7C UNITS BLDNG= 63 UNITS 3* 6 UNITS BLDNG= 18 UNITS 3*( 6 UNIT BUILDING)= 66 BDRMS 1 *5A UNITS BLDNG= 5 UNITS 1 *(5A UNIT BUILDING)= 18 BDRMS 1 *513 UNITS BLDNG= 5 UNITS 1 *(5B UNIT BUILDING)= 20 BDRMS (4x4b TOTAL BEDROOMS= 786 BDRMS 2x1 b) = 0 bedrooms required parking: 52 p.s. TOTAL= 217 DWELLING UNITS - 7A units 217 D.U./16 (DMPST/D.U.) =13.56 DUMPSTERS + 2x3b) = 14 (8-YRD DUMPSTER) REQUIRED 14 DUMPSTERS PROVIDED Type 1 & 2 Bdrm: 0 bdrm 0 29 units / 104 bedrooms �\ Ph 28 ` 0 t ase - 9 units (5x4b + 2x2b + 20 b) = 0 bedrooms Type 3 & 4 Bdrm: 88 bdrm 1 - 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms required parking: 88 p.s. 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 6 bdrm 1 - 7C units (7x4b) = 28 bedrooms #F-1443 required parking: 9 p.s. 2 - 6 units (4x4b + 2x3b) = 44 bedrooms Required Parking Phase 2B: 97 ps- Parking Provided Phase 2B• 114 n^s• 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 357 �'S' 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 393 c,_s• 27 units / 94 bedrooms 15' Front Setb k ♦` Phase9 - units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 52 p.s. 2 - 7A units (5x4b + 2x3b) = 52 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 - 7C units (7x4b) = 0 bedrooms required parking: 0 p.s. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 3:52 p s. 0 5A O I� Parking Provided Phase 3. 105 o,_s. INTERIOR ISLAND CALCULATIONS PERIPHERAL' PARKING SPACES: 90 P.S. INTERIOR PARKING SPACES: 795 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 795 P.S./15 P.S.=53.00 53*(180 SQFT)= 9.540 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9.540 SORT. TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 19.529 S0.F1: o FIRE DEPARTMENT CONNECTION 1 IT1 MORGAN WATER METER a WATER VALVE ON FIRE HYDRANT -�-- SANITARY SEWER CLEANOUT �O SANITARY SEWER MANHOLE C STORM DRAIN CURB INLET � RAMP WITH ADA PAVERS FTI TRANSFORMER PAD Pe ELECTRICAL PULL BOX sc ELECTRICAL SWITCH GEAR J 1 + 2 - urns (3x4b x3b) = 0 bedrooms Cumulative Required Parking: 409 DRs. 0 - 513 units (5x4b) = 0 bedrooms Cumulative Parking Provided: 498 o,_s• 14 units / 52 bedrooms Phase 4 BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) DOMESTIC WATER (PER UNIT) 9 UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 1.20 GPM (PEAK) 0 - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 8 UNIT BUILDING = 3729 * 3 = 11187 SQ.FT. 0.60 GPM (AVE) 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 48 p.s. 7A UNIT BUILDING = 4346.. * 3 = 13038 SQ.FT. 0.00 GPM (MIN) 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm 7C UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 1 - 7C units (7x4b) = 28 bedrooms required parking: 0 R.S. 6 UNIT BUILDING = 3729 * 3 = 11187 SQ.FT. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 4: 48 p.s. 5A UNIT BUILDING = 3111, * 3 = 9333 SQ.FT. SEWERAGE FLOW Parking Provided Phase 4: 0 s• 5B UNIT BUILDING = 3111 * 3 = 9333 SQ.FT. 1760 GPD MAX. D, 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 457 o,_s. 1 - 513 units (5x4b) = 20 bedrooms Cumulative Parking Provided: 498 R•s- 12 units 48beBrooms Legend_ Phasg� Density= 217 units on, 16.40 acres 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 54 bdrm 217 units / 16.40 acres 13.23 units per acre 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 54 p•s• Max Allowable Density = :20 Dwelling Units/Acre 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm (R-4 Zoning) -1 - 7C units (7x4b) = 28 bedrooms required parking: 0 p.s. Required Parking Phase 5: 54 n,_s. 0 - 6 units4x4b ( + 2x3b) = 0 bedrooms Parking Provided Phase 5: 88 R•s- I - 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: ,511 R.s• 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 586 o,_s• T 1 14 units / 54 bedrooms J Phase 6 I 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 28 bdrm" 1 ----- 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 28 p.s. / 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm-------- /� ; 0 kiP.S. parking: ,e 1 - 7C units (7x4b) = 28 bedrooms required 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 6: 28 p_s 0 - 5A units 3x4b + 2x3b = 0 bedrooms Parking Provided Phase 6: 27 ops. T I Exist. 15' P.U.E ( ) Cumulative Required Parking: 539 p -s- 0r 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 613 p.s. ry - - - -- 1 I - (Plat) '------ 7units / 28 bedrooms - ------- -- - ----- � 1 18 -SS 18 -SS 1 18•-ai O , ��-��.f.'�"c��s`�i Phase 7 -, O 1 - 9 units (5x4b + 2x2b + 2x1 b) = 26 bedrooms Type 3 & 4 Bdrm: 48 bdrm,,-� 0 - 8 units 4x4b + 2x2b + 2x1b) = 0 bedrooms requiredparking: 48 R.s. / 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 6 bdrm Q0 z a � 1 - 7C units (7x4b) = 28 bedrooms required parking: -9-R.s. x W � f �� �� ��a \ •°,, Required Parking Phase 7: 57 o- 0 _ 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 7:= 0 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 596 R.s. ry 0 - 513 units (5x4b) = 0 bedrooms Cumulative Parking Provided: 665 p.s.43 16 units / 54 bedrooms 1 CRAWFORD BURNr�SURVEY of{F t i REMAINDER OF 58.3 ACRES VOL 354/PG 416 DR 1.216 Black DecorativePhase r -$ ACRES Iron Fence 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm (NOT PLATTED) a 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 44 p.s. WR -4 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrmt�„ vter required parking: 0 P.S. 0 - 7C units (7x4b) = 0 bedrooms I 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 8: , 4 p,& 1 r Parking Provided Phase 8: 117 a,_s. ti 1 - 5A units 3x4b + 2x3b = 18 bedrooms = r , ( ) Cumulative Required Parking: �A•s- k i 0 - 58 units (5x4b) = 0 bedrooms Cumulative Parking Provided: 782 R-9. F 12 units / 44 bedrooms`, Phase 9 �%, t 1 - 9 units (5x4b + 2x2b + 2x1 b = 26 bedrooms Type 3 & 4 Bdrm: 46 bdrm qe l ) YP 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 46 p.s. 1 rt e l f'i 1 - 7A units (5x4b + 2x3b) = 26 bedrooms YP I .14 Type l & 2 Bdrm: 6 bdrm 1 0 - 7C units (7x4b) = 0 bedrooms required parking: 9 p.s. y" Required Parking Phase 9:,_p,� 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 9: 1Q3 o^s. T �r <' 0 - 5A units 3x4b + 2x3b = 0 bedrooms °- s ( ) Cumulative Required Parking: 695 a,_s• 1 r� 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: R,S. 16 units / 52 bedrooms I °e t� s\ =12'x12: F1e 1 Dumpster Hydrant Phase uo - 1 �� 1 1 units (5x4b + 2x2b + 2x1 b) 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm # , t # required parking: 52 s. 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms q P 9= —E2— _ _ _ _ _ _ , _ _ �4` `aL 2 - 7A units 5x4b + 2x3b = 52 bedrooms Type 1 & 2 Bdrm: 0 bdrm -- 0 - 7C units (7x4b) = 0 bedrooms required parking: 0 P.S. c' ce _---iC�_ cis as Required Parking Phase 10: 52 jL lack Decorative 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 10• 0 R.S. Iron Fence 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 747 a,_s. 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 885 p•s- X26 14 units / 52 bedrooms Phase 11 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 54 bdrm 325 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 54 p.s. 324 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 1 - 7C units (7x4b) = 28 bedrooms required parking: 0_p.s. 323 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 11: 54 p.s. Parking Provided Phase 11: 0 R.a. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required PArking: 801 p.s. 0 - 58 units (5x4b) = 0 bedrooms Cumulative Parking Provided: 885 p.s. 14 units / 54 bedrooms 11 1 Z\ --I - / 1 � I � t 7� s R.O.W. V I I I I J SON AT THE ZONE, LP OT 2, BLOCK A HOLLEMAN VILLAGE ADDITION VOL 3613, PG. 285 D.R.B.C. CURRENT ZONING: R-4 I % . I Exi#�' 18 a P., N Ct 06 r -UT `321. 1 IT1 MORGAN T.979.260., F.979.260.1 963 564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 2( 4 � C PLAN & DESIGN SPE � C HYDRAULICS STREETS SITE PLANS * SUBD�SIONS ♦ \ an.com Frrjn #F-1443 F 0. r ir2F`- 08/16/11 9iP .......................... P VERONICA J.B. MO G=..AN A......................................7689 � 0..cam � ./ STE s s, E - - -ONAL Ail 11.12 1 AUGUST, 20 Designed by: VJBM Drawn By: 1 UJ Checked By: BM Black Decorative ♦ ` Iron Fence N r 0 15' Front Setb k ♦` O V O f .(a (D + 2 - urns (3x4b x3b) = 0 bedrooms Cumulative Required Parking: 409 DRs. 0 - 513 units (5x4b) = 0 bedrooms Cumulative Parking Provided: 498 o,_s• 14 units / 52 bedrooms Phase 4 BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) DOMESTIC WATER (PER UNIT) 9 UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 1.20 GPM (PEAK) 0 - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 8 UNIT BUILDING = 3729 * 3 = 11187 SQ.FT. 0.60 GPM (AVE) 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 48 p.s. 7A UNIT BUILDING = 4346.. * 3 = 13038 SQ.FT. 0.00 GPM (MIN) 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm 7C UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 1 - 7C units (7x4b) = 28 bedrooms required parking: 0 R.S. 6 UNIT BUILDING = 3729 * 3 = 11187 SQ.FT. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 4: 48 p.s. 5A UNIT BUILDING = 3111, * 3 = 9333 SQ.FT. SEWERAGE FLOW Parking Provided Phase 4: 0 s• 5B UNIT BUILDING = 3111 * 3 = 9333 SQ.FT. 1760 GPD MAX. D, 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 457 o,_s. 1 - 513 units (5x4b) = 20 bedrooms Cumulative Parking Provided: 498 R•s- 12 units 48beBrooms Legend_ Phasg� Density= 217 units on, 16.40 acres 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 54 bdrm 217 units / 16.40 acres 13.23 units per acre 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 54 p•s• Max Allowable Density = :20 Dwelling Units/Acre 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm (R-4 Zoning) -1 - 7C units (7x4b) = 28 bedrooms required parking: 0 p.s. Required Parking Phase 5: 54 n,_s. 0 - 6 units4x4b ( + 2x3b) = 0 bedrooms Parking Provided Phase 5: 88 R•s- I - 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: ,511 R.s• 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 586 o,_s• T 1 14 units / 54 bedrooms J Phase 6 I 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 28 bdrm" 1 ----- 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 28 p.s. / 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm-------- /� ; 0 kiP.S. parking: ,e 1 - 7C units (7x4b) = 28 bedrooms required 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 6: 28 p_s 0 - 5A units 3x4b + 2x3b = 0 bedrooms Parking Provided Phase 6: 27 ops. T I Exist. 15' P.U.E ( ) Cumulative Required Parking: 539 p -s- 0r 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 613 p.s. ry - - - -- 1 I - (Plat) '------ 7units / 28 bedrooms - ------- -- - ----- � 1 18 -SS 18 -SS 1 18•-ai O , ��-��.f.'�"c��s`�i Phase 7 -, O 1 - 9 units (5x4b + 2x2b + 2x1 b) = 26 bedrooms Type 3 & 4 Bdrm: 48 bdrm,,-� 0 - 8 units 4x4b + 2x2b + 2x1b) = 0 bedrooms requiredparking: 48 R.s. / 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 6 bdrm Q0 z a � 1 - 7C units (7x4b) = 28 bedrooms required parking: -9-R.s. x W � f �� �� ��a \ •°,, Required Parking Phase 7: 57 o- 0 _ 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 7:= 0 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 596 R.s. ry 0 - 513 units (5x4b) = 0 bedrooms Cumulative Parking Provided: 665 p.s.43 16 units / 54 bedrooms 1 CRAWFORD BURNr�SURVEY of{F t i REMAINDER OF 58.3 ACRES VOL 354/PG 416 DR 1.216 Black DecorativePhase r -$ ACRES Iron Fence 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm (NOT PLATTED) a 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 44 p.s. WR -4 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrmt�„ vter required parking: 0 P.S. 0 - 7C units (7x4b) = 0 bedrooms I 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 8: , 4 p,& 1 r Parking Provided Phase 8: 117 a,_s. ti 1 - 5A units 3x4b + 2x3b = 18 bedrooms = r , ( ) Cumulative Required Parking: �A•s- k i 0 - 58 units (5x4b) = 0 bedrooms Cumulative Parking Provided: 782 R-9. F 12 units / 44 bedrooms`, Phase 9 �%, t 1 - 9 units (5x4b + 2x2b + 2x1 b = 26 bedrooms Type 3 & 4 Bdrm: 46 bdrm qe l ) YP 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 46 p.s. 1 rt e l f'i 1 - 7A units (5x4b + 2x3b) = 26 bedrooms YP I .14 Type l & 2 Bdrm: 6 bdrm 1 0 - 7C units (7x4b) = 0 bedrooms required parking: 9 p.s. y" Required Parking Phase 9:,_p,� 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 9: 1Q3 o^s. T �r <' 0 - 5A units 3x4b + 2x3b = 0 bedrooms °- s ( ) Cumulative Required Parking: 695 a,_s• 1 r� 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: R,S. 16 units / 52 bedrooms I °e t� s\ =12'x12: F1e 1 Dumpster Hydrant Phase uo - 1 �� 1 1 units (5x4b + 2x2b + 2x1 b) 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm # , t # required parking: 52 s. 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms q P 9= —E2— _ _ _ _ _ _ , _ _ �4` `aL 2 - 7A units 5x4b + 2x3b = 52 bedrooms Type 1 & 2 Bdrm: 0 bdrm -- 0 - 7C units (7x4b) = 0 bedrooms required parking: 0 P.S. c' ce _---iC�_ cis as Required Parking Phase 10: 52 jL lack Decorative 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 10• 0 R.S. Iron Fence 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 747 a,_s. 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 885 p•s- X26 14 units / 52 bedrooms Phase 11 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 54 bdrm 325 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 54 p.s. 324 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 1 - 7C units (7x4b) = 28 bedrooms required parking: 0_p.s. 323 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 11: 54 p.s. Parking Provided Phase 11: 0 R.a. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required PArking: 801 p.s. 0 - 58 units (5x4b) = 0 bedrooms Cumulative Parking Provided: 885 p.s. 14 units / 54 bedrooms 11 1 Z\ --I - / 1 � I � t 7� s R.O.W. V I I I I J SON AT THE ZONE, LP OT 2, BLOCK A HOLLEMAN VILLAGE ADDITION VOL 3613, PG. 285 D.R.B.C. CURRENT ZONING: R-4 I % . I Exi#�' 18 a P., N Ct 06 r -UT `321. SITE HARVEY MffCNa•_ - IWIM COLLEGE STATION CRY UMRs - N.T.S. r E )LLEGE S TRA VOL 6 PG. E O.R.B. JRRENT i R-1 VICINITYMAP ♦ o \ Retaining Wa I ♦ Exist 1 � Waterline\ \ PALOMARES ♦q \ CONSTRUCTION, INC. CRAWFORD BURNETT TRACT 62, ♦ Exist. Fre \ (NOT PLATTED) Hydrant CURRENT ZONING: R-1 e tion \ INI ` o � Retainin � /1 ` ` f 3 ;n NAVAJ 1 WFOR \ _ l (NOT ♦ r �' z= ` CURREW y \ R Prop \� Hydrant O \ Bla rative f ` Iron Fence \ \ 15' Front \ Water \ r Setback r � M s i v UT- I 90 -- -- U Side Exist. Guywire Bla k Decorative ock (To Be Remo ed) Ira Fence 319 n■u� 1 IT1 MORGAN T.979.260., F.979.260.1 963 564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 2( 4 � C PLAN & DESIGN SPE � C HYDRAULICS STREETS SITE PLANS * SUBD�SIONS ♦ \ an.com Frrjn #F-1443 F 0. r ir2F`- 08/16/11 9iP .......................... P VERONICA J.B. MO G=..AN A......................................7689 � 0..cam � ./ STE s s, E - - -ONAL Ail 11.12 1 AUGUST, 20 Designed by: VJBM Drawn By: 1 UJ Checked By: BM Black Decorative ♦ ` Iron Fence N r 0 15' Front Setb k ♦` O V O SITE HARVEY MffCNa•_ - IWIM COLLEGE STATION CRY UMRs - N.T.S. r E )LLEGE S TRA VOL 6 PG. E O.R.B. JRRENT i R-1 VICINITYMAP ♦ o \ Retaining Wa I ♦ Exist 1 � Waterline\ \ PALOMARES ♦q \ CONSTRUCTION, INC. CRAWFORD BURNETT TRACT 62, ♦ Exist. Fre \ (NOT PLATTED) Hydrant CURRENT ZONING: R-1 e tion \ INI ` o � Retainin � /1 ` ` f 3 ;n NAVAJ 1 WFOR \ _ l (NOT ♦ r �' z= ` CURREW y \ R Prop \� Hydrant O \ Bla rative f ` Iron Fence \ \ 15' Front \ Water \ r Setback r � M s i v UT- I 90 -- -- U Side Exist. Guywire Bla k Decorative ock (To Be Remo ed) Ira Fence 319 n■u� 1 IT1 MORGAN T.979.260., F.979.260.1 963 564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 2( 4 COLLEGE STATION, TX 77840 PLAN & DESIGN SPE IALISTS IN CML ENGINEERING HYDROLOGY * UTILITIES HYDRAULICS STREETS SITE PLANS * SUBD�SIONS www.mitchellandrri an.com Frrjn #F-1443 F 0. r ir2F`- 08/16/11 9iP .......................... P VERONICA J.B. MO G=..AN A......................................7689 � 0..cam � ./ STE s s, E - - -ONAL Ail 11.12 1 AUGUST, 20 Designed by: VJBM Drawn By: 1 UJ Checked By: BM L O LL 1~ COP) � N J QC N V a_ O V O f .(a (D clffQ V j� O I� J li� J !O WQ� 4 O IW II a PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION��� WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 �� Exist. Detentio / A Pond J Aae T COI Ex. ��• Dumps p / / s a U, Exist. P any / F �> Prop.,f / Enclosures ( / Ele al ,r` ' Retaining Wall f a Wooden Ferycee / � .� \ o,_ e� porary Duynpster ���� uit O,�� ®\ Exist. \ �S vt\ ` ebrcaatiop'- / - 0a� a / ,+� : \ 8 WL may, ist. Fire1�1\\ Exist. 36" / a- m SOUTH '}iydrant `+. � ' Exist. R // \ II MrrcHEu ► 13L t1 D7+�. _ ' ��oc Retaining all (P 1-C) \\ / \ �6C FDC � // \ \ +�+�r� + , \`!'�, // �/.a� �,�� • l` \� \ cOLLEGE STAT ONpEX. EXProp. 15, CITY LIMITSBUILDINGBUILDING 10 move >o \ HC symbols _ \ �`m+<� 0 30 \ P.U.E. // // P.U.E. Exist. 36" ROW N.T.S. <. � PHASE H E / \ s and loading \ S `+ HDPE zone striping 9! LINES / / \�/ \w ��Q \�q / Ex. striping �_ </ % Ex. 8'\ 'd� \+`+`..+� (PH1-C) F\ \✓// // �\ \\ yF // to remain Waterline\ \ \ �.�+/ (a L1 (� Prop. \\ $� / ` "A \\ �\. \ in pce 23> ti / E15 15' Front PSetback GENERAL CONSTRUCTION NOTES. MAP erline 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground Pr o HC 15�• \ �� ye +�+ +,�,` %y \ utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours UNIT / / \� 0 Black Decorative \ Y P Y P 6" oil Backfill / \ P.L.E \ `d�\ i°`'+ Ex. Durr st r S.S. / �L �\ Iron Fence \ � \ y °' \ P private / a. `� �\, in advance of an excavation. \ \ / Enclosure Service / ®\ #3 Bar �P °�1 \\\, `+� X,\ \ \ / (6' Wooden Fen ) // \\ �� a. Contact Dig Tess 0 1-800-344-8377 / \ \ -Temporary Dumps\\ j + � Location- / 6" S.S. / o l �� b. Contact Kimberly Winn ®ATMOS 774-2506 �.� sus " private / C. Contact Mike Lavender 0 Suddenlink 846-2229 3 PVC / $%�` service/ Prop. 5' d. Contact Isabel Cantu 0 BTU 821-5770 " B/ \g- \ �'{ •�: Service �® % / / e. Contact Mitchell Gas 0 779-4460 6 �� ac s\'F6o ��p� \ A Line / //Ex. Temporary �% �� 12 .6 r d �\ ss + BUIL ING \ �\ 3" P�� `F� Ex. /� Curb °� J f. Contact Union Pacific Resources 0 778-8525 \ \ HAS 6 / Service\ F \ , Ex 24» J ` g. Contact Richard Wallace 0 Verizon 821-4752 EC x. 3" . tie \ \ ranj / % HDPE �� ` h. Contact Gllbert Ramirez 0 CSU (ELectrical) 764-6255 Concrete Pvmt \ o ( ) y PVC F\ Ex. 4� i. Contact Butch Willis 0 CSU (W(ter/Wastewater) 764-3660 S rvice Fire nes \ `!l+WAFER \L,n /, / Service �'d \\ ETER PHASE ` 2. All construction shall be in accordance wit the current City of College Station (C.S.) Standard -TEMPORARY CURB DETA& . \� ' - " \`� o �\ FDC 9 Ex Fire �, / 4 Fireline /1 UNE ` Specifications for Street Construction, B/CS Unifi d Technical Specifications, Water and Sewer and Generals, N \\ `� solatio i\Lone E� �,� / \ \ (PH1-C) (fin (� �(� 1 2009, and, BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of PLENANEcurb-�pdws EX.�*�`� Valy ?£ / F`�` L1-' �J (-� ` C.S. All construction shall be coordinated with th I City of C.S. City Engineer. 6" O BUILDING \ �\ a4 \ IsValolave the Contractor shall obtain written PLATTED: 13 Jul 2010 - 12.•06 pm / ��t j'D � Valve p j� ` � 3. In lieu of using the construction materials ndicated in these plans, .c, 3" PHAS \ `�`+ ;1 �; LI- �Q� approval from the City Engineer for any substitu ion prior to Construction. Requests for changes should include LINE 4 VV ,++:." \ Curs Privacy product information and an engineers seal where applicable. The contractor shall be financially responsible for Fence 7 ` the engineer's time spent reviewing changes and redesigning based on contractors requests. ` ' 4. Trench Safety Requirements shall be in ac ordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P 3t Y: HDPd all federal, state and local regulations. _ 6 S.S.. = private \ E .�� M PHASE - t "` : / may` ,_ -n; m LINE 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out rr� x . 4 service 12 / ,,_: r,.'>S �Q+ her in. x _ /4 h ' *'\� e Testin shall be rovided b a certified aborato , at the Owner's expense, to verify these standards. _ �.•�\ x � f � � �-� �. PH2A) 9 P Y rY P . fY Any retesting due to substandard work shall be 3t the expense of the Contractor. Structural areas shall "' a� r"^'i,'3'z, ^'• - •'"''� - f=eSz, ria- «y . 'x.. �;,,v�°+\ • • • • and he curb lines of all streets Ex. 6 S.S S r 3 z.,,�� �•- . include all sidewalks and shall extend 5 beyond alleys areas. Electric \ Y and parking 9 / `t,•: \ ^d -_i ,l private , , selvro4_ Conduit 6. It 's a responsibilityto to 0 N j b y4 i th of the contractor comply with all State and Federal Regulations regarding se rice � -, ��P.) � >�x, �:, •,•�-�``;. \ .� ;;,_ - �,I`dew,#,HG �9\ ti �*� �t Remove Y construction activities near energized -.overhead power lines. Additionally, the contractor shall coordinate all #4 Bars 0 15" O.C. ,... � ., � ��,� ;�� \\ `�, .� mporary y Fars - proposed work and procedures with the City of C.S. Electrical Division. O�ff\ �� rib ® 3 II�LZV� 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiaryto the item in �\ rroE ".•� �, 43 'b.{.:.'v Yr� .a p`u; \ 9.-rte$v j, s' ri`4t+,E'= ` `7 +�y 7 \\ z--•" ztA"„z; iia .->^ _. i. r : ` '-i'' .. 9� - rti5...~h",-� c nE-'T. �- - \` - P TYPE 3 CURB \ q`, which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 1 inch • 30 /� �, ,.. _ 1 yam 7_ s. : 4 S.S, o Q \\ �.; 8. The Contractor must provide construction staking from the information provide on these Ions. FOR USE WITH CONCRETE PAVEMENT OR APRON ��:=.•,�.�% .,� r� r, ,:. ,-:�- P P ___ _ -__ _ _ -A\ _ _ _ servo_ _. - _. 9 _ NOTSEPARATE PAY ITEM \ •� - .-• � ��= �, , .>_... _ ,_- _ ... � .. r _ �-��, _: .,� .- :� + -9. All sari exposed b construction shall recery � cellulose fibermulch -seeding. NTS RETAINING \ :� - n: _ _ �. _•_� .-.� ... _. _-_ � . :,� __ ., _� ,.. .., 10. Trenches h may be left open overnight if properly barricaded. "�, ,-� � :� ^. t, �, ,�, -,. � - 11. Adjustment of Water Meters, Valves, Manholes. Irrigation Systems, and any other Public or Private Utility, / 10 Public •" '\• '��- 24 6 ria >* �. „< \�� � 'i ' '\ x r etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of min / Utility \ E Y s l ;� (min) \ \ seryLc < a, .,( LOT 1 BLOCK 1 1 rY � - - asement , r., '� �-'�� -�� ��.:_ �•r 8'\ ct►'{Cin�' {>� 5�,�� "��-�` ,.* Sewer Line. Force Main, etc. \ » �,. z LAKERIDGE SUBDIVISION \ Ex. 6 S.S. 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust SFClIAEl „ 3 16.40 ACRES the location of existing facilities: » private 4 - \- r� , �l ....�' - pt4 ' ''- * i�*'*�* g _ M � 4 Bars 0 15 O.C.E.W.I` R1 2 L *- # ENT ZONING: R-4 13. The contractor is responsible for traffic control. This is not a separate pay item. ,. 14. Temporary spoil .,n__ S ,, .. o / �_,2• : � � � �. �.- . -; ; - � -.. „z.xt.• P ry Po I areas will be identifi ate b owner. Clean dirt may be stockpiled and remain onsite' =- �,; S v . N. Y Y P \ f „ ' >. , I - � - • ., > ' ' � ,.,' ;; • _; r , .�., � .. �,.�� _... y4 � ifproperly.com acted in lifts and testec ^^� permanent fill areas will be identified w LOT 1 BLOCK 1 9.r \ e ;� �. ��;.�r onsite b owner. wolf ._�...:�� , n��_. � Y LAKERIDGE SUBDIVISION � �24�"`, � � ... -HDPE: . - I \ N. 3 ti� - x -;. . �,. HDPE 4 - 15. All roof and ground mounted mech �r isolated so as not to 16.40 ACRES / P :,. jar.. ��. ..F'r..t.. ;.• ..:::: .:.=,' .,.:Storm .._,,....rsr ..n,.' .,rte ,fro \ : I !: F ,: , be visible :from an public ri ht-of-wa :ct lot measured from a 6 Lrme Stabdtzed Su rade RRE - a, try'>��> ,•:J� � ����,>�,�- �>�. ,,,. Y P 9 ) , NT ZONING: R 4 � �:r� .ndT, �, � �r-' «, ��-�. :,. Drains / / / / / '/ '/ '/ '/ '/ / / / \ .: •-� � .� , rc..,. s_��t.��_ ��, ,..�L�, �� ,* � point five feet above rade. Such scr� � � •chitecture and scale to \\lam g � D maintain `a unified appearance. \. \ BUILDING aterlrne .�", \ 8 • 3 r \ � t 16. All soil exposed by construction sF I , STANDARD CONCRETE PAVEMENT DETAIL �--_ K 1001f d 4. � ��- - � ��`�`�:� -� �\ 17. Fire suppression lines shall have c 1G ale lid shall, at a minimum -+ S NTS��x supply protection as the AMPro USA L I be approved by College 'p %.E'l ibri`-lfy^h.�„, 3�z.J". u:+.h- + i j s RETAININ Ln 4� �'.. ti �`' \ \\\ 9� y� 6" i Station Utilities Director or his/her de WALL �� t �c ail t ::}.: ,\. Fired ' -x� .::; S S. 2X6 CEDAR TOP PLATE / � � � - '° �'= '� f � =„� -� � �' �'���* •� - ;mak ti ��_• �,� � , ��rivate 18. Exterior Building and site lighting , e Unified Development p ,� P F t;,:. 9 y\+ \�1., r -< service PHASE IE 7 I \ 4 _ " ,, Ordinance. The light source shall nc ure shall directly project 1X2 CEDAR NAILER ----.,r \ ' �:Y P 1 \ LINE ON FRONT SIDE \ `� `� �' light horizontally. Fixtures will be m one of light does not cross Ex. lj °z tn. .4 a s ol \ lectrical o l - f \1 `i r T4s \ \ } a4 l � � a x -� n property line. �w t L 1 r U -, n s 5 S Y P P Y \ Ond Ult .;g`i .,,2..z .,-�' r3 - :.%.. .. a:3' `�' at: �d� • t `-`"'{ a>`" F +i\ 19. Contractor shall provide parking rn on this plans. 2X4 TREATED 20. Contractor shall mount a placat stand (Per Fire M arshall .6» S 21. All storm sewer and sanitary s \ privy P13hrllirl►� \ r ivate. e C ;'s ti` fiseme ; t 3 t n i " ,�� H�^� � �,. = � _.;,,,•a � �� � � � _ ,+ , Water Meters will be 3/4 unless otherwise noted. LANDSCAPE POST m 22 All �s><r t'`x-:ai' � ',- `�. 3 :'` .fix .r r ri xti, 1 � � 23. All dum stet enclosures shall 1interior I i � � j �,. , be 12 x 2 inter or clear space with no obstructions. TREATED 6> \ \ E "r�� \ \ 9 % l'I' i " • P L : -\ ek" :`� \ \9 : T %, , r " 24. All retaining walls greater than 24 in height require application for a building permit by Contractor. / L \ �� x �� 00111i, � � � s 24 HDPE � s � � .. 4 5.5. sCIEW, ` ,tom $ r ;, , y �> 4F� servic SITE PLAN NOTES: ^ ,• / .; „\ Yi "C -s 4 S:{f • t ..Starfrl:.5%a+[�,=�r?� 2X v - �- 1. Name of Project: Lakerid a Townhomes Phase 2A-WEB 4 TREATED ,. R� � r /{ (tYP) 1 9 // W E 'N,-" L+� k.' e c �. i Drain ,;. �'�',., lC'` *' (. \ ` - - Fuvu�� Road, College Stag Tx Tfi% 2 Address 1198 Jones Butler Rod e e on, \ fi 1NATER xf . 9 \9 ., 4" -1Curb =' AlEl2 ti SFO ME 3. Owner. Lakeridge Living L.P. \ Ex. Gas" a .Ire Line.' inletET1 R `- \ 'E, " 1 A Texas Limited Partnership ` Line (L� P.O. Box 10028 r�M;.. �� CEDAR FENCE �� Fire Line $" Prop. 15' ' -----��LI-LI��� " ; , PLANKS \ \ (Ph -1d) 8"� y College Station 77842 Waterline_. Public Utility •I olation R3' l olatiory > ":�( �� _ Easement (979) 739-9944 SEP 8 0 Public o Prop. 15' 1 ! Waterline ` + *,+-* Valy I I Vglve : pD� �� 4. Engineer. Mitchell & Morgan, L•L.P. 2 2X4 TREATED \ Utility Public Utility �� "* # W� _-------- _ 511 University Drive East, Suite 204 ,.� sement ' a DC �.8' 9E College Station, Texas 77840 G LL�u�: I. Easement - � _.- � � -`t_� � \ n -- =-� s Water' _ �Re Ln r' er T� porary (979) 260-6963+ SERV �� �L��� R1 k r! N. II -- 5. Zoning: R-4 (Multifamily) DEVELOPMENT rVb` ` 'dr FDC R3 N N R2_' 6. Existing Use: Undeveloped -Vacant Proposed Use: Multi' amilp FILED: _ E - [a - v E td - �a . .. _ - _ 1 \ _ r�raE L ti s _ j-� Brant ° 'j j- 15 7. Setbacks: Per City of College Station Ordinances 14' /.,Q'`'om (PH / 2�kIQPE: HY - -- ` -'R3. I II --------- ---1.40T.._. / Building - 8 Overall Site Area: 1640 acres Phase 2A Area: • Acres Fire Storm DraT R3; .r�ae; Setback - 9. Water Demands Per Unit .Min: 0.00 m, Av = 1.53 m, Peak= 5.65 m Use Temporary Lane , '- �:� a .' 3' ri;e L.. -._-. Max.,D g = P rY I i,� R3 _ R FiR '. ; : �,�..�: 5' Building ... o Sanitary D D (Per Unit / _ _ _ _ _ errands 1600 G M 0 F _- Curb �� z 3, rR LA �1i ,-=-:•-" �'- _ ck Height of Buildings: 40' to topRidge G DUMPSTERFENCE ELEVATION _ Temp.___ i'• �r1RE(+ ,, } ( °E_ 12. Because the dumpster screens are located withinutility r on ib f / Grate __ NTS 7 15 Pub i 7 '"'� t 0�•..1c�is�.�.v'�Ys,.�i.,'r�Y.,�t..lf� replacement of the screens if it becomes necessary to remove m r t n n aint / Inlet ter„•,,,.. .. j 13. Project Information: PH 2A - 29 UNITS Utility rib -1 `'..•-- gas 14. Dumpster Requirements: Phase 1 16 1C, 1D & 2A= 71 D.U. 16 Dum stet D.U. - 4.4 Dum stets Require / Easement Inlet ... P q A, / ( P / P q LEGEND - _�.. __ _•_ ,,..�tp�y)••-" �-.�h ° gas 15' Public U f __ . _..== 5 Dumpster Provided. -"- --- Th' 't d t I' 't / � / ♦ , Ex. Gas M r ___ __ - -' (Ph -1d) l '�" - -as g' Utility Ex. Gas Overhead Easement UT -"�--- si a oes no ies w� h n the 100 -year floodplain --- - 48041CO182 C. Effective date: July 2, 1992. boundary per FEMA s Rood Insurance Rate Map panel F.979.260.13564 TX. FIRM # F-1443 °= { . 2-12'x1' Dumpster Fence Line Electrical SUITE 204 OLLEGE STATION, TX 77840 PLAN & DESIGN SP,FFDIAUSTS CML ENGINEERING IN 4)MRAUIICS HYDROLOGY * UT1UTT12 SITE PLANS * SUB Ex. ROW Dumpster 'Wooden Enclosure) 6' Q -Underground Line Pad -- ---- -- UT PARKING REQUIREMENTS Fir PHASE 2A *..................... VERONICA J.B. MORGAN ...»... 77689 STE��`���`� SSS.......... E� 0 I g as - Te pone UT- �- ' 1011 JBM Per UDO - Multifamily Dwelling: JUJ II Total Type 3 & 4 Bedrooms = 98 * O � O LL I-+ Q 15' Building UT � s 3 & 4 Bedroom Units = 1.0 space/Bedroom K Required Parking = 98 (1.0) =98 O Setback2 & 1 Bedroom Units = 1.5 Space/Bedroom Total Type 2 Bedrooms = 6 UT ARVEY MITCHELL PARKWAY (FM 2818) I Required Parking = 6 * (1.5) =9 BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS)3 R.O.W. VARIES PHASE 1A, 18, 1C 1D & 2A Handicap Parking per Table 2 Section 4.1.2 of TAS: REQUIRED PARKING SPACES - 107 Spaces (2A Only) PROVIDED PARKING SPACES = 73 Spaces (2A only) 8 UNIT BUILDING (Bldg #9) = 3 730 * 3 = 11190 S Q . FT. r O ll 1� 151 - 200 Parking spaces ->6 Accesible Spaces Required 200 - 300 Parking spaces ->7 Accesible Spaces Required PHASE 1A, 1B, 1C. 1D & 2A 7A UNIT BUILDING (Bldg #7) = 4346 * 3 = _ --- 13038 SQ.FT. - ___ 301 - 400 Parking spaces ->8 Accesible Spaces Required 401 - 500 Parking spaces ->9 Accesible Spaces Required Total Type 3 & 4 Bedrooms = 242 * 7C UNIT BUILDING (Bldg #8 & #10) = 4346 * 3 = 13038 SQ.FT. PA R TlA L Sl � 0`/ 501 -1000 Parking spaces ->2% of Total Parking Spaces Required Parking = 242 (1.0) = 242 Total Type 2 Bedrooms = 12 Required Parking = 12 * (1 51 =18 TOTAL PARKING SPACES: 279 parking spaces REQUIRED PARKING SPACES - 260 Spates TOTAL ACCESIBLE SPACES REQUIRED: 7 H.C. sdpaces PROVIDED PARKING SPACES (Ph.1A-D & 2A)- 279 Spates SCALE I )- 30' 8 H.C. SPACES PROVIDED (Includes 4 Van Accessible) MITCHELL WA N • , T.979.260.6963 F.979.260.13564 TX. FIRM # F-1443 511 UNIVERSITY D NE EAST SUITE 204 OLLEGE STATION, TX 77840 PLAN & DESIGN SP,FFDIAUSTS CML ENGINEERING IN 4)MRAUIICS HYDROLOGY * UT1UTT12 SITE PLANS * SUB STREET5 MS E II www.mitchellandmor an.com Fir #F-1443 09/26/11 *..................... VERONICA J.B. MORGAN ...»... 77689 STE��`���`� SSS.......... E� 0 I SEPTEMBER, Designed by: 1011 JBM Drawn By: Checked By: VJBM JUJ II O � O LL I-+ Q V �a � s o K U O IN I Q �V I I QW I� O O ll 1� J W cn� l I I I t V UL, PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 SITE CALCULATIONS =A- Rft PANUMM Phase 1A WATER METER a WATER VALVE em FIRE HYDRANT -.— SANITARY SEWER CLEANOUT 0 - 9 units (5x4b + 2x2b + 20 b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 9 UNIT BUILDING: PER UDO- MULTIFAMILY DWELLING: 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 48 p.s. 5*4(BDR)+2*2(BDR)+2*1(BDR) 3 & 4 BEDROOM UNITS= 1.0 SPACE/BDRMS 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm =26 BDR BUILDING / 2 & 1 BEDROOM UNITS= 1.5 SPACES/BDRMS 0 - 7C units (7x4b) = 0 bedrooms required parking: 0 R.S. Required Parking Phase 1A: 48 p.s. 8 UNIT BUILDING: TOTAL TYPE 3 & 4 BEDROOMS= 738 BDRMS 1 - 6 units (4x4b + 2x3b) = 22 bedrooms Parking Provided Phase 1A: 149 0•;. 4*4(BDR)+2*2(BDR)+2*1(BDR) REQUIRED PARKING= 738*(1.0)= 738 P.S. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking:48 q.•,s,, =22 BDR/BUILDING TOTAL TYPE 1&2 BEDROOMS= 48 BDRMS 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 149D•S• REQUIRED PARKING= 48*(1.5)= 72 P.S. 13 units / 48 bedrooms O 7A UNIT BUILDING: REQUIRED PARKING SPACES: = 810 P.S. W O 'W 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING PROVIDED PARKING SPACES: = 882 P.S. Phase 1 B (8.16% OVERPARKED) 0 - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 7C UNIT BUILDING: 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: _52 �s. 7*4(BDR)=28 BDR/BUILDING HANDICAP PARKING: 2 - 7A units (5x4b + 2x3b) = 52 bedrooms Type 1 & 2 'Bdrm: 0 bdrm 2% OF TOTAL PARKING SPACES 0 - 7C units (7x4) = 0 bedrooms required parking: 0 R.S. 7D UNIT BUILDING: (BAY WINDOW) 882 TOTAL * 2% =17.7 =18 P.S. 0 - 6 units ( 4x4b + 2x3b = 0 bedrooms ) Required Parking Phase 113: 52 p.s. Parkin Provided Phase 1 B: Parking �;£.. 7*4(BDR)=28 BDR/BUILDING 18 H.C. SPACES REQUIRED -INCLUDING 3 VAN ACCESIBLE (MIN.) 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 100 p.s. 6 UNIT BUILDING: 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 149 p.s.* * _ g NG p FIRE DEPARTMENT CONNECTION WATER METER a WATER VALVE em FIRE HYDRANT -.— SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE 1 - 8 units (4x4b + 2x2b + 20 b) = 22 bedrooms required parking: 44 p.s. STORM DRAIN CURB INLET RAMP WITH ADA PAVERS * BDR -20 BDR BUILDING 5* 8 UNITS BLDNG= 40 UNITS TRANSFORMER PAD Ps ELECTRICAL PULL BOX sc ELECTRICAL SWITCH GEAR 14 units / 52 bedrooms 4 4(BDR)+2 3(BDR)-22 BDR/ UILDI 5A UNIT BUILDING: (PER UDO -MULTIFAMILY DEVELOPMENT - Phase 1 C Phase BDR/BUILDING 1-8 YRD DUMPSTER/16 DWELLING UNITS) LA 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm 1 - 8 units (4x4b + 2x2b + 20 b) = 22 bedrooms required parking: 44 p.s. 5B UNIT BUILDING: 3* 9 UNITS BLDNG= 27 UNITS Type 1 & 2 Bdrm: 6 bdrm 0 7A •t 5 4b 2 3b) - 0 b d YP * BDR -20 BDR BUILDING 5* 8 UNITS BLDNG= 40 UNITS - urn s ( x + x - e rooms 5 4( )- / required parking: 9 p.s. 11 *7A UNITS BLDNG= 77 UNITS 1 - 7C units (7x4b) = 28 bedrooms Required Parking Phase 1C: 53 p.s. 6*7C UNITS BLDNG= 42 UNITS 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parkin Provided Phase 1C• 3*( 9 UNIT BUILDING)= 78 BDRMS Parking 55 p.s. 3*7D UNITS BLDNG= 21 UNITS 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 153 p.s. 5*( 8 UNIT BUILDING)= 110 BDRMS 1* 6 UNITS BLDNG= 6 UNITS 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 204 p s. 11 *(7A UNIT BUILDING)= 286 BDRMS 1 *5A UNITS BLDNG= 5 UNITS 15 units / 50 bedrooms ( UNI 6* 7C T BUILDING )= 168 BDRMS 1 *5B UNITS BLDNG= 5 UNITS 3*(7D UNIT BUILDING)= 84 BDRMS Phase 2A 1*( 6 UNIT BUILDING)= 22 BDRMS 1 - 9 units (5x4b + 2x2b + 2x1 b) = 26 bedrooms Type 3 & 4 Bdrm: 92 bdrm 1 *(5A UNIT BUILDING)= 18 BDRMS 1 - 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms required parking: 92 p.s. 1*(5B UNIT BUILDING)= 20 BDRMS TOTAL= 223 DWELLING UNITS 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 12 bdrm required parking: 18 p.s. TOTAL BEDROOMS= 786 BDRMS 2237 D.U./16 (DMPST/D.U.) =13.93 DUMPSTERS J----i"� 0 - 7C units (7x4b) = 0 bedrooms Required Parking Phase 2A: 110 p s. 2 - 7D units (7x4b) = 56 bedrooms Parking Provided Phase 2A: 75 p.s. 14 (8-YRD DUMPSTER) REQUIRED 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 263_p.s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Parking Provided: 279 0� 0 - 5B units (5x4b) = 0 bedrooms 31 units 104 bedrooms Phase 2B 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 76 bdrm 3 - 8 units (4x4b + 2x2b + 2x1b) = 66 bedrooms required parking: 76-p.s. 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 18 bdrm INTERIOR ISLAND CALCULATIONS ' required parking: 27 p.s. ' 0 - 7C units (7x4b) = 0 bedrooms Required Parking Phase 2B: 103 p.s. \ �J' / 1 - 7D units (7x4b) = 28 bedrooms Parkin Provided Phase 2B: 1 i/ Parking -�--�� PERIPHERAL PARKING SPACES: 90 P.S. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 366 12.s. INTERIOR- PARKING SPACES: 792 P.S. ti 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulave Parking Provided: gT 0 - 5B units (5x4b) = 0 bedrooms EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 31 units T94 bedrooms 792 P.S./15 P.S.=53.00 53*(180 SQFT)= 9,540 SQ.FT. i' Phase 3 / 2� 0 - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm EXTRA INTERIOR END ISLAND REQUIRED: 9.540 SQ.FT. / 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 52 p.s. TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 19.529 SOX17 i = Type 1 & 2 Bdrm: 0 bdrm , 2 - 7A units (5x4b + 2x3b) = 52 bedrooms required parking: Q p.s. 0 - 7C units (7x4b) = 0 bedroomsRequired Parking Phase 3: 52 p.s. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 3: 105 p.s. \ i o % umpster� / ro,P 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 418 p.s. 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 496o•s• 14 units / 52 bedrooms BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) DOMESTIC WATER (PER UNIT) Phase 4 9 UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 5.65 GPM (PEAK) 8 UNIT BUILDING = 3729 * 3 = 11187 SQ.FT. 1.53 GPM (AVE) / �r 0 - 9 units 5x4b + 2x2b + 2x1 b = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm * ( ) 7A UNIT BUILDING = 4346 3 = 13038 SQ.FT. \ . 0 - 8 units 4x4b + 2x2b + 2x1 b = 0 bedrooms required parking: 48 p.s. 0.00 GPM (MIN) ( ) 7C UNIT BUILDING =4346 * 3 = 13038 SQ.FT. Type 1 & 2 Bdrm: 0 bdrm * 0 - 7A units (5x4b + 2x3b) = 0 bedrooms 7D UNIT BUILDING = 4346 3 = 13038 SQ.FT. required parking: 0 .s. SEWERAGE FLOW q P 9 P 6 UNIT BUILDING = 3729 * 3 = 11187 SQ.FT. / \ . atiori 1 - 7C units (7x4b) = 28 bedrooms Re Required Parkin Phase 4: ' ;. z : g . q g 48 p.s. 5A UNIT BUILDING = 3111 * 3 = 9333 SQ.FT. 1600 GPD MAX. / ; <; 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 4: 3Rs * _ 5B UNIT BUILDING = 3111 3 - 9333 SQ.FT. - = bedrooms Cumulative Required Parkin466 0 5A units (3x4b + 2x3b) 0 b r q g os 2 t _Parking'Proveded. � _ __ . _ Cumulative " 1 5B units (5x4b} 20 bedrooms 496 mss. Density Legend I 12 units / 48 bedrooms Phase 5 Density 223 units, on 16.40 acres .. acre - = 223 units / 16.40 acres - 13.59 units per a 0 9 units (5x4b + 2x2b + 2x1 b) 0 bedrooms Type 3 & 4 Bdrm: 54 bdrm —— Max Allowable Density 20 Dwelling Units/Acre / 0 8 units (4x4b + 2x2b + 20 b) 0 bedrooms required red Parin9 54 s. / ,� = � '� .• . �: = Type 1 & 2 Bdrm: 0 bdrm (R-4 Zoning) 1 7A units (5x4b + 2x3b) 26 bedrooms required parking: 0 P•s•1 7C units (7x4b) 28 bedrooms a_f . : . Required Parking Phase 5: 54 Rs. = .Fire 0 6 units 4x4b + 2x3b 0 bedrooms ( ) Parking Provided Phase 5: 88 Rs. 0 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parkin � ...w \ 0 5B units 5x4b) - 0 bedrooms Cumulative Parking Provided: 584 12.s. .,, -• ,.� s,; � ,� ,, \ _,, ,, tr-� ,_ : � 14 units 54 bedrooms 12'X12=. Phase — � , 5 o P x I Sr 0 - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 28 bdrm �' , �,r �- r ��x� s - � � pa " /g r 0 _ 8 units 4x4b + 2x2b +2x1 b- 0 bedrooms required d Parkin9 —28 p.s. / -�• �-' Type 1 & 2 Bdrm: 0 bdrm , F P + 2x3b) 0 bedrooms 0 7A units 5x4b 2 � s •s ' dT required parking: 0 R.S.nter X+ �s N, 28 bedrooms ,--- 1 7C units 7x4b ( )Required Parkin Phase 6: t 9 28p_s. Exist. 15' P.U.E - bedroomsProvided 0 6 units 4x4b + 2x3b 0�, Y..,.. .: r. <: , .._ , •.. ,stn. ,-�. ( ) Phase 6. I Parkin 927 Q.s. � Plat + 2x3b 0 bedroomsRequired 0 5A units 3x4b Cumulative Parkin Cumulative Parkin Pr � r 0 5 nits 5x4b 0 bedrooms 5 /t B U ria 285 *� x. 7835 • .. ,_„'-Ys _ .. - _ _ t.. - .z" dsw. :. . � n 7 units 28 bedroomsCD 9 ti'• `� l W � h r x , � i Phase 7 �f x t [- Type 3 & 4 Bdrm. 48 bdrm + 2x1 b 26 bedrooms 1 9 units 5x4b + 2x2b 0 - 8 units ( 4x4b + 2x2b + 2x1 b)- 0 bedrooms requiredparking: 48 p.s. ,- x>•!. .,.! ',._*Steri .._ _ ., ..:. ,..:; E - ....: ,- .-,-., x ., -:, _.... .- .., s 3,_ _ ;-._. �_ .. :3 .a+' {/ .. 4i\ _ 3 ,,', YP 1 & Bdrm. 6 bdrm _ 7A units (5x4b + 2x3b) bedrooms 4 ,f .: z requiredparking:-9 p.s. . .:r"'• _, . ,. . , <4 � '� � � � .1- \ h 1 7C units (7x4b) = 28 bedrooms Required Parking Phase 7: 57 p.s. — 1 �` r �- ; : z �� .• gF \ \ Y 3 0 - 6 units4x4b + 2x3b) = 0 bedrooms (� ( Parking Provided Phase 7. 52 os. _ \-Y 0 5A units (3x4b + 2x3b) 0 bedrooms Cumulative Required Parking: 605 D•g. TD °v' 3 - "` ;. • - °Y� �� ,, \ �� <, �t-� .ri � �- :'� �, • — CRAWFORD BURN SURVEY ti \ Cumulative Parkin Provided: , 0 5B units (5x4b) 0 bedrooms Cum g ¢63 p_s REMAINDER OF 58.3 ACRES' 16 units / 54 bedrooms 354/PG 4 6 DR C 1.216 Black Decorative„ = r \ a \ VOLACRES Iron Fence / k = 1 \\ . ` t A Phase S (NOT PLATTED) Sx \°'. 0 9 units (5x4b + 2x2b + 2x1b) R-4 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm S• 0 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms requiredparking: —44 p.s. b + x b = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 1 7A units (5x4 2 3) required parking: 0 p.s. 0 - 7C units (7x4b) = 0 bedrooms I I - z �`:I Required Parking Phase 8: 44 p.s. r u M __,' 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 8: 1.16 o•s. 1 - 5A units (3x4b + 2x3b) = 18 bedrooms Cumulative Required Parking: 649 p.s. s t. 0 - 5B units 5x4b = 0 bedrooms Cumulative Parking Provided: 779' - a Q a - :Sy. ;°, - \ -'t 12 units 44 bedrooms I �� _��� I ;:'�'.., :# ,. = Y 1 v Phase 9 1 9 units 5x4b + 2x2b + 2x1 b 26bedrooms Type 3 & 4 Bdrm. 46 bdrm ,xw-: .e_F,:cr.. tSE'`z,3 t, }.fii;'ix,:. :.�'.% aL. , . ..:�Y,`l +r-4•,u:.F,�- v. ,r.,e;e.,,. Y�.-a:,ek�_ ,,r. fq"..s7:_t£:.., :r:- _.->>r,e.r.,;.r.>�^ .. f Y`�v,5>:.. 1-E `[ $r-, . ., �_7N�ixsr�, ',... a �„� ��:_.,." 1 required parking: 46 Ps 0 _ 8 units (4x4b + 2x2b + 2x1b) 0 bedrooms �:aynT t. _ . _ ".1...I Type 1 & 2 Bdrm. 6 bdrm 1 - 7A units 54b + 23b � , *� '�' � ,.x �� ;�� � z , :x <r�: ,u.: {, ' '= _ _ ,_•_,_ .. - - - (5x4b YP \ ) = 26 bedrooms required parking: 9 12.s.0 7C units (7x4b) 0 bedrooms I Required Parking P hase 9. 55ps. c' �•.r>'�; ... c. .;:. -x t __ , # __... . of i. € € ¢t ... ::• :; :t g e,w_i ,> °,s i .:..'.. d, :lAtrt;� 6 units (4x4b + 2x3b) 0 bedrooms I_t-. -Parkin Provided Phase 9 0 5A units (3x4b + 2x3b) 0 bedrooms o t70o•s. rorop; -- G , t. = Fire .. ve Parkin Provided. _ 0 bedrooms Cumulate x 12x12 - -Water _ ire. 0 5B units (5x4b) 9 882 p.s. F H Brant N Y.: rte., I Du rsa P TYP ; H dre; Meter” — 16 units 52 bedrooms L i7-1 9iPhase 10 (: 1 0 - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm -- oe _ ''TYP ` " ., cTw o� , 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 52 p.s. - a�T - - -S - - - - °E ga „� °E = a - T gas - UI 2 - 7A units 5x4b + 2x3b = 52 bedrooms Type 1 & 2 Bdrm: 0 bdrm � ( ) required parking: 0 p.s. lack Decorative 0 - 7C units (7x4b) = 0 bedrooms Iron Fence Required Parking Phase 10: 2 p.s. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 10. O P.S. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 756 p.s. 326 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 882 12.s. 14 units / 52 bedrooms Phase 11 325 0 - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 54 bdrm 324 0 - 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 54 p.s. �� 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm R.O.W. VAR I_��_______- 1 - 7C units (7x4b) = 28 bedrooms required parking: 0 ps• 323 - 0 - 6 units 4x4b + 2x3b = 0 bedrooms Required Parking Phase 11: 54 p.s. ( ) Parking Provided Phase 11: O D•�,, 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required PArking: 810 p.s. 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 882 o•s- 14 units / 54 bedrooms 1 I I I I I I PERSON AT THE ZO T 2, BLOCK A 1-106W VILLAGE ADDITION ' _ 3613, PG. 285 D.R.B.C. ii•5' CURRENT ZONING: R-4 / Exisi: � 18' Sanitary ' . P s • gas m D -UT 32T, \ \ \ 4 b Black Deco\ Iron Fence \15' Front Setb k Retaining 321 ' 320 ` 3 Exist P.0 E (Vor, 9513 G. 150) \ New ROW UI reflects addt'I Retaining Wall UT SITESOUTH �� M HELL_ PW 0 COLLEGE STATION - CITY UMTS - VOL s� PG. 8 O.R.B. ?RENT i R-1XL NIX UlC/N/TYMAP � Exist. 18 � \ Waterline PALOMARES CONSTRUCTION, INC. CRAWFORD BURNETT TRACT 62, Exist. Fire �� \ CURRENTZONING:ZONING)R-1 \ \ ' Hydrant \ NAVAJ \ WFORI ,... ,. .. '•-,,:.. :Dum r \ ( T P� L CURREN- �• � R Prop. ,F \ 0 O \ _ ,.•t Ek 15'c` � Iron Fence \ \ /t -'`•,. \ '',r' �,, ��, fig.' � \\ s z �.e \ �.r t. �w- \ k - f - r l n, Z Pro ` ro t 15 F n F Water ` Setback t� fi i 4 7 , "tb - 3 . , Q z z k. t. p � �i 3 rt. L 2 1 A 5' Side Exist. Guywire Bla k Decorative ietback (T� o� Rem ved) Iro ^ Fence W 319 IT MORGII II I T.979.260.6�963 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRVE EAST SUITE 20 COLLEGE STATION, OF 1 77840 PLAN &DESIGN SPEC STS IN CML ENGINEERING RAULICS HYDROLOGY s UTILITIES � STREETS SITE PLANS • SUBD SIONS www.mitchellandmor, an.com Firm; #F-1443 (09/26/11 •• VERONICA J.B. MOI�GAN ••ff 'o •,.� ..................................... 77689 � SSPOTI -Y i /ONAL SEPTEMBER, 2 11 Designed by: V��11BM Drawn By: JIJJ Checked By: VII BM 0 C�7 N � o V Q : r N QT7i O U 0 rN/ LL. N I O " W TO J M ­Ur Lo k J O W O 'W PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, 1= 10199936.19, Bev= 322.23 0 — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 48 p.s. 1 — 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 — 7C units (7x4b) = 0 bedrooms required parking: 0 P.S. Required Parking Phase 1A: 48 p.s. 1 — 6 units ( 4x4b + 2x3b = ) 22 bedrooms Parking Provided Phase 1A: 149 D•g, 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 48 Rs. 0 — 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 149 n•s• 13 units / 48 bedrooms 3* 6 UNIT BUILDING )= 66 BDRMS ( ) 1 5A UNITS BLDNG= 5 UNITS Phase 1B — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 52 p.s. 2 — 7A units (5x4b + 2x3b) = 52 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 — 7C units (7x4) = 0 bedrooms required parking: 0 P.S. 0 — 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 18: 52 o,_s• Parking Provided Phase 18: 0 R.S. 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 100p.s. 0 — 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 149 p.s. 14 units T52 bedrooms Phase 1C 0 — 9 units (5x4b + 2x2b + 20 b) = 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm 1 — 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms required parking: 44 p•s• 0 — 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 6 bdrm 1 — 7C units (7x4b) = 28 bedrooms required parking: 9 R.S. Required Parking Phase 1 C: 53 c, :�s. 0 — 6 units ( 4x4b + 2x3b = ) 0 bedrooms Parking Provided Phase 1C: 55 p.s. 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 153 0 — 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 204 p.s. 15 units / 50 bedrooms Phase 0 2A — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 98 bdrm 1 — 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms required parking: 98 p.s. 1 — 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 6 bdrm 2 — 7C units (7x4b) = 56 bedrooms required parking: 9�s. Required Parking Phase 2A: 107 0 — 6 units ( 4x4b + 2x3b = ) 0 bedrooms Parking Provided Phase 2A: 75 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 260 p.s. 0 — 58 units (5x4b) = 0 bedrooms Cumulative Parking Provided. 279 12.8,• 29 units / 104 bedrooms Phase 0 — 9 SITE CALCULATIONS (5x4b 9 UNIT BUILDING: PER UDO— MULTIFAMILY DWELLING: 5*4(BDR)+2*2(BDR)+2*1(BDR) 3 & 4 BEDROOM UNITS= 1.0 SPACE/BDRMS =26 BDR/BUILDING 2 & 1 BEDROOM UNITS= 1.5 SPACES/BDRMS 8 UNIT BUILDING: TOTAL TYPE 3 & 4 BEDROOMS= 756 BDRMS 4*4(BDR)+2*2(BDR)+2*1(BDR) REQUIRED PARKING= 756*(1.0)= 756 P.S. =22 BDR/BUILDING TOTAL TYPE 2 BEDROOMS= 30 BDRMS 0 REQUIRED PARKING= 30*(1.5)= 45 P.S. 7A UNIT BUILDING: REQUIRED PARKIN SPACES: = 801 P.S. 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING PROVIDED PARKING SPACES: = 885 P.S. 0 bedrooms (10.485 OVERPARKED) 7C UNIT BUILDING: — 7C 7*4(BDR)=28 BDR/BUILDING HANDICAP PARKING: = 2% OF TOTAL PARKING SPACES 6 UNIT BUILDING: 885 TOTAL * 2% =17.7 =18 P.S. 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 18 H.C. SPACES REQUIRED —INCLUDING 3 VAN ACCESIBLE IN.) 5A UNIT BUILDING: + 3*4(BDR)+2*3(BDR)=18 BDR/BUILDING DIAMSEM 5B UNIT BUILDING: (PER UDO —MULTIFAMILY DEVELOPMENT: 5*4(BDR)=20 BDR/BUILDING 1-8 YRD DUMPSTER/16 DWELLING UNITS) 2*( 9 UNIT BUILDING)= 52 BDRMS 2* 9 UNITS BLDNG= 18 UNITS 3*( 8 UNIT BUILDING)= 66 BDRMS 3* 8 UNITS BLDNG= 24 UNITS 12*(7A UNIT BUILDING)= 312 BDRMS 12*7A UNITS BLDNG= 84 UNITS 9*(7C UNIT BUILDING)= 252 BDRMS 9*7C UNITS BLDNG= 63 UNITS 3* 6 UNITS BLDNG= 18 UNITS 3* 6 UNIT BUILDING )= 66 BDRMS ( ) 1 5A UNITS BLDNG= 5 UNITS 1 *(5A UNIT BUILDING)= 18 BDRMS 1 *5B UNITS BLDNG= 5 UNITS 1 *(5B UNIT BUILDING)= 20 BDRMS units / 94 bedrooms TOTAL BEDROOMS= 786 BDRMS TOTAL= 217 DWELLING UNITS 3 units 217 D.U./16 (DMPST/D.U.) =13.56 DUMPSTERS + 14 (8—YRD DUMPSTER) REQUIRED 14 DUMPSTE'RS PROVIDED 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm Phase 0 — 9 2B units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 88 bdrm 1 — 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms required parking: 88 p.s. 0 — 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 6 bdrm 1 — 7C units (7x4b) = 28 bedrooms required parking: 9 p.s. Required Parking Phase 2B: 97 0^' 2 — 6 units ( 4x4b + 2x3b = ) 44 bedrooms Parking Provided Phase 2B: 114 p.s. 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 357 ps. 0 — 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 393 p.s. 27 units / 94 bedrooms e 3 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 00 —�9 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 52 p.s. 2 — 7A units (5x4b + 2x3b) = 52 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 — 7C units (7x4b) = 0 bedrooms required parking: 0 p.s. Required Parking Phase 3: 52 p.s, 0 — 6 units ( 4x4b + 2x3b = ) 0 bedrooms Parking Provided Phase 3: 105 INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 90 P.S. INTERIOR PARKING SPACES: 795 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 795 P.S./15 P.S.=53.00 53*(180 SQFT)= 9.540 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9.540 SQ•FT, TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 19.529 SQ.FT. LEGEND o FIRE DEPARTMENT CONNECTION T.979.260.6963 WATER METER 4 WATER VALVE eM FIRE HYDRANT --.— SANITARY SEWER CLEANOUT ®O sANrrARY SEWER MANHOLE STORM DRAIN CURB INLET 11111110 Mi RAMP WITH ADA PAVERS El TRANSFORMER PAD ae I ELECTRICAL PULL BOX sc ELECTRICAL SWITCH GEAR r ■ 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 409 p.s. 0 — 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 498 p.s. 14 units / 52 bedrooms BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) DOMESTIC WATER (PER UNIT) Phase 4 9 UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 2.40 GPM (PEAK) 0 — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 8 UNIT BUILDING = 3729 * 3 = 11187 SQ.FT. 0.60 GPM (AVE) 0 — 8 units (4x4b + 2x2b + 20 b) = 0 bedrooms required parking: 48—p.s. 7A UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 0.00 GPM (MIN) 0 — 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm 7C UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 1 — 7C units (7x4b) = 28 bedrooms required parking: 0R.s. 6 UNIT BUILDING = 3729 * 3 = 11187 SQ.FT. Required Parking Phase 4: 48 p.s. 5A UNIT BUILDING = 3111 * 3 = 9333 SQ.FT. 128D MAX.WERAGE 0 — 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 4: 0 D,=s• 5B UNIT BUILDING = 311 1 * 3 = 9333 SQ.FT. 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 457 p ss - 1 SBui units 5x4b = 20 bedrooms Cumulative Parkin Provided: ( ) g 498 p`$'' -12 amts48 bedroomsDensity Lege nd _ Phase 5 Density = 217 units on 16.40 acres 0 — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 54 bdrm 217 units bl 1 Den acres 0 wells units per acre 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 54 �s. Max Allowable Density 20 Dwelling Units/Acre 1 — 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: ` - 0 bdrm (R-4 Zoning) 1 — 7C units (7x4b) = 28 bedrooms required parking: 0 p•s• 0 — 6 units 4x4b + 2x3b = 0 bedrooms Required Parking Phase 5: 54 o,_s• ( ) Parking Provided Phase 5: 88_o•s• I' 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 511 Q.s- T X 0 — 58 units (5x4b) = 0 bedrooms Cumulative Parking Provided: 586 p.s. 1 1 14 units / 54 bedrooms _1 Phase 6 1 0 — 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 28 bdrm 1 --- -- 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 28 p.s. 0 — 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm — ------ 1 — 7C units (7x4b) = 28 bedrooms required parking: 0 R.S. — — Required Parking Phase 6: 28 os. 0 6 units (4x4b + 2x3b) 0 bedrooms Parkin Provided Phase 6: I 9 27 � Exist. 15' P.U.E 0 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 539 o.s" 0 (plat) 0 — 58 units (5x4b) = 0 bedrooms Cumulative Parking Provided: 613 p.s. T 7 units / 28 bedrooms i-----------_ �— -- — 16-65 18 -SS 7 - 18 -SS - Phase 7 1 9 units (5x4b + 2x2b + 2x1 b) - 26 bedrooms Type 3 & 4 Bdrm: 48 bdrm 00 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 48 p.s. 0 — 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 6 bdrm 1 _ 7C units (7x4b) = 28 bedrooms required parking: 9 p.s. L LJ Required Parking Phase 7: 57 os. > 0 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 7: 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 596 nes• 0 — 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 665 , TD =t e CRAWFORD BURN SURVEY 16 units 54 bedrooms 1�� k REMAINDER OF 58.3q ACRES VOL 354/PG416 DR 1.216 Black Decorative Phase ACRES Iron Fence 0 — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm (NOT PLATTED) , 3j required parking: 44 .s. 1 R-4 0 8 units (4x4b + 2x2b + 2x1 b) 0 bedrooms q P 9 ..—.� 1 (_L<L 1 — 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 — 7C units (7x4b) = 0 bedrooms required parking: 0 R.S. Required Parkin Phase 8: 0 — 6 units 4x4b + 2x3b = 0 bedrooms q g �` 1 0 ( ) Parking Provided Phase 8: 117 p.s. 1 5A units (3x4b + 2x3b) = 18 bedrooms Cumulative Required Parking: 640 D,_3• 0 — 5B units 5x4b = 0 bedrooms Cumulative Parking Provided: J82T•s- N3 Y'- 12 units / 44 bedrooms41 Phase 9 1 9 units 5x4b + 2x2b + 2x1 b 26 bedrooms Type 3 & 4 Bdrm: 46 bdrm 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 46 p.s. 1 " _ Type 1 & 2 Bdrm: 6 bdrm + 6 rooms 1 7A units 5x4b 2x3b 2 bed ;- ( = required parking: 9 p.s. 0 7C units (7x4b) 0 bedrooms Required Parkin Phase 9• q 9 55 Dom$. 0 6 units 4x4b + 2x3b 0 bedrooms ( 1 i Parkin Provided Phase 9: 9 DyB. 3 0 bedrooms ..- 0 5A units 3x4b + 2x b ( ) Cumulative Required Parking. C95 o,_s• 1 / ,, ,},�,, � k \, 0 — 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 1 t PfOP- 16 units 5 2bedrooms / _ 1 � °' '� " '-Qumpster Hydrant Phase 10 ' e°d 0 — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 52 �s 3 2 — 7A units (5x4b + 2x3b) = 52 bedrooms Type 1 & 2 Bdrm: 0 bdrm a�T �� s — -- gas — -- 0 — 7C units (7x4b) = 0 bedrooms required parking: 0 P.S. lack Decorative 0 — 6 units 4x4b + 2x3b = 0 bedrooms Required Parking Phase 10: 52 o,_s• Iron Fence ( ) Parking Provided Phase 10: O D-8• 1 _- 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 747 p.s. n' 0 — 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: $, p.s. X20 14 units / 52 bedrooms Phase 11 325 0 — 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 54 bdrm 0 — 8 units (4x4b + 2x2b + 2x1 b) = 0 bedrooms required parking: 54 p.s. 324 1 — 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 1 — 7C units (7x4b) = 28 bedrooms required parking: 0 p.s. 323 Required Parking Phase 11: 54 R.a. 0 — 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 11: 0 p.s. 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required PArking: 8Oi D•8• 0 — 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided:D^s. 14 units / 54 bedrooms --��-- I I I I I I R. OX V, -FERSON AT THE ZONE, LP IT 2, BLOCK A HOLLEMAN VILLAGE ADDITION L. 3613, PG. 285 D.R.B.C. CURRENT ZONING: R-4 i / Exist/ 18" Q gas C7 fp r 372 Black Decorative- Iron Fence N.T.S. SITE HARVEY MMMHELPN 'Sou'" COLLEGE STATION - CITY LIMITS - VICINI T YMAP oy T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRINE EAST SUITE 204 OLLEGE STATION, 7784C PLAN & DESIGN SPFCIAUSTS IN CML ENGINEERINGIHI,'DRA000S HYDROLOGY * UTILITIES STREETS SITE PLANS * SUBDIVISIONS #F-1 � pili AUGUST, 20 1 Designed by: Vol Drawn By: J,U ' Checked By: V' E O n � O' f j \ PALOMARES LL_ W CONSTRUCTION, INC. CRAWFORD BURNETT 62,( TRACT TTE ) Exist. Fire NOT PLATTED Q" 4 Hydrant CURRENT ZONING: R-1 Q L Q o o n Dete tion Po d \`f 3� o Retaining wall Ell ( f 1 o r airs St s gq� Cj s ^� NAVAJ WF R i w . . NOT 1 CURREN• C: Hydrant �> rBic k \ D rcn �y ` Iron Fence �gg _ ran xx \\ 15' Front � Setback VMeter Nlt $ (Y, � • � � i zty< � ! 'r � P Y � t ^� k �r t. .... .... - Jam'..., -r .. \ ::, : . ....... .:: ,•_ ::...:.. ... . .:.: _:... ..-. ...: -: _. y ..� _- F =- y�* Y,'a '�.:.. kit. - i }* --r , ,.�•<r i . \ v;� 's: ♦, r 3_y S \ Cr , V_ -"' _-" .r77 �,,,�-"` •� \ 3' : } •y 1':..1'`y £ I }. L } 4 9 I = € I -}'��-i i',.' Pro Wattrr �� ' � s f _krjx. — _ - =12'x12' ' 1 ?nPshe-Hy7ron� G Dum er Pad \\ T--^•-fIR V;fLF'•-,:�=c1 N£ FIRES LANE, . '-,•�� f -.� PSt LjLj a V go _UT— U C)01.9 PG192) 15' Side Exist. Guywire Bla k Decorative �� Setback (To. Be Removed) Ira Fence �s O (L W W ti 321 320 319 E OL -� 'lL PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 / N \ �� `� �fi� ` Q 4 \ \\ \ /f / ��� \ 0_ ®-RCP = Exist. Detentio Pond ''MIN_- I E f Ex. Dum \ i EnclosuresProp. a s' Exist. Q F:r)oc / Ce �al ' +,+, Retaining Wall �`y f� e porory Dupnpster �3 \\ �� 6'- �b Z-3, Exist. CSs V; D © *� / A �/ YF / 0 1 list. Fre \ / +_ -o / v \\ O ` 3 lydrant+`+� \\ Exist. 36 // s } \ p F + EXlatE i RC / / E�9 a LDI{ / P ASE s �+,x �o` Reta.ining Wall ( ) .� `+ t / / \ 0A � w / EX. �£ BUILDING \ \ �' ++�+ EX / M� ,9 e<p \ Remove v+� \ ° �+ p BUILDING P / .ar �\ 'Pro 15' ` COLLEGE STATION \ \ ctrY uMrr'; s » \ P.U.E. ROW tits. \\ HC symbol �� �s r op. 30 P.U.E. / / \ \ and loading> - \`+ c \ / / \ Exist. 36" PHASE H E \ / \ \ zone striping �S �.+ LINE\ / // / �// HDPE \ '� Ex. striping i' Ex. 8'\ + < ° // to remain \ \ Water \ \ `+`'�, �� !� �L=�1c� Prop. \\ ✓ �� / ` ®�\ \ in e \ \� - o. � �'� � � / � / � n' tiaj `+. ,- / \\ Prop. 15 15' Front ` � + \ / ` PVC •Pub P.U.E. Setback a \ � � P.U.E. \ i f�\ + \� GENERAL CONSTRUCTION NOTES: \ a, `+ / p \ \ `+ // \\ /� Waterline \ �,!► \ Pr� \ 1. It shall be the responsibility o e Contractor to NC \ \ �7 , \\ p y f th c verify the exact location of ALL existing underground © 15 \ °�fiy6 \+�` +'{�+/ / /may \ utilities. Furthermore, the Contractor shall contact all unlit company representatives a minimum of 48 hours UNIT' i \� 0 Black Decorative \ Y P Y P P.U. Ex. S.S. 6" oil Backfill / o�°� \o \�d� Ex. Dumps t r �,� \�� Iron Fence 4 \,� in advance of any excavation. ,�`� \o t*� `�� \ \ \�\ Enclosure Service #3 Bar /Tam rivate ° 61 �° °�. + \ \ / .� (6 Wooden Fen A �� ��+,` r \ , -Temporary. Dump er / p / / \ a. Contact Dig Tess @ 1-800-344-8377 Locaton- / 6 S.S. / o ` �\ b. Contact Kimberly Winn 0 ATMOS 774-2506 3" PVC // Private // �� C. Contact Mike Lavender 0 Suddenlink 846-2229 a� s- services Prop. 5' \ 6" �� s \, , \ , % a, Service / E /�✓ \ d. Contact Isabel Cantu ®BTU 821-5770 6 �0�� Line / //Ex. Temporary % / e. Contact Mitchell Gas 779-4460 l / - --_ > 12 �� d °�': o f ' BUI NG \ \ 3 P� ,�"o Ex. / / Curb V f. Contact Union Pacific Resources ®778-8525 \ '�` AS ,f O F `J \ Servic� F' N _ „ \ j% g. Contact Richard Wallace 0 Vel'zon 821-4752 �.c \ ^�� p EC max. 3" ne \\ \ drant / /2 Ex. 24 0, y HDPEP,/ h. Contact. Gilbert Ramirez 0 CS (ELectrical) 764-6255 Concrete Pvmt \ \ ( ) j.. ` c S Pryce ��\� / / // \ i%'� / I. Contact Butch Willis 0 CSU (VY ater/Wastewater) 764-3660 F� \ , L ne . Line ��,a �/4" (W.L) TEMPORARY CURB DETAIL��o \ a \ \\ Service Se �'d \\✓� ErER PHASE 2. All construction shall be m accordance with '! the current City of College Station (C.S.) Standard FDC Ex. Fire4 Fireline /1 LINE Specifications for Street Construction, B/CS Unif ed Technical Specifications, Water and Sewer and Generals, NM \v \\ }� solatio Val//\Lai �\��,e / / \ (PH 1-C) Fu 0 2009, and BCS Unified Design Details. All inspe ion shall be performed by the staff of the City Engineer of » fA.ENA11@ curb-tamp.d�rg � 3r 6 / BUILDING \, �� r \ / \,\ ,_Isolatio C.S. All construction shall 'be coordinated with t e City of C.S. City Engineer. PLOTTED: 13 Jul 2010 - 12.06 pm + : � a, FDC n{� n Valvepp ` \� 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written Ly 3" r / PHAS �t+\ y air, Lt- LFIJ �` �`' �Q� \ approval from the City Engineer for any substitution prior to Construction. Requests for changes should include LINE / (PH 1-D 0, �11; ti 4{ I ', Privacy product information and an engineers seal whey applicable. The contractor shall be financially responsible for 3 + 5 tis �J , w 0� ✓ �Fence / ,fir �% the engineers time spent reviewing changes on (...redesigning based on contractors requests. • - �S \'\ %� ���' „, » ,' e n servrrya +' 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P Ex. 24 \ •'�, j.Y is $,f ss ,.fi \ " _ 1' �. 6 S.S. 4 HDPE and all federal, � - -� I state and loco " � sr � � �"� ��.s \ I regulations 12 \ 4 ` a /,. Private PHASE rt @ service LINE 5. TRENCHING AND BACKFILLING: All trenchin and backfilling shall conform to the specifications set out \ TP PH2A) herein. Testing shall be provided by a certified laboratory, tory, at the Owners expense, to verify these standards. // _ \ n N - f, Any retesting due to substandard work shall be the expense of the Contractor. Structural • • •; • 6 ,. ti r * , F P areas shall Ex. 6 S.S. fir- -_., Mx > \ .,..,.,-1rs n .a.. p,.: '. , . F+ Electric ® `� � � - , }- ....,as-�• - 3� . ^~ -r. include II �. private "=w' service r_r -� , a sidewalks and shall extend 5 beyond the curb lines of all streets, alleys and parking areas. .� =`.� �_r_�-�. - _ ..�- \ � Conduityam:_> a,.- > 5== . It is:the responsibility of the contractor to comply with all State and Federal Regulations ,s sem. Ne. �� ' � ii __. _... ' service -5� � � � ,�; . .* s 6 P tY P Y regarding , itYp \ Remove �,�. -� �"M� t�h� �Y � ... ..9 9 » 7,ra ar `'�' " ,?` - �'� y;'s;i _ -' a `s ,*z...; .eta'" \ i 4 Bars 0 15 O.C. \ -� � � � � ,,, n ,- :� -- construction activities near energized,. overhead p wer fines. Additionally, the contractor shall coordinate all •s t \\� mporary y,:, ] E. work and procedures with -the *Ci of G.S. _ Electrical 2 \ � �� .�� �� � � � � f,,,� �.ti� � , z= rt � proposed p ctrical Division. \ a\ .�V� , . - fl _ : ` \ 9 '_ g s w ., + 7. All ' ateri ,_ � �-_,_ � , � `�, �:. ,� � .�- ..� ��,�� a ��s�, ,�k, ... % rTt a s &labor not identified as u Separate Bid Item shall be considered subsidiaryto the item in TYPE 3 CURB � \\ �w��•-�_. � ���� f�.:r } ���� � 9 � � .3.�..z f,� ���-����.��� 3 �q 5>r. \ • \ _ , -. t inch • 30 which it is` used. All materials and equipment sh 311 be both furnishe _? Xd and installed unless otherwise noted. � p \ . _ : � .� ,� �,;. ;>, �� . °; .� .. _ � � n �-Y � ::� � 4 S.S.. I FOR USE WITH CONCRETE PAVEMENT OR \ \ r, rµ: , APRON .�� ,� ,�r.... � . , ._ . o :a... ,_ v . ,..� - _ _ _ �.� .� .., .. 3. .�.. - .. ... _ �. .: � ._ .� . _, .., . The Contractor :must roved ctio �_�_ g-.. . ?s �_ a .constru n staking from the information provide on these �w _ _._ _ _ _ _,,,� _ s. _ � �� _, _ 3~v, .. �_ �, .\ P h se Ions. NOT S \ ...� � ,. u :.. _, ,. _ . \ ,. ,, � �. �., .� ., }� . servic A SEPARATE PAY ITEM ,� ry _ � .,. �_.. ...,�-- �. .. __.. , - 9. All sal ex osed . b const - - \ f. ; ... F� ., .: �... �, .., _ �_.__,- , .,. - .. _ : s .. -�,,,. *, P Y ruction shall recew celCulose fibermulch eedm . NTS �� � _..<,,�.�.� ..�,, �< �.. ..w. �, ,, _ �, _ (tY RETAINING \ m, ,.. .. <_.,.' �._ ,. : . � 10. Trenches. may be left open overnight if prop.-rly barricaded.WALL \ r_y �� �« �r :, :r .Aar 11. Adjustment y , Y � - .,�� � ,� � of Water Meters. Valves, Manholes, Im anon Systems, and an other Public or Private Utility, 24 � 6 \ 10 Public � ..�� -� � • _�• � _ r� w 1 �.+{ � fi > �..,- "" j Y v, s:. �t-,•: >-};�tt:� c 9 Y Y 7 titlll ,.:, .. t. (min) \ tY \ E : C �\� = «aa -. etc. are not separate pay items. The Price of the adjustment shall be subsidiaryto the construction of Easement �:; �'. �. � -#. r �a`� .z- 8'\. � , ming" _ � � �- �1�i��. � LOT 1, BLOCK 1 Sewer Line, Force Main, etc. \ " „ LAKERIDGE SUBDIVISION Ex. 6 ., aNjT ` ykT 12. The contractor ` shall coordinate with Atmos, ! Suddenlink Communications, BTU, CSU, and Verizon. to adjust a \ r 16.40 ACRES J a, private F0121�tEk�r4' the location of existingfacilities. = 4 Bars 0 15" O.C.E.W. a;�\ service 4 P f 8\ w , +- ; \ F G. R-4 a recto \ �� �-,� 3 `% 13. Th 'contractor is responsible for traffic control. This is not a separate pa item. a, .... .. ..._, , ....x \ • ;4000 PSI. Conc t _ - ��� .,: ,q�. 14. Tem ora soil areas will be identified on site b owner. Clean dirt may Y _ P rY P Y y be stockpiled an d remain onsite \ + ::' ;.,0 ' if properly compacted \ 4.. lec uta p p yin lifts and tested for density b eotech. These permanent fill areas will be identified LOT 1 BLOCK 1 \ \ * / R%: aUj g �tY Y 9 \ -- \; to F, , -' \ \ '`� * / '' �.. - ¢''"f'rLh`c.;,,s-$xi..:--m` Privac onsite b owner. f .sr warinr 2. Y Y LAKERIDGE SUBDIVISION � ,�:. � / Nr� \ a � t . , . �-. ;�.�)�� . \X , - =s� .: ,HDPE . , 16.40 ACRES � �� � � 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to \ � � � � \ \ GES / n � ��� Pt&F . �.�"' � 1, 1 - -� �` � � ���� �, �,� � X 6 Lime Stabilized Su rade t v .u� Storm ::, �r :; CURRENT ZONING: R-4 O fiL�d1rl .j, _. •rh' : :,., , be visible from an ublic ri ht-of-wa or rest e y p g y d ntial district within 150 of the subject lot, measured from a point five feet above rade. Such screeningshall be coordinated with the building architecture and scale to a= \ maintain a unified \`/ \ BUILDING �l11Va8 `� .f h' �' fied appearance. l �IDAR_D C \ ONCREIE PAVEMENT DETAIL 16. All soil exposed by construction shall receive cellulose fibermulch seeding. Fo \ e =.. R,1381,. \ \ a>, s +i NTS \ \ /r, _ 17. Fire suppression lines shall have a lockable id on the isolation valve. The lockable lid shall, at a minimum ;: }*y-��,�s-u' �. �,,>r. � .. ,;-��y�,,",�ff>= st; � } supply protection as the AMPro USA LL562-WA locking lid. Alternate lockable lid shall be approved b College \ PP Y P 9 PP Y 9 RETAININ Station Utilities Director or his/her designee. 2X6 CEDAR TOP PLA \�/ ' WALL \s V .. `� . $_- ,n , 6" S. / 9 t x2 1 + w' suet �f aL'1-tti tr '�'� s \ FIrP.` ` fi�-�2a�`r. .asp ..� 5�`. ; \ 1 \ / I r �' ` ' private 18. Exterior Building and site 1' 1 7 I \ _�q (Yp ),x �fi .. Laney PrT1. ,.� P 9 lighting will meet the standards of Section 7.10 of the Unified Development 1X2 CEDAR NAILER F \ \ :. 9 ; \ - :� " 0 f service PHASE r �T s xxr ON FRONT SIDE \ m�g,� \� `� I Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project r1 LINE . i light horizontal) Fixtures will be mounted in such a manner that the projected cone of light does not cross \ \ Electrical , \ , �� } f s ` y (PH2A) 9 Y P J 9 h�...�,"� any property line. \ Conduit "` + t a �R1444.5 yfia s .Se Tr \ " ce a: 19. Contractor shall provide parking lot stripingin accordance ' _rwith the layout shown on this plans. \��tr 3g '- "� R1389.�-� k 7 P P 9 Y 2X4 TREATED \ N � � � k : ��� �� t � ' µI i,, C +y `�}16 Y ;rri 20. Contractor shall mount a placard with the word "FDC" on Freestanding FDC's stand Per Fire Marshall). \ 6 S.S 1r£'r� -g :! t�'- .Ir��iAVI, ` r \I s+_A'i-' y.'x"~zt,:. ,� r ( ) \ \ privat + E T ls11 # tpity� ` ; \ � r ;\ 21. All storm sewer and sanitary sewer being constructed with this site Ian is private. - - ervl \ c-� yr ,_ •- 2 t`ai rpt-3,vi`1" �'c•- ; E`a��a e � P 22. All Water Meters will be 3/4" unless otherwise noted. LANDSCAPE POST \ �� 1 ��� � '` 3g ,� t fi `- TREATED \ 3 -* \ / \ ASE'k r�� 's'r," n t, , S'ta'n tm'�,'�=',F" °.a'- : '\ 6. �� u,ry \ \� =:9i f 23. All dumpster enclosures shall be 12x12' interior clear space with no obstructions. or S"C �ZS '" '� j; sl.. ��� Y..:r^.'-" ,9 ��,,"."_. ✓, r^5. � �,st �5: � " » \ _ _, ` \x " - - --- 24. All retainingwalls renter than 24 m height require application for a buildingpermit b Contractor. \� PH 1 ,+ z - �_„ � . �s , � \�` 24 HDPE � _� \ snip- � `� Storm ,a servic SITE PLAN NOTES: 2X4 TREATED / 3"t w /r w ,`Drain (P +-•'* (tYP•)1. Name of Project: Lakerid a Townhomes Phase 2A �� 2. Address: 1198 Jones Butler Road, College Station, Tx 1 r 1NAT '' z ANSFORME \ \ Ex. Gas �9 4 LIER ,q0 3. Owner. Lakeridge Living LP. N uw r"bf a ire Gne `Inlet ,_h. 1 �, fv , h n <t 4,» v _"" --- - _ �` o n n�� A Texas Limited Partnership w P.O. Box 10028 CEDAR FENCE 3-� `� � �'� � � College Station 77842 \ ` \ Line --�� ,, � .�, PLANKS � (Ph -1 d) � \; �43�� � r � � ` ;."`"(�`) Fire Line 8" Prop. 15 `�"�`----,. � 4\ \ g WaterlinePublic Utility 9 olation R3 1 o'at10FL-4 [ [ �[ Easement (979) 739-9944 10' Public > ! Waterline *-* \ \ Utile �� n jnj o Prop. 15 r+ 1.* +- Valy Valve 0Q ' 4. Engineer. Mitchell & Morgan, LL.P. 2X4 TREATED utility V LJ Public Utility '�1 j { [ �[ '- 511 University Drive East, Suite 204 asement 1 i �- ---- Easement - r College Station, Texas 77840 -- --�- a Wate i aporary (979) 260-6963 Li Li\ PH FR PHASE � � R7� R1 i N � � 5. Zoning:: R-4 (Multifamily) J \ [.S �r Fire FDC R3 6. Existing Use: Undeveloped -Vacant Proposed Use: Multifamily �� A s E �"�• F f`1RE LANs ,�;._._. -' r 14' / ,4'° / (PH [ f ISE LE. -= -✓ (� H Brant R3 15 s: Per Ci of College Station Ordinances 7 Setback Building _ _ _ _ _ _ _ B. Overall Site Area: 16.40 acres Phase 2A Area: 1.46 Acres Fire ry �� Storm Dram , r,Re w j i = R3 F'R , Setback - 9. Water Demands Per = / Lane r -ii. Min. 0.00 gpm. Avg.= 0.6 gpm, Peak= 2.40 gpm Use Temporary .. ( Unit) _DUMPSTER FENCE ELEVATION / / Curb [ 5' Building o 10. SanitaryDemands: 1280' GPD Max., Min.= 0 GPD, Avg. = 320 GPD (Per Unit) // / Temp.___ �' 3'-�'-Re.�nsaE ""''"' [, ..- ck 11. Overall 'Height of Buildings: 40' to top Ridge r�Rr --oE- 12. Because the dumpster screens are located within utility easements, the property owner will be responsible for the .:.... o ; Grate PE-, replacement of the screens if it becomes necessary to remove them for utility construction and/or maintenance. NTS 15' Pub i ( �! N .� g'. ["- i.. ; t _ o Utility Inlet rb t . ,�...... o ` _ 13. Project Information: PH 2A - 29 UNITS ,r gaS 14 D © FIRE DEPARTMENT CONNECTION PHASE 2A WATER METER 4 WATER VALVE 9m FIRE HYDRANT -.- SANITARY SEWER CLEANOUT Frm SANITARY SEWER MANHOLE BUILDING SQUARE FOOTAGE r� •`y RAMP WITH ADA PAVERS ❑� TRANSFORMER PAD ae I ELECTRICAL PULL BOX sc p F + EXlatE i RC / / E�9 a LDI{ / P ASE s �+,x �o` Reta.ining Wall ( ) .� `+ t / / \ 0A � w / EX. �£ BUILDING \ \ �' ++�+ EX / M� ,9 e<p \ Remove v+� \ ° �+ p BUILDING P / .ar �\ 'Pro 15' ` COLLEGE STATION \ \ ctrY uMrr'; s » \ P.U.E. ROW tits. \\ HC symbol �� �s r op. 30 P.U.E. / / \ \ and loading> - \`+ c \ / / \ Exist. 36" PHASE H E \ / \ \ zone striping �S �.+ LINE\ / // / �// HDPE \ '� Ex. striping i' Ex. 8'\ + < ° // to remain \ \ Water \ \ `+`'�, �� !� �L=�1c� Prop. \\ ✓ �� / ` ®�\ \ in e \ \� - o. � �'� � � / � / � n' tiaj `+. ,- / \\ Prop. 15 15' Front ` � + \ / ` PVC •Pub P.U.E. Setback a \ � � P.U.E. \ i f�\ + \� GENERAL CONSTRUCTION NOTES: \ a, `+ / p \ \ `+ // \\ /� Waterline \ �,!► \ Pr� \ 1. It shall be the responsibility o e Contractor to NC \ \ �7 , \\ p y f th c verify the exact location of ALL existing underground © 15 \ °�fiy6 \+�` +'{�+/ / /may \ utilities. Furthermore, the Contractor shall contact all unlit company representatives a minimum of 48 hours UNIT' i \� 0 Black Decorative \ Y P Y P P.U. Ex. S.S. 6" oil Backfill / o�°� \o \�d� Ex. Dumps t r �,� \�� Iron Fence 4 \,� in advance of any excavation. ,�`� \o t*� `�� \ \ \�\ Enclosure Service #3 Bar /Tam rivate ° 61 �° °�. + \ \ / .� (6 Wooden Fen A �� ��+,` r \ , -Temporary. Dump er / p / / \ a. Contact Dig Tess @ 1-800-344-8377 Locaton- / 6 S.S. / o ` �\ b. Contact Kimberly Winn 0 ATMOS 774-2506 3" PVC // Private // �� C. Contact Mike Lavender 0 Suddenlink 846-2229 a� s- services Prop. 5' \ 6" �� s \, , \ , % a, Service / E /�✓ \ d. Contact Isabel Cantu ®BTU 821-5770 6 �0�� Line / //Ex. Temporary % / e. Contact Mitchell Gas 779-4460 l / - --_ > 12 �� d °�': o f ' BUI NG \ \ 3 P� ,�"o Ex. / / Curb V f. Contact Union Pacific Resources ®778-8525 \ '�` AS ,f O F `J \ Servic� F' N _ „ \ j% g. Contact Richard Wallace 0 Vel'zon 821-4752 �.c \ ^�� p EC max. 3" ne \\ \ drant / /2 Ex. 24 0, y HDPEP,/ h. Contact. Gilbert Ramirez 0 CS (ELectrical) 764-6255 Concrete Pvmt \ \ ( ) j.. ` c S Pryce ��\� / / // \ i%'� / I. Contact Butch Willis 0 CSU (VY ater/Wastewater) 764-3660 F� \ , L ne . Line ��,a �/4" (W.L) TEMPORARY CURB DETAIL��o \ a \ \\ Service Se �'d \\✓� ErER PHASE 2. All construction shall be m accordance with '! the current City of College Station (C.S.) Standard FDC Ex. Fire4 Fireline /1 LINE Specifications for Street Construction, B/CS Unif ed Technical Specifications, Water and Sewer and Generals, NM \v \\ }� solatio Val//\Lai �\��,e / / \ (PH 1-C) Fu 0 2009, and BCS Unified Design Details. All inspe ion shall be performed by the staff of the City Engineer of » fA.ENA11@ curb-tamp.d�rg � 3r 6 / BUILDING \, �� r \ / \,\ ,_Isolatio C.S. All construction shall 'be coordinated with t e City of C.S. City Engineer. PLOTTED: 13 Jul 2010 - 12.06 pm + : � a, FDC n{� n Valvepp ` \� 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written Ly 3" r / PHAS �t+\ y air, Lt- LFIJ �` �`' �Q� \ approval from the City Engineer for any substitution prior to Construction. Requests for changes should include LINE / (PH 1-D 0, �11; ti 4{ I ', Privacy product information and an engineers seal whey applicable. The contractor shall be financially responsible for 3 + 5 tis �J , w 0� ✓ �Fence / ,fir �% the engineers time spent reviewing changes on (...redesigning based on contractors requests. • - �S \'\ %� ���' „, » ,' e n servrrya +' 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P Ex. 24 \ •'�, j.Y is $,f ss ,.fi \ " _ 1' �. 6 S.S. 4 HDPE and all federal, � - -� I state and loco " � sr � � �"� ��.s \ I regulations 12 \ 4 ` a /,. Private PHASE rt @ service LINE 5. TRENCHING AND BACKFILLING: All trenchin and backfilling shall conform to the specifications set out \ TP PH2A) herein. Testing shall be provided by a certified laboratory, tory, at the Owners expense, to verify these standards. // _ \ n N - f, Any retesting due to substandard work shall be the expense of the Contractor. Structural • • •; • 6 ,. ti r * , F P areas shall Ex. 6 S.S. fir- -_., Mx > \ .,..,.,-1rs n .a.. p,.: '. , . F+ Electric ® `� � � - , }- ....,as-�• - 3� . ^~ -r. include II �. private "=w' service r_r -� , a sidewalks and shall extend 5 beyond the curb lines of all streets, alleys and parking areas. .� =`.� �_r_�-�. - _ ..�- \ � Conduityam:_> a,.- > 5== . It is:the responsibility of the contractor to comply with all State and Federal Regulations ,s sem. Ne. �� ' � ii __. _... ' service -5� � � � ,�; . .* s 6 P tY P Y regarding , itYp \ Remove �,�. -� �"M� t�h� �Y � ... ..9 9 » 7,ra ar `'�' " ,?` - �'� y;'s;i _ -' a `s ,*z...; .eta'" \ i 4 Bars 0 15 O.C. \ -� � � � � ,,, n ,- :� -- construction activities near energized,. overhead p wer fines. Additionally, the contractor shall coordinate all •s t \\� mporary y,:, ] E. work and procedures with -the *Ci of G.S. _ Electrical 2 \ � �� .�� �� � � � � f,,,� �.ti� � , z= rt � proposed p ctrical Division. \ a\ .�V� , . - fl _ : ` \ 9 '_ g s w ., + 7. All ' ateri ,_ � �-_,_ � , � `�, �:. ,� � .�- ..� ��,�� a ��s�, ,�k, ... % rTt a s &labor not identified as u Separate Bid Item shall be considered subsidiaryto the item in TYPE 3 CURB � \\ �w��•-�_. � ���� f�.:r } ���� � 9 � � .3.�..z f,� ���-����.��� 3 �q 5>r. \ • \ _ , -. t inch • 30 which it is` used. All materials and equipment sh 311 be both furnishe _? Xd and installed unless otherwise noted. � p \ . _ : � .� ,� �,;. ;>, �� . °; .� .. _ � � n �-Y � ::� � 4 S.S.. I FOR USE WITH CONCRETE PAVEMENT OR \ \ r, rµ: , APRON .�� ,� ,�r.... � . , ._ . o :a... ,_ v . ,..� - _ _ _ �.� .� .., .. 3. .�.. - .. ... _ �. .: � ._ .� . _, .., . The Contractor :must roved ctio �_�_ g-.. . ?s �_ a .constru n staking from the information provide on these �w _ _._ _ _ _ _,,,� _ s. _ � �� _, _ 3~v, .. �_ �, .\ P h se Ions. NOT S \ ...� � ,. u :.. _, ,. _ . \ ,. ,, � �. �., .� ., }� . servic A SEPARATE PAY ITEM ,� ry _ � .,. �_.. ...,�-- �. .. __.. , - 9. All sal ex osed . b const - - \ f. ; ... F� ., .: �... �, .., _ �_.__,- , .,. - .. _ : s .. -�,,,. *, P Y ruction shall recew celCulose fibermulch eedm . NTS �� � _..<,,�.�.� ..�,, �< �.. ..w. �, ,, _ �, _ (tY RETAINING \ m, ,.. .. <_.,.' �._ ,. : . � 10. Trenches. may be left open overnight if prop.-rly barricaded.WALL \ r_y �� �« �r :, :r .Aar 11. Adjustment y , Y � - .,�� � ,� � of Water Meters. Valves, Manholes, Im anon Systems, and an other Public or Private Utility, 24 � 6 \ 10 Public � ..�� -� � • _�• � _ r� w 1 �.+{ � fi > �..,- "" j Y v, s:. �t-,•: >-};�tt:� c 9 Y Y 7 titlll ,.:, .. t. (min) \ tY \ E : C �\� = «aa -. etc. are not separate pay items. The Price of the adjustment shall be subsidiaryto the construction of Easement �:; �'. �. � -#. r �a`� .z- 8'\. � , ming" _ � � �- �1�i��. � LOT 1, BLOCK 1 Sewer Line, Force Main, etc. \ " „ LAKERIDGE SUBDIVISION Ex. 6 ., aNjT ` ykT 12. The contractor ` shall coordinate with Atmos, ! Suddenlink Communications, BTU, CSU, and Verizon. to adjust a \ r 16.40 ACRES J a, private F0121�tEk�r4' the location of existingfacilities. = 4 Bars 0 15" O.C.E.W. a;�\ service 4 P f 8\ w , +- ; \ F G. R-4 a recto \ �� �-,� 3 `% 13. Th 'contractor is responsible for traffic control. This is not a separate pa item. a, .... .. ..._, , ....x \ • ;4000 PSI. Conc t _ - ��� .,: ,q�. 14. Tem ora soil areas will be identified on site b owner. Clean dirt may Y _ P rY P Y y be stockpiled an d remain onsite \ + ::' ;.,0 ' if properly compacted \ 4.. lec uta p p yin lifts and tested for density b eotech. These permanent fill areas will be identified LOT 1 BLOCK 1 \ \ * / R%: aUj g �tY Y 9 \ -- \; to F, , -' \ \ '`� * / '' �.. - ¢''"f'rLh`c.;,,s-$xi..:--m` Privac onsite b owner. f .sr warinr 2. Y Y LAKERIDGE SUBDIVISION � ,�:. � / Nr� \ a � t . , . �-. ;�.�)�� . \X , - =s� .: ,HDPE . , 16.40 ACRES � �� � � 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to \ � � � � \ \ GES / n � ��� Pt&F . �.�"' � 1, 1 - -� �` � � ���� �, �,� � X 6 Lime Stabilized Su rade t v .u� Storm ::, �r :; CURRENT ZONING: R-4 O fiL�d1rl .j, _. •rh' : :,., , be visible from an ublic ri ht-of-wa or rest e y p g y d ntial district within 150 of the subject lot, measured from a point five feet above rade. Such screeningshall be coordinated with the building architecture and scale to a= \ maintain a unified \`/ \ BUILDING �l11Va8 `� .f h' �' fied appearance. l �IDAR_D C \ ONCREIE PAVEMENT DETAIL 16. All soil exposed by construction shall receive cellulose fibermulch seeding. Fo \ e =.. R,1381,. \ \ a>, s +i NTS \ \ /r, _ 17. Fire suppression lines shall have a lockable id on the isolation valve. The lockable lid shall, at a minimum ;: }*y-��,�s-u' �. �,,>r. � .. ,;-��y�,,",�ff>= st; � } supply protection as the AMPro USA LL562-WA locking lid. Alternate lockable lid shall be approved b College \ PP Y P 9 PP Y 9 RETAININ Station Utilities Director or his/her designee. 2X6 CEDAR TOP PLA \�/ ' WALL \s V .. `� . $_- ,n , 6" S. / 9 t x2 1 + w' suet �f aL'1-tti tr '�'� s \ FIrP.` ` fi�-�2a�`r. .asp ..� 5�`. ; \ 1 \ / I r �' ` ' private 18. Exterior Building and site 1' 1 7 I \ _�q (Yp ),x �fi .. Laney PrT1. ,.� P 9 lighting will meet the standards of Section 7.10 of the Unified Development 1X2 CEDAR NAILER F \ \ :. 9 ; \ - :� " 0 f service PHASE r �T s xxr ON FRONT SIDE \ m�g,� \� `� I Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project r1 LINE . i light horizontal) Fixtures will be mounted in such a manner that the projected cone of light does not cross \ \ Electrical , \ , �� } f s ` y (PH2A) 9 Y P J 9 h�...�,"� any property line. \ Conduit "` + t a �R1444.5 yfia s .Se Tr \ " ce a: 19. Contractor shall provide parking lot stripingin accordance ' _rwith the layout shown on this plans. \��tr 3g '- "� R1389.�-� k 7 P P 9 Y 2X4 TREATED \ N � � � k : ��� �� t � ' µI i,, C +y `�}16 Y ;rri 20. Contractor shall mount a placard with the word "FDC" on Freestanding FDC's stand Per Fire Marshall). \ 6 S.S 1r£'r� -g :! t�'- .Ir��iAVI, ` r \I s+_A'i-' y.'x"~zt,:. ,� r ( ) \ \ privat + E T ls11 # tpity� ` ; \ � r ;\ 21. All storm sewer and sanitary sewer being constructed with this site Ian is private. - - ervl \ c-� yr ,_ •- 2 t`ai rpt-3,vi`1" �'c•- ; E`a��a e � P 22. All Water Meters will be 3/4" unless otherwise noted. LANDSCAPE POST \ �� 1 ��� � '` 3g ,� t fi `- TREATED \ 3 -* \ / \ ASE'k r�� 's'r," n t, , S'ta'n tm'�,'�=',F" °.a'- : '\ 6. �� u,ry \ \� =:9i f 23. All dumpster enclosures shall be 12x12' interior clear space with no obstructions. or S"C �ZS '" '� j; sl.. ��� Y..:r^.'-" ,9 ��,,"."_. ✓, r^5. � �,st �5: � " » \ _ _, ` \x " - - --- 24. All retainingwalls renter than 24 m height require application for a buildingpermit b Contractor. \� PH 1 ,+ z - �_„ � . �s , � \�` 24 HDPE � _� \ snip- � `� Storm ,a servic SITE PLAN NOTES: 2X4 TREATED / 3"t w /r w ,`Drain (P +-•'* (tYP•)1. Name of Project: Lakerid a Townhomes Phase 2A �� 2. Address: 1198 Jones Butler Road, College Station, Tx 1 r 1NAT '' z ANSFORME \ \ Ex. Gas �9 4 LIER ,q0 3. Owner. Lakeridge Living LP. N uw r"bf a ire Gne `Inlet ,_h. 1 �, fv , h n <t 4,» v _"" --- - _ �` o n n�� A Texas Limited Partnership w P.O. Box 10028 CEDAR FENCE 3-� `� � �'� � � College Station 77842 \ ` \ Line --�� ,, � .�, PLANKS � (Ph -1 d) � \; �43�� � r � � ` ;."`"(�`) Fire Line 8" Prop. 15 `�"�`----,. � 4\ \ g WaterlinePublic Utility 9 olation R3 1 o'at10FL-4 [ [ �[ Easement (979) 739-9944 10' Public > ! Waterline *-* \ \ Utile �� n jnj o Prop. 15 r+ 1.* +- Valy Valve 0Q ' 4. Engineer. Mitchell & Morgan, LL.P. 2X4 TREATED utility V LJ Public Utility '�1 j { [ �[ '- 511 University Drive East, Suite 204 asement 1 i �- ---- Easement - r College Station, Texas 77840 -- --�- a Wate i aporary (979) 260-6963 Li Li\ PH FR PHASE � � R7� R1 i N � � 5. Zoning:: R-4 (Multifamily) J \ [.S �r Fire FDC R3 6. Existing Use: Undeveloped -Vacant Proposed Use: Multifamily �� A s E �"�• F f`1RE LANs ,�;._._. -' r 14' / ,4'° / (PH [ f ISE LE. -= -✓ (� H Brant R3 15 s: Per Ci of College Station Ordinances 7 Setback Building _ _ _ _ _ _ _ B. Overall Site Area: 16.40 acres Phase 2A Area: 1.46 Acres Fire ry �� Storm Dram , r,Re w j i = R3 F'R , Setback - 9. Water Demands Per = / Lane r -ii. Min. 0.00 gpm. Avg.= 0.6 gpm, Peak= 2.40 gpm Use Temporary .. ( Unit) _DUMPSTER FENCE ELEVATION / / Curb [ 5' Building o 10. SanitaryDemands: 1280' GPD Max., Min.= 0 GPD, Avg. = 320 GPD (Per Unit) // / Temp.___ �' 3'-�'-Re.�nsaE ""''"' [, ..- ck 11. Overall 'Height of Buildings: 40' to top Ridge r�Rr --oE- 12. Because the dumpster screens are located within utility easements, the property owner will be responsible for the .:.... o ; Grate PE-, replacement of the screens if it becomes necessary to remove them for utility construction and/or maintenance. NTS 15' Pub i ( �! N .� g'. ["- i.. ; t _ o Utility Inlet rb t . ,�...... o ` _ 13. Project Information: PH 2A - 29 UNITS ,r gaS 14 D © FIRE DEPARTMENT CONNECTION PHASE 2A WATER METER 4 WATER VALVE 9m FIRE HYDRANT -.- SANITARY SEWER CLEANOUT Frm SANITARY SEWER MANHOLE BUILDING SQUARE FOOTAGE STORM DRAIN CURB INLET FLOORS) -� RAMP WITH ADA PAVERS ❑� TRANSFORMER PAD ae I ELECTRICAL PULL BOX sc ELECTRICAL SWITCH GEAR � umpster Requirements: Phase 1A, 1B, 1C, 10 & 2A= 71 D.U./16 (Dumpster/D.U.)= 4.4 Dumpsters Required. ,1 gas 15 Public Ex. Gas M r 6> _____ 5 Dumpster Provided. .-- _ Ex. Utility UT �'` This site does not lies within the 100 -year floodplain boundary per FEMA's Flood Insurance Rate Map panel (Ph -1d) gas Ex. Gas Overhead Easement UT 48041CO182 C. Effective date: July 2, 1992. 2-12 x1 Dumpster Fence Line Electncal ROW Dumpster Wooden Enclosure) _ --- UT 6> derground Line Pad Tj e 'one _- - UT ---- _ --- -UT-�- - ARVEY MITCHELL PARKWAY (FM 2818) `32 7 R.O.W. VARIES JDAIRTIAL SITE PLAN SCALE 17=3`01 PARKING REQUIREMENTS T.979.26C.6963 PHASE 2A gas 5 Building 511 UNIVERSITY RIVE EAST Total Type 3 & 4 Bedrooms = 98 3 & 4 Bedroom Units = 1.0 space/Bedroom - Setback Required Parking = 98 * (1.0) =98 2 & 1 Bedroom Units = 1.5 Space/Bedroom Frm UT BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) -� 8 UNIT BUILDING (Bldg #9) = 3730 * 3 = 11190 SQ.FT. 7A UNIT BUILDING (Bldg #7) = 4346 * 3 = 13038 SQ.FT. 7C UNIT BUILDING (Bldg #8 & #10) = 4346 * 3 = 13038 SQ.FT. 2-12 x1 Dumpster Fence Line Electncal ROW Dumpster Wooden Enclosure) _ --- UT 6> derground Line Pad Tj e 'one _- - UT ---- _ --- -UT-�- - ARVEY MITCHELL PARKWAY (FM 2818) `32 7 R.O.W. VARIES JDAIRTIAL SITE PLAN SCALE 17=3`01 PARKING REQUIREMENTS T.979.26C.6963 PHASE 2A Per UDO - Multifamily Dwelling: 511 UNIVERSITY RIVE EAST Total Type 3 & 4 Bedrooms = 98 3 & 4 Bedroom Units = 1.0 space/Bedroom CIALISTS IN PLAN & DESIGN SP�H)PRAULICS CML ENGINEERING Required Parking = 98 * (1.0) =98 2 & 1 Bedroom Units = 1.5 Space/Bedroom Frm Total Type 2 Bedrooms = 6 09/06/11 Required Parking = 6 * (1.5) =9 PHASE 1A, 1B, 1C 1 D & 2A VERONICA J.B.MORGAN REQUIRED PARKING SPACES - 107 Spaces (2A Only) Handicap Parking per Table 2 Section 4.1.2 of TAS: PROVIDED PARKING SPACES = 73 Spaces (2A Only) 151 - 200'- Parking spaces ->6 Accesible Spaces Required AUGUST, 2:111 Designed by: Drawn By: VJBM JUJ '-"--- 200 - 300 Parking spaces ->7 Accesible Spaces Required VJBM PSE 1A, 1B, 1C, 1D & 2A 301 - 400 Parking spaces ->8 Accesible Spaces Required 401 - 500 Parking spaces ->9 Accesible Spaces Required 0 Lam. Total Type 3 & 4 Bedrooms = 242 501 -1000 Parking spaces ->2% of Total Parking Spaces Required Parking = 242 * (1.0) = 242 { R_ n Total Type 2 Bedrooms = 12 TOTAL PARKING SPACES: 279 parking spaces V i Required Parking = 12 * (1.5) =18 TOTAL ACCESIBLE SPACES REQUIRED: 7 H.C. sdpaces REQUIRED PARKING SPACES - 260 Spaces 8 H.C. SPACES PROVIDED (Includes 4 Van Able) PROVIDED PARKING SPACES (Ph.1A-D do 2A)- 279 Spaces MORGANMITCHELL T.979.26C.6963 F.979.26C .3564 TX. FIRM # F-1443 511 UNIVERSITY RIVE EAST SUITE 204 COLLEGE STATIONI, TX 77840 CIALISTS IN PLAN & DESIGN SP�H)PRAULICS CML ENGINEERING HYDROLOGY * UTILITIES STREETS SITE PLANS * SUBDIVISIONS www.mitchellandniorgan.com Frm #F-1443 09/06/11 VERONICA J.B.MORGAN --.13 77689 STE� ONAL E v` AUGUST, 2:111 Designed by: Drawn By: VJBM JUJ Checked By: VJBM 0 0 Lam. d; Q CL W { R_ n V i � C 0 I N Q N Q N i Q W O � o LU W w 'A Blue D" Phase I CftmudawassSod SITE PLAN NOTES: 1. Name of Project: Lakeridge Townhomes 2. Legal Description: 1198 Jones Butler Road, College Station, Tx 3. Owner: Lakeridge Living LP A Texas Limited Partnership PO Box 10028 College Station, TX 77842 4. Engineer: Mi.tc hell�A Morgan, L.L.P. 511 Universitv Drive East. Suite 204 LANDSCAPE REQUIREMENTS -PHASE 2A: PHASE 2A WE AREA = 1.46 ACRES 1.46 ACRES, = 63,597.6 SQUARE FEET/1,000 = 63.6 x 30 = 1,908 POINTS PHASE 2A RIGHT OF WAY = 247 LINEAR FEET (Harvey Mitchell Parkway) 247 LINEAR FEET/50 = 4.94 x 300 = 1,482 POINTS I A Air) Q1'Ar-)F= A rit A A I rimnr-) A r!) A -rit-N A I LANDSCAPE �n� I\ VNIADS 600D 10c 11 0, 7. BACKFILL MEDIA SHALL MATCH TEXTURAL CONDITION OF EXISTING SOIL WITH SOIL REACTION (PH) DETAILS AND TO THE.DEPTH OF THE ROOTBALL. NEEDED, TYP. JG jy tp ace 15. SET PLANTS,ON SUBSOIL, PLUMB, AND IN THE CENTER OF F 09-08-11 -3 HT. SAUCER FOR PERMITTING 8. FERTILIZER SHALL BE COMPLETE, SLOW-RELEASE WITH THE FOLLOWING ANALYSIS AND SOURCE Prepared by: AROUND TREE PIT. TVP. (REMOVE AFTER 12 Jeremy Greenhaw,RLA No. 2673 LANDSCAPE PLPA10% 979-777-0065 MONIHS) jeremygreenhaw@gmail.com O 0 QUM AT VIHfCH IT GREW L AT THE RECOMMENDED RATE, A U� N, OF ROOT BALL a. 4% MAGNESIUM DERIVED FROM MAGNESIUM SULFATE 11.08.16 INITIAL SUBMISSION 11,09.08 REVISION 1 RATE AND ANALYSIS PRIOR TO MULCHING. Ts`N- TOP OF MOT MASS OCCXft AT CONDITIONS AS SULFATES IN PARTS, PER MILLION (PPM). SLOW RELEASE FERTILIZER SHALL BE UNIFORMLY 19. ALT; PLANT MATERIAL SHALL BE PRUNED/SHAPED AS PER LANDSCAPE ARCHITECT AFTER �RW34 WAX OF MULCH LAVER) Ry AND TO GIVE UNIFORMITY OF OVER THE PLANTING PIT UNDER AND,PRIOR TO MULCH. SHAPE. TYR 611*03K402I I H_ GV ., .4 `� CONTRACTOR SHALL 00 NOT CUT LEADER 4. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS. L- STAKE t-\r\r- PAINT PLANTING 11-0.;1 L.%-;kl P-JI1,10 IN THE FIELD. Ur -k-)114 2 SUSTRANDS G&V, WIRE (12 TMSED FOR APPROVAL BY THE OWNER'S REPRESENTATIVE, THESE AREAS SHALL BE SPRAYED WITH AN PW . TMP. 0 20 40 60 feet 5. PLANT SELECTION SHALL COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF RUBBER: %r SAM COM THE AMERICAN STANDARD FOR NURSERY STOCK; ANSI 260.1-2004. APPROVED HERBICIDE AND MAINTAINED WEED FREE FOR THE DURATION OF THE PROJECT. FOR ALL SCALE: 1" 201 TREE 6. CONTRACTOR SHALL WARRANT ALL PLANT MATERIAL TO BE IN HEALTHY, VIGOROUS CONDITION FORA 14. EXCAVATE PLANTING PITS WITH VERTICAL SIDES. DO NOT DISTURB SOIL AT BOTTOM OF PIT. I r S4 STAKM MIN. a! PERIOD OF (12) TWELVE MONTHS AFTER FINAL ACCEPTANCE. MAKE EXCAVATIONS OR TILL AND LOOSEN SOIL TO THE WIDTH REQUIRED IN PLANTING LONG. PLACE STAKES PARAL W -LEL TO ADJACENT & BUILDINGS. EXTEND AS -r-r 7. BACKFILL MEDIA SHALL MATCH TEXTURAL CONDITION OF EXISTING SOIL WITH SOIL REACTION (PH) DETAILS AND TO THE.DEPTH OF THE ROOTBALL. NEEDED, TYP. JG jy MIU!C-H 15. SET PLANTS,ON SUBSOIL, PLUMB, AND IN THE CENTER OF PITS WITH THE TOP OF ROOT MASS' -3 HT. SAUCER DATE: 8. FERTILIZER SHALL BE COMPLETE, SLOW-RELEASE WITH THE FOLLOWING ANALYSIS AND SOURCE -CONCRETE CURB OR SIDEWALK HOLD MADE I INCH BELOW EDGE AROUND TREE PIT. TVP. (REMOVE AFTER 12 CAD #: LANDSCAPE PLPA10% SET SHRUB I INCH HIGHER THAN THE MONIHS) VOIDS AND AIR QUM AT VIHfCH IT GREW 16. CONTRACTOR SHALL BROADCAST WITHIN THE PLANTERS AT THE RECOMMENDED RATE, A r -W MN* 010 PLANT PIT TIMCE AS WIDE AS AS THE 0014TAMM OF ROOT BALL 4% MAGNESIUM DERIVED FROM MAGNESIUM SULFATE MULCH Ir DEEP mplw. U. REOUIRED By SOIL THE FERTILIZER SHALL CONTAIN THE, ESSENTIALMICRO-NUTRIENTS (CHELATED Fe, Mn, Zn, Mo, Bo, Cu) RATE AND ANALYSIS PRIOR TO MULCHING. Ts`N- TOP OF MOT MASS OCCXft AT CONDITIONS AS SULFATES IN PARTS, PER MILLION (PPM). SLOW RELEASE FERTILIZER SHALL BE UNIFORMLY 19. ALT; PLANT MATERIAL SHALL BE PRUNED/SHAPED AS PER LANDSCAPE ARCHITECT AFTER �RW34 WAX OF MULCH LAVER) Ry AND TO GIVE UNIFORMITY OF OVER THE PLANTING PIT UNDER AND,PRIOR TO MULCH. SHAPE. LOOSEN SIDES OF PLANT PIT AND ROOTRAUL TOPSOL MIX. REF SPECS & 9. CONTRACTOR :SHALL APPLY A MINIMUM OFA 4"INCH LAYER OF'SHREADED HARDWOOD MULCH AND SPEOFY GACKMLL MIXTURE PLANTING NOTES WnT% REMOVE CONTAINER SUBDIVIDE STING AND PROPOSED UTILITIES, PRUNE ALL DA -MAG -M OR ANY WOKEN OR CRUMBLING RO018ALL N1 SHALL BE CLEAN AND FREE"OFF�DSANDDEBRIS. VIE I =AC=hA=Krr0 ADJACENT LANDS . _ _ f DEAD wow WEDIATELY BE REJECTED. REMOVING THE CONTAINER PRIOR TO PLANING IMU, NOT BE AN EXCUSE FOR DAMAGED ROOMALL TYP. TREE PLANTING SECT SHRUB PLANTING PIT 3 LSECTION (D nth C LE: SCA nts EXISTING 7. BACKFILL MEDIA SHALL MATCH TEXTURAL CONDITION OF EXISTING SOIL WITH SOIL REACTION (PH) DETAILS AND TO THE.DEPTH OF THE ROOTBALL. JG JG jy ADJUSTED TO 5.5-6.5. SOIL WITH NO DEFINITIVE CHARACTERISTICS MAY REQUIRE SOME AMMENDMENT. 15. SET PLANTS,ON SUBSOIL, PLUMB, AND IN THE CENTER OF PITS WITH THE TOP OF ROOT MASS' DATE: 8. FERTILIZER SHALL BE COMPLETE, SLOW-RELEASE WITH THE FOLLOWING ANALYSIS AND SOURCE SLIGHTLY HIGHER THAN FINISHED LANDSCAPE GRADES. B)kCKFILL FIELD SOIL AROUND SIDES CAD #: LANDSCAPE PLPA10% COMPOUNDS: NITROGEN DERIVED FROM'AMMONIUM'NITRATE OF ROOT MASS AND WORK EACH LAYER TO SETTLE AND ELIMINATE POCKETS. MATERIAL MUST BE WATERED IN AS PLANTED. VOIDS AND AIR 2% PHOSPHOROUS DERIVED FROM SUPER PHOSPHATE 16. CONTRACTOR SHALL BROADCAST WITHIN THE PLANTERS AT THE RECOMMENDED RATE, A 10% POTASSIUM DERIVED FROM POTASSIUM SULFATE EEMERGENT HERBICIDE PRIOR TO MULCHING. BROAD SPECTRUMLRIN 4% MAGNESIUM DERIVED FROM MAGNESIUM SULFATE 17. CONTRACTOR SHACORPORATE A CONTROLLED RELE8,SE FERTILIZER AT THE PROPER THE FERTILIZER SHALL CONTAIN THE, ESSENTIALMICRO-NUTRIENTS (CHELATED Fe, Mn, Zn, Mo, Bo, Cu) RATE AND ANALYSIS PRIOR TO MULCHING. AS SULFATES IN PARTS, PER MILLION (PPM). SLOW RELEASE FERTILIZER SHALL BE UNIFORMLY 19. ALT; PLANT MATERIAL SHALL BE PRUNED/SHAPED AS PER LANDSCAPE ARCHITECT AFTER DISTRIBUTED FROM THE TRUNK TO THE DRIPLINE. SLOW RELEASE FERTILIZER SHALL BE DISTRIBUTED ILA INSTALLATION TO REMOVE ANY BROKEN OR DAMAGED BRANCHES AND TO GIVE UNIFORMITY OF OVER THE PLANTING PIT UNDER AND,PRIOR TO MULCH. SHAPE. 9. CONTRACTOR :SHALL APPLY A MINIMUM OFA 4"INCH LAYER OF'SHREADED HARDWOOD MULCH AND 20. SEE SITE PLAIN, FOR FULL TOPOGRPAHIC INFORMATION, EX STING AND PROPOSED UTILITIES, SHALL BE CLEAN AND FREE"OFF�DSANDDEBRIS. VIE I =AC=hA=Krr0 ADJACENT LANDS LJF-V I-kdr-IVIFIN 10 AND r1k-)ALdVV/-AkT0. 9A 1q, DWN BY: CKD BY: JG JG SCALE: NOT.ED DATE: 11.09.08 CAD #: LRPH2A 2011.009 SHEET No. ISL=232 XTR=52 ISL=195 XTR=15 ISL=377 XTR=17 ISL=332 XTR=152 ISL=287� XTR=10 1 I 1 I 1 1 I ISL=613 XTR=433 ISL=37£ XTR=19 0 `)l I 1 f I =618 =258 ISL=382 XTR=22 ISL-180 XTR=O I ISL=180 XTR=O XTR=40 ISL=180 XTR=O F31:M. INTERIOR ISLAND CALCULATIONS PH 1A-ID & 2A PERIPHERAL PARKING SPACES: 14 P.S. INTERIOR PARKING SPACES: 265 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 265 P.S./15 P.S. = 17.66 18"(180 SQFT)= 3240 SO Ff EXTRA INTERIOR END ISLAND REQUIRED: 3240 SO.FT. TOTAL EXTRA INTERIOR END ISLAND PROVIDED: QI$2 SOFT. xx PERIPHERAL PARKING SPACE xx INTERIOR PARKING SPACE v v L ISL=180 (� XTR=O ' ISL=382 XTR=22 Scale: r1 Inch 60 feet 1 / / ISL=180 XTR=O / 18'x20i / 36