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HomeMy WebLinkAboutDrawingsI I I I I � I I R 1.5" 1 . I � , - ' - "- - ­­­'� ... . ... .. . '-­-"i""�"" '�o , "I, - I ; ��­­­' - v � ", . , , -" - �, - '­­� I I H I X - , - :' ' ' `3 - - "Fl? �,�,.,��t,�,,,,�,,,,,--,---,,�,,,,,�,,,,I ' . , - � , " - ' ' �' "' - ,-" "' 'R � �� ...... .. ," , , I - , -0. 11 - '-'P'�, -1�11 � 11 � ;�' 115"' 11�Y' �' - i "I'll �" "­ �' ", :Z� I I " I Dumpste �� ':�' ::� .��:."I:i"�,,�-,'i,,',�",-\","��,,,�,,,",','�,,',�,,�";�,,i��,"";"",�', kg��,'E-�11,611:`­ �,'�,,�""I'���,"-�',�l"!",�r,�"I",���"i�'�-I'l-l"""-�ll",-"-""���-l"""� ','�,g, . �' �� , . " " . "�1­0' , , ��' ,, 1� I , "'.1 Z"� �"Iil"1'11' , ", � " ir . ,,,,, � ""�'? SITE PLAN NOM... "'��"' . I � ' I I I , , '���"'?-'-��4"1"- "I'll, ""'i"' "'11"111111, � , �" , ;1" " ­"."�"." I I � I , '� � 's "P�111?-" """'� "� ' , ' ,q",' I I ��,�,,.,,��,,�,�,�,�,,,�,,%.',','.',,,".-:'�,-',,,,-'�,.,�_-,,,,,,,�-", ���-,�',�"",-"",'�,'�'ll"�,,---",""�'111,1"i�,-",-�-'�,�I'll'��'I t- """' 3W � � 1. 11 , I :' . , " I '�'��""'��"%'i"4"'� " ,�' �"'�-� ... i , '��"�� - - � �' " , le. 1111.1," �j I 11.11 � I I :' I ,!j'�'-'�i"'�"'� '�;""--�'�-11,�',�-"',-",;"" "'.11"I" ­ Z- ­��- , '�"'­" �-Prbpose I d FDC I I � : r 2 . : ; : , � � _�"�,� -","\ I , � "I",,,",", ';"��,�' i 4" I i � I I - , I �� , ,3 , 11 "", 'I." L ' � �, , , , � � , - - � . , , ' '-.Q�' , 6 9T !4z - , I I :� "`�O'� �' �"' �� , I 11 I , - '�' �­­ ��'� '�RR: ' , ""; '$"i�,"""""O""", `­'�"11`11 � I 11 , � � , , "'�`v . ... .. �'�'� i�,���,Z"�ll'��""I'll'I'l��il" -" ",", , , T - -, I I � " ��"-."'�'�­�' I" -`�' "121' - - '' .'' . �� ' -�,,,,��"\,."""","-�,��,-,,�,,�,�",���, 'J"'�. ) : I 4I - . L',': �:" , I , , h � I '�' "'�'�"""'­�'­­­ VICYINITY MAP " � - A'g' '�`@ , ,�';�"' !­ `�'�""' if 11 I I I '0 � , � 'r "' i I I / I , & " - 1. Current Zoning: GC (General Commercial) , I I I I I I � '-� - \ 11 ,",­,," NR� � ­;;"­­-"'­""'�"\�� "x"',M'IPJR ""W'Wim I 3r -11 / I ,,, I I I - I I ­ ­.' "I I " " �� - '',' ""'5',­"� "111"� I .f I 11� 2. Proposed Use: Hotel g-- ,�, .... .. '�:' """,­ .... A', -, ' . I I ". "� -"�,,��"""�,z"",�,,;�""���, . I I , I " �­- --p-, ' ' '� " , � � ,8, :�;�.';Az:"""�' Z�"'-"'p,f�" ,,,, "' " , I 11 �",-",�""���-��"""i"�,,�",; , . ... .... . -, \�' "'­"!"'51� ��l',�""I'l�����l"!��I'll""� I" ii"%' " 'A."AN," , ­�,' "","�--"" " .", , , . - I I --��,,,,,'�"",-,�',',�""",""��"",-"""�� ��;lt' ",-,"",�,"",,�,,,��-,,,,,,,,,�',��, p��' -;��'� � "". � 'i V , I'��'I'l�,��,-��'I'll,��,��"".A"��,� "t- � . , " � 3. Parking Analysis: � - "I"',1,- -0,-'-'-- ­ I - � I -, , �"�­ . , , "'-��,,,,,,,�""","",�""","�,,,,,,,,�; �'1�14�' � I - 11 1 4 1 1 , " """"i""""' "­"�"':­';�' ��"',�"�" ��'I"" """""'P", "'.""'� I I �.-"", ',,,'-�,,,-�,--�,,�--,,,��,',-',,""""��,�,,,,,,,,,,� ' " ` , , I I ;! I I'l,�,,�,';��""",""��,,,,',.,,,�,',,,,',,',�-,.;,,�', , -, ""I I 111';� I ," ""'' '��'�'­ �"��"'�%�­ ­"�"-,�",,""',0 -""�"" ,u'-'--� -"""" " "I"' , "" 1, � .i, ", , - �"';�"';��". �' ,� . .... . � �';� -- -1 :::,i",>",,��,',�'.,,'.�,���,�,�,,',,' I I I I re I ";�"'� I Z­;"� ,' P- I I I -- � ­;�','-' �� '�""' - �' " " ` ­'�, --i?'-':�" '­"'. � (3) Parking spaces for the meeting room seating (4,1 0 SF . 1.�,,-�,���,�l,��,�,.,',',,��,,',�,,,:�,�i,�,,,��""","",""����"�,'!� , , , . ,;" �� � 'k1"," -',Q,,,4, �,", ,� I I , ""","",!""��i����:�,,,,���,,�,,�,,,����,-�,� " I , , , , " P'U' "" I I I I I, / I I : ,,,,,�,-,,�',,',,'�,',,,,""""""�,,,,,,,�-",!"",�,i�.�,,�,��,,,,��"",,,�',��,-�i�,� �' "i" � ; . I I I il"%.",�"""�. f '� , , , ` , , , - , , ,� .E�"" ng spaces. (One parking per quest room) . ­'. I 1:1`1­"'­;11""'� "I """", � ­"­�,' ", , ��l"";,��"";���-.,.,�,���,���,�;"",�,��,',� "� ­?�'��" �,,,,���:��:�,,'��,,�,,,�,�,,,�,,�,�,,��,.,-�,�:�z��,; ��"""""""�"';�i� � M"""'�"�"' 11 . , %�'�';"�,;­�� ,�,.,",".'�?�,",��,�,',"��",'-,,',���',',"�s:�,',��,,�� �-�"",�� .,,'���"",�,�,,�,-,,�-,�",�,�',�z, , , " � ""'� """"� " " !�'��; -U '�'­"""!�',�'­ - � -11. �" :' '?" -'-�"�'$"""'�' "� i , I ';� p '� �'� ,�',,�,�,,��i'�:�z�,;,-,��'��z����,��',","�",��,�-��,�',,-,��'� ""I'll - """",�"'5"il -& 7�'."",,'�""" -'�J I ''; 'R' " "'1111111"i, '11.'�' ��; Z� ������,,�,,,,,,,��"'�,,i�,--.,,�����',,,�',,,'�',',�,�,,, ,- I ,,,,,,,,,��?.",'-,,�,,�,,,�.""",,�,-,,��, 4�1" , Yll "I I -FF ,: ---+I --- �'Iif-"11111 , ".-, --,- "";""""'�"- 4�'X"� "", "i �""'k�;."""� "@'­'�"'�"�"'1'2'! , ",-, �"'��,'Z�Z�:" 46;� I - '�':"�"'­'�:�""','� -, "�'��" V2'�""�""!�"'�f-"': """� - ��" " �""'-""I�i� -", , I , '':',,;,�,�,�,��."��,-,',",,,',,,*,�,',,�""",�,��-11I "",���,�-,�',',,,,,,,�,��,",-',�L ""��]" '� �,,,�,,,,��?"",�,,,,�,,,,���""",,:, I I I ,�",�,��",�""",�,�"",�,,,�"f,i,�,.,,�."""i--�,',,��',��-',!� I 'i , ­',"��' ", "'-"')��"'�' I I I "�� I I'�ll'��,��"".��,--,;,��,��'ll'.1'�'��"-l",�'I'l",��*�'I'l�'�.,�,,'I'� �,,�""��"�""I","",�'I.""�'l-",�,����e",��'l",��"""""",,�,,��f.""�: -�""�"",;�""",",�,,�,,��.�,�"";"""",�,,���"i"""";"",. '�11'11"'1'111'1'."'� -1-Iii�'ll"�",�i"""�-""�"","� ­�-"5;'��'Z�! "'�.a .� 11 I j I I , , "'�>�","""""""" �" -;"�,�l',�"-,�'IE'll,��"""�-'�',�1,11";�',�',',�"��� "" ,.,- �'g�""'."i""--'� ��� ' , ­ ' , ­ - -- ` - - "" -V- ",I 1� ""-�""�"Z�,"zz� �� , ��' - I - ��. -- . ­`!"' �";'-'I�"��""""' I -�"� ""�""�"'�'--'�' " , "'�'."""" � g'­?""�'�"­"'­­"'� -.1 I � ' , ""� '�,��f'."""" ��'�""K"".-%"' -�",�,��,;;"?�,-,�,��.,-",,��,�,��:�,�,,�,,,�,���,��,f��,"-'�,�,�,,�,;?,��"!�":�i��,,,�'�,i�"',��?""",",.,�"',,," ' ,K� '�'� I �. �' ,., ,,, -i��,-��""-",-.--",�,�,,�",-: '-"'�i - ,"'.'x'.��'�"""""" i""',R� 'R , I '' l��",��,�,'��',,';',"�',,.�',,�.,',,"�",-"��",, '-"i�,"��';':'�"'��"' ,,�,,,�,,,,�,,�;"��"",��'�,',��,',�',�"",;""�,"-,'�'-���,�,,�'�,.�,,���,�'�,��,,,�!�, "I'l""I"�"\"�',�r""II."�,��'ll�,�"I'�'i,"�,�""I'll'�'I'li'll"-"� � '�"',��,�',�"�'I)"' ­­"' " �&""' , :1 I I k" / I ""'��"�i' �',' �"' ,�' ,:.. .1 I �1-11.�11-1-�li"t,�""'��'f�l, "I'll, � � ", I Total Required = 67 Spaces ' - � , . ','� """'�''�""7 �"','­" 'i I Z' I -1, " , ' ' - - '7' - �-111 I ... .. .. 8.""l,""', "M"'Y�""�"',"" ��" ­tll "I as I I . ­ 1;-' ��'�.",,�,��,�l',���,�ll,�""I�",�-,��;""�"\"�,"i"��",,,"I��,��,�,,,,�,'c',��',�,,,,, , � """ ""M"'��""" , -, �' ,,�,�"",��,,�i��,,,�',,,,,,",�,,,,,,,-, � §K"""P,'�"""� W ' I ( , : �. - ­ I '�"""'-"�" �- ,,���,,�,�,,',,��""�,,��,,����""",,z�,�,,, '�' -,'�' �������� ........ , � � . , ­,", .-I ... . ...... , �' ,,,,,,- ""7111 ��'ll""�"";�-"�',�'I'�-il"-""i " , , I I I I III I 11.1 - " �' -"�'��'�";'i�' 111111"l-" 11�"�1111"11'11"17,f'�;� ,. f I .� 1 15' P.U.E, I I " "�' ","�"'l ,,, " " "'t, " " I - .! '� I I t I \ I L , I -'� f� � ��','�,�,,,,�,',�,,,�,,�^,�-,,';',��""",,���-'�-�--l""� ­," ��,"!-"V- ";""", , toN 1-1 Provided: 80 Spaces .1 I I I I I ,� - ... , ` 'N�211""' 11 ­';,';1",".�,"- ""'' -r "I I I 11 I / " 11 I ��.'_"_ , ",­ , �11'1 ,�-,�-,!,�5",��,,,,i,�,-�""",--""� - 61 i . : '\ Vol. 11108, Pg. 102 4. This development is within the Spring Creek Sanitary Sewer Impact Fee Area. - - �' ­ �_ ,11"'e""" ' ­ "il, , . _ , :, � ".' , I / - i I 1111'�11'1'1-11'1�"� '�'O"�" i " ,'� �:,' '51 --- ­ ei� � 'I � , 11 I �"'!Ii�151 "� 11"'�' I" to I . . . . . . , .'�' I - ­ P � , 1� d Sewer 5. This lot is part of Building Plot A as shown on the Final Plot of 1wer Point Subdivision, Phase 13A. The Building Plot % I "", �� , I Propose I --- -11, � J [ / I . ,�,­, " , ,��"Z"�,�,,�-���',,��;��"",t", ' " . I 11 11 I I )I I . I '� I I , . i 11 I I �'­'- I �� ,I � , I " �',,,`,,�9"', (3 Storie "� is for the purpose of signage, landscaping and non-residential a . i I III I - "I : 1 . r" ' S - ' " : ,,, �,Monhole for 8" �3.1 iitectural standards as applicable to building plots over ! . I 11 ! C4 , .� 'P'11!111�1� I �!�"i�'-!��"'-��i' - I ,;: CN / 50,000 square feet. - - 1 1 , I ��""" 11 �,,� .' I I �,��"":;���:�,�,,,��,-,',t�,',,,;�',��� " ' . 11 I 11 / I I . I , I �'ll'I'l�,�'ll"�.'il"'�'I'll" : ' : : ce I � � I'll, '�­­ ­ , , " - I, . . I � , I- rop iquid and solid waste associated with ". '111�"'��111 ­ �'; ... .... �­;. ��'��­I"';�"'­ '1�'��" ,11 11 ,:,,,,�,���,�,,,,�;�,,,�,�;",��,�'I 6. The Contractor shall be responsible.for the containment and p disposal of all It I I '�;��"",'�J­ "I'll", P?�Z�11�1�"��"�;�­­ �­;�K� ­"'�'�', I" � e I ­ �'�,'�"'.�"""�" -"""'iY ',�"",-,��""�',!,�"""�,,���,,�,,�"."""--,� �,�,,,��,,-�,�""",,�,,,,�,,,,,�,�,;��""�,,,,',,,�,'�"-",\, ­ 14i"'Iil�':"',��"Ii�.' : , -1 "I Co ection. I , , ,'U�'��' I '.��'�!��""'��"�­ , ��'�--'�" � �F' I 1. I � I I ��,' ��� �',"""'� �'i',;"";'�­ �. '�V' - "�' " ,"""""��5�' , : / ' ' - ��� � ... "I,,.",�,����,,�,,�;,�"l�'!;;,,�,�,�-.�<�,;"-",.,, L , ppp , I I � "�'�' I ;�'�� ,,,",,�,,,r�","�,�",',""",� - ';­ , - ""', - -- ' - 1'1'11'�"�111'1­ , �' � """ , �"��"­ '­ , / . ".��'�!��­I"" " "�' -- Z'-� "'I'll" I� . . ­ '' , ", - " '' ­ , , , , I I 11 - ' ' ' , , " -, v, ""'."" , , �'�' 4 ,�� 11 - I � I � I WOM 1�1 -1 I -7 I I I .1 . . , , �' , . '5"'�'Z��' -,,,,���,.""""��,,�������',',�,.'-,,'�, - `��' --,',',,--.,',, ,,,, �;�, ���,,,,,,-,,���,,�,�,,,�-�""",""���,�,,'�,�,,�"-,'�-,"����,,,���,,�,",' '.""i,�.'�""' ��,'-'­""�]�!"""-' -.,-,,,-:" -i'li"�"�" I , I �'� � �'; 2% . I , ��-"' """' 1 "", " � , � ­�" � " I i'lill"'­""-"'�"� � , - , - '!�­ '' , I 0) , , ­�, " " � , this project. I '' "­'�,�' , ��­" '­-,i-""i�"-"--� ,��,.:�",�"",!Z,��,l��','!',""�,�;,�,,��',��� ,""", " ��"","""� .. . . .. 1"��,',,,���,,,,',"r!��".";"���,'��,'�" -"�"�"" �2��"�,.' , ,,, I - � I , �'­­"i"","""�;.,"� -,"'� "', "". "�' , "1-11'1�� � '� I �-'�"' � ��1111"'�� �� , '�"""" , ­�"""?.',�� , �"""'�"""' � i � �'�"' ­" i�' ����,,!,���',',,--,�,,,.,.-.-�-,';�-,,,,',,,,�"r""�,,','�,",,,,�,,, V N) , �­� I , 'J­1",B'R11`1 'I', , ".. , I I � 11 I I I �.� . , , I " ,,,, , 'i;'�"" "':N 1. . , , !,;, ;�' ­' �N , " "' , 'o"-'�' ,,,, N�T"""""%�', I I , ��" ­ I " - - I I I �- 1.11'r I'll., �' ", ­��' "��"N� ;�,,"��,��,,�,��""","",,�,,��""","","�",�,'�,,�,,�--, / , (D - 11 I � �� � �-.."�,��,,,,,��",-""".";,,��",-",�,-,,��.,,",,,'�:'', "- '' '' "­'� ""�"' The Contractor shall use all means necessary to prevent the occumence of windblown litter from the project site. , ,�i � , ';�;;' �" �,. �:�'�' �""�' 1;, r� -"' ,,, -, "­ , . , I �11 �­" o�� . "'w� ;�' , 11 -1 : � I " I'll . � , - " �4 oz, '�"' , ��'�;��-""��""',�'�"" -"i -, -',,,',.�,,�""",""�,',�"""6,-I�,, �' ,�""���,�',,�,�""�""",,�",,", "I" ­151'1'11­'11�1'1'�' -" -" -�" � 7. NOTE- Demolition/Construction Waste - Site is required to provide containment for waste prior to and during , � I � -" - - , , , ' , ,,,,,,,, - , '­��""`R�""�`�-' ,"'�;:��"�,i"""'­"' I I ��"'��""" �' �""L'S--'��" �"��'. "M , . 11 1'1� I I , ­ � ,,,,�""","�""�,�,,��,,,',',""","",","",�� " , .' I , �' "' '-'; -1�5�; -3'�';�""";' "'i�,el-", I '' , "-"�"��,��"':N­�­�� '­�?� "U"","""",-", """""""""-� ""' 7 , ""'I'-, 0 1 1� A /I ��""'11'111'-�" -��""",�--��'.',��!L,�,,'��,-��!,-"",-,--"",�,,,�':���,',��',,,��',,',,',,,';�,,,�,,,,�,',��,,��-,,,,,,��-,�,',,,,�,���""�,,,,�,, , , , '� - . ' -- I % '� I I ,;� ��-' .... ... .. X" I 11.1 I I � - '' ' , ­�'�; "p"""'� "��'�- -" � , ',,'.'�­ . . (O '-� I " """ �11""" : I -"""-"'�' "; -�"'� - , ' ' "����',,�',�,f"-",��""","",,�,,�,,,'�"-'�,,,�,,,,,,,,-,,,��',,,'.,.i,,�,,�',,'I �,,�,�,,���l,li;",-,�"I",�ll,��ll,",.^"��""","","", � - �I I it I I I I \ o " �""-""��' -"-",�-,',i,,.',,,',,,',"",,��,,� "I �'� 111!i�""-"�'�'��'- � '; , I I I . 1, I ""'- �N­ " """', "'i","',"," �"� � " , , " .11 , '��:­""" ,", � � , ­ z I I I - I """""""",,"' �',' "',-, '� " .�;�,�����,��,�,',�,,:�--.,�"',-,',�,',�"-l."-.",","il",,,��. "I'll'��:�I'll�"",I"il"�.111",I ,,, -`6"",'f , -, , � "i"'j"'��',' -!�f' �"�;�"�� �: - - N "�' ��" '­­ - ,", -'; --"� "' � ��fl 11, , " """� "I", ""�'," '�, '."�"".""'; I I ) I - I I I "�"" I / I A �',,�",�':-,.�,�,",��',,,��',,',',,,';,,,';"""�,',�,,� ""'N"', ) ,:,.,�����,,,�,,'�����",l""-","" �'-""K"'�q'z ""�"��,"�!,"':�;""; i"i,'�"" R� -­"-"'-' z" i"- �2"'-""""'� -, "7 .11, I , , , - , , � ,,,-,,,����,,�,;"",.i,��',-,', :�!',�� I , , , -111111-1111 -11-;-11"' - -, "'-""""'�-""-"-" "';' demolition/oonstruciton. Solid waste roll off boxes and/or metal d psters shall be supplied by City or City permitted I I 'I I / . �A�,,��,'���,���,,�,����,�-,��";�;��; ­ ,',�','-,,,,�,,��,�,,�!"".�,:i,;�,�,,��,�� " �'- " ' " " , , ',"""-"�"".'-t�" ­"'-��"-'�-' " , � I I I 11 , I— I -­ "�',­ '­ � I I I ;"" ��' I . -����'T�',�'�'�� � 1. , �'. ­"�. , , �� � �­ . I �`��"'­"�� ,: , ��'F­ " -.',',"'�3,,'.,,,,�",;,.;"�;i"""�,.,,,�,-"",.-,��,�,,�t",-,.,",,'�,,,',"�,'.;��"�i:�",�,'i,,'��!�,"�,,�� '�"'�"��"�"���"�, ­." .�z � -'7'- ­'. '� , . �'i ""�� "�� , ,, ... 0, � " I I � Z ­ '�',`,V"" , , . , '''' �' ;"""'�'�"' -�'�i�""���'�"��'�'�"" ��,�'ll",�,�,,��,�,,�-�,�ll"",�'!'�1,1��"-l', , '�"'Z;',�'­,',. . � - 11, "Iff", :�,'�;,,�,���',�,�,,-"�"'�,����.'-,�,V"�' �ii',""�'�;".' ��"'�.'­ ,����"I'll"�i�,�ll,,"",��;,,�,,�,;, ,-'�"';',- " �:" contractor(s) only. " �- , , I 11- � I I -- � , " � '' . 'I , - - - -, - j��e�,�'i�' " " -11".1 ` - " - ' " � '' -5�" , 0 1 ' ,"""'i""'e�'­"." , ,f-")"'� � �N`�'� �� - '' I I - , " ""'- �'i�i;"' � '�"�-­'­ "�;-' � -, ,��,;',',,�'�',��,'�',,�;'�,�',��"""�,�,',-� ',­,,,�� , " ��,' """,�,,�,�',�"l'i."I"i"l"�'I'l�",�,�t�-,�,,,,�"-",��,,,,�:,�, � �� , . � �f"""-'��"�" ­�.�' " - I -1 / I I" � ��""'�Y--­"�.,`.­' - - I �"",��"'�' / -//-//-./,, - - , " �"�"�", ."�"eVV 1 16 I /\ �'M' �' 11�1' I ,��,�""�,,,�-,!�""�"",��,�,,�,',,�""",,�,����,�;,I�, , ­N�:""'�';�"�"""' ,"',i��,"�' " - ��.�"""�,,,,�',,�,,',',,""",�_,,,�", "`�"""'�`�'­ ­ ... L ', , ��,,,�""",��;,�,*','�""."""�li�-�",�,:�',,,��,'-',,� �"��'��"�""��.,��Z '­"'�'�;�:' Z, I I . I ­' � � I-. , ­ �,,,�,-"",�,,,,'-'���,��,,,'-,�,',�'�,'�'��,,,�",,,�,��'-'�,,,,�,�":,.-,-�, 9�" , ", -, ... , ., �'�i"'4;�� " I ,� 6" // � ii I if I I ' 9 1. "­'� ."���',,,,",�-,,'�-,,,',,',-,,,,����,,',z,,,,�';,,�,�'.'�����,,�',-�,,-;,','., �,,�',,-,,-,',',���,.,�l",�'ll"�""-"-",�,� , 8. Concrete over 6" in height must be screened or treated to resemble stone, brick, or an alternative approved by the � �,,,,���,-��,�""","��,�:,,��:��'.1 , ­�' , - ��� " "" I � , � ; - '11'�"' 11�' '111;'/ 1� '!��'1111'1'��'�" '15, ,,, �" ',,-,, �� "� % , '­-'�'�-"""-�:�'�"�--" ":'�-'--"' -10 �� - . I- , I - - - ,I -11 ,�.�' '-! -'i-�x -'�"�-'�' - "'i"'i, '-""�'�J""'*,-'�" ­ � .... � "I ­ , � , -, -'�' 1, -": - I - - " ';�",��"�""�"':� ;� � - I ... �� � ... . .. ;�,,�""�,��',',i:!���',,'��;!,����."��", ". � � x�'' 11 , , "I"I" ,I 1'1111"�VM' cl"�'1'1511"�`11'0� �- -""i�� -',,,',,, -"\",-' n , M" , ". � , ',�"�:­"� -"", 21 � , " ' " -, ,,,, I I 0 i ... "I ..... .. , " ,,.��,,'�,�",�,�,'?,'�"",i",��,�.-,,,-�.�,,-,,,,,�'�:,�,,�,,,', �2 �"��"' �" ,,, ", , '�"�' " ii."' ',�"' 11 11 o- 0 Administrator. - '­ ' " - - f I , ­"'­"��'�.""""'��' -"�� I 11 I '�� - gy� , �11T�111111­'­' ­il'� 11 I ' `�4'1""� -, -, , , - , " � � z ­" %, . - 1, , -, `i""""" g""'�'� 1.11 '-'Z' I " -�% "'�"��'--'- �:�'�"' -- - "I'll" I " " �""�"'�"'Z��, - ,,,, """""' ", "­'�"�;�"'�".'�i'�"� ­ - "","�)?""',�", " - ' - 4� ' ­ 1�11'­"­'-�; ....... .... ��' ­ ,��",��,.,�,,,',�,i�,:",��,,,��,,,,,�,�,-,-�,�,,'��,�,,,,',,", 1Z I �'���1'1'11"U --""��`-'�'-""�.-"­�� ,' �' � ­' �'� �,,��-��,",�"P"�,���,��,,���,,���i�,,���,, "", ' " - ' * ' C - -�"� , " , " -�-"';�"' -';'�'i`11'�';;' """"",�-,,'�,-,�,"��,���,,,��",�,�,, -""'�',�'�'� `��" --;&"""""' i�"c'�,�,�,�,,,�,,,,,,,�",:,�,� �' � I 1 1 1 �'�'�"�" M',­'�',��"" K111; A -1 -�""� ",'."� �- "" "-�"'I' -�',',;�,��,,,,,,,,i,,�,,��,,,,,,I�,'� 1""""'-'�'�'i'�'�' ',,�Y� , ;'_'� , - 1 2" v I I � / \ I " -1 "I'llil�.,��i-�",-",-,�r'---��!i����,,,,-'� , " , �":"�,,,�,-�,,,,�i,:�""�,,���I�";"",��",-"�,,",',�., - I - " I X , , I I � - -, i -11 I I I ;",1"""'-' ,"��,,�,,��,�'��",�'P"��,��",;��,,���",.�,�i��,,�,,,""", -3 C4 ­1'1;z�','�­--' I."," �� ,,, �i�­'��,gnn","' �i��,'­"?�'-'.��-�"--'�' - �'�"'�""""'�"'�' '�'�;^,�,"'?""';­­ � I I , - 1­e'�­� �� , , ' -, "' , �' .�""";��;",�,�,-�-,?,��,,�,�.�,','--',,';,',,!"-"":�r�""":�,-�,",;,,,,�,�� ""'i : ­ I ,r,,��j��,�"";"-"""t,-,�,,,,���',,'�,��,,,,,,��,' , � ""I'',- 1�11 111'-`?'�� ­ �­' '�,��-"'�'­", i , I I I I ,�""",��,,,,!,',,,,',�""","�,��,,',�,�,' 11 "I'll - �-��'-'��`-""K-'J � �-� ��,���'�""��"""�,��""",,��,,� -,-,;�,,,,��%�,-�,i�,��,,-,.,,�,,,,���,���"., �4';'.�-�11;11�11 "I"��-11�,�,�,���-�,��""���""-'-,' "' -,- -" 9. All signage must be permitted separately. � , " , -­ ­ �' 1 , ." ,'W"'- �' " -, ` , '�' - - ­ " " 3';'' I I I V a: to t4) I � . I ,,, -�'�"'f'�'; , -�',',�-.',���,",','.,'�,��,��,,��.��",,',"'��,'�,� -- '- !31111.1k'i ", ­ , . 11 -""'-,"-"�"""�,-�""--","�"",;�,,��,,,;�""\���,,,,��,,,���,�,,,-��",�,�- I "I""- "I"""'I"'I", , 1\ " , � ,,, " if I I I I \ ""��z��""y."""" "���"'r-;'�'r�"' 11�-"� '11'.."11�1'1' 11, "."I ".�' Z", '. ,' lli�1111­�'�'i'. '� - � ,i '­"�� ," , - � ­ , " � -, "'­ '­'� 11 ,. I - '�'.';'�"",�"' -," - 11, � , � ,>;. �"' � , " " ­ , 'R" '' ­­�' '­"" ", ­ , -'�� - 2 1 i5 Z; .0 I , � ,,,, . , '­'� i'0-'�"' �,;;�,��-,,.',;,,,,,�-,,,�-,,�,,����"",�""�,,�"i�,,�����,,,,��""",���,,�'���,",,,,,,,-�,,,�,,,,'��,��,,-���,"'�",�",���.-."-"""�,��.�-:�",�,-.-, ­" '' i"""'�' -"�I""`�''.­ - �­ ,,, I I a 'V L. V.0 0 1 1 / � "�"" , . , , ��" i,�"""�,',,�,,��"""�,.��,.�,,�""����,�, : , , �"�'�'�, �'�i,��l"""".��,�;,.�,.,���,,- ­ , , , , - '-,­ ­ " , '' - I .,i,,,'��,�,"�,��,,,,�,-�,,,-,,'�����,,,,�,,,�"r"�-",���,�',,,-,��",,,�-,,����",/" - ­'- , ,-,? -Q5,"�1"",- " " -',�',,'�.,,','�',��,",i',,',���� , " '��'�"�"'��'� - or isolated so as not to be visible '� � , - "" ­ �� " �"' !,." " ", " �' � , �,����",,�-,,��,�-',,'�.-"""��;��,�:""�,,,,�,-""":���",;,;"� - I I 1, I-I""""""�,"�,,��-I'l���,�""'.,�.-I'l�",i"","��l""�l-"�,',�-",��',���'ll"I /I 11 � � " I . .�l-l�,�.���,�:""",,�i�����%�"-"",�,�,,,����,��-,',,,,',�,�, �� I 11 10. All roof and ground mounted mechanical equipment shall be scree ed from view I I I . I ' ,'­­ " ",'x"��-'�� ""', - "�" � I IN . �,' I "'', , - "'i�' '' L , I 5 " o 6 1 1 . ,��-"��,'�-�',��'�'I'll",""-���,,��",- C'­'�',-,­,, - - ­" �"",�""'-�","","",;"�,.��-""*",�,�:,��,��,�y',�,-,�,-,�",L,-,--,�5 � , " �-'-��� ' � -5 IS -'� CL (r I 1. , "".",�y',�',',"�,',����,i",.",�,��,',,,',,��� ", , � , " '�'�'i'1141'! "'" , ��',',.,.,�\�,�,,�,�,,",'��,�,�l�",�,,�',���,'-,-�","',','�.'-�r,�',�","�'�-"','-',,'��","'!",>'.,'�',,,',"�,',,'I,,�,�,,.,-!,,,�,��'��,,-"""�"�,',,,,"",-,�,---�',����, � , - , ' 1>1 '��-'�`- "�"---'�' -"" -�' "". " '�""��"".'­"­ .; '011 - -, , :�"" L'. , � , " " `!­ " '"' " , - , , ". , ,- , , , ­,"' I - "'j""," -, , _'��-."'��;'L -��"'A��'�­ �";'�":�'�""�""�'�'��" " -""� -"��"-�­'�':� ': � I j4L I '' ;��-"'��`�: ,::��'L"�i,�,��L'-.""�,"�"" , .?. ,:� �' ""'­�'��"�',�-�."- �J �5 ID -rc "* - - I I "'��""'�' "O-,--';��- ,,,�.�,'�',,,'-I���,',��""-,�;�:�',,�;"-�,"',�"�"".��!L:, �;L-'�-'��" ',C�.�,� " ; ��:;-'�"�"-'-' - �" L ,","'-�`�""'- 2 : 1: " '�" "'; � �';� I �' , , �. : ' " ` ' ��'�"'�""';�""-""' ��"""5"��:��"""�-"",�.�� I - I L ' ' I ^ Im Ubj c I I ­'��"" ", ­­ . _ , �';._ :1 _ � "I' , ""'-"��"�; ��"­�""­" '�'� , � " �' " -", '1."-1"-1" "-""""�!�i""- I , - ' from any public ROW or residential district within 150' of the s I t lot, measured from a point five feet above grade. '�""' -�"'- r"�"'-""�"'J'-"�'�­ I'll -1-1 . - �1'11-L' -"-­� ''. � " -� ' , � -:"�::�,""""."';���","'L��,'���i, � L. ­"�L I ' . I " " � " '; -"'�' , �;�' ',:­ " '�"-�111�'­ "i;,"':-.""""'."., 0 a- Im !Z .5 '��'� 61111;1­".­'­"�""�-'� . -- ���l�"-'�-",':'�,,'�����,",�', " '­"­�' � ,' "­'­�,"'��""',�"�. e�'� L " -`��"'�,':, ""LL�?,-",Z­ -';�'�'j"-'-"�`, �­ , " '­"'� ", "'' " '-"`.'.�"'e -'\""""-"�""� .-,,. � �' �,� ..' 1:�i;"",,�"I",",".��,��"I - I I ' '% . ;'�'t�"-' `�:� '­ '� � � ­­ '�' 'Z' I " ,,- 1- '_',­­'­­­­" " I 1�11;. ng arc , , , , I �:�L"­ �'N ��"'; _ /' I � hitectu e e , L :�:� "' " "�"""'�,"�L � � �,""'�'��'�"'�"� �­'�' , I � ���,,,�',',��,,',..,",�:-,,,,�;��,,,,-,," I,- '�� 1, ,,-,- ,"'q--"�'��L� I I . 1 Co .W C . � , , I 1 if I I I I i I I - '_ -��'�'�� "'I'l,", i; I _ :� . - , " L:,:: '.­�-�' "-",;,��,'�'�,�,.L,�",-�.,�,,"�:"-",� �1 "'K"'�"�� :Zj' 1 7 Such screening shall be coordinated with the buildl and scale to maintain a unified appearance. I - M 18 A,o r.: 61 1 1 1 1 . �1. . Pool Hous , ' _ - I �"��­ , ,-"!����."��""�,.�,���;�,"�;L;'L ­�"�' , � . I I \ IM ,�q`�' , ""L., :­� - -'� ­ ­­: "I'll 0 *-Z I �­:': , ,���:L�"",,"-"'�,�"L��-�""',� . " �' , I I . r- 11. According to FIRM Panel No. 48041 CO3LI OE dated May 16, 2012, portion of this site is located in a FEMA regulated � I , . ' "", ,"L""L -- .11 " i . ..... �"!��-�,'-" ' "' , L , '-""F';-';;","r�'�'': ��M I I IZ (o ;':"'­'�%, �� , -� ,;; . I ­� - 1: �L I . n - I 'V CL 'Z I" .!-- I I I Z-'- _� , ,"'�'.' ""', J = " - - .1 � L ­ L 1� = Z; r.� W U I - , " , �",L��'��ll'�����,*:";,L'��"-'��'�L-.�"'�-,� -;;�' - -, - � I . - N -��- I � 28 1 '� - , " � � " � ' 14iL4 ' - " '­­­ ""'p-11-- . �: , 1 0 L C14 � , - (±1 , "� -"'�!"""'�.', "'�.'�"i"g"" "�,­,�"� -i';';'g " ­'�­"'F �1'5i,n'A�'iAL"v floodplain. -- - , ­': 11 . I I I I I '�' 11, " - A - i, ­­ I "T- N ��­ " I1;','1?"' �i'b ""M L , � I - OD 0 1 � I, 1. � 4 M Irk;'M'­g�' .� , �g­ ��', ,�, ­'S'�"­ , � -;'L I L I I 0 5 - , �� I L -1 11 '. ,� L ' I . I I ' N I I I I ". I I � - I I I L I � I r I I 12. Density = 0.52 Units/Acre C . 1 C1,41 � _,": L I a I , I ' �' �' 1, - " F - I ' �,"- I -L I . I I \ � :2 - L �� �­�'� I , � '�;" " � � � ,� L , �­­ , � I I I ,`�"" ' �--� I I '� - �1�1 11 0 I, � I NI � �:�' � �� " , �: 'ILI :" '­­��,�: �': �' - Z 'L �,' I " '- I I I I I I 0 .2 -* . I �'- . "': , �':�' I .1 L � 'L - I I I i :? / = .. L : '�-­ � ,�. . . I L 0 -a � , , ���­ � ", I � L' I -A ,,-'- :'�"'," ''I : i U I I I �r. I 11 13. Irrigation system shall be designed and installed by licensed irrigat I 0 i � '��" I - - I L ;.1 k prior to C.O. I 'F'L , '1. , I ut:'- 'L 11 ,:,:,: '" L # : - - . I I I L I �', '. L . " I 9 ''I ' - 'L - " LL I ' I 'L��' �' I I I I . I L:� 'L ''. , : � ": ; I I I ;, � - I / . � �­ Secti ment Ordinance, The I , - 1- . I 11 L ,. I.. ' , L' ,�.' � L Va. , ­ ' ' � .. I I I ­ - I 11 Bike Rack , I 0 . N or, � I I I ., I . L I 'L 'J- . L , I I . 1K �, V 1. I I 'L +----V - I I '5� I I I I I , M 0 :g I I I I N I L , ­; I el: � ''� " : : ­' . , L � * I I I I ' 0 14. Exterior building and site lighting will meet the standards of 7A 1 of the Unified Develop . . : : � I 11 I I L I "� walk:: ,. I '. .0 1 ..' I- . , e 'L� �' . . .1 I . " 11 I I I I I I I 1 1 24'-O" - - L I I ;' :: .L I L I " n - ". , I .1,11 I L I � I I . I" 11 % � ''. L 1. 1. I : I I LL. I � I 1 ILI '' _V� 'L (8 Space I : �' �; I I �'L�' - - - i ing and no ire shall directly project light horizontally. Fixtures I L', I 1, I , I : L ,L; I , . L , �:' : I S) "I I 1� " I , , I L - ' . I , , I - . I I . I I I : J I I , I L L " - L L: ' - , 1. � �' 11 12 %, L 0 ". L 11- ,. L I ' ; :4�� � . L I .b, i I I , I ,not pro ect below an opaque hous I 11 11 I . : ��'j� ,'L ' I 11 L L . � I / � . ­ I L I -1 - - , ,­­ � . I ­ LL- yl�' I I , A I � I "L � , I � . ''. . L ­�­ "LL', L . I I I , " I I 11 �" I el I . ,� I" L I will be mounted In such a manner that the projected cone of I erty line. ::L "� '�;' I . 111 111 - � . . . , L I I", - ­ IL . L �L .1 - I I I gh � ''.' - . 1'', 1.- I I 11 I I.. I I IL - : , L . I I I : I 11 ! I I / I I , I I 11 I '(0,01, 1 1 L L - I I I L " � L ,:":� : �: to �l I 1 15. The fire suppression line shall have a lockable lid on the isolation vcflve� the lockable lid shall supply the some : I . I I � : L L ':' 4 - �'�: � I L I L �'�'T:' ^ �j I 1 . I �­­­­ ." "I" ''. L ;­\:\ I �'.. 'L I L I L . I �' ,,. � ,-" I ­ I I . Zt , 11 I . � , I IW t, (o U) 1; @q I I � - 'I'' I" I I I I I I n L I ' LL � L .L. I , ­' I I L 11� 1 I L I I I . protection as the AMP or USA, LL562 Locking Lid at a minimum. An alternative lockable lid shall be approved by to (0 to W (a ,!: 1), L I I I : " , - , .. It . . No . N N N (o '* I �' - , ": I , - ; I 1: . I . L.. 2 1 L" . I " I ­:�:'% �' � z , 0 10 1� - � I I C" :IN I is (o �; "W' �9 61 1 1 * I � . I'll, I " � I L , I i I Canopy ': I : ' �L I I . I I 11 I - L I �"�' I.", - � I � 4- 1 1 1 L I 11 , I 11 C4 C4,cq N N C4 1. L , I ­­ 4:�� Pool L I � I ,. . .1 L I I I �L; -U. I I I College Station Utilities Director or his designee. � I I I I I r I -, L L I L "'� 11, �­ ' - -1 ' I I I - im, (0 P) ' t3 , " '.'�:: 1 L L'', - '... I I'll I 11 - L'L - i I I . 16. AJI fire lone striping and signs shall comply with current City of Cc liege Station requirements. I I :" ,L: , LL L '� 1 � 1� " " "'L, -' �' I I L" I . / I 1 , 0 , I 1. I . : 10 . 2, � '�� - ,L , 1, ., I �' ' ' '': '"'�1'111' --' L 11 . � . .L I ­ ,�'� �" ' L , LL"", -1 :L- L I , I I .. . L I '� �' - '9, L., � ' . I ", - ­­ I L. , , I I a I , L 11 I - . I 11 I I " - , I I � 7, _ ­ L - . , i 146 A$ +eill 3rtrvL- la+emiq /meiiennn wnif eir ur^ew4an faunt%a 11 I I I I 0 I ** I I ,� . � I L ;0 \\ � � L - " " F I 1 17 All mech nical a ", on+ alknll ho a,�raaan,*ef fry%m vinui wt �--�Jh% .0;* F %% .0 1� 0 . 7%4 do, .... .... . " I ......... ..... " . � 4 .' I.- # / \* I * *. * 0 ill 27 20134. ....... ........... I ......... I% J. DALE BROWNE, JR. 0 . ..... I ....................... #' . . 'V%* 81890 *1 � f. 1--'A--0/M0'---;'%'-' 4 �% . %,W** ......... *;��' . - � -ONAL -�-- ISSUED FOR MDING AND CONSTRUCTION V) � 0 Z M to a to a M.5 C I _J In 10, . . R I -'� CD 0 a X '15 -5 I a EVIF. FOrt W I- 5: co 5: CD g ": Z; 11 V0 NwE � ", 0* I wo 0 "OMPLIANCE I 1 I 1 W Z W 8 X 4 I 0 P 13 8 = I . � I V'00;0.. =�5' n 5�*V- ON., � 2 ,-L �'-. L , , a Q I I I I I 11 I . I I �, L '' L 1, '­�L I � I I 11 : I ��i I I 'L . Is 11 1.7 . I -I . "I , ,. I I L "I ; 1- ­'Lj�­­ _L � 'L ' ; 1, L", I I I L I , I I . . I I L, I � i ()' L Sildewo , � �� , , - � �L : �' L:' :� �'�"'L" :" I L � : I I I ,,, L I I I I ­ I I .1. � " 1� " L " I . , �' .1. � . I . L' 1, : L � �'-'-­":! � 6 , el I ,L I � I 'Ilk 11 L ," I 11 I . I I I I \\ . I 1. . L �' I I ' :�L:' . Screening must coordinate with the building material and color. I I � 1, I "L' , - I , L' . 1. I I I ­1'1�0' , - .1 11 I I I ' L, ';­�' ;:�'I;�-'­­ . L I � "L: �,%' - -- --- -- I Zt I �:-�: , : � :'� ' , � L '' ':' LL L I . ... .111, ... . . �' " I �" ::' ' I I I :,"'�LL ', "' . '­­' ... * " . I t . 0 -//-//-//-// I 11 � � !:, ' � � ',' � � :' I ;L " , 'J , ...... - I ' I I � . , �� - I L I " I ­ I ­: � " - I I _ MMN';"'-'� % /T L - . L 11 '�J' " I � LL I - I . . I . 18. Water Demands: (per dwelling unit) I - I ff 12 * - - . �'. L "I L � 'I, I'll I I , .. ­ , 1 ��' ,' . I 0 L I I I I 'I / . - rqr-�iFm 6-M �. ... IM, g t" L'10\�Tkt-i a ' .11 . - I I . . - . I ---N- - ��4- 20 Wide I-r.A.E. . I I � � , ?AK ­­ - - -r=t.10e--rfttW- . -­ - -­ - 9--- -�!- 0 1 'L' .11 " - - 0 1 ", " .. I - 7, ,' �'- '.1 '-� ..... I - L Z M , . C I ::s 1 3 Employees 0 30 gpd = 9 0 co r 1. /' 11 0 I .. � I . � ce) - .0� - ' - . tz� I C� Total Flow 9,690 gpd 0 1 NJ I I *%, , I // . ... / \ \ iif I 1Z - Q gpd I I : � \0. . - 11 / 1% - - I 00, L I � � I - - - I -"Saw 11 - 11 "MV -OXMY EAY VIML& --------,. � ­- I I .14 . � I I I -­��� - * ---*./, -.. -. .1 ' �� I I A . = 64 Rooms 0 150 gpd = 9,600 gpd M I I I I I � I : � I � \\ � -ft" -4 & P.U.E. I *1 O/ ., X.... I I I I .1 ,, 1: ---T- A I I I I I 0 ' . --- t / Max. (Peaking Factor at 4) = 26.9 gpm (D 7 1 /10 a- 1 C14 / L/' I . . - W 0 C; 0) t t I I I I oy 0 " �\- I " Min, = 0 gpm I I I I , 0-" --1 tr-.� 11 I I I Z 't I � � I � : I 'I 011 ( ) . r� . � Z 0 - 2 Avg. = 6.7 gpm . CID I` - a. I .Z / I I >- CD - 0) 11 IZ, I Box to be converted �-J�A�: 9 = W17; : i " 11 I I I I I j I lib I / I Existing Curb Inlet V .. -e 64 1 1 1 1 1 1 � � I I I I I �� I I /N / I . - -� / . 0) I I I / �.' I , ..1 I 0 19. Sewer Demands (per dwelling unit) . W It 0') .1 '\ r rl_ I L I II I I I I 11 il / / "� I / to Grate Inlet Box. ' 7�-. I 1\ , - -� I Cc I W M a 1 1 1 1 1 1 1 1 1 / " ,.- .J. , I Max. = 22.9 gpm * 1,440 min/day = *33,000 gpd > :;, 0 M N I L I . I Z W 4) - ,� > - . - /I �1' 4" / * ' �- I N :, Me � - tk* -, -rAr WX tot t- i Fft W t It -(a We r0t Xw- -M ME- I = (D In 0 CO I � I I I .1 �Ii` I, , , \ 3: -n = "t , b5 L . .� . ' ZE ,I I f R I / . I .. '� I See Sheet C4.2. \ " \ I - . .' I -L Min. = 0 gpd I I I I 'P"" r / / 4) I z I �'� 1\\ I I 11 .1 � ' � ' . I mt-rn I L" , ' "R .1 ��'jlkq� : r'.) \Z.. . Avg. = 4.1 gpm * 1,460 min/doy = ±9,650 gpd co I - ' -`J�//" 9'-o" I -- -U. �-411 . . .-) co - 11 11 ,I I I - ,�­/.' '�"\----li, %� I 0 U) z I I I I I, I L L I i I ­ I I . 20. The dumpster inside clear &atcince between bollards, or walls shall 12' x 12'. W I- (D I -=A� / I ; , - - I ry -- 00 ��' '� �d-'y \1 III 11 1� I I ,.-(Typ.) I 'e"".!'k, '-1M1\\ I "I I a 21. If details ore not shown on this site plan, see construction drawings for details. . F� ;= 0 11 � /I I . '-�" 11 I! /. / ��1� I I ' VLd / P, n . I I M 0 U') N I I I I �'-.' V, I ;11�- to I - . I I'd, &.: . = a �- / -T z ... I : / L . I . CV / 0 1 , I L 0 X (1) C') ­� , - T�"'t . g: 1 Z I- . II I I I I -, - I I I I :ZZI 4 /j 0-/ U- � r% - I I L .' - I L -I I "e , 91 �:' L " �' , - � 9 - 6-/ ,9,-O;, 1�1( I � - \ @ / '0' �-:' / I I - -0 - I , , _J 1 06 1 1I , IW) N L I I - i � . (o -\. 0 W tj 0) I` - I I I I I / IC4 1 � =) _.' GENERAL CONSTRUCTION NOTES E ' N-1 \ I �11 I C' I f I � I 1, 0 / V) f / . a I (Typ.) /(ryp.)'� :(ryp.) I IM I 'Nk, I J\L 1. It shall be the responsibility of the Contractor to verify the exact l6catlon of all existing underground utilities. UJ W , E .0 �E >� I I I / I . i 0, L� / / �� \ 2 L' Ok qP'%,"I I L I 0) " . . fy W -a- -�6 U) , I ��f/// - -- J I 1 in 1 -.'- ---- - L--- - - � - ­ � - I- ---..... ----- I - -­��!�. - 0- - - - L I- - - -1. - , . , 0 --- - - �:�� .. ... . ... .. . .... - ... ­­ ..- - ---- - ---- 15-- - 7� - -1 -- 1-1 �-'­- - 0 � - - - _ _ _' I j- I 1,11 I I I L - ' - - -L--_-- /-I- 7-1-- 1- ,- ­ ,----- , , ­ � ....... -..­­­­.. -.1 ....... . � .. . ... .... ... <tn". �­ ­­ - - 0==== _ Z -,I_ ­ '- 'n' ' I Furthermore, the Contractor shall Contact -a _ c mpany renres, intatives a rninimum of 48 hours in advance of .. � I - - - `� - -- I � - - -, �' - _ � -- - -- � --- _ _ _ - ­ _"- ��- _ ­ _ - _ _ - ___ _- -__" �--- - - - - ---' --' - I I ...- "/-- =4 - - I - -----L' - -1 f --�L 1 ,1-1'k - - -k- I L I .000 � � � - -, - L ...­­ , I �" I ---- any excavation-.---, �--- -- _!I utfilly L 0 � -j I Z - 0 -1 7IZ5 - - I - ­ /'�- //�'//­ -- - � � 2 L - .. /it ... .­­��­­L. , 'o / -- ­ 7- - -r- ,,, � � , -.e;. A---�-- I _ __ ::� / q I 'I , I 1. a Z'i OC I.t. �'-- I = I I Approximate location of I I I I 0 1 . -1 1P , I , - I "I I -J T) 'D 61 I -, -a , 1- �. 1. 3: > , , 'L o a> 0) �2 J 100 -Year Floodplain as per I === Z ' I r. � I I ­ --1 - I d! I I I C I -= �' 'r j V . L I I I - \ I A 11 , (9 Zr 4 I I "I I . \ LILO 1.11 I Contact Dig Tess 0 1-800-344-8377 1 .G 00 Q) , . I ­ I '1�1 ' I I / / FEMA FIRM No. 48041CO310E I * `�' L I I I I � 1. I I L 0 Z -, - , C I, / / / -Ji L �L. k' Contact 81 1 r_ 0 U CO D of Revised May 16, 2012 ' I I 0 0. / � \ Proposed L 2 W UOJI T? 0 T- -r . - 8, 1 ;'. � ,­ . I I / I * 0 1 0 1 L I , I . I / /�I/ / I I �JL / / / I / I I I ­ I I Cq *-� / L \ Gas Meter I ----- -� i Proposed Fire 2. In lieu of using the construotion materials indicated in these plans, the Contractor shall obtain written approval from I / ' I . \ I '--�;L ,, ,Hydrant #1 / /L /I . . 1---------T�- I 0 4­-L�'�' -- the owner for any substitution. I - I I � . i ­ . - L 11 / 14V i / / I I 1 / I I ?- : I I � . I . I ':" " � 3. Existing contour elevations are based on an actual field survey of he project. ��--�'�'� I I I I I ' �' I L I I/ / I I /I . I � # L I I \ : ... ... 1 -15, FU.E. r) N ­ / I � " � I L . *" L " I.." I I . I 'f L I I 4 'i:�- I L \ 70. I . / Vol. I 1 108, Pg. 1 02 . 4. It is the responsibility of the contractor to utilize whatever techniques that are necessary to prevent erosion from this I I / /8 � I I I / / I 9 - - I I 11 -"L I . I /� . /I '10. V " I I 1, �! :�'-' tA � -I \ - - construction. . 181'-O" 77-8 - ,, 1. 11- I -- - - A (- / I I I I I' "7- - 11 1, I I � L - - / 11 1� / . ­�'- L ':­�L. �T- ' 1 6. Legend: - ': 'n- 'ro r= I ". / I I SD -2 I / \ - - - - - - - :; "',"LL 5. All soil exposed l receive Cellulose Fiber Mulch 3eeding within 14 days of final grading. / to - I ,: L . I - - - - - \ '� L I 11 / I L � -= --== -= -- - - - - =m 1= - - - - L , I I , ;9� � V, - L. I O- ij;s P "n Zo -0 � ; / I ::I- -/- -r - 0 :2= - -- - -- -- --- -- =w- - - - -.- �- ') -- - -- - - - - _7 ­ 11 If I \ I P.U.E. - Public Utility Easement .& t-- I L - �= : % - .. I , - L. 1. f / � / I IF Z �- - - - - - . I I -, t Z 4 10, I , "L I I , I I I 11in "I CA I - - - '\ , Itq - L -�- 27S- - - - Private okocess Easement , A -i / I / Concrete I r-: I - - -�- City of College Station / , \ " I I'�LL', 2 - 2,J\ Pr.A.E. 0 - -. - "'o ;� I "I � 65 I 9 - ­/- -- - - Propose Grate I 1- . . Proposed Priimary'-­�- zl:�--r- ''I , I I "'� 3: a V"I' 0 >' 0 I / / Washout - - 20' Wide Easement 7f ��L _ b)- - -2 . A.E. - Access 'Cosement � I - /- Electrical Lines I I � L,N,L - M - Building Setback Line C + � " I(N BSL i I -- . I I / I installed per mfg. req ts P1t5 ­' - - Inlet (Typ.) - Vol. 4328, Pg. 1647S - -274---- -70- - I , I 8 " '­ " C� / (See Gen. Const. Note Mi I - I - ­ - i I 27S- � - ", - .- - I k II. 1 7 1 7. All porkiing space pavement markings shall be white in accordance Nith the latest edition of the Texas MUTCD. L A N I ' � ' - - - -;t: .. " . L - I .1 . - ­ ­ - " ­ . . . � - Vs-! -­­ '­ ­ .-,. --­­­�T- ' ' B§� - '. - . - -A-- - I 0, . -W /I 5, / / - I I [ 25, 6SL -7- i -1 - . . -, . - L .�5_ _ ­ _ , . � . 1 '4 � -I - , I I : ;7_ L _ _ Vs. I- �=7 . . ­.. . I- '��L --O- - - -k- ­ . . I . --= 1 8., All radii are 4'-O", unless voted otherwise. I I =0 CK %W " I / '' ' - I - - 27 I'D Exisfing . � �;- k I -­�- -k- - - - - I . 9. All manholes, valve boxes, etc, shall be adjusted to match finished grade. a. - Saw cut & remove' M - - I I - -1 M---- 0 � I I L I M --- � L =-�� - �i .00 P - - 1 -3 0 12" O.C.E.W. placed over W of -5 i 42.5 . lephone Z:-� =-=��-�: = - - - - I : I 10. The replacement sidewalk shall be 4' wide, 6" thick concrete with I .//-//-, - L co :� , i I I g '�---�/' 11 � ,!` / : / �� � I - ­ 0 ------ 4a - - -�--V­ _ _' , '; _' . - a L 0 � LF of 4' Sidewalk. - - 1. . ---- - .­- Li nel- - - �7t - - - - - - - Frrtros;-d Grate Inlet- I Sand/Crushed Limestone Base Mixture (1/3 b nk sand and 2/3 Crished Limestone Base.) E \ \ \ i --� (See Gen. Const. Note 10,)f I f;r'�*;47* r�- �'--- ---I - - - - - - - I I -1 "", i I ,\ L-11� L I Vr . I L'P - rk �" '.. *W. -A24 - - 7-:V - - - I- - - - - - �---j --- - - - - - - 1 1. The Grosspave2 shall be plo,.ed over 12" of Sand/Crushed Limesto Bose Mixture (1/3 bank Sand and 2/3 CrushedL I � N - I � -­:� . � "K I I '��'- I -27S- - - I ", I 11N$ .--=' =-=m I - : . � � - Limestone Bose.) I I r \ ­ " , V . I 1. I 271 ... - I -=-----� �--= 4- I- - I - - - - -7-�-- T -1 - - - - �. - . - - 0. I ' 4G-�- - TG---= - 12. Brick Pavers shall be installt-d at the crosswalks that m alks w in ' -- / 41 =---..: -'-�- - . � - �. 6 6 _ = 27, ,:­ - - -=4(�- - \ - 4- - -1 - ' '��- �'=-� - "'" 4.11 -1 !­ "'.." �p 1111111 I - - - - - - I- - - ­ - - --.;. -'- � - G- - -===-4G _ _ _ -, I - ­- ; jz; 11 . , -T- . - Development. See Construction Standard Details for cro I - , � I -C -C - 0- - _ __ _ - 4G- :-�- - 4G --'M' �'-`�"-'��""� A � 0 LL � - i%7 I . . - - -4(', . . `- - _ - ,���,,',��,,�"i"","�,�,,",,',,,!i�,,,,,',,' --- --:z-- --'� R L - ', �,'�""�' L ,'.:�L';� ­' I , " '' ­ �v , ­4'� 1 ­.­'. - A�7­�;� �­� 4Q �L '� -- -" , '�' 'Y' , �-� . , � " :� 12, 11%z';�' ' ,,��,��,:,�-,,Z�;,,,,,-',,����,, L�" , �� I '�-'­­�f'­ I ", . '�'�""� � x., ... ,'-��' �"'. ��t I I ;-L "� ,"LL 'j�,'­I"' -, " . . . , 1'1­�&"1111`1i­::% " .t ­;' ' , ­�'T - �- r- �, 1. " �'! F-�'% ,,I " ­ 0-1==M��9­7 ­ ­ I I ��L' �' � ' ­ �' , - _,I .L ' L' '­�;;' ,".,' , '; � 'I.,", ,I � ';--"��' ',.�­'�'4 "'�-�'73�' ", -1;. I ­ 1. I "I I I I A N 0 , -�� 'gn'�l � `�- '0- I � , - � - -11111-1-11h -,'""'11- ' "' ' ' " ' �­ "I'll" ' I , ,,,�;�5�,,���',��ll�,�;-�l;,-",�,�"-z�'�-,;,�,i�,����;�",',��.-�,� �­�­'L­; ., 'tt'tr"� � � "-�,^,,,,,,,,,',-�",�,;,.",I�,��� ,`�"',�:j- , ' �"'-' �1-11`1 -�`�"" "",L"�,,;�."""�-�',,',?,�,,�',,,���l-,,,,,-?-�,-,-;,',�"4"r-",�,,�",,,-, "", �` ��"L;'�,� �- - " -W I, 0 �"""'�"-"- kk"�V'�'�', "-�' "'-"�'. �,! ­ . .. �" - " '.-,L"' ,L"""",,i�,,,�,�,L��,'���,-�>"�L,�.,.-"L,?�',,�����,�'-��;",�,'�,�.L"-,�, ��""'i��k""".;'X'��" -"��""�"""�""'- ", '��­� " ""', " 11 ''I - .' 777'�','i"', "�'��'..'��'- - �';��' ­ -'i -""�',"� �i'�-'L � """ ,r , "�'�;�"�� '.�?"'� -r!- I i " ­'-!�� "�",,�"' 11 " ��'­­"­'; "'E t 4' Si � . .... . ,., '��-""i""j�'�� I � -" � """' "'i, "�'� ,""'- " �L".� ­. '­';�L­f " ­'­­ '�""`? -, �" �'� --,,,,,,,,,,,,, """"'? I . I A - � A , �"�� I I I -1- - -1 '�"'- ,' ',� -, , �"�� '�"'­� , �"�� '�"'­� , �',�� � I '�� nV P� . � � f �""' � " � ,��" -'y I I -� -1- � I 1. X�i�,-5�, -1 -1 � � � � Ri��' 11", --I,' 11-1� �­' � -' :�'�",""";�: L 7774 ­ ""' � 1 ­:� ­ - i , 77,51 ` r77�:�,,­',,A L ­ - 111111­111:1� ­­­-­ -­-­"­ , , - -\-J T - - - - - - - - - - - C ' I , �'�>'��' ' ��'I- g 2 W� k44 , 140 U0 a I 11 ":1 .< CO PL NICE 4fl / 1. � � 1� ���" 4t� I -,- 11 �- \ q - _.'g ��!;"" -11�t��V:-,'�. i Existing 48' RCP, I E - 303.1.0' ,�,7�11-1,11,z-l�,���-1,111-111,�'I'll"��ZI" - �� % - =D % " � 6" 11 I IM . < %V - /if � r1-1 ""a , E -� - ') ) I __ 1/2_ . I -&92� - -- / CL IV Storm Sewer - - - -/- ,-Z- - ­ -- - - -1 . L \ . � . I - -- . - I �.Ia ill V) I If -- z \ ,-- #4 Bar I L O' " 0 6 2,013 A 0 R--OUI ED %!!b � L . L ' I L L , I I - I I -1 I --- ­ I- . \ 1 35 SY of- GraSSpOve2 _I---- --� .." I '� -- -- L #-o.'01#' I I L I . 1� -- I . � . - � . City of College -Station -. � L I -I''.-, - - , , L I - I \ " -1 � '-� I installed per mfg. req*ts. 1 7 � -CAUTION / --� I L I L Variable Width Easement ... V - CAUTION I \ I I (See Gen. Const. Note 11.) " .-, srag * L Existing Gus '-� Existing Gas I I I , \ . \ L 1, 11 , 11 -- .- 80 LF Curb Cut Line 6 .-I . Vol. 11108, Pg. 102 . L Line =� I I L . I \-I- -If- - I[-- - -- -- L Install 70 LF LF of Lay Down Curb S1 L I % ) 61* I 11 11 n of 5' Transitlion Curbs I-, I-, . I L . I � I I I . Proposed Primary �- . I 11 11 .-- . -- I I 11 11 L . L ---- I � I Electrical CondultsT -� -�- - . I If it '-� I ARRINGrON ROAD � =D -- I 11 if I I ,-- I . I L L (80' R. 0. W) I I I , 1 6" L I 11 11 I I L . I � I Vol 7800, Pg. t2 L . I L �9 L I 11 11 . I L L I I I 11 if . . L I I wil ' I I I I 11 11 = ) I'- / / / �' I . * '� /// . I 11 If I '��"'x � ' '*/ / ':'� I I 11 11 L I . I I - .1 " ;-4 , I- � I it 11 I I I / / 1�1 / " �� ", I I L � / , , I I I 11 11 I I L t W11 in . "I'le, I I/ / �'. e"� . I if 11 I L L = I 'L , I I 1� =1==-!! it - . I - I - / / , L I I - ::::::::::::::: 1 11 ii I I - ,�,,- 3OR , . I I---- #4 Bars 0 18" ,O.C. ./ '"- - ENGINEERING Steel Rein 'orcement (See Note 2."�. . T- I - I 0 +V I - ; ii I - - I �! (D , ell% I � � 6) '1-' r. -t2>* I . 0 V) W '� 0 10, 11.9"0!4---�� ,.,- C: = I, 0 p --I, 1. j CL -� I � ­�v . � `­; --� M 04 ­ 4�1., -- 0 �� I-, . '*," ."... - %%90 C - 1 '4 ' , .. ., 'f"-�� X . "- ..;i;- ,� . I �� 41. " - -'F -F:) � 0 . , - 0 cr, V1 . ,. i4 ------------'-S - %-'O. I n :rn-:6 (D 2. , 06 .ii..a -:.<> .0 0 �' " 24�' . .0 11C � :3 U � (1) 0 0 1 0 1 -g 4-4 "r /for Bicycles a V� -W :9 .C: '-� : - . f ,: '. ':'-1 �-­ ' :' .1 :'� 1, '�' e :� ­�'�' , , , , , , i ­­ � , , , "''� -.1 ". 11 I V .; -4-0 .;, I - I ''I . ­ , 1� "� .1 1; ""', �'­�" �.' ��'." , �� Q- 9 4-a , , �'�' lr: :�:' I : I "'':�':� �,". .�' ­'�-" � I'll. �'�� � I , . � '' .1 I '­'� - ­ '�­ , 11 "'� - " �' '' ­' � , � . -, �" "I �' I � ": : , ] � , ,,, " "-'� , " '�' 1, � � I ­��']'.' j..'�' L- � , , ­",­' I � 11 �: I I -, "I I 4) , I �, I ­�� I , , ,:: : C . ,� ­ � �, , - I ''I I'll � � ". I 1% " e - : I * I ­,"" U � - '' , e . I . I � I � � I � k � I I I I I 1. �­" I I . ­­ I * � I . . & 11, I—' " , . . ; I" � ' 11 -- 1. � . 0,� ­� 372 --- I a � '­: '�' , . :� :' , "'�� e 1�1,1 ... 0 1 11 11 CONTROL POINT # , NOTES: " � , , "I ' � �"'�A'�'-�11'1'11 , I + I 1 . Refer to Geotechnical Engineering Report prepared by Gessner Engineering for I -11 1'1�1 � "I", I'll 11, �' I ­ I I --�,-"-�-',---�---'1r',- "� ' �7'7 �:�,! ! 7,17,777 �7����7,�z,,-'-'��"'�l""-",-� " �­' " -477777= ",' � � ", �' � "." , I I '-i � .", , �. � , �Vi'1� ",­ , - ­­ I I � � 'j� �';l 'W, 5�,­�,�,, , i - ­ . I �' �"��' " - w ; I � � . . I F I I _ . ­ ,�� ,� ��: .. .... , 'r'�,, �­ I ­"­'�. 4 9W 4 q;;, , 4 QIW - .1� -1'2'�W��M­ ; , R11/2" Iron Road - � , - ' ' '; - - ' ,��,,,,�,��""��"�,,,�����..,�,,���>-""�,��,,�,, ' - - - I i to ­�'��; ., �4 " � ,,, - , ­�+"'2 , ; , , ,�L ', ��,'�,,,,� � �' " ­ '­.­',­'; � 1 4�4� ... 21, M" li�"'N""--all '1111 � �' , � : - Z., ' ��'�",­;v'�""&", !�'� 1-1 It I I � " , ;''��­' � ,". n ""-.,--��,"��,,,,,-,,.,.,�,�'��,�-,�,,,.�""�- ',,,,��^,'�,,',�"-"��",,',,�,,� ""� ,,,,,,,,,,,,,,;�,,,'-',�,,,,,+��, �­'-"Al"" �',�,,�,',,,,',,�,,�e�""-",f,z"����,.�,�'ll"�.�""""�i,�,�ll","&-�,������Ill";"",,-�,,�I'l�ll,���",,-Tl�'��",-,��,�'I'll""11-1,11-1 " '!,77 - � "; I I I" 1-1; � ", ,.,, �' � " 0 1 'g-�;"�-" �'fgg '�i'i' ,� "'�""'�'Nk -'� '�;-""� -0383. . , ,� I M! "-�"� "'� " -" , . ­� """'�!,��- -'Z,6-� "'­g�'�"' Q'-�".,',gif.;� -p'­��;,'�'!'.�.' I � ­ , , g '�� g't �""' , � , �',"' � Job No. 13 ; A N' 10192113.93 . , ", , " , , , ., ", -­' , . , I .1, 11 ' , , "S . , I " " , 0 - I I �% ,: ' I 3 e I I ,, , " �'g� . � " " 1. , , I � - I � 11 I : � . " ; - . � ' '��' ,') '11 I ­� f�; f�'�'� � " I It It ":i'�" -';"� , - . "'�';;�*-""'��­R:"- ��"v I 11, � I /7Ei' 3576294.78 IM;,"1111,5111 ��1'15;""x I "I.-lu-1 ", Gessner Engineering � I I I %, , , M"'�'�,�"'� , - I ­ - :'""'�� " , I 41110M . . I ��- " I- 111.1 � . I , ev, . �, �" I I �':"�i�11'1- I ** . 2501 Ashford Drive, Suite 102 . I - : I .� , 11-.:':.' " " . * *4* ___/ E 269.21 1 .;4 1, �'] -" : �, �: " ,. ". , ­� I CL - - - - - - - - -*a. _ _ _ --- --------- ------ - ----- - -- - - - - - - - - - - - - - - . College Station, Texas 77840 - W� '' � . , I I '' - av- - - - - Y" 1�1 I . 6� "'� "" 6 , E I*- ­ -1. .......... .... . - - - - - - - - .- I �' , 3'"W.' �� � ' , I � �z: I �­ I, ". . � I Phone: 979-680-8840 - .' �' ��':-� , '�� I �' :""." 0 ... . - 5 , , - I I A ­.�; t! 6*s 2. Pavement Type (per Geotechnical Report) n C L. . 0 1 � I . . I . A. Type 1 Concrete Pavement (Exiveways, Drive Isles, Dumpster Approact and 61-0 m I - �0 A 1% I . � � #4 Bar " . I 2 %I I -N � I I . �- . I � Uumpster Padj: 7 InICK k;0110reTe Pavement with ff4 0 12 O.C.E.W over � I r I � 3"R �. �. ; I- . I . - I �11 I �' 6" stabilized subgrode. . ­; . ­ 11 I I - :, . ­ 1. I "I -e' 11 "I �.�':o';�­"� I ilqtll ­'­ 11 . � I -. I . . -11. " - .. I B. Type 2 Concrete Pavement (Parking Lots), 5" Thick Concrete Paveme with ,; .11 . . � '' ",­ - I - . I I . I I � :.. d' -i �::' . I � ' , ��.�"'i��i�. , ''..' � � �, � I I : , ..' � .�:.'.­.": 1 ,,,-#4 Bars 0 18" O.C. #4 0 18" O.C.E.W. over 6" stabilized subgrade. I ' . .1 ­ I T �­ 1:1'�.:;­�" TJ N1 NOTES - Proposed Concrete Pavement I I 1. All concrete shall have 4,000 psi 28 -day strength. . . I . 2. All reinforcement shall be Grade 60 or better. I � I I � I .� K" CURB DETAI . TEMPORA"I - I I I . I I SCALE: N.T.S. 3. All concrete shall nave 4,000 psi 28 -day strength. 4. All reinforcement shall be Grade -50 or better. . I EA-VEMEff ...... D UA, I L I � � @ N 9 14 1111ma t), 0N.0 o%o an IU V ' 41'Ag ' " I J'�' NOTE, LOCATION OF EXISTING BURIED UTILIT1 S, WHERE SHOWN, IS APPROXIMATE 0 ' I EXIST UTILITIES WHICH ARE NOT SHOW TH THESE PLANS 00 NOT NCLUDE NECESSARY CONTRACTOR SHALL BE RESPON I LE F* R C It it I . COMPONENTS FOR CONSTRUCTION SAFETY. AND PROTECTING ALL BURIED UTI ITIE . � .1 I czr��Al C*- W- I 9 0 13 - '996 I I- �9! - / --� a 1'� ��7(< � I 2 -0 I DA DII/ NG,--=� AN L M.5 C I _J In 10, . . R I �: ­-4--mvii r- >0 U'N C 0. r- C'q 0 N '0' Z I a EVIF. FOrt I 0'0 ,',-, ta Z" -"M I 0 11 V0 NwE � ", 0* I wo 0 "OMPLIANCE I 1 I 0 0) 0 o X, r" I 0 0 ,;S�- mm E a I Z 0 .. ' DEC 011� 2013 ' . � ' . � I V'00;0.. =�5' n 5�*V- ON., � 2 ,-L �'-. L , , 0 SHEET NO. CULLt.:Uiz, ,,) IMION I �ffr:-4 ^nm.cr.-ah+1 n&Sm%#Ae^%r- I czr��Al C*- W- I 9 0 13 - '996 I I- �9! - / --� a 1'� ��7(< � I NOTE: DRESS WITH ADDITIONAL SIONE AS NEEDED. STONE:IS TO BI: MAINTAINED SO AS TO PREVENT .CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC; STREETS. MINIMUM 121 SHALL BE FULL WIDTH OF SITE ENTRANCE S" MIN: DEPTH. STONE F—IES STM GtpEOT TIL 8ABR C QIEOIT%TIE FAB61C 60,10 10E� WITH SAME SQUARE FOOTAGE. OUT .tG' A Y �— EXISTING STREET CONSTRUCTION EXIT SLIT CONTROL DATE DETAIL NO. kf;�, Grr� oaSnXAN' B/CS UNIFIED C7rrorCoil=grATIOS rry OF �;a,.. AUG: 2012' STANDARD DETAIL SWPP1-02, SAND BAG ROCK $IZE $14" TO 1.119" I I NOTE: FJ L7ER. FABRIC NOT T.O.COVER DRAIN INLET SAND STORM DRAIN INLET PROTECTION DATE BlCS UNIFIED. DETAL "0. GErYoaBtzxnrY AUG. 272' STANDARD DETAIL SWPP1-00. 1t O BRYAN These documents have U) been released on of initial application. Areas adjacent to the building and i November 13, 2013' within the development to receive block sodding and/or for the purpose of review landscaping are not included in this requirement. and comment 4. Contractor is to maintain erosion control throughout duration of the project under the authority of: such that all work areas are to plan grades once vegetation is established. 0 J. Dale Browne, - Jr. P.E., Insure sediment is not transported downstream from project' via hay bales P.E. No. 81890 or silt fence installation. If erosion is observed in the field, additional They are not to be used erosion controls shall be installed. for construction purposes. 5. Silt fencing is to be installed per detail In lieu of silt fencing, contractor ISSUED FOR REVIEW AND COMMENT. silt fencing or other sediment control devices when depth of sediment Z reaches f1/3 total height of device. Contractor is to insure erosion LLJ control devices are consistently installed and properly maintained. 0 m M m WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY 04 EXIST UTILITIES WHICH ARE NOT SHOWN. THE D O CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING SAFETY. AND PROTECTING ALL BURIED UTILITIES. O) V � � NOTE: DRESS WITH ADDITIONAL SIONE AS NEEDED. STONE:IS TO BI: MAINTAINED SO AS TO PREVENT .CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC; STREETS. MINIMUM 121 SHALL BE FULL WIDTH OF SITE ENTRANCE S" MIN: DEPTH. STONE F—IES STM GtpEOT TIL 8ABR C QIEOIT%TIE FAB61C 60,10 10E� WITH SAME SQUARE FOOTAGE. OUT .tG' A Y �— EXISTING STREET CONSTRUCTION EXIT SLIT CONTROL DATE DETAIL NO. kf;�, Grr� oaSnXAN' B/CS UNIFIED C7rrorCoil=grATIOS rry OF �;a,.. AUG: 2012' STANDARD DETAIL SWPP1-02, SAND BAG ROCK $IZE $14" TO 1.119" I I NOTE: FJ L7ER. FABRIC NOT T.O.COVER DRAIN INLET SAND STORM DRAIN INLET PROTECTION DATE BlCS UNIFIED. DETAL "0. GErYoaBtzxnrY AUG. 272' STANDARD DETAIL SWPP1-00. 1t O BRYAN ---'/---- 2"X4" WIRE MESH FASTENED TO T=POST o0 Z oCo I I SEDIMENT CONTROL FABRIC o 00 I ► C.I.P. #8 FASTENED SECURELY TO (.� o M 1 M T–POST & WIRE MESH Z Z T—POST (OR STAKES) �- 0)I\ I AS REVD. TO MAINTAIN. 8" OF FILTER FABRIC TO EXTEND W W W M rn INTO A TRENCH AND BE ANCHORED SPACED 6 APART rn Z i> o N I WITH COMPACTED BACKFILL I SILT FENCE AND/OR O U) 00 F ' I V HAY BALES TO BE ALLOW 2.5 TO 5 AT TOE OF SLOPE Y USED IN AREAS OF FOR SEDIMENT TO ACCUMULATE. pp N DRAINAGE FLOW. ALIGN FENCE ALONG SLOPE CONTOURS. 06 z - F- DZ uJW (2 0 m X —__ ----_ - W ami � 19 I: NATURAL -GROUND FLOW Z ` O o F— � � DIRECTION OF � o h � 1: J ���> 1 w 4>, "" U c Coo t v� ( 4X4 MIN. TRENCH V Z c C:) 0 ' 4" � W w �U _ 20" 11 71 I / ' LF I I / Silt Fence 7r I/ I 'w' 27S— — 27s \ 2 INr ENCE ASSEMBLYSILT SCALE: N.T.S. GENERAL EROSION CONTROL NOTES: -T7— 1. It is the responsibility of the Contractor to prepare and maintain a Storm j -- 4G— p y p p The site is appi`oximately 1.91 acres and is located approximately 275 0 \ Water Pollution Prevention Plan in accordance with the Bryan/College Station southwest of the intersection of the south bound frontage road of S.H.6 and / Unified Stormwater Design Guidelines and EPA requirements for storm water Arrington Drive in College Station, Brazos County, Texas. The site is located CO discharges associated with construction activity under General'`Permit, USACE of North Latitude 30.564097 and West Longitude -96.266709'". The site 9 Y ( ) driveways, illp consIst of the construction of a three story hotel building, 33 CFR, & Section 404 of the Clean Water Act & Texas Pollutant Discharge Elimination System TPDES General Permit No. TXR150000 aslots, utility infrastructure and grading Improvements. The \ administered by the TexasCommission on Environmental Quality (TCEQ), onlysource of llutlon Is the erosion of exposed soil. Storm water from h \ 2. The Contractor shall not allow sediment to leave the work ;area or enter O the site sheet flo) onto adjacent Spring Creek Tributary" 4; thence, to Spring a), \ any adjoining channels. Additional measures to those shown on this plan Creek; thence, tcLi a ck Creek; and thence to the Navasota River (Segment \ I and described in these notes may be required to prevent sediment from No. 1253). The Contractor is responsible for containing all sediment on—site leaving the work area. The contractor shall be responsible for clean—up by utilizing siltati n control devices, washdown areas, or seeding and sodding O CO C CO and restoration to original condition, including establishment or re—vegetation applications. It Is the responsibility of the contractor to utilize whatever ` of any lands or channels affected should construction sediment be found techniques that ale necessary to prevent erosion from this construction. \ I outside of limits of construction work. 3. All disturbed areas are to have establishment of grass as outlined below. Contractor is responsible for watering, a) maintenance and establishment of grass for a period of 90 0 }, days beyond project acceptance. Contractor to guarantee all O planted material growth and coverage for a period of 6 U months. Growth and coverage shall be defined as 100% of the planted area with uniform coverage of grass greater than 1" in height with no bare spots greater than 2 square - feet. A Second application of fibermulch is required for These documents have U) been released on of initial application. Areas adjacent to the building and November 13, 2013' within the development to receive block sodding and/or for the purpose of review landscaping are not included in this requirement. and comment 4. Contractor is to maintain erosion control throughout duration of the project under the authority of: such that all work areas are to plan grades once vegetation is established. 0 J. Dale Browne, - Jr. P.E., Insure sediment is not transported downstream from project' via hay bales P.E. No. 81890 or silt fence installation. If erosion is observed in the field, additional They are not to be used erosion controls shall be installed. for construction purposes. 5. Silt fencing is to be installed per detail In lieu of silt fencing, contractor ISSUED FOR REVIEW AND COMMENT. silt fencing or other sediment control devices when depth of sediment Z reaches f1/3 total height of device. Contractor is to insure erosion LLJ control devices are consistently installed and properly maintained. 0 m M m WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY 04 EXIST UTILITIES WHICH ARE NOT SHOWN. THE D O CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING SAFETY. AND PROTECTING ALL BURIED UTILITIES. O) V � � � SCALE: Hor: 1" = 20' O 1 0 10' 20' 40' i3-220 (1))gl13 ?.a W W c 0 V p W W UJ U ---'/---- 2"X4" WIRE MESH FASTENED TO T=POST o0 Z oCo I I SEDIMENT CONTROL FABRIC o 00 I ► C.I.P. #8 FASTENED SECURELY TO (.� o M 1 M T–POST & WIRE MESH Z Z T—POST (OR STAKES) �- 0)I\ I AS REVD. TO MAINTAIN. 8" OF FILTER FABRIC TO EXTEND W W W M rn INTO A TRENCH AND BE ANCHORED SPACED 6 APART rn Z i> o N I WITH COMPACTED BACKFILL I SILT FENCE AND/OR O U) 00 F ' I V HAY BALES TO BE ALLOW 2.5 TO 5 AT TOE OF SLOPE Y USED IN AREAS OF FOR SEDIMENT TO ACCUMULATE. pp N DRAINAGE FLOW. ALIGN FENCE ALONG SLOPE CONTOURS. 06 z - F- DZ uJW (2 0 m X —__ ----_ - W ami � 19 I: NATURAL -GROUND FLOW Z ` O o F— � � DIRECTION OF � o h � 1: J ���> 1 w 4>, "" U c Coo t v� ( 4X4 MIN. TRENCH V Z c C:) 0 ' 4" � W w �U _ 20" 11 71 I / ' LF I I / Silt Fence 7r I/ I 'w' 27S— — 27s \ 2 INr ENCE ASSEMBLYSILT SCALE: N.T.S. GENERAL EROSION CONTROL NOTES: -T7— 1. It is the responsibility of the Contractor to prepare and maintain a Storm j -- 4G— p y p p The site is appi`oximately 1.91 acres and is located approximately 275 0 \ Water Pollution Prevention Plan in accordance with the Bryan/College Station southwest of the intersection of the south bound frontage road of S.H.6 and / Unified Stormwater Design Guidelines and EPA requirements for storm water Arrington Drive in College Station, Brazos County, Texas. The site is located CO discharges associated with construction activity under General'`Permit, USACE of North Latitude 30.564097 and West Longitude -96.266709'". The site 9 Y ( ) driveways, illp consIst of the construction of a three story hotel building, 33 CFR, & Section 404 of the Clean Water Act & Texas Pollutant Discharge Elimination System TPDES General Permit No. TXR150000 aslots, utility infrastructure and grading Improvements. The \ administered by the TexasCommission on Environmental Quality (TCEQ), onlysource of llutlon Is the erosion of exposed soil. Storm water from h \ 2. The Contractor shall not allow sediment to leave the work ;area or enter O the site sheet flo) onto adjacent Spring Creek Tributary" 4; thence, to Spring a), \ any adjoining channels. Additional measures to those shown on this plan Creek; thence, tcLi a ck Creek; and thence to the Navasota River (Segment \ I and described in these notes may be required to prevent sediment from No. 1253). The Contractor is responsible for containing all sediment on—site leaving the work area. The contractor shall be responsible for clean—up by utilizing siltati n control devices, washdown areas, or seeding and sodding O CO C CO and restoration to original condition, including establishment or re—vegetation applications. It Is the responsibility of the contractor to utilize whatever ` of any lands or channels affected should construction sediment be found techniques that ale necessary to prevent erosion from this construction. \ I outside of limits of construction work. 3. All disturbed areas are to have establishment of grass as outlined below. Contractor is responsible for watering, a) maintenance and establishment of grass for a period of 90 0 }, days beyond project acceptance. Contractor to guarantee all O planted material growth and coverage for a period of 6 U months. Growth and coverage shall be defined as 100% of the planted area with uniform coverage of grass greater than 1" in height with no bare spots greater than 2 square - feet. A Second application of fibermulch is required for 0 4-1 U) of initial application. Areas adjacent to the building and within the development to receive block sodding and/or z landscaping are not included in this requirement. 0 O 4. Contractor is to maintain erosion control throughout duration of the project such that all work areas are to plan grades once vegetation is established. 0 Insure sediment is not transported downstream from project' via hay bales UJ or silt fence installation. If erosion is observed in the field, additional erosion controls shall be installed. 5. Silt fencing is to be installed per detail In lieu of silt fencing, contractor ION 3/4" gravel upon approval of the engineer. Sediment to be cleaned from silt fencing or other sediment control devices when depth of sediment reaches f1/3 total height of device. Contractor is to insure erosion LLJ control devices are consistently installed and properly maintained. ---'/---- 2"X4" WIRE MESH FASTENED TO T=POST o0 Z oCo I I SEDIMENT CONTROL FABRIC o 00 I ► C.I.P. #8 FASTENED SECURELY TO (.� o M 1 M T–POST & WIRE MESH Z Z T—POST (OR STAKES) �- 0)I\ I AS REVD. TO MAINTAIN. 8" OF FILTER FABRIC TO EXTEND W W W M rn INTO A TRENCH AND BE ANCHORED SPACED 6 APART rn Z i> o N I WITH COMPACTED BACKFILL I SILT FENCE AND/OR O U) 00 F ' I V HAY BALES TO BE ALLOW 2.5 TO 5 AT TOE OF SLOPE Y USED IN AREAS OF FOR SEDIMENT TO ACCUMULATE. pp N DRAINAGE FLOW. ALIGN FENCE ALONG SLOPE CONTOURS. 06 z - F- DZ uJW (2 0 m X —__ ----_ - W ami � 19 I: NATURAL -GROUND FLOW Z ` O o F— � � DIRECTION OF � o h � 1: J ���> 1 w 4>, "" U c Coo t v� ( 4X4 MIN. TRENCH V Z c C:) 0 ' 4" � W w �U _ 20" 11 71 I / ' LF I I / Silt Fence 7r I/ I 'w' 27S— — 27s \ 2 INr ENCE ASSEMBLYSILT SCALE: N.T.S. GENERAL EROSION CONTROL NOTES: -T7— 1. It is the responsibility of the Contractor to prepare and maintain a Storm j -- 4G— p y p p The site is appi`oximately 1.91 acres and is located approximately 275 0 \ Water Pollution Prevention Plan in accordance with the Bryan/College Station southwest of the intersection of the south bound frontage road of S.H.6 and / Unified Stormwater Design Guidelines and EPA requirements for storm water Arrington Drive in College Station, Brazos County, Texas. The site is located CO discharges associated with construction activity under General'`Permit, USACE of North Latitude 30.564097 and West Longitude -96.266709'". The site 9 Y ( ) driveways, illp consIst of the construction of a three story hotel building, 33 CFR, & Section 404 of the Clean Water Act & Texas Pollutant Discharge Elimination System TPDES General Permit No. TXR150000 aslots, utility infrastructure and grading Improvements. The \ administered by the TexasCommission on Environmental Quality (TCEQ), onlysource of llutlon Is the erosion of exposed soil. Storm water from h \ 2. The Contractor shall not allow sediment to leave the work ;area or enter O the site sheet flo) onto adjacent Spring Creek Tributary" 4; thence, to Spring a), \ any adjoining channels. Additional measures to those shown on this plan Creek; thence, tcLi a ck Creek; and thence to the Navasota River (Segment \ I and described in these notes may be required to prevent sediment from No. 1253). The Contractor is responsible for containing all sediment on—site leaving the work area. The contractor shall be responsible for clean—up by utilizing siltati n control devices, washdown areas, or seeding and sodding O CO C CO and restoration to original condition, including establishment or re—vegetation applications. It Is the responsibility of the contractor to utilize whatever ` of any lands or channels affected should construction sediment be found techniques that ale necessary to prevent erosion from this construction. \ I outside of limits of construction work. 3. All disturbed areas are to have establishment of grass as outlined below. Contractor is responsible for watering, a) maintenance and establishment of grass for a period of 90 0 }, days beyond project acceptance. Contractor to guarantee all O planted material growth and coverage for a period of 6 U months. Growth and coverage shall be defined as 100% of the planted area with uniform coverage of grass greater than 1" in height with no bare spots greater than 2 square - feet. A Second application of fibermulch is required for 0 4-1 bare spots not meeting coverage requirement within 60 days of initial application. Areas adjacent to the building and within the development to receive block sodding and/or landscaping are not included in this requirement. 0 O 4. Contractor is to maintain erosion control throughout duration of the project such that all work areas are to plan grades once vegetation is established. Insure sediment is not transported downstream from project' via hay bales UJ or silt fence installation. If erosion is observed in the field, additional erosion controls shall be installed. 5. Silt fencing is to be installed per detail In lieu of silt fencing, contractor may use straw bale barriers or continuous extruded fabric berm fitted with 3/4" gravel upon approval of the engineer. Sediment to be cleaned from silt fencing or other sediment control devices when depth of sediment reaches f1/3 total height of device. Contractor is to insure erosion control devices are consistently installed and properly maintained. NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING SAFETY. AND PROTECTING ALL BURIED UTILITIES. SHEET NO. 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SaaM -UO 1 /�dOUeO N ;'.v:.. ..... . �'�,�'�`' .'t'Zt�'>��'i'�r�t*T ���Y�y`'K'.s�+v ,F•'�`k'q`"at k=`�e�-�.,G °.v=�"ti 3.��,���. 7�`+t:fi���a�,�'�G �� 1 ( Al eue!u16M!n snolan 0 �unJ1-!}I W Ia a0' }1� ,IZ}e Mad!1e0,5'E Jou!e}uoO �e0 anti 9 oot,'z ati '11 Oil F .F`�`,(„5rr�� i 'Z,�,a saaJl �(doue0 ��� ��Y� � r��������. _ , v R a 1;M,k ,� ,u�:.r T' ',•"'i� d:. iu;;�.t ti"�i „'�-'' 1 :gF,•iP;,� : .8.,'v' .. `' u7''k t •� z7 z>rti,c T .�" °',' -se7? fi"Y'.t,;"f� '�r'="-°SY`a' lt/0 1N00 SWNN IVOINt/108 / 8Wt1N NOWWOO X10 SiNIOd S33211. ddb'0S1S82i1S r ti y _i�ry,.."bt,k . •'a' r":+"+�* " iS. r�- 3" L� .10�&� �.a<iS'.�" s zauo}eN, x e!waoM}sMa6rv� M Jadlle0 5Z' 6 `-u!W aue0 E Jau!e}uo0 AunJl-!}lnW aliaAW adeJO a}!yM ti 096 000 Lrl- sil!wnq sdoMaewego uolleJ OE Jaule}u00 wled ued UeaueJJa}!paVY g 0 hyo 1N 00 BWt/N TdOINVIO8 / 8IVWN NOWWOO X10 S1NIOd S882J1 AdONdO-NON wnyo!}s!p wn!poxe I ,IZ6 }e Jad!Ieo .ge Jou!e}u00 ssaJdA0 pleb L 006 Z eue!u16M!n snoaan0HE e Jadl a 1126 } Jauie uo � � ... I O ,15E } O �{e0 an! -1 6 00C I f ` seJ: a nuaJa -1yO 1N00 BWtfN If/OINf/108 / 3Wb'N NOWW00 Xl0 S1NIOd S8d211 AdONVO 31n(13HOS iNVId (-is 69) sManed 11 11 — IIZ-107 pas!e�l Junij, .,2-105 (L) �Do enn ,dA4 Pill sseMJ p wMa e n - 8 Ja ue } Id P asle 2i / -dA} •pn1 sseJO epnwJaB -dA} bu!y (£) uo1nW a9J1,19E / wJDd UDJ uoaug a}•IPGVq Maumo Aq pue 'Jaumo apoo Mad eouad Aq uol}eooi a} O t x LFt�r¢�"�y'r 4,��is1��+` a� x`.T{'FC' hz`,T P41" ��'r'•�`"fi f ,y" `:ya+� `e.�'�tj s�>;t�;c�,r 'rfiy, a ,' , e•F�'�s '�P' `=•'ra -, t X �jy w�-•. 1 W'� ,-ate C PFM'. r<. w d. S 5 4 S N t � 4 A K n t'S •t 1OOdgg ,4 t• t ,t .1, ec, �a w C a a . : '•. ' ... , 4.....i,..: �,. �_•._.:_.z?ax 5,:__a...,v>. _ �, '�• i� rte.,, s...,n ....- x:. srsd� -dA} 6ul6p3 laa}S M II S 0 16 32 48 feet E 1/1611 = 1'-0" - ..... 1" MANUFACTURER/MODEUDESCRIPTION i ♦I Ron 111vv I Vil I ® a a I& I& Hunter PROS -04 -CV 5' strip spray 41 Es LCs RCS Cs ss Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded 3,414 I.f. 1" Pi wiper seal with UV Resistant Material. Set 4" off hard surfaces. Valve Callout Hunter PROS -04 -CV 5' radius 4 o H F Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded KBI LT -T wiper seal with UV Resistant Material. Set 4" off hard surfaces. 70.4 I.f. @ & * Q Hunter PROS -04 -CV 8' radius 66 o T H F Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded er ICV -G 1" Valve Number wiper seal with UV Resistant Material. Set 4" off hard surfaces. 1" P 0 & 0 (a Hunter PROS -04 -CV 10' radius 13 o T H F Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded ID 4. VERIFY WORKING ACCESS TO ITEMS THROUGH MANUFACTURE IDENTIFICATION BF wiper seal with UV Resistant Material. Set 4" off hard surfaces. s 007 1" 00(&#0 Hunter PROS -04 -CV 12' radius 31 # # WATERING SCHEDULE © Hur wiper seal with UV Resistant Material. Set 4" off hard surfaces. 1 be approved by the owner's authorized representative. Hunter PROS -04 -CV 15' radius 25 o T H TT To F Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded Cor imercial Use. With two ICM -600 modules included. Wall mount wiper seal with UV Resistant Material. Set 4" off hard surfaces. .- Valve Flow by others. The irrigation contractor shall make the final connection from the Hunter PROS -04 -CV ADJ 40 1 rr Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded controller enclosure) shall be rri ire connectorspecifications is permissible. All connections, wiper seal with UV Resistant Material. Set 4" off hard surfaces. 7. FOR SUBSTITUTION REQUESTS: li3 !7 W © Hunter PCB 4 25 50 to 26 Flood Bubbler, 1/2" FIPT. #" Valve Size NUMBER MODEL TYPE PRECIP -h SUN MON TUE WED THU FRI SAT INJWEEK MIN./WEEK GAL./WEEK GAL./DAY 1 Hunter PCZ -101-25 Area for Dripline 0.75 in/ 12 min 12 min 12 min 12 min 12 min 12 min 12 min 1 80 72.1 10.3 location and condition of all utilities and be 2 Hunter PGV-101 G -S Turf Spray 1.52 in/h 14 min 2,013 s.f. 14 min In -Line Pressure Compensating Landscape Dripline with Built -In 14 min 1 40 667.2 222.4 lateral lines shall have a 3 Hunter PGV-101G-S Turf Spray 1.50 in/h 14 min 14 min 23. Contractor shall clea 14 min 1 40 773.9 258.0" location and installation of pipe sleeves through walls, under roadways and 4 Hunter PGV-101G-S Turf Spray 1.02 in/h 20 min 20 min 11. All work shall be installed in accordance with applicable codes and 20 min system shall be equipped with a controller as 1 59 529.4 176.5 5 Hunter PGV-101G-S Turf Spray 0.92 in/h 22 min have multiple cyclo start 22 min 11 Sch 40 Sleeve 22 min soak, including the capa(ity 1 66 186.7 62.2 6 Hunter PCZ -101-25 Area for Dripline 0.75 in/h 12 min 12 min 12 min 12 min 12 min 12 min 12 min 1 80 121.3 17.3 7 Hunter PGV-101G-S Bubbler 30.64 in/h 1 min 1 min 1 min 1 2 8 2.7 8 Hunter PCZ -101-25 Area for Dripline 0.75 in/h 12 min 12 min 12 min 12 min 12 min 12 min 12 min 1 80 1,007 143.9 9 Hunter PGV-101G-S Turf Spray 2.33 in/h 9 min 9 min 9 min 1 26 507 169 10 Hunter PGV-101G-S Turf Spray 2.18 in/h 10 min 10 min 10 min 1 28 544.7 181.6 11 Hunter PGV-101 G -S Turf Spray 1.32 in/h 16 min 16 min 16 min 1 46 690.1 230.0 12 Hunter PGV-101G-S Turf Spray 1.31 in/h 16 min 16 min 16 min 1 46 1,031 343.7 13 Hunter PCZ -101-25 Area for Dripline 0.75 in/h 12 min 12 min 12 min 12 min 12 min 12 min 12 min 1 80 55.1 7.9 14 Hunter PGV-101G-S Turf Spray 1.48 in/h 14 min 14 min 14 min 1 41 790.5 263.5 15 Hunter PGV-101G-S Turf Spray 1.42 in/h 15 min 15 min 15 min 1 43 989.4 329.8 16 Hunter PGV-101 G -S Turf Spray 1.42 in/h 15 min 15 min 15 min 1 43 531.5 177.2 17 Hunter PGV-101 G -S Turf Spray TOTALS: 1.33 in/h 16 min 230 48 16 min 230 48 16 min 230 48 48 1 _ 46 846 315.5 9,821 105.2 1 V 1) Sch 40 Sleeve 17 12.4 XL1"jr 1) Sch 40 Sleeve IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY ® a a I& I& Hunter PROS -04 -CV 5' strip spray 41 Es LCs RCS Cs ss Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded 3,414 I.f. 1" Pi wiper seal with UV Resistant Material. Set 4" off hard surfaces. 000 Hunter PROS -04 -CV 5' radius 4 o H F Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded KBI LT -T wiper seal with UV Resistant Material. Set 4" off hard surfaces. 70.4 I.f. @ & * Q Hunter PROS -04 -CV 8' radius 66 o T H F Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded er ICV -G 1" 1 wiper seal with UV Resistant Material. Set 4" off hard surfaces. 1" P 0 & 0 (a Hunter PROS -04 -CV 10' radius 13 o T H F Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded ID 4. VERIFY WORKING ACCESS TO ITEMS THROUGH MANUFACTURE IDENTIFICATION BF wiper seal with UV Resistant Material. Set 4" off hard surfaces. s 007 1" 00(&#0 Hunter PROS -04 -CV 12' radius 31 flow rate is 7.5 ft/s. Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded © Hur wiper seal with UV Resistant Material. Set 4" off hard surfaces. 1 be approved by the owner's authorized representative. Hunter PROS -04 -CV 15' radius 25 o T H TT To F Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded Cor imercial Use. With two ICM -600 modules included. Wall mount wiper seal with UV Resistant Material. Set 4" off hard surfaces. by others. The irrigation contractor shall make the final connection from the Hunter PROS -04 -CV ADJ 40 1 rr Turf Spray, 4.0" Pop -Up. With Drain Check Valve. Co -molded controller enclosure) shall be rri ire connectorspecifications is permissible. All connections, wiper seal with UV Resistant Material. Set 4" off hard surfaces. 7. FOR SUBSTITUTION REQUESTS: li3 !7 W © Hunter PCB 4 25 50 to 26 Flood Bubbler, 1/2" FIPT. otherwise specified. Heads shall be black in color. All sprinkler head and SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY 19 Hunter PCZ -101-25 1" 4 Drip Control Valve Kit. 1" PGV globe valve with 1" HY100 filter charges and fees and give all necessary notices for the completion of work. system. Pressure Regulation: 25psi. Flow range: 0.5 GPM to 15 6. The irrigation contractor shall flush and adjust all sprinkler heads and FINISH GRADE GPM. 150 mesh stainless steel screen. Q Netafim TL050MFV-1 1 Automatic flush valve, 1/2" male pipe thread. Set in 6" Round Valve Do not adjust at the heacj unless absolutely necessary. Box. 7. This design is diagrammatic. All piping, valves, etc., shown within paved 21. Extreme care shall to Netafim TLAVRV 4 areas is for design clarification only. Adjust head and line location with AirNacuum relief valve, 1/2" male pipe thread. Set ion 6" Round location and condition of all utilities and be Valve Box at highest point in the zone. responsible for damage to any utilities. Area to Receive Dripline Hunter PLD -10-18 (18) 2,013 s.f. In -Line Pressure Compensating Landscape Dripline with Built -In Check Valve. 1.0GPH emitters at 18.0" O.C. Dripline laterals installed with a minimum of 12" of cover. The spaced at 18.0" apart, with emitters offset for triangular pattern. UV lateral lines shall have a 'inimum of 8" of cover. Resistant. Staple every 10' minimum. with all grade differences, location of walls, retaining walls, structures and SYMBOL MAN UFACTURER/MODEUDESCRIPTION QTY tion Meter Provided Hunter PGV-101G-S 1" 14 3,414 I.f. 1" Pi astic Electric Remote Control Valve, Slip x Slip Inlet/Outlet. Irrig) Glo a Configuration, With Flow Control. PVC, Class 200 irrigation pipe. KBI LT -T 11 70.4 I.f. PVC Scheule 40 Ball Valve, FIPT X FIPT e a Re istered License Irrigator in the State of G) H.,j er ICV -G 1" 1 G) 1" P astic Electric Master Valve, Globe Configuration, with NPT I Valve Callout governing authorities. Thr aded Inlet/Outlet, for Commercial Use. ID 4. VERIFY WORKING ACCESS TO ITEMS THROUGH MANUFACTURE IDENTIFICATION BF Wa4 s 007 1" 1 Valve Size ma flow rate is 7.5 ft/s. „ 1 © Hur erlC-1800-M 1 be approved by the owner's authorized representative. Mo lar Controller, 18 stations, Outdoor Model, Metal Cabinet. 14 0.69 4. 120 VAC electrical power source at controller location shall be provided Cor imercial Use. With two ICM -600 modules included. Wall mount ect. All connections in the 24 volt wiring outside the I*] 0 M Hun�er WR-CLIK 1 Rai Sensor, install within 1000 ft of controller, in line of sight. 22- 8 VACNDC 100 mA power from timer transformer. Mount as not ed. Wa s Pressure RegulatorX65B 1 1" alts Pressure Regulator Model X65B, NPT Threaded Female, Bra s Walks Wye Strainer 777S 1 2" alts Bronze, Wye -Pattern Strainer with Tapped Retainer Cap, Mo el777s 16 23.0 IRRIGATION NOTES 1 Irrig tion Meter Provided 1. Pipe sizes shall conform to those shown on the drawings. No Irrig) tion Lateral Line: PVC Class 200 SDR 21 3/4" 3,414 I.f. PVC Class 200 irrigation pipe. Irrig) tion Lateral Line: PVC Class 200 SDR 21 1" 256.1 I.f. PVC, Class 200 irrigation pipe. removed from the site at the time of said rejection. Irrig) tion Lateral Line: PVC Class 200 SDR 21' 1 1/2" 70.4 I.f. PVC, Class 200 irrigation pipe. e a Re istered License Irrigator in the State of Irrig) tion Mainline: PVC Schedule 40 2" 1,063 I.f. Pipe Sleeve: PVC Schedule 40 i 434.1 I.f. EQ. I Valve Callout governing authorities. REGULATOR MODEL Valve Number 1 11 ID 4. VERIFY WORKING ACCESS TO ITEMS THROUGH MANUFACTURE IDENTIFICATION # # ,x Valve Flow es, gate valves, quick couplers, control wire and #" Valve Size computer cable pull points 16 23.0 IRRIGATION NOTES 4" ANGULAR LIMESTO 1" 1. Pipe sizes shall conform to those shown on the drawings. No U) L. to pressure reading at the irrigation point of connection to the owner's 24. Irrigation in Texas is 1 authorized representative. Environmental Quality, P.O. substitutions of smaller pipe sizes shall be permitted, but substitutions of W x, 1) Sch 40 Sleeve larger sizes may be approved. All damaged and rejected pipe shall be ^ O a) SPECIFICATIONS REQUIRE -WHICHEVER IS GREATER. 2" WATTS MODEL 007 or installina the piping. The contractor will be removed from the site at the time of said rejection. r will be responsible for maintaining a clean and brought to the attention of the owner's authorized representative. In the installed. event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 26. The irrigation contract safe 'obsite within the scdoe 14. All sprinkler equipment not otherwise detailed or specified shall be The landscape architect a installed as per manufacturer's recommendations and specifications. installation for un -safe and These could result in a jo 15. The irrigation contractor shall install serviceable check valves on all cared for. The irrigation heads in areas where finish grade exceeds 4:1, where post valve shutoff incurred for addressina thise cc W _ O 16. The contractor shall e a Re istered License Irrigator in the State of nform to all codes as stated in section 34 of the 2. Contractor to install all backflow prevention devices and all piping Texas. Contractor must a between the point of connection and the backflow preventer as per local and Texas Water Code and TC EQ. 15 19.3 governing authorities. REGULATOR MODEL 58 SET ID 4. VERIFY WORKING ACCESS TO ITEMS THROUGH MANUFACTURE IDENTIFICATION 17. All remote control va es, gate valves, quick couplers, control wire and 3. Final location of the backflow preventer and automatic controller shall computer cable pull points shall be installed in approved valves boxes with „ 1 2" SCH40 BALL 5. VERIFY VISIBILITY FOR BACKFLOW 4' be approved by the owner's authorized representative. covers. DEVICE IDENTIFICATION DATA. HUNTER MASTER METER BOX 14 0.69 4. 120 VAC electrical power source at controller location shall be provided 18. Waterproof Connector to be used on all wire connections. Submit ect. All connections in the 24 volt wiring outside the by others. The irrigation contractor shall make the final connection from the sample to landscape archi de with 3M D1311-6 waterproof, strain -relieving direct burial 1 rr electrical source to the controller. controller enclosure) shall be rri ire connectorspecifications is permissible. All connections, 10" ROUND VALVE 7. FOR SUBSTITUTION REQUESTS: connectors. No substitution of d in valve boxes for future location and service. 5. All sprinkler heads shall be set perpendicular to finish grade unless tees, andsplices shall be osition SEE LANDSCAPE ARCHITECT. 10" ROUND VALVE BOX 12" TYP otherwise specified. Heads shall be black in color. All sprinkler head and -NO SUBSTITUTION drip tubing shall be a minimum of 4" from all hard surfaces. 19. Irrigation Contractor Eholl procure all permits license, and pay all charges and fees and give all necessary notices for the completion of work. 6. The irrigation contractor shall flush and adjust all sprinkler heads and FINISH GRADE CONNECTORS (3M valves for optimum coverage with minimal overspray onto walks, streets, walls, 20. All valves to be adju� ted to minimize fogging and maximized coverage. etc. Do not adjust at the heacj unless absolutely necessary. 7. This design is diagrammatic. All piping, valves, etc., shown within paved 21. Extreme care shall to exercised in excavating and working near utilities. areas is for design clarification only. Adjust head and line location with Contractor shall verify the location and condition of all utilities and be approval of Landscape Architect and Owners Representative to accommodate responsible for damage to any utilities. existing job conditions. 22. The mainline shall be installed with a minimum of 12" of cover. The 8. It is the responsibility of the irrigation contractor to familiarize himself lateral lines shall have a 'inimum of 8" of cover. with all grade differences, location of walls, retaining walls, structures and utilities. The irrigation contractor shall repair or replace all items damaged 23. Contractor shall clea ly mark all exposed excavations, materials and by his work. He shall coordinate his work with other contractors for the equipment. Cover or barr'cade trenches when the contractor is not on the location and installation of pipe sleeves through walls, under roadways and site. Take all necessary safety precautions to protect and prevent injury to paving, etc. any persons on the site. 11. All work shall be installed in accordance with applicable codes and 24. The automatic irrigation system shall be equipped with a controller as ordinances of the City of College Station, the State of Texas, and the noted. Controller shall be capable of dual or multiple programming with the National Electrical Code and all governing authorities. ability for multiple stations to operate at the some time. Controllers shall have multiple cyclo start apocity and a flexible calendar program, cycle and 11 Sch 40 Sleeve 12. The sprinkler system design is based on a minimum static pressure of soak, including the capa(ity of being set to water every five days. The Jp0004Q0 S�ov OF Te�s°0�,: a doe°°°°°°°°°°°°°°°°°°a�° ROBERT B. RUTH 0 1434 � e 7` p° 04c q SPI ° o4= 11/22/13 75 psi and a maximum flow demand of 30 gpm. The irrigation contractor automatic irrigation systerr shall be equipped with a weather monitoring and 4" ANGULAR LIMESTO shall verify water pressures prior to construction. Report any difference rain sensor shutoff device. /-13 22.4 between the water pressure indicated on the drawings and the actual 1. INSTALL VALVE BOXES WITH A MINIMUM OR 12" FOUR (4) BRICKS PER VALVE BOX U) L. to pressure reading at the irrigation point of connection to the owner's 24. Irrigation in Texas is 1 authorized representative. Environmental Quality, P.O. regulated by the Texas Commission on Box 13087, Austin, Texas 78711 -3087. W x, 13. Do not willfully install the sprinkler system as shown on the drawings 25. The irrigation contract %4' when it is obvious in the field that unknown obstructions, grade differences architect for preliminary inbloection or differences in the area dimensions exist that might not have been locations prior to trenchin considered in the engineering, Such obstructions or differences should be responsible for re-installin r will provide 48 hour notice to landscape of head layout flogging and mainline ^ O a) SPECIFICATIONS REQUIRE -WHICHEVER IS GREATER. 2" WATTS MODEL 007 or installina the piping. The contractor will be an such material that is nota roved to be r will be responsible for maintaining a clean and brought to the attention of the owner's authorized representative. In the installed. event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 26. The irrigation contract safe 'obsite within the scdoe 14. All sprinkler equipment not otherwise detailed or specified shall be The landscape architect a installed as per manufacturer's recommendations and specifications. installation for un -safe and These could result in a jo 15. The irrigation contractor shall install serviceable check valves on all cared for. The irrigation heads in areas where finish grade exceeds 4:1, where post valve shutoff incurred for addressina thise cc W _ O of responsibility of the irrigation contractor. d/or the owner's representative will observe the non -industry standards for irrigation installation. stoppage until such items are addressed and ontractor will bear complete responsibility for costs issues. draining of the irrigation head occurs or as directed by the owner's t 1` authorized representative. V REGULATOR MODEL NOTES: 4" ANGULAR LIMESTO IE SIX (6) 1. INSTALL VALVE BOXES WITH A MINIMUM OR 12" FOUR (4) BRICKS PER VALVE BOX INCH DEPTH MINIMUM TYPICAL SPACING OR AS REGULATORY AUTHORITY TO SET VALVE BOX LEVEL TYPICAL 2" WATTS MODEL 777 SPECIFICATIONS REQUIRE -WHICHEVER IS GREATER. 2" WATTS MODEL 007 WYE STRAINER 2. ONLY USE ONE (1) ITEM PER VALVE BOX. DOUBLE CHECK ASSEMBLY 3. USE FOUR (4) BRICKS MINIMUM PER VALVE BOX TO 2" WATTS PRESSURE BLOCK VALVE BOXES AND SET LEVEL TO FINISH GRADE. VERIFY ABILITY TEST &READ REGULATOR MODEL 58 SET ID 4. VERIFY WORKING ACCESS TO ITEMS THROUGH MANUFACTURE IDENTIFICATION AT 75 PSI IF REQUIRE VALVE BOX LID OPENING. STAMP THROUGH LID OPENING 2" SCH40 BALL 5. VERIFY VISIBILITY FOR BACKFLOW VALVE DEVICE IDENTIFICATION DATA. HUNTER MASTER METER BOX -NO METAL GATE 6. PACK SOIL TIGHTLY BETWEEN VALVE MODEL ICV -261 -NO SUBSTITUTIONS VALVES VALVE BOXES. METER BOX- 10" ROUND VALVE 7. FOR SUBSTITUTION REQUESTS: NO SUBSTITUTIONS BOX SEE LANDSCAPE ARCHITECT. 10" ROUND VALVE BOX 12" TYP -NO SUBSTITUTION 8.USE UL LISTED UNDERGROUND -NO SUBSTITUTIONS DRI -SPLICE WATERPROOF FINISH GRADEri MODEL DBR6) 1 FINISH GRADE CONNECTORS (3M Point of Connection (POC) -To be installed near existing meter as shown or as directed by Owner's Representative. POC shown here for clarity. Verify 30 GPM flow and 75 PSI static before installing. If these criteria are not available -Contact Landscape Architect prior to installation. 01 AUTOMAT113ASTER DOUBLE CHECK VALVE I INLINE PRWSEUREREGULATOR I MARAINER BALL�ALVOFF I EXISTING RATER VALVE POINT OF CONNECTION WITH MASTERVALVE NTS EXISTING WATER METER - VERIFY FLOW REQUIREMENTS EXISTING METER BOX FINISH GRADE -Godlm- DIRECTION OF WATER FLOW DETAIL -FILE Date: 11/22/13 Initial: 10/11/13 Revision 1: 11/18/13 Revision 2: 11/19/13 Revision 2: 11/22/13 Sheet Number LS2 Sheet 2 of 2 jo laaqsq� jE)qwnN PENS C G/ZZ/ :C LIOISIAG�j C V6 :Z LIO!S!A@�j C x/13 : � LIOISIAG2j W :10PI c VZZ/ � t :91ecill ��J (0) (D = CD CQ CD rl� O CD X cn WZZ4� *t,6CZ 9013UP0 40 .Jed se uoijelle1sui uodn palsel pue palle1sui aq Isnw S901AGP MOJ_ NOeq 11V wilorulswo buijnp peqjnlsip Apedcud jueoefpe pue 1Aem-jo-sjq6p 'Noeciles jol buiNied aqj'seaje e6eupip pue selems'spuelsi jol 6uiNjed ui paiinbei si sseJB jelumad io'(GSOOI IOU) NOW 9AIIL>JOOGP TUIAed 9A1jeJO09p 'JGAOOpunoib 10 GBeJGAOO %006 dAl (6312]VA H1ON31)'3N0.IS 2:13d S2JVG C# OM1 . 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