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HomeMy WebLinkAboutDrawingsI � I I . I I � I � I I . I � . I . � . � . I I . � I � � I I . � I I . � . I . � I � � I . . . I I � � I � I I . I I .1 . . . I . . I � . � 1. I b. � I . . I I . � �. I . I � I � -_7 I � ­ � . 1. I � .. I I ,� . I . .. 11 I . I I � . 1. I . I . � IN-_ ____ . . I I I . . I . I � I . I I � I I � .. I . . � I . � � � I . � . I I � � I I I I � I � I I I � I I . I I I I . I . I � I . . . I . I I I I I I . � . I . I . I I . I . � . I � . � I I I I � I 1. � � I I � I � I � . I I % I I . � � . I I . I I I I I I .1 _1 --- -_ -- -_ , I � I . " I � .1 � . . . . � I I . I I I . � � ------- ­­­ I I I � . . � � I I - �� -_ - ------. � I 1. . � . I I -11 : I ­ I.., I I . � . .1 � I I I � � I I I I � I � I I I � I I I � I � . I � I � . I I I . I 11 � I � I � i � � � . I I � � . I I I . I I . I I . . I . I . � �. . I � �-��1110� . _� I _111----1111-.1_, � I ,. !I . I . i . . �� I 1, I I � I i� I . I . I i, I 11 I 1� .1 I . )� � �� � I I � I I I � . . i� . I I I . . I . I . � I I I I I � I � . - - --- I � I I � — - - I 11 I I � --- — ----- I . I ____ I � I � � I I I I . I I � I I I � I I � I � I I .1 I r * � I . I I I . I � I . � I I "" . . . I � . , . . � I ,e . / FIRE LANE. STRIPING I I I - I I . � I . I I :GENERAL NOTES: I I . I ---) � I . . I � . 11 I � 1� � � � .11 . . �, I . � . I � . . I I . ,.,/ � � / ,", � I I I I ,,, I . I . i I I , I � . . .1 11 I � . . .. I I , 11 . I . . . I . � . - � � I � I � I . � � I . I I . I . . I I I . . I � � I . . I I - � I I I . � . : I , ­� I . N I I 4 I � , . I � § I , I I I 11 I I . I � - . I . � I . I I . I I I'll . I I . . I . � I . I . I . ­ . I I . .. .. . I � . . � I I . . I I I � _. ��� I . I I . � . I . . I � 11 11 I . � I I I I . I I I . . . I I � � I , . I I . I . I I I I ` . it, I I . . I I . � � I I I. I I I � � I � . I., . I � . � � � � . � I . I I I . . I 1 6 � � � � � � .� 0 I I I I � . � . ,. �� — I , I I .. � � I I . I . — � I � � I I I I I I I � I I I � I � � . � I � i 11 I I . . � I I � � I . . � I I � . I ;� I . . . I . I � � � I I � � I . I I I � . I I � . I .. 11 I I � � . . . . . I � � � . I I I I I . I I � I �� I I I 1:1 I I . I � � .1 I � I I I k .�t' � � � I . I � I � I k I I � I I I I . I I . I � � . I I . � I I I I . � I I I I I I � . � � I � � I I � � I . I I I I I I I I . . � I � I I . I � � I I I � I � . . I I 1. I . . I � . I . I I I � . I I I . . . . I I . I . � I . . . � I . . I � . � I I . . I I I . � . 11 � I I . . I I I . � . I I I � . I . . . � : � I � . . � � . � . � . I I I I I � I I I �� . . I . I / I/ I . I I . . ,. ""',,"", Orr-UIr-IU/AIIUNZ:5A U t=UUIhtIVIlz b � �� .1 . I 1. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF � . I I . � I . I I . . . I I I �/ I I . - I I � � I . I � . � THE STANDARD SPECIFICATIONS OF CITY OF COLLEGE STATION, TEXAS, � � . / � � THE ACCESS ROADWAY AND/OR FIRE LANE SHALL BE STRIPED ON A WHEN REQUIRED DURING CONSTRUCTION OR OTHER TEMPORARY USE, I : I I I I � � I . I . I I . I I/ I I I \ . PAVED SURFACE, AND BE CLEARLY MARKED ON THE PAVEMENT WITH APPROVED SIGNS SHALL BE PROVIDED AND MAINTAINED FOR FIRE APPA L . . I I ,�, I � . . . I . I I I . I I RATUS 2. 1 CONTRACTOR SHALL PROVIDE "AS BUILT" PLANS TO THE ENGINEER I � I I � / ,1 I I / I � . I A "RED" LINE AT LEAST FOUR (4) INCHES WIDE� "FIRE LANE - NO ACCESS ROADS TO IDENTIFY SUCH ROADS AND PROHIBIT THE OBSTRUCTION SO THAT THE REPRODUCIBLES OF THE ENGINEERING PLANS MAY . I I I � . I . � I � � I . I : / I I PARKING - TOW AWAY ZONE " IN NOT LESS THAN FOUR (4) INCH � THEREOF OR BOTH., SIGN MUST BE SECURED 80 THAT THEY CANNOT BE I BE CORRECTED TO REFLECT "AS BUILT" CONDITIONS. I I I . I I I . . � I . / I I � ,� �Ilk \ �-�`,.'k . LETTERS IN "WHITE" SHALL BE PLACED EVERY OTHER FIFTEEN (15) MOVED UNTIL PERMANENT FIRE LANE IS PAINTED. 1 3. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL I . I I ,�/ ... ,.� - � - I . � � � . I � � I"'. / \ ­,,k.,� I . FEET ON THE STRIP. WHERE THE FIRE LANE IS ADJACENT TO A CURB, . NECESSARY WARNING AND SAFETY DEVICES (FLASHING LIGHTS, . � . � . - I . I / I I I / 11:1 -.1,`-1. . , 7te 1 � FIRELANES SHALL REMAIN OPENIACCESSIBLE AT ALL I - . � I � . . I I . � � I I . / . I � I � ", lklll � - ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR TIME DURING CONSTRUCTION. � � BARRICADES, SIGNS, ETC.) TO PROTECT THE PUBLIC SAFETY AND . . I / ­­ ...... .. - .... __&­ I .1 + . I I . I I I I I / / I 11 1�; INCH (4") WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW I . HEALTH UNTIL THE WORK HAS BEEN COMPLETED I . I I � . � I � . . /I I / , ".., I � 1�'. " - I . ,� � I " "I 1. \ ," I AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN I FIFTEEN 2. FIRELANE STRIPING & PAVING SPECIFICATIONS SHALL AND ACCEPTED BY THE CITY. � I � � I .1 . I . / I I � 1/', ?" "I ,..,.,.,.,-, . ... , 1. \, I . BE PER CITY'S GENERAL DESIGN STANDARDS DETAIL � � . � . I I I I . � I I , , , I , I � / I � . � , .,,� I I ,� I I I I " / 1\ ... \ 1��., FEET (15') APART. INCHES PAINTED IN "YELLOW" SHALL BE PLACED AT I . I I I I � � , / ,� I I I I I / I , / , " .�� , 3. FIRELANE SHALL BE INSTALLED & ACCEPTED BY THE 'ALL ROOFAND GROUND -MOUNTED MECHANICAL EQUIPMENT . � . . I I � � /" , """', � I ..ALL ENTRANCES TO THE FIRE LANE (LETTERING MAY BE LARGER, BUT . . 4. 1 1 1 . I . . � ,," / , \ \ .1 `�11:�::, . I . � I � � . SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT I I � I , I . � I I � . . I I I . � , I / / ,/1", , " ".' - ". �. 18" IS MINIMUM). ALL FIRE LANES SHALL CONNECT AT BOTH ENDS TO � CITY PRIOR TO ANY CONSTRUCTION ABOVE THE r I � . I I � � I I � � � ,/ .,.".. \ I \.. 11 I � TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR . I . � 1. I " ,"", I \ - �... . 1, �`­\_,--- . FOUNDATION. . � ,, � I I . . I / .,'. � 11-1. - , -, .` ." I I A DEDICATED STREET OR BE CONSTRUCTED WITH TURNAROUND I I I !� '�' , , , I . I I I I I . I I � . I I / ,,, /1"", / I \ I 1�...'� �,: � RESIDENTIAL DISTRICT WITHIN 150'OF THE SUBJECT LOT, I �: I � � . . 11 , / ',, �.,.� 11 � � \, ., �ff;�-,. . . � . � .11 '. I I - . AREAS AT THE DEAD-END WITH A MINIMUM RADIUS OF FIFTY (50) � I I .11 �� I / .1. �11 I ASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH . . � I / I / ,�'. " . I ` "I , I I . E �� I .".,. - 1�11 � . � � � �: I I . � � � I / � / ,��* I ", . \­ 111�1 FEET. ALL PAINT REFERRED TO SHALL BE A TRAFFIC MARKING PAINT. . � M I ,i . , , . . . ". A REENING SHALL BE COORDINATED WITH THE BUILDING I � � . , I I . / . � ,", / I � \ 'k . � I . / ", ,,�,��,' '11-P I . I .\ - � .� :**\ IRRIGATION NOTES: � I � 'S . � . I .." ." - - � I � � I I : I . I . .1 ......... 11. .. � . I , � I I . . I " .. . ... + - , 1'1.1�_ 1ACCHITECTURE AND SCALE TO MAINTAIN A UNIFIED I . � � / &I I . /I �/," / \ + . I . I I ii � "",� I . �� � .\..*." " � I I \ I "I . � I � I � I I I � � 1, I y- �� �,\, / I I I ." 4` - I '1`11,1' 1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE I I ANCE." I I � I " ,..,' ." � � I . N :;;�, ,::;:. . � I � I I / ,�� ";S ,�� �� / -` ",/,", ,,, . . \ 1*11. �� . I � I I . � ". I � \ / . .e�-�� I . STATION STANDARD DETAILS AND SPECIFICATIONS. I � . � I � . CO .. G" � I ell\ / '.11 " .$` �..., � , .:::, . I I . I I �` - , I, ."." � " I \ I j .." 1� I . 5., EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE . � � I I . "e, .,,,� I I � . I I . � I I >, 1�- <c / 11" . 11� ,1 I I I . . 2. IRRIGATION CONTRACTOR TO SUBMIT SHOP DRAWINGS OF IRRIGATION TANDARDS OF SECTION 7.1 0 OF THE UNIFIED DEVELOPMENT I I ,q Q . I ,�', \ I . I , ", . � . � � 01 'p Q) 11 " ,/ I I LAYOUT AND LIST OF EQUIPMENT PRIOR TO INSTALLATION. I � � � . � . I I I I Q T / ,,�. ,,, . I �1, " � . , 4�-` , .1 :,\ RDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW i� I � � 1:�� ') ,�,, I I ��, I, , , I . � . I / . ,�', �,,, / I . \ ",", . ", I 1`1 . I � ,� I � 1. I'll � � ��' """ "" ... .1 . I I � ", \,, 'A I "� � � � � 1, I . ". .: I ,�,. I � � ", 4jR-* 4� t'Z4 'Z' "I, I,". I . I I . 1. . �. \ " " . 3. POWER TO CONTROLLER SUPPLIED BY OTHERS. ON OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY . I , I I . " " � 11 �, I . 'A � � � . ,\, C-, � . � D ,., ", "'. 141' I . � I � 111. 1��, `�\ � � I � I .0 , I/ ,,, , \, ."', I � I � � . . q .,,,,Y ��, "I .11, ��, I I I I I ", 11.1 4e, ,,-I.- - I � I I PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED I 11 i I / . : . . I I ", I " . " : MLL rIE:MU r-LfA%aC1V1r_V1 I MINU 1-11-1114k4y 1.:� u1Atvm)1\IvHvImI lu. � � i . I I � I I 11 . . \11. I I I � I I I . � � " , / / � I � I 11'. .�k. I . I D CONE OF LIGHT . � I . I � � �: I I � i . I � . � � . , I '11, Z, -�� 5. HEADS AND PIPING SHALL BE INSTALLED INSIDE PROPERTY LINE, DOES NOT CROSS ANY PROPERTY LINE. I . �; . I . . . I �� ,;?z ,(�, \>" " � I � I .. '. -,- IN SUCH A MANNER THAT THE PROJECTE --. . I . � I I . . � I I.. . I - I . . / I I N� 0 / / ., 1�. \�, /)), '�, I � . . � . I � /', I ,,,,, 1�,,�/ "... ` �'�, I . . I I . I � . I I I . I .,,,* ., �0 /4�,�,;z �� �1'1 ." , � I .� ; (I �, ` . ; I . . I . I . ,.,, , .. r z " -�� � I . . � , I � ,: � . � . I � ' 0 � , 1\� I * i � : 1� � � ", ". . � I � . : . "". I . V . I � � I I - ' <�� , \ ., 1 6. ALLLATERAL � 1, I I I I I . I . � � I � I ` �,, . I PIPING NOT SIZED IS 112". 6. 1 THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS I � I � I � /..1. , . I � I I . I I � . � I �'.'..,,,, //' �,,� ,,'.,,, �, ,,, . I I I I ".1 11 I I � .,. I I . I I ; I . I ". I , I I �! � I � � . I 11 . '. N�4 \ " ,�" 11 �11 . I . �, . I I I I I \\,, � ", " "I"," ...X., . . - I I � "I ... I �� I " *1 . � 'ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR I . . . I � . " 7. ADJUST SPRAYS SUCH THAT MINIMAL WATER OVER SPRAYS PARKING 1 I . I . � I � � I . I I -`� ," ,,, 0 14 \9 . \X / ..,/ . / 11 / I-, ... , .., 4� *' I '�\ -.11711 �: � � I I . L " , I � . I I . . . I I I I I . - � I . . I 11 ,11 ,,"" / 41�� V, - / ,,,,'/' ..'.1 � LOT 4R I \,", 1, . I I TO LOCATE AND VERIFY IN THE FIELD ANY UTILITIES THAT MAY � �� '. I I I � . . I/ 101 . \\x,/ ,' .., /\1 I . �1' ,,� z I � : I .� � . � I , ... k-, ,,�., . AREAS AND DRIVEWAYS, YET ALLOWS SUFFICIENT COVERAGE. - I I . I . I I I I I � I I . I "'o , "" ...,\ ,\. � \ . _1/ � I . I . I \ � 1� 'kl.. - I CONFLICT WITH THIS CONSTRUCTION. AT LEAST 24 HOURS PRIOR, � � I . . . � I . . I I . � I � I '... .14" , 1� I ", . I I e I , .",-, . I � . I I � I � \ I � I ", " '-��. "' � I � I , L*.1 %X // "" I "_ '. '�, I a . \. � I "I I � I . � I . � I . I . � / " \ ', �',11 '.. \ R : 0.629 c cres '. I .,� . ,,, / \ ,1 I" �� . � . � � . / , 4� 1 .11 .1 .��.., ?�� � . I ", .!-,,,_.-, 8. DISTRIBUTIONS LINES ARE TO BE BURIED 12" BELOW FINISHED GRADE, TO BEGINNING CONSTRUCTION IN THE VICINITY OF UNDERGROUND I " � I . � . . I � '. \ " I I � ,., . I ., ...'.. � ,: � � I I I I I .. - �/ I I %. .. ... ,I,) .. ,. � I I � � I I I . I I . I � I , .. , �,,,,,, I \,.,(\. 11" � ,," 10" __ CD I I I.",, \\ .. , , I : UTILITIES, NOTIFY THE FOLLOWING APPLICABLE: � I �� I - . I I 1p, � ,", \,\ .., I I � � I � . � I - �� . � I . I I ,,',\\\v1 :.,. � I . � X .. '. 1'� -, I I . . I . � � I . . ,,, I /' '4� I� / I � I . \ ` . .... .. � , 4 co 27,400 scl ft *,%� " * MULCH TOP COVERING IS NOT TO BE CONSIDERED SOIL. . h \ / ' ."- 4�_ ,.- ....'�-, -� � , ; I . - -, ` - * . . I . . I . . I I / _"S.. . I �,,, ,- ,L�\ X � I /1I, . r; . ..., 1. '. ... - � � � �, - -��--- � I � I � . I ,* . - :� I . / I IN I .." .. 'k�::.: i� I ,e� .,,-4 ,�< _,�(- I . "'I,; .,"\ \ \/ � ,.r, . I I \\ '.. ,',',,-'.,/ �.., � I , I I I .", - " ., 1�1 1 1!�7 j. � . .� ATmbS GAS � 1. " . 1 9. ALL EQUIPMENT TO BE RAINBIRD MODEL OR APPROVED EQUAL; �� � I . . I .'- ,V`-4. ".- , .,..,*�"", � . . I � I I � % I/ ,-IN. \ I ,::/ "ll , , ,-.-`.-,".,:--! ".- � � ', .0 'D I �,I I I � \1, , ..." ,/.�: � I I ..��. � � ....-T- I , .11 - I `z' I" \\ , I I .. 4/11 , _� , .. I � . , .11,q, ,1 \ \ \ " .. , -N . SAUL KESWANI & � , �, '. -N '....... I � (I I I ,,� I � . - � 11 I � "I � "' / , 1.11 / ".. 1�1 I \1. �",...,..:..--:-_ VERIZON . �� � .11 4� 0�1' " , \ \ 11 10. ALL DISTRIBUTION LINES SHALL BE CL 200 PVC. � , ,�� � I .. I ,�, . - .1. � �, .., I I ) I . :i ,., " 1, .".,� � ..'�*....`:, _<," ". I . � I I . I �§ . . n. ."O I.." ..." \ / I /I lz I I I 1111 , .. � I I- il � � I " 01" 0 , / , � q12 � ,.,. . 1$�� ..... , . � � I I � \. ,,�, \ \ / '. ANITA HARDEVI ., \�, - I I . ,,"', .,-"" """, I C!,.x .?� ... \, . -f .`...�­ !SUDDENLINK � 1 � ." : . 1. . / . ` �." - 11, ALL SLEEVES SHALL BE SCH 40 PVC. I . . , ,,- 0, \ :1 '. -1 * I I � - I . I I I " / I _\1 /" L, X 11 "'. � ...... �: . �, I I I . . 11 10N ,,,- A.,,<, .,"I �' / I - , I I � , +* I .,��- I . � I . . I "�- 1. *11, I'll ". I I g \, .--..",-4*-..z-`. I.., / � . I I I , .- 9 , / .,�, \ ..n 6.." 1 � I COLLEGE STATION UTILITIES � 1, I I e"I", I I '. '. . �.. / k, / . '.. " ,� .,. ""I.".. .. .. I I / \\ - I � I I I ,\�'_ " I ,�, . \ 68715/125 1 , .. , I 1-1 ""' / � I L, 11 I . . I . ,,,.e4.z ,�� � V L, 111 � A�� :....... . . 1�1 .� � I , <6 , . /z, ,­. , I ., . I*' Q �.,,' , - \ . . . � . , " � I . " , -$1 ,�K 11 *: 7. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE k � ." .", 0 . \ . � I � I �/ ., , , �/ , . � � , �11",. , e / .%.­�!..,<::-.,�'-..,- " � . I I I I I � I "', +.111 - "I 4 � �(b" , \ . 1, � . . � P , , 11 I .. _��:�. � . . . , . ,.,,,, "'," ;.,..--1-..'i---- ,� . -1 I- "P. /' ,,�§c I "" , I ."", ," !_' " . ," � . 1� . . j �,,' .. � .�11 \ ., � I I , ..�, 1� I ,..,. I '. >( , k / . I '. ...1. / � �; I?- 4'� 0 "" ,,, "' / .., �-O .. I , _ ... . .. .. I �, ""I, '4 . 0 / �1* � / I, I I I I . .1 1, I * I - - IV � .1 I - ", _.,... . � . I ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, I 1� . - +-- .../ *.. � ._ I . I . I /I 'I- 1. � #1"', '.., I � . � � . A� ,e I I , - I . . , - " " , I ' I I I I 11" /' - .. , I 1� I / . -, .1 I . \ , � §1 ,/I -1, I I I , 1.11 I - I I I /� / 4qz L, / :'e` 1.�'../" -, I / 11, 1`1 � I 1�� 11 . i..'. � , ... I . iSWALES AND DRAINAGE AREAS, THE. PARKING LOT SETBACK, RIGHTS-OF-WAY, I I , I 1, / . .R. " I � - � � � I � I I � � . I ., �1' ,,`�_ "Ile 'I", � .0 / " ,,- / � . .11'... / - . \,"." 11. � \ I I I . 4 /I ,.I'. ., .S1 1, I � . I . I I � � AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. I . �: I " , C), / 's ," -,�- .", I.., ­....,: I I I � �� I . I I - 0 , I 1, *­ / � I . . ,,"", " ,% � � I,' " \ ... `, \ I . I ii � I '-v ,�, IN 1011 1\ .1 .1 .., '. I I I I / �,- " . . . I I I !: . . I.. . I , � I I I ,,, e / ". , , � I I . ...: \ I ,,,, ". /" el .,.... - 3z -1 "", ,.. .. 11.1..., . I \ I I I � " .", � '.1 'I.".., I � - - � I � - _�ESS! IRE--VACUUI\A--- - - ­ -__� - .- ­­ , , �, '. * '� .1111, I � I. I � . � .:�� I - � - I � 8, JRR!GATION SYSTE-M-WILL-BE PROTECT ED-BY-EITHER-Jk Pi .. - . I I �, / I , \\ .t I-- 6 , , / - ;�� s.,* >-_`.`� . I 1:� . �, I I � " " * 0\ I " ., ., , . - '11111, -1 � �, - s., e I � I I'll, .... - , "I,> . -1 .- - I ­ ,- ,- _-_1_____ - - -_-----­­-- ­_ __� - - ------- — -_ - I , \ � I .. . , , , - I --- ._ I - : � - . , - . - .17- - ,� I ""I . , , I r<, �,,` ,� � � . I .'/ " �, ,�x // 'o > ., — ./ / . ! , ____ -_ . , �,,, . <,/ - " __ __ - __ - "". , .., I � --- --- 11, , � I I __ - - - — ­_: -,"� - _',6�� 1 - _� - -"-' . -_ - ­ �� - V ­_'�__ - -,--� �--, �� -- � - - - � . - ____ ­_ _1\ , _. , I, , � I "I � .. - I I . . I I � . '. / .., . " ...'... I..... I ___ *,------ ---,-,- -,---,-,-- -1 I" , . . - � I BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A I 1k - __ - /___ - .- .0 .�, _-.1, . 11 � / ­­ - �_­ I "el- __ - - z 7"' .1 � __ � . . I -1 __1C I , I - / , , , \_ � I I , � _Y_ - - / ,�, '/ . , I I I I ) �... I .1.1 I �, 11 61' " �. /' / 1�' . .;, . 11 . � � I � . ,..�, I /',,C,� . I I I /, e v, .. , -r-1 , . � , I � � . DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY I ..�%( - �' I . '. 0 . I �... � I . - � I I 11 I I �. " 0, , . I � ! I I .,� " ". . - � I I " 41 . �� .1 � CS/ . .., - , "... ./ - lel� I I.." � ',1111-111".. ': �"_ N� ,�," . � �-- . �� �, " / . �, . . , , �� �;_ AI, , - / ,,, ., ".., P. - ,0 -\/ " /' '\ �-- . , . I . 1, I , , .." .", \ ", "" _� z , . ", "", ... , �/, -6 v,N, t" , " , I I / " I R / I ,,,f ,I\, ... I ." 0 / � N I � I , - . ,f / `1 - ., , . 11 I ". I ,,, I . \ I I I , . , . 1. I I ORDINANCE 2394. � 11 . � I. � � ., , ......... "'\ N\ -�,. '41 . . I I , � I I , L� . I '11�� �'.',.'�.-.,.','..-';��i-1,�,��.,,:, (Z�-.,� , .. ., , /.. \\. 6, . 1�; \ I ,.1.1 1/.q "I 4 y I ,". I 1�' - . � , " . I "" ... , .., "go ... " , 1/ � I '. I "I "I" � I " "­:�. ... uv� , 1� I I � I I / --i,x:­- - K��k* , .. . . . $ 0 , "?- ., � .. / - '. ,.`,---,-A'.,.-�,.�.�,ik 0- - - I\ , , '. ,.. / .'I. ., I .", IN . . , �� ...:z:,.,.,,,.���'.,�.,�,�."',',��,,�-�.��.,,�.�'..��,.,,�., , , , ., ., . . I ��. ". , - � -,. \ � 0 . I - 10 :0 .,� . - .".. .....-N , ,\ , I .. 111," 1. I I � 1 1_�14 1110 ..� " I ,z I ........" .,�, "," �`.- . .... I . I I , � I ., /' , / "�*z*i�-,. 7 \ - I., ,1 I �,, .:::1.:,:,-: -,.:-,.�. Q I , z .." I'\ _� -------- ". 9. ,ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON I ! I I ,.. 0 " ,,.-0, '..."' � I .: ,,, .11 / I . � I I.. 11 - I �X, - , ,.L,;0U,��:, 111, 3-,.."*_,, / """...., .: - .*.*:::: `.: �: \ 1.11 �-,1,01-,` qj...", ."), ...... . "... I " I / Q . I 11�' - - - 1�1 ,,-,',' , . I - " '. `� - .* I.- / I � � I � g ­ ,� 0 ..... . . 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I � I STRIPING DETAILS AND SPECIFICATIONS � I I � ; I 1� I � -�, , I "'." '..n -� 4 � 0. . 4�� 4Q - � 0, �,,.. ..'..... . 1� � ', 11 . / , . ,,, '. .... ..v.7 e � " � . \ , ', .. I m I I � . I . ,1'1� '.,� �� � / ,� . 1117 "\\\\ ... I,- � -, . I �j \ I , / \ I � I i . . I" ...... , ...,.. /0 , 4 - Y U 0 nl� ,*Cj I -,...0 \-l"' / "I / / '* ,�Z' * � , , � I . . ,.1 . . ,, I I . I '. 1, , R ,� g-; ,,.-,,,-'-,, ,...../ ..., . � 1 1 3: 1 I ""I" I � " '. 1-1. � Nz..,$ 'I.,.. ­.�, . , � le I � I . . I . . � . I I , . , \ , ... , xq,:, .. . , " io Q , - .;-, .1 ." I \ ,1 ".., - " / I �, A. PAINT: � � . Ir I I . I . � ,,, / ,,,, , "I", I _�), '. 'x, " I I I ,,, " ,Z) �, v 4 ,\ . . 'k ,.,,. I - tjb"� .., I... � �, 61 ,;�� . , ,�,.,. "III. I" I ::) � 1, � - . I ". I 11, ." '..", I.. 'x... . ..... -117 ,� I , >, . C ,,,� . ,�, ... `� ... " � I . . ,,,, . I I .,,", � -,. / , `.C.x. 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", 11, � ��, I * I , I . .1 � I I I I . �� S: ... � . . I I 1 4�, 1 1 � I I I . .. . 1� � I � I � i .1 � �� � , . I I I& I ,� I I �� , � . I � %11- � I I I ., <1 I � 1-111' � PROPOSED LA QUINTA INN & SUITES � I I � � 0 � . I . I 11 I � .�, � . , I . . �� I , '.�,_,_,_ i I - � I I \1 .11 � I I 0 1 1 1 � . I I I / � � I � I I �� r . � - I %. I I I 77�_ 1 � RI. I GRAHAM ROAD/STATE HIGHWAY NO. 6 � I , � . / I I I . . . � I I 1. I I I � � , , ., . I � � I . � . . I . I � � I � � I ..:,-, ____N 3 I I I I Q I � I . I I I . I CITY OF COLLEGE STATION, TEXAS � � � I I . I . I I " lzo�o "'. I � , I I . I , I . I I I I . ,. I I - �,, . . � . . . � I I ... I . � I I � . I . .., . � � I I �p_ ", 1.727 ACRES , � I / , I Q . . I \ . & I . I , � . � � I 1 1 1 � le� . I � I & I ;p <1_ 1, / -_ I I I � � I I . . I VA I � I I � _�, \. I � I I i I I � 1. I � I � I I .. � . . \. \ I 10 I I [ - 1 . . , I I I I I . I I I I " ,� ORNERIDEVELOPER I - I � , � I . I . � I I I I I I I I I . I ­ I - 15�� . I I I I I I I I , \___� I . � I'll � �� . I I I I , � �: � � I � I � l� I � I � � , I . � . - ! I � . I � I I . . I . . . I I I . � I 6 I . , "', i I I . I � I . . . 4'1� � I . I . � . I . � . � . � AMR HOTELS LLC. I I . I I I I . I I . I � I I I I , I � . I . I � I � I I . I I I I I'M=" � � 1 420 LACEBARK DRIVE 11 I � . I � � yll-, . I I I I � I � I I I � � I I . � � � . I . � � I . I . I I I � I I SCALE: NONE I IRVING, TEXAS 75063 � . . . � . � . I I I I I �� I . I � � � � � I VICINITY MAP I I Ill � I . . I I I I I . I . I I � I I I . I . � � . I . I . I I I I . . . I I I . I � I � I . I . I . � I � Cell #: 214.395.9398 1 � I I I . I � I � I I �� I I I I I I � I I � � . I . I I I . . I � ' . . � . I � . I � � � I I I I I I I � � � � � I � . - � � . I � . . . � I I I . I I I I . � � I I I . PROPOSED 4 STORY LA QUINTA INN & SUITES I I . . I E1VGnff1R CaNTANY [ : I I � � � � I I . . . . I I � I . . I I � � I . BUILDING HEIGHT= 53'-1/2" 1 � I I I 3 - _RUCT! I i I I , � � . � � I . % I I I G --- IR �_, . E -_S 1,� I I I I I I I , iENE �AL CONSI IION NOTE I � I � . . � I I . � I . . . NO. OF ROOMS = 88 ROOMS , I I . . � � I . . � � . - � . I . I . I I ­ I �. I 'T','�!-�r,LL,�,---".!iE,'��--N�--.',Al.,".'C.:�,,*-P,Al,�-o�l.'Srl.--V�iDN,SIP,[L.ITY-,O�4;:,�TIFY,--'R::%VI.DE flNFORNI.Al . ION, 1 1 1,� I . I I � I � �. I NO. OF PARKING REQUIRED = 92 SPACES � . i E.M. FAGGETT ENGINEERING , I � ___ 'j l,',',)-',)�111)!N,A"-'--',!V;'f 1-1 TH-,. -,'YIJT;;.I'rY'*,)�.*.PAR.1'�,lf.-.�Z SANDIC' HERUT.I.-fy I I . I I � I � . I I AN-. Cff1'!O%'.',UN � 11 . I � I - I � . I . I I -,----,-------------,.-I��1.1111--l---,---,"--,--,, — — - ----------- ; .. ........... . ;­­_-,'-_..-,__,_ _1____1___1 I - --- , - Tk ,1- . I; I i, I . . I I . -'-'- P,u 1 I � . : . tIOIVIPAN!E!�. ...C.t,il'..,;t-JC�Th'--;,QCATIO�4,r,�r--"-C,,��,;,-F�.Al\'[)AN�,.--il-..i.r.V.",�ii-i.�4RDrit,�p,T:C.""O,- � �� I I . . : ; - I .. .. I . . I . . , : . � . : I -_.,..­,.'­� Z, .. ., ­�, : " i I � . -1 . . � � I P.O. BOX 17605 � , : -, - --, �, - P - OPOS ,,OVE ANDUND[IRGROLIND U-1:1.111PS 11,10LUDiNG, GA3. Fis'E, C�---10� � : - : t -_-I . ED Ar . .. . .. . : I . > .,. - : T z ('�l:vl.-?V'..!.!,\,"IC..",T[Cj',J,',A.P.t.ES.A,'\",','-'Iq�.'.[.I!<F.*..PRic'rq,. " _ �%N'Y D;Ij T �%!Q. [I 1 -,. � . - "" : �,:.. i" : ;,." %, :, �: ,�...­, m I - �_ , � : .": :,%,::: .,i" I t ..'. , : � � : .:,� -.1 : i f----'�'. " ;� I 1.11' 1. :, . -%, , . . AU � -, - F� i ....'.."I .� �: ,�, . . . .. "--� 4 L. -,U: z it .�(4 � I . � I . ENGINEERING SITE PLAN AND DIMENSION CONTROL . . - � : . ... : ,`-'..,'1-A:%.. � - . .,-),�-'EI,F6r,?,p4N­ . . . ff,',r,'AVA0:QN. I , �J�)� . � 11-11-1---"-------,,--,-%----,-,- — — ------- --,,----,- 1�­-_­.__­_____­,__ � ------.,, - I - � I I , - ------'- - I -'A I 'i � OLE . 'Nr.I.A�'t-:E,"f*(":)�isl-fE.Oriol::F:sl,i*E:�"lori'll,f",).�l'f;-i:L,-",30jr.-C*I, - � -,­----­---­,­,­­ -t,i N-KI,viEm', FILLORH -D;�ILLING � , � � : -1 .--� � FORT WORTH, TEXAS 76102 ---,---,.-..,-.,."��,,�.�.,----"-,--,--,-,--"-"-,-*,-------,,,--,-"-",--.---: I � I � I I � � I : : ,_,--__-___._-_,_-.1 I �� . . : : : z I I I I I � I � : . 1/200 S.F = 4 SPACES : . i , � 9 , . : � I BUILDING AREA . : : � .01 SCALE: 1 " = 30'-O" .1-1p,k . � 49,728.00 S.F. 722.00 S.F. 49,728.00 S.F. , � I � If'. A ,�, �, -� I I � . I I G REQUIRED 1 SPACE/ ROOM = 88 SPACES : 92 SPACES t � . � 11 ) � I----"--,.,- _.__.__.____ � ....... ­_­­­ . ........ ­­­­­ ..... .. ­­­­___­_.,.__,___­ ... .... � ... . . . ................. ....... ­. % t I I � I � I I . I , � I _'___-_'j___'-___- ... . 1____1__1_11__._- ---I-----,--,- ­­ . . .... � . k, �, �6 . I I 1. � I � ,. � I I PARKING FURNISHED : : : 92 SPAC� .... . ` � I PROJ= STAMS: I . j ,�,� " 9 t . � I : . I : : � . 11 �0 . 1. I I I . I __-.1_.111-._11_1_1_.1.-1 I i � � I , � � . : . : � .. ­­­ --1-11- i- i , j : . I � I—- ---1 : r_. ERSI-Ill" 1j _� . j . I GRAPHIC SCALE I . 1 14.1 ___-___.11,_,___ ---.�.--,.,.--..---,�1--l—."."-,-----,---,,-,.,--�,11,—.11 ... -1___.,__________,.111_1 --- I---- , __-I OWNE I - AND! SE OF! RAWINGS . . I . . - - I I I . I � : : 4 HC (1 VAN) I I I � I *� , . -,-,C N I � .C. PARKING REQUIRED : I I � �\, .......................... � ........................................................................... I ...................................... I : 11 - - A ......................................................................... . ..................................... � ..... 4 ... : .............................................. .-LnF�,f,',141�.',C-.'.�'.'�P,'�4ET!iF.-.Rri'ill*j-t'EVC,,F,�L. TI, I I I � I � . � . EC -IONIC IN FORM... P.-REPARE-0 RY THE EINSR-,'E�I`1_1 JF1. EISENHCJLJ,�'. C0NSULT;N(.1:.u­,. FOR PERMITTING I MIGnFER'S SlGqEDISEALED : .., . . .. �, . : � : : . ! 11 I ..�/ I : FIE 1NS711 - SEF .. THE t,qORK r,FF,'CfIjE.=�'j HEREIN' ONLY THE I I I � I � 0 1 1 30 1 . I � � I I � . . ....... R'd .... �A'1��NdfQJ�N'i§Rffb : � I N� ............... j THESE 1ALL EXECUTE � 11 *&6�i. i � I � . . ......... ­ ....... : .................................................................................. : ..................................... : ............... m ......................................... : 4 HC (1 VA i I A, i'LINIENTSOF ...IV:,",Fl*.4P�Cit,'C,HWH.!C.4TLi�0C).-\"FP,AC,TC)F,C..1 .. . 1. i 1. 1 1 � I � I . I � I I ............................. ; ....................... I ...... ­� ............ * ..... *­ ............. 11 ....... * ........................................... I .............................. � ...... I ........... � ................ 1 E,�4,'?*�!'.N'F.EFiF.�liAt.:*C-It,if\'.C,lf,,:,'� ­ .. . . I � * S=T : � 1) I . � 141 � . I .. . 01C. .'1'01-lr,E-,.A�NA�jY','.,T:Ir�,",rfF.SF.F',VEr.-FIIG[4.1*F,O,*'4-,HPS-'",',),.'IAk',,Iii\,',C,S, PROJF,CT P9,UqGF,R: 1 .. :.I�.-. -� � I � I I � I!!!!!!!!1" , I � . � I I I I M, AUTH-'DRSHIP, CLAIM PYRIGH ' I . �:' " , � � I � IJNI.E�ISOTHER IqEAGRE't-Di'OOAPER . i . -:� i!: - . 11 � I . � I =:� I � . I � I � , :.,4 ��5�^ , I . � �Nll ... I ... - PAITTEDIN VVRITINGSY THE ENGINIEER,THE*�'E DRAAIWINn�, S.H.W.LNOT 111E 00.PIED. �. I - � I I . I 15 - ,,�1,A,.'�"�..',',ITTEr,-.C%At4YT141,.*.'.riPA.13'�",,. . . _.­,�. a -A - " __ ., - . � � � . 1 15 60 � . I � � . I . I I I � . � � � . FIE,,' EDIR :.. . � FREDERICK L. GATELA � ,:,.. �,L * �:!�l . 112 .��,�.,.-.,;�,�.,:� I � - . . I . � _____ , . . - . . ..� 45�_ - !�/ � . � I . .wp. - , . .1 I . � EDWARD FA i "n �. � L--> ..... 1. I—. . G, . . I . � I � I I - - - THE CONTFIACTC 11, SUSICOW. RAC"Orl, .111111TER; : OR r 1j;r-N--iE_.NT : I I . I � * , . I I � I � I - . I I I I I . THES " ,,Ir,A,��'l�.,'C.,F..5[4�,L.L.F3E,'.::-�FI)E'.C,I.ELY!7 -11ITHISFROJEC1. ,., .A_ EQ . DESIG� COORDItOMR . ': .,:.,�­.,��g��,�� , .. � SUPPLIER AREPER.I.It ITE'D71 - I '1� ., - ..',�� ... �,�n�ii;,�!.�; I . - ,�L!�'.Eorlr,E-,rlr�C�l)',I,*.,rPO'llTION,(T,)C�l"-.-H.��r.-Pf,.k'�':�J',. -PEt.AI'IVE','O.Tli!Er,'P-Er-.�"-'!,',Ai\'('.EC.Or�-,*r-.AC,T I , ,�. '. I I . � : tD. 1 . . .� .�. . . � � � I � I � . � � AS SPE..".11ME.C.) INTI-�E ('..'01NI. R A V, 1' 0, 0 CA 1 M E. 4 I'S. . . 1 v*� . �, %.. *3 - - . , 11 I , I I � . . I I . I j,,�, 371)0 � I I . � � I I DA7E . . , -.- . . I . I I � � � � I I T9, ,.- . I — Ito . " .. � I . I . � I I . I . . ES "DRAVVINGF. SHALL NOT EE!39=0 r,y THE CONTRACTCIII, SU'ViCONITRAcTor, 1%,, : 4i ks­.6. ,, , � � I I I - &4ATERIAL O.R FQVIPNIENT � . rUE:.R ON 0 � 0.. ..... . I 1 . . I I ­ * ­ .-THM, .. , 0. " . 11 � . � I . I -1. .. " R6WSIGN LIUE., -,Mnn"�!ctqwq�111. I. I I I I Pr',-,','-�:t-.(I"fSOrl()-%'At)r!.fl'10.',".;I'C'T:41"�p�."*.'�,�=G'fOtir-i.11.)t�Til'-'.OP.:C'z::\,Ai.��'.C,'O.,'juC'1=1-'VOP:<',,','Vll*t[C':,I'f I*HF.'SPE*.�;!;:;-,3kPvRiT' 1 N 11,461. � , . % .�'...­ -1- . . . I I .N7 12/02/13 ON THE DATE INDICATED HEREIN. � k�, It - I . . . I I � � I I � � . . � I I I 0::1.HE ENC,1N1_E*N- fE CC) , . Iv4ON'Xi'; .... � ­ I . . � � . � I � . I � � . � � I I � I I I , - I ; PLOT DATE: 12/02113 ALTERATION OF A SEALED DOCUMENT .... - .1 I � I i � I � -1 � I . I . � I'�-!-.F:(',IAI.�'�tl;'A.t�'.1�,,91C-i�IOF",'I-;�.".-,�E,�"':.A.-',".,"[C,r4&.C-',t,'I.-PCi'�'-.'�,YAG.Elc:(',I�'.Sr:�HA� . ONLY MEAN CQI,4PIA�.,1.',C*-'. 70 I!E,,-,I ;,.A'fOI­V*f R.�Q'J:REI,ff.w*�s �. I - � I . � . � . I I I . � I I., I , WITHOUT PROPER NOTIFICATION TO THE - . 6 . I � � ' I � L-� OF : ..: .. � � I I . I I I � - -!AIJ. NCT ILE CC -. -11-10 ..C-;�JI)fiL�'I'�IL'sci�:!,.�lq(,Z:..\-El-'.R��.,�:,'*..:�YFI!c�i-:*."'-":)I4C)TI-t�-'I�P�ESI"'f',V;:��l-.:,,I�iTr. : . . ,. � AND SI .. IE _)NSI'RCJr_0ASP:.j0 ..AT:' I ...... :� I . I I ­ � . I � . 1� � I . I � . . . I � I - 3 DRAWING BY: ! RESPONSIBLE ENGINEER IS AN OFFENSE I . 7"I'l- .. � 1 .�. I I . � . . . - - - . . � - I I I I . � I I . I � . � � . I � . I - __ � . I I I . . .. � I 11 .. I I . � I � . � � � I . I I I I , , . . I - UNDER THE TEXAS ENGINEERING ACT. � . . . . I � I . . �, I .. I I � I I I . . � I I I I I - � I .. \11 � � -_ , I � I I I I � I � I I I I I . � . I . . 11 � � . I I I � ­ - __ ------------------ I'll ------- - -------- - - ­­­ .... ­­ .... 1 � I I I . � I I . . I . � I I i � I . fl I � � I I I I I � I . I � . I � ! I � � . . . I � I . I � . I � � I I I I � I I i I . I � 1i I I I 1� I I . I I � I I . 1i � I . I . . � I I V I � . � � . I � . I � . I I I . � . I I I � I � I ,� . . � I . . ; ��, I � � � I I , � I � � . L . 1� I __ I i � • SAWARYSEWERMANHOLE SS 0 - '��,�� - RmSTINO0MT'OURS STORM SEWER MANHOLE MH 0 --•-- PEED CONTOURS CLEAN OUT O[i Q PODPOSED FIRE HYDRANT FH - SANITARY SEWER PIPE POWER POLE PP PASTW, TB SANITARY SEWER PIPE TELEPItQH£ BOX PROPOSED WATER ME@R WM ® WATER LINE EXISTING GATE VALVIE GV WATER UNI= LIGHT POLE j3 -q - -, - < - r � •• PROPOSED POWER ZINC IRRII; A11ON SPRINKLER 0 £MISTING HEAD LOCATION POWEN LINE tI YAhCCESSiB6E """ • "� �' - "KIP ]SED UNE.r-•s_r-�+-c,r- HANDICAP PARIQNG TINCT Exj$TIN0 SiGN LOCA(ION '- T1e RPH NE LINE R*HT OF WAV R.U.W, �" - PROPOSED GAS UNE SET IRON F400 S•LR- kgSTING EXPANSION JOW E,d. GAS UNE SAW JOINT S.J, m m. -• m ri PROPOSED STORM SEWER PIPE CONSTRUCTION JOINT C•3. -s,�- �-..os m-- EXISTING SEWER PIPE alsT. "TPOLESTORM pkOPOSED GUY WIRE ORAIWGE & UTILITY DEME EASEMENT � -+ Ma z. E ^ ^^ ^- EXI$TING GUY WIRE DRAINAGE FLOW ARROW OVERHEAD ELECTRIC0 TRAFFIC G FLOW ARRAYUNE POUND IRON ROD F.I.R. GAS METER GM � M- � - we --• EMTMIG FI WR OFTICS CABLE EXIST. WATER VALUE 07 - THERE, THERE, IS NO 100 -YEAR FLOODPLAIN ON,THE SITE, ALONG WITH THE DN(bIRMING FEMAtFIRM MAP NUMBER-48041CO310 E (DATED 5-16-12). THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE OLATIDN VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME ROTE0TION AS THE AMP OR IDSA, LL562 LOCKING LID AT A MINIMUM. A LTERNATE LOCKABLE LICE SHALL BE APPROVED BY COLLEGE STATION TILITIES DIRECTOR OR HIS DESIGNEE. . "LOT 1-3,4R, 5R-2 AND 611-2 ARE CONSIDERED A BUILDING PLOT FOF HE PURPOSES OF SIGNAGE AND NON-RESIDENTLAL ARCHITECTURAL TANDARDS. IN ADDITION, LOT 5R -21S (CONSIDERED A PAD SITE." NO COMBUSTIBLES WILL BE ALLOWED ON SIRE UNTIL ALL-WEATHER ROADS ANE IRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY, . A SITE PLAN SHALL NOT SHOW ANY PART OF A STRUCTURE OVER HUNDRED ANC IFTY FEET (15U) FROM AN APPROVED ACCESS ROAD_ NO MORE THAN A SIX PERCENT (1595) GRADE IS ALLOWED ON ANY LENGTH OF Fif ANES. A "KNOX SOX" SECURITY KEY SYSTEMA IS REQUIRED 011 ALL BUumINGS AND A XOX SWITCH IS REQUIRED ON ALL GATED ENTRANCES. 0 AND DIMENSION CONTROL ENGINEERING SITE PLAN 39-0" p " SCALE:1" _ GRAPHIC SCALE 4 30 K� 15 90 �ry w•i 0-4 C4 SPEQI 9811QNS AND REQUIREMENTS THE ACCESS ROADWAY ANDI OR FIRE LANE SHALL BE STRIPED ON A PAVED SURFACE, AND BE CLEARLY MARKED ON THE PAVEMENT WITH A "RED" LINE .AT LEAS=t FOUR (4) INCHES WIDE, "FIRE LANE - NO PARKING - TOW AWAY ZONE " IN NOT LESS THAN FOUR (4) INCH LETTERS IN "'WHITE" S14ALL BE PLACED EVERY OTHER FIFTEEN (15) FEET ON THE STRIP. WHERE THE FIRE LANE IS ADJACENT TO A CURB, ALL CURBS AND CURS ENDS SHALL BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATIM, G'FIRE LANE - NO PARKING - TOW AWAY ZONE'. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET (151 APART. IN%4ES PAINTED IN 'YELLOW- SHALL BE PLACED AT ALL ENTRANCES TO 1114E FIRE LANE (LETTERING MAY BE LARGER, BUT 18" IS MINIMUM), ALL FIRE LANES SHALL CONNECT AT BOTH ENDS TO A DEDICATED STREET OR BE CONSTRUCTED WITH TURNAROUND AREAS AT THE DEAD-tND WITH A MINIMUM RADIUS OF FIFTY (50) ET, ALL PAINT REF�.gRED TO SHALL BE A TRAFFIC MARKING PAINT. 4 �• r r! � - r . r f•=, r� r � r a t: G. -x ' fry rrx � r SNA � r r k -, r f fC 4 LOT I~ Fi R-2 r =` rr 2.838 acres 'F rT 143,807 sq tI r MIN, F.F. - 288.85 f6 4 11016-a" wPiiF. 11V91% MRTIFICATE © REQUIRED 0+1' 0 +2` C- nQ3' PROPOSED 4 -STORY LA QUINTA INN & SUITES c I'M %911.4 r- F%I BUILDING HEIGHT zx 607-00" NO. OF ROOMS - 88 ROOMS NO, OF PARKING REQUIRED • 92 SPACES-................_._..................................................................... ... .. ................. ..... .. .... ...L....... ..... _ ........... ......... BUILDING AREA FYD,6.94,00 S.F. 722.00 S.F. h ,..,.,.. 49 728.00 :....,...:. M.::,.:..,.,..,..:..::....:.....,....:.,.:.....:............... H. ,.SAQE1 ROLOM 81# Ef'ACES.......................................1J200 S.F = 4 SPACES 92 SPACESF UIRED....................................................................................................................... RKING R ................... PA Eft ........................................................ , .......... 92 SPACES . PARtIN41=lJFtNISHEI € , ........................................................a.............. HC i VAN ..............;.................................................................................-........................................., .................... [........................................................................................................_...................... H.C_ PARKING ........Fl tt C�................e..............................................................................................................................._........ 4 HC (1 VAN) SHED...............................................................................•......................................................................................,. H.C. PARICIi+1{a FURNISHED WHEN REQUIRED DURING CONSTRUCIDON OR OTHER TEMPORARY USE, APPROVED SIGNS SHALL BE PROVIDED ANIS MAINTAINED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS AND PROHIBIT THE OBSTRUCTION THEREOF OR BOTH. SIGN MUST BE SECUREDSO THAT THEY CANNOT BE MOVED UNTIL PERMANENT FIRE LANE IS PAINTED. 1. FIRELANES SHALL REMAIN OPENdACCES31KE AT ALL 11ME DURING CONSTRUCTION. 2. FIREI,.ANE STRIPING & PAVING SPECIFICATIONS SHALL BE PER CITY'S GENERAL DESIGN STANDARDS DETAIL 1 FIRELAME SHALL BE INSTALLED & ACCEPTED BY THE CITY PRIOR TO ANY CONSTRUCTION ABOVE THE FOUNDATION. IRRIGATION NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS, 2. IRRIGATION CONTRACTOR TO SUBMIT SHOP DRAWINGS OF IRRIGATION LAYOUT AND LIST OF EQUIPMENT PRIOR TO INSTALLATION. 3, POWER TO CONTROLLER SUPPLIED BY OTHERS. ALL HEAD PLACEMENT AND PIPING IS DIAGRAMMATIC. 5. HEADS AND PIPING SHALL. BE INSTALLED INSIDE PROPERTY LINE. 6. ALL LATERAL PIPING NOT SIZED 131!2". 7. ADJUST SPRAYS SUCH THAT MINIMAL, WATER OVER SPRAYS PARKING AREAS AND DRIVEWAYS, YET ALLOWS SUFFICIENT COVERAGE. S. DISTRIBUTIONS LINES ARE TO BE BURIED 12- BELOW FINISHED GRADE, MULCH TDF' COVERING IS NOT TO BE CONSIDERED SOIL. 9, ALL EQUIPMENT TO BE RAINBIRD MODEL. OR APPROVED EQUAL, 10. ALL DISTRIBUTION LINES SHALL BE CL 200 PVC, 11- ALL SLEEVES SHALL BE: SCH 40 PVC. FIRE m I, ALL CONSTRUCTION SHALL. CONFORM TO THE REQUIREMENTS OF HE STANDARD SPECIFICATIONS OF CITY OF COLLEGE STATION, TEXAS. 2. 'CONTRACTOR SHALL PROVIDE "AS BUILT" PLANS TO THE ENGINEER So THAT THE REPRL?DUC#BLES of THE ENISINEERLNG PLANS MAY BE CORRECTE13 TO REFLECT OAS BUILT" CONDITIONS. 3. SHE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL NEECEBSARY WARNING AND SAFETY DEMCES (FLASKING LIGHTS, BARRICADES, SIGNS, ETC',) TO PROTECT THE PUBLIC SAFETY AND i {EAL'TH UNTIL THE WORK HAS BEEN COMPLETED - AND ACCEPTED BY THE CITY, 4.'ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED $O AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -'WAY OR RESIDENTIAL DISTRICT VW9THIN 150' OF THE SUBJECT LOT. MEASURED FROM A POINT FIVE FEET ABOVE GRADE, SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE." 5. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7'.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY" PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE, 8, THE LOCATIONS OF EXISTING UTILTI'IES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND VERIFY IN THE FIELD ANY LIITLITIES THAT MAY CONFLICT WITH THIS CONSTRUCTION. AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION IN THE VICINITY OF UNDERGROUND UTILITIES, NOTIFY THE FOLLOWING APPLICABLE: ATMOS GAS ' VERIZQN . ! SUDDENLINK ' COLLEGE STATION UTILITIES T, l00%COVERAGE OF GROUNDCOVER, DECC)RATiVE PACING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND pRAI.NAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION, 8. I, IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE= BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 9. ! ALL BACK FLOW DEVICES WILL BE INSTALLER AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394, ICI SIGNAGE WILL BE PERMITTED SEPARATELY, r l a i r 0-4 C4 SPEQI 9811QNS AND REQUIREMENTS THE ACCESS ROADWAY ANDI OR FIRE LANE SHALL BE STRIPED ON A PAVED SURFACE, AND BE CLEARLY MARKED ON THE PAVEMENT WITH A "RED" LINE .AT LEAS=t FOUR (4) INCHES WIDE, "FIRE LANE - NO PARKING - TOW AWAY ZONE " IN NOT LESS THAN FOUR (4) INCH LETTERS IN "'WHITE" S14ALL BE PLACED EVERY OTHER FIFTEEN (15) FEET ON THE STRIP. WHERE THE FIRE LANE IS ADJACENT TO A CURB, ALL CURBS AND CURS ENDS SHALL BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATIM, G'FIRE LANE - NO PARKING - TOW AWAY ZONE'. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET (151 APART. IN%4ES PAINTED IN 'YELLOW- SHALL BE PLACED AT ALL ENTRANCES TO 1114E FIRE LANE (LETTERING MAY BE LARGER, BUT 18" IS MINIMUM), ALL FIRE LANES SHALL CONNECT AT BOTH ENDS TO A DEDICATED STREET OR BE CONSTRUCTED WITH TURNAROUND AREAS AT THE DEAD-tND WITH A MINIMUM RADIUS OF FIFTY (50) ET, ALL PAINT REF�.gRED TO SHALL BE A TRAFFIC MARKING PAINT. 4 �• r r! � - r . r f•=, r� r � r a t: G. -x ' fry rrx � r SNA � r r k -, r f fC 4 LOT I~ Fi R-2 r =` rr 2.838 acres 'F rT 143,807 sq tI r MIN, F.F. - 288.85 f6 4 11016-a" wPiiF. 11V91% MRTIFICATE © REQUIRED 0+1' 0 +2` C- nQ3' PROPOSED 4 -STORY LA QUINTA INN & SUITES c I'M %911.4 r- F%I BUILDING HEIGHT zx 607-00" NO. OF ROOMS - 88 ROOMS NO, OF PARKING REQUIRED • 92 SPACES-................_._..................................................................... ... .. ................. ..... .. .... ...L....... ..... _ ........... ......... BUILDING AREA FYD,6.94,00 S.F. 722.00 S.F. h ,..,.,.. 49 728.00 :....,...:. M.::,.:..,.,..,..:..::....:.....,....:.,.:.....:............... H. ,.SAQE1 ROLOM 81# Ef'ACES.......................................1J200 S.F = 4 SPACES 92 SPACESF UIRED....................................................................................................................... RKING R ................... PA Eft ........................................................ , .......... 92 SPACES . PARtIN41=lJFtNISHEI € , ........................................................a.............. HC i VAN ..............;.................................................................................-........................................., .................... [........................................................................................................_...................... H.C_ PARKING ........Fl tt C�................e..............................................................................................................................._........ 4 HC (1 VAN) SHED...............................................................................•......................................................................................,. H.C. PARICIi+1{a FURNISHED WHEN REQUIRED DURING CONSTRUCIDON OR OTHER TEMPORARY USE, APPROVED SIGNS SHALL BE PROVIDED ANIS MAINTAINED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS AND PROHIBIT THE OBSTRUCTION THEREOF OR BOTH. SIGN MUST BE SECUREDSO THAT THEY CANNOT BE MOVED UNTIL PERMANENT FIRE LANE IS PAINTED. 1. FIRELANES SHALL REMAIN OPENdACCES31KE AT ALL 11ME DURING CONSTRUCTION. 2. FIREI,.ANE STRIPING & PAVING SPECIFICATIONS SHALL BE PER CITY'S GENERAL DESIGN STANDARDS DETAIL 1 FIRELAME SHALL BE INSTALLED & ACCEPTED BY THE CITY PRIOR TO ANY CONSTRUCTION ABOVE THE FOUNDATION. IRRIGATION NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS, 2. IRRIGATION CONTRACTOR TO SUBMIT SHOP DRAWINGS OF IRRIGATION LAYOUT AND LIST OF EQUIPMENT PRIOR TO INSTALLATION. 3, POWER TO CONTROLLER SUPPLIED BY OTHERS. ALL HEAD PLACEMENT AND PIPING IS DIAGRAMMATIC. 5. HEADS AND PIPING SHALL. BE INSTALLED INSIDE PROPERTY LINE. 6. ALL LATERAL PIPING NOT SIZED 131!2". 7. ADJUST SPRAYS SUCH THAT MINIMAL, WATER OVER SPRAYS PARKING AREAS AND DRIVEWAYS, YET ALLOWS SUFFICIENT COVERAGE. S. DISTRIBUTIONS LINES ARE TO BE BURIED 12- BELOW FINISHED GRADE, MULCH TDF' COVERING IS NOT TO BE CONSIDERED SOIL. 9, ALL EQUIPMENT TO BE RAINBIRD MODEL. OR APPROVED EQUAL, 10. ALL DISTRIBUTION LINES SHALL BE CL 200 PVC, 11- ALL SLEEVES SHALL BE: SCH 40 PVC. FIRE m I, ALL CONSTRUCTION SHALL. CONFORM TO THE REQUIREMENTS OF HE STANDARD SPECIFICATIONS OF CITY OF COLLEGE STATION, TEXAS. 2. 'CONTRACTOR SHALL PROVIDE "AS BUILT" PLANS TO THE ENGINEER So THAT THE REPRL?DUC#BLES of THE ENISINEERLNG PLANS MAY BE CORRECTE13 TO REFLECT OAS BUILT" CONDITIONS. 3. SHE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL NEECEBSARY WARNING AND SAFETY DEMCES (FLASKING LIGHTS, BARRICADES, SIGNS, ETC',) TO PROTECT THE PUBLIC SAFETY AND i {EAL'TH UNTIL THE WORK HAS BEEN COMPLETED - AND ACCEPTED BY THE CITY, 4.'ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED $O AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -'WAY OR RESIDENTIAL DISTRICT VW9THIN 150' OF THE SUBJECT LOT. MEASURED FROM A POINT FIVE FEET ABOVE GRADE, SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE." 5. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7'.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY" PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE, 8, THE LOCATIONS OF EXISTING UTILTI'IES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND VERIFY IN THE FIELD ANY LIITLITIES THAT MAY CONFLICT WITH THIS CONSTRUCTION. AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION IN THE VICINITY OF UNDERGROUND UTILITIES, NOTIFY THE FOLLOWING APPLICABLE: ATMOS GAS ' VERIZQN . ! SUDDENLINK ' COLLEGE STATION UTILITIES T, l00%COVERAGE OF GROUNDCOVER, DECC)RATiVE PACING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND pRAI.NAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION, 8. I, IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE= BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 9. ! ALL BACK FLOW DEVICES WILL BE INSTALLER AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394, ICI SIGNAGE WILL BE PERMITTED SEPARATELY, `(NGS i0 :..,... _ _ ....:.........:... m ............... , FIRE LANE STRIPINGDETAILS uj 02I � SCALA;: NTS iOL1 cc U. STRIPING DETAILS AND SPECIFICATIONS to A. PAINT: _.. 1, STRIPE SHALL BE SE"(6) INCHES WIDE PAINTED WITH AN EXTERIOR ACRYLIC LATEX PAINT. ' ! COLOR SHALL BE "TRAFFIC REDGLADDEN NO. 83251 OR E4UOle IAL. O 2. LETTERS SHALL BEOUR(4) INCHES HIGH PAINTED WITH AN E7CT>rRiGOR ACRYLIC PAINT, COLOR SHALL BE 'TRAFFIC W,HITE- GLIDDEN NIC_ 563245 OR E QUAL. B. APPLICATION: ' I 1, STRIPE MAY BE BRUSHED OR SPRAYED, ONE. COAT TO FIN( H. 2. LETTERS SHALL BE STENCIL FORMED, BRUSH APPLIED AN€} SPACED AS DETAILED ON THIS SHEET. r 1.0 $4.h4 waingMde Cohn: miqutl¢, Tx. 7500 AUG 0 6 2014 DEVELC3PMEN SERVICES I PLAT FILED: Cell No: 972,415,1730 T610*ev 214.5Ut.2W ENGINEERING SITE PLAN AND DIMENSION CONTROL PROPOSED LA QUINTA INN & SUITES GRAHAM. ROADISTA.TE HIGHWAY NO.6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES A & M DEVELOPERS LLC : 77()1 La3Collnas Ridge, ste. 250 VI C IN ITY MAP SCALE NONE IRVING, TEXAS 75063 GENERAL CONSTRUCTION NOTES E.M. FAGGETT ENGINEERING t2' �� titL;iNL•Af�LG�..tiiPA:.?t*r'.3.-- 5?,Ctw�IH1L YTisNU'ilfY.PRt?b'iS1L' i�IFG'+'.t•AitON. RO, BOX 1 605 bltiD^,.,.',tt'ti'ri•'c':=E:Vflf''�G1YY:L'GL'tiP! l:"1:1-1'' J + A..7T/=k79 RNC OTriFii i� �lU'•Y t c�p)r^c A _t 71y17 TF T Lv^+ '1017.' al<: S. i, _!She k•!" A£LCv/ttlT NT4f7,�A?lG`� OP F ce. .=HAo a x;r• :s��r � min l: , w.Lu SING GAS, TIMM OMM. FORT WORTH, TEXAS 76102 <3sJtx,>T1UNtJPlB�•^ES:ki.tiKS_?F}7%''00-lE7iFC.RA''N(LP N• .I /DIR-rw K,F7CCrAV i1C,1•N. s;ti�itNKRI@,ki F9.1. C'x?t•"s'7E:.:'�-�?Il.t,$, {e;,�A":.i: i�7<1h o:tS :F' �{f. iM1Tttkh: f'CiFt'F{IIu P1iC1.:e{�E, , {'y ..� �,NC � F t,RA � U4 E./ �3WhsL�#$a`'i-iIP AI�IT;1 FOR FEFihil'fi71NC, ?]Wr FCD#I.?ADARE08Y7F1 EW NEER :�iEIvENti4UR 04.9:.r.r,_ ;+r' t(F -,ice. P�v1kGLra9:r�lFst:faYf� CSs :tte." f _ ', •1•l+ OJT= tiE dIORK DESGII6ED tIFF+ 3: Yvt Y TkF, # Rae. is7i,=a;Jlafa:Yti'�1- ce;,4'Yvr-, 7,As'ir�4`t3ia PtF:�:i ":>�� "kV,."-w'.�TGn E. -n r=SEPYBO P.$it•?3 4M TMrcr. pR64Vlt,$1� Pal= 149mq6'!�_ � - s i = Gt7N. t;.� �J�{Clem>. •'.E,es.` 8_. tR-+-DIST CA �1i?Aki nNY r]T11t . R - �, eaa�eiEF P a cl_ FR50ERICK L. GATELA Ut;_;,;,ryZ',i=4NIs%N=�otdiiAP_�;M:TT=t;�V'Y,'AF�3VC,xlY �.iE£MGiNEEFi "tFESE�'Re§YIk:BQkfN.-.?vC: Eui CCx'1F;E}. . ..... ' AzYiSED DA -n1 gsM1-TEP, s'4 A 4Y71^ZD P/tflTY.'. -,iFs= 1F,ctViF t 6fFLLoft GSCtEI`! i?FF ��A TGA. k_WaW.TPAL::DA,Mir- :dAl.ORECAUIPMUS, F�SiL��Q?��;�= o.. 9DNVMD W .+++`#•• 64*'U=1i R •�39F`EJ-'O USE C� : • h: rJ E JHrS; 9F• tl•=• L. A itJ s AC41A 7C';il�-�F Pr; AF4113thbNGE COF F1FCi TE 3 ta47? 17 A5 r'a4TT+,�C7 VowMEalm. # 7001 11RAYAW-S St TPU. Wr l 5E. rJSC,D DY TAE Ce3: -Rh TOP 'U5,-,Q-U:0CTCr; ?AA-£:itAi 4z f,nsimrar4t' £ax';•c-N ms's w -i: �' fh6ltlSIi i tl t E61 1 t14 M T}E ]IM MICATIM HENK ' PRA: x'i7fi ClTi CIN AL`^1T1E�473 t'=TFi1.sAF,7frJ;.:'iT CU^'s1nE i',IF CiN4Wtt:.S t]? r:: �tfC+ Si VOY.i4't:s=11=.'^.'Si�1•'"..E-3".`Y�n•"iti CY.BJicM1fi dl'YSbS'fs�M OFAS>=J3EGiDCiStAIENT �'''+,.d ,' J?7f?T A�TE; 7i14T}IIMlTPRflF�R NgTEIt'�tITIClNtOTHE w#, ghFl:.:s+1s.`�tikd.5"ai'S.C�ta+.;[-T3,:�tF Pt.AW*t ;it'.A'i4xs",r,:tts�l:ai•PTE: i,'S>!9St',.L'A.Y #tlf:A:fs" ?f,A iA4it;E. Tfi HT: iJL,SIYrRY �Etd31�F,MFN�S f FA19 AA0FF8Vfif , - AKE:Sb+yES.P'YErr�;FRlT3A+iPlx�l.{i►fSdtitY�L!ki34 Gti4f£zr{;xx:�t�iic']rggtx£�`2ER'1rn31aMs. LS4t1F'17JG&Yf ^ iN�FtT1�7F5tJt8@[:Ati� SIE T - Cl 4.rr ®� a w `(NGS i0 :..,... _ _ ....:.........:... m ............... , FIRE LANE STRIPINGDETAILS uj 02I � SCALA;: NTS iOL1 cc U. STRIPING DETAILS AND SPECIFICATIONS to A. PAINT: _.. 1, STRIPE SHALL BE SE"(6) INCHES WIDE PAINTED WITH AN EXTERIOR ACRYLIC LATEX PAINT. ' ! COLOR SHALL BE "TRAFFIC REDGLADDEN NO. 83251 OR E4UOle IAL. O 2. LETTERS SHALL BEOUR(4) INCHES HIGH PAINTED WITH AN E7CT>rRiGOR ACRYLIC PAINT, COLOR SHALL BE 'TRAFFIC W,HITE- GLIDDEN NIC_ 563245 OR E QUAL. B. APPLICATION: ' I 1, STRIPE MAY BE BRUSHED OR SPRAYED, ONE. COAT TO FIN( H. 2. LETTERS SHALL BE STENCIL FORMED, BRUSH APPLIED AN€} SPACED AS DETAILED ON THIS SHEET. r 1.0 $4.h4 waingMde Cohn: miqutl¢, Tx. 7500 AUG 0 6 2014 DEVELC3PMEN SERVICES I PLAT FILED: Cell No: 972,415,1730 T610*ev 214.5Ut.2W ENGINEERING SITE PLAN AND DIMENSION CONTROL PROPOSED LA QUINTA INN & SUITES GRAHAM. ROADISTA.TE HIGHWAY NO.6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES A & M DEVELOPERS LLC : 77()1 La3Collnas Ridge, ste. 250 VI C IN ITY MAP SCALE NONE IRVING, TEXAS 75063 GENERAL CONSTRUCTION NOTES E.M. FAGGETT ENGINEERING t2' �� titL;iNL•Af�LG�..tiiPA:.?t*r'.3.-- 5?,Ctw�IH1L YTisNU'ilfY.PRt?b'iS1L' i�IFG'+'.t•AitON. RO, BOX 1 605 bltiD^,.,.',tt'ti'ri•'c':=E:Vflf''�G1YY:L'GL'tiP! l:"1:1-1'' J + A..7T/=k79 RNC OTriFii i� �lU'•Y t c�p)r^c A _t 71y17 TF T Lv^+ '1017.' al<: S. i, _!She k•!" A£LCv/ttlT NT4f7,�A?lG`� OP F ce. .=HAo a x;r• :s��r � min l: , w.Lu SING GAS, TIMM OMM. FORT WORTH, TEXAS 76102 <3sJtx,>T1UNtJPlB�•^ES:ki.tiKS_?F}7%''00-lE7iFC.RA''N(LP N• .I /DIR-rw K,F7CCrAV i1C,1•N. s;ti�itNKRI@,ki F9.1. C'x?t•"s'7E:.:'�-�?Il.t,$, {e;,�A":.i: i�7<1h o:tS :F' �{f. iM1Tttkh: f'CiFt'F{IIu P1iC1.:e{�E, , {'y ..� �,NC � F t,RA � U4 E./ �3WhsL�#$a`'i-iIP AI�IT;1 FOR FEFihil'fi71NC, ?]Wr FCD#I.?ADARE08Y7F1 EW NEER :�iEIvENti4UR 04.9:.r.r,_ ;+r' t(F -,ice. P�v1kGLra9:r�lFst:faYf� CSs :tte." f _ ', •1•l+ OJT= tiE dIORK DESGII6ED tIFF+ 3: Yvt Y TkF, # Rae. is7i,=a;Jlafa:Yti'�1- ce;,4'Yvr-, 7,As'ir�4`t3ia PtF:�:i ":>�� "kV,."-w'.�TGn E. -n r=SEPYBO P.$it•?3 4M TMrcr. pR64Vlt,$1� Pal= 149mq6'!�_ � - s i = Gt7N. t;.� �J�{Clem>. •'.E,es.` 8_. tR-+-DIST CA �1i?Aki nNY r]T11t . R - �, eaa�eiEF P a cl_ FR50ERICK L. GATELA Ut;_;,;,ryZ',i=4NIs%N=�otdiiAP_�;M:TT=t;�V'Y,'AF�3VC,xlY �.iE£MGiNEEFi "tFESE�'Re§YIk:BQkfN.-.?vC: Eui CCx'1F;E}. . ..... ' AzYiSED DA -n1 gsM1-TEP, s'4 A 4Y71^ZD P/tflTY.'. -,iFs= 1F,ctViF t 6fFLLoft GSCtEI`! i?FF ��A TGA. k_WaW.TPAL::DA,Mir- :dAl.ORECAUIPMUS, F�SiL��Q?��;�= o.. 9DNVMD W .+++`#•• 64*'U=1i R •�39F`EJ-'O USE C� : • h: rJ E JHrS; 9F• tl•=• L. A itJ s AC41A 7C';il�-�F Pr; AF4113thbNGE COF F1FCi TE 3 ta47? 17 A5 r'a4TT+,�C7 VowMEalm. # 7001 11RAYAW-S St TPU. Wr l 5E. rJSC,D DY TAE Ce3: -Rh TOP 'U5,-,Q-U:0CTCr; ?AA-£:itAi 4z f,nsimrar4t' £ax';•c-N ms's w -i: �' fh6ltlSIi i tl t E61 1 t14 M T}E ]IM MICATIM HENK ' PRA: x'i7fi ClTi CIN AL`^1T1E�473 t'=TFi1.sAF,7frJ;.:'iT CU^'s1nE i',IF CiN4Wtt:.S t]? r:: �tfC+ Si VOY.i4't:s=11=.'^.'Si�1•'"..E-3".`Y�n•"iti CY.BJicM1fi dl'YSbS'fs�M OFAS>=J3EGiDCiStAIENT �'''+,.d ,' J?7f?T A�TE; 7i14T}IIMlTPRflF�R NgTEIt'�tITIClNtOTHE w#, ghFl:.:s+1s.`�tikd.5"ai'S.C�ta+.;[-T3,:�tF Pt.AW*t ;it'.A'i4xs",r,:tts�l:ai•PTE: i,'S>!9St',.L'A.Y #tlf:A:fs" ?f,A iA4it;E. Tfi HT: iJL,SIYrRY �Etd31�F,MFN�S f FA19 AA0FF8Vfif , - AKE:Sb+yES.P'YErr�;FRlT3A+iPlx�l.{i►fSdtitY�L!ki34 Gti4f£zr{;xx:�t�iic']rggtx£�`2ER'1rn31aMs. LS4t1F'17JG&Yf ^ iN�FtT1�7F5tJt8@[:Ati� SIE T - Cl 4.rr ®� E . ®1 ENGINEERING SITE PLAN AND DIMENSION CONTROL SCALE: 1" = 30'-0" GRAPHIC SCALE 0 30 15 60 ).?1PP_Q5TD,4,.SZ10Ay_1 AAUINTA INN & SUITES BUILDING HEIGHT = 53'-1/2" ) 'td0"8"F� O'i�iS-�`8'8-RO�IVtS NO. OF PARKING REQUIRED = 92 SPACES GENERAL NOTES: 1 AIL CONSTRUCTIO S I_iIkQUII'JTA, If -JN & SUITES MEETING ROC'R;I TOT.AI.. BUILDING AREA 49 728.00 S.F. 722.00 S.F. ' 49,728.00 S.F. PARKING REQUIRED 1 SPACE/ ROOM = 88 SPACES 1/200 S.F = 4 SPACES 92 SPACES PARKING FURNISHED PROJECT MANAGER: BE CORRECTED TO REFLECT "AS BUILT" CONDITIONS. 92 SPACES H.C. PARKING REQUIRED _ _ 4 HC (1 VAN) H.C. PARKING FURNISHED TIME DURING CONSTRUCTION. 4 HC (1 VAN) GENERAL NOTES: 1 AIL CONSTRUCTIO S y� ALL MEMORIAL<,y ..yam f rn "% 02 �C �O SITE E 0-011 Mg F -p MT Iii J ___j C.. S_.. agside Court Cell No: 972.415.1730 TX. 75150 TeleFax: 214.501.2697 PROJECT NAME: ENGIN ERING SITE PLAN AND DIMENSION CONTROL pp OPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER AMR HOTELS LLC I. s'v��r--r.,-�•^,^r^•^•^r-�-".ice.-� 420 I ACEBARK DRIVE ) VICINITY MAP SCALE : NONE I' IRVING, TEXAS 75063 Cell #: 214.395.9398 r; ENGINEER COMPANY!' GENERAL CONSTRUCTION NOTES IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, E. M. FAG G ET ENGINEERING AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, FORT WO�H, TEXAS 76102 COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, N � ,. N HALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS OF CITY OF COLLEGE STATION, TEXAS. )NA WHEN REQUIRED DURING CONSTRUCTION OR OTHER TEMPORARY USE, PROJECT STATUS: I': WITH APPROVED SIGNS SHALL BE PROVIDED AND MAINTAINED FOR FIRE APPARATUS 2. C', NTRACTOR SHALL PROVIDE "AS BUILT" PLANS TO THE ENGINEER ACCESS ROADS TO IDENTIFY SUCH ROADS AND PROHIBIT THE OBSTRUCTION - S 0 :THAT THE REPRODUCIBLES OF THE ENGINEERING PLANS MAY THEREOF OR BOTH. SIGN MUST BE SECURED SO THAT THEY CANNOT BE PROJECT MANAGER: BE CORRECTED TO REFLECT "AS BUILT" CONDITIONS. 15) MOVED UNTIL PERMANENT FIRE LANE IS PAINTED. 3. T111E CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL ,URB, 1. FIRELANES SHALL REMAIN OPEN/ACCESSIBLE AT ALL THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT NECESSARY WARNING AND SAFETY DEVICES (FLASHING LIGHTS, B RRICADES, SIGNS, ETC.) TO PROTECT THE PUBLIC SAFETY AND TIME DURING CONSTRUCTION. H ALTH UNTIL THE WORK HAS BEEN COMPLETED ENTOW 2. FIRELANE STRIPING & PAVING SPECIFICATIONS SHALL - R. ACC PT, D B H 1 a,--,-�-,--.--•--,--:--.--.--,--,--.-- BE PER CITY'S GENERAL DESIGN STANDARDS DETAIL =D AT ,--„-. ,E. lkq): ---,--,- ;,--.--,.-- ---:-- --,_ � "A OF THE ENGINEER. 4. L ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT 2, BUT 3. FIRELANE SHALL BE INSTALLED &ACCEPTED BY THE 15.0' SPACINGS SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT DS TO CITY PRIOR TO ANY CONSTRUCTION ABOVE THE ; TIC1 BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR ID FOUNDATION. { RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, I) - TOW- AWAY ZONE MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH 'AINT. - G SCiREENING SHALL BE COORDINATED WITH THE BUILDING - A CHITECTURE AND SCALE TO MAINTAIN A UNIFIED ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE f: A PEARANCE." } ( STATION STANDARD DETAILS AND SPECIFICATIONS. ( 5. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE �t 2. lz'Mr-'NON-WNTRA'GT-OR-3"UgUf -SigOP`DRkW[NGS-Or--I;zoIGATION r } ST NDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT LAYOUT AND LIST OF EQUIPMENT PRIOR TO INSTALLATION, { ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW 1 3. POWER TO CONTROLLER SUPPLIED BY OTHERS. STRIPING DETAIL S MD SPECIFICATIONS AN'IOPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY J 4: ALL HEAD PLACEMENT AND PIPING IS DIAGRAMMATIC. � PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED � SUCH IN A MANNER THAT THE PROJECTED CONE OF LIGHT 5. HEADS AND PIPING SHALL BE INSTALLED INSIDE PROPERTY LINE. DOES NOT CROSS ANY PROPERTY LINE. 6. ALL LATERAL PIPING NOT SIZED IS 1/2". 6. T, E LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS 7. ADJUST SPRAYS SUCH THAT MINIMAL WATER OVER SPRAYS PARKING ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR { AREAS AND DRIVEWAYS, YET ALLOWS SUFFICIENT COVERAGE. T LOCATE AND VERIFY IN THE FIELD ANY UTILITIES THAT MAY ! C1 NFLICT WITH THIS CONSTRUCTION. AT LEAST 24 HOURS PRIOR 8. DISTRIBUTIONS LINES ARE TO BE BURIED 12" BELOW FINISHED GRADE, T(BEGINNING CONSTRUCTION IN THE VICINITY OF UNDERGROUND MULCH TOP COVERING IS NOT TO BE CONSIDERED SOIL. U ILITIES, NOTIFY THE FOLLOWING APPLICABLE: ON THIS SHEET. 9. ALL EQUIPMENT TO BE RAINBIRD MODEL OR APPROVED EQUAL. ( A MOS GAS - 10. ALL DISTRIBUTION LINES SHALL BE CL 200 PVC. ( V S RIZON - 1 � DDENLINK - ! 11. ALL SLEEVES SHALL BE SCH 40 PVC. C � LLEGE STATION UTILITIES 7. 10 % COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE f R CK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, t= S ALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WA f , AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 8. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM ( BREAKER A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A t DqUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE �} 2394. 9. AIL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. ! 10 SIGNAGE WILL BE PERMITTED SEPARATELY. y� ALL MEMORIAL<,y ..yam f rn "% 02 �C �O SITE E 0-011 Mg F -p MT Iii J ___j C.. S_.. agside Court Cell No: 972.415.1730 TX. 75150 TeleFax: 214.501.2697 PROJECT NAME: ENGIN ERING SITE PLAN AND DIMENSION CONTROL pp OPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER AMR HOTELS LLC I. s'v��r--r.,-�•^,^r^•^•^r-�-".ice.-� 420 I ACEBARK DRIVE ) VICINITY MAP SCALE : NONE I' IRVING, TEXAS 75063 Cell #: 214.395.9398 r; ENGINEER COMPANY!' GENERAL CONSTRUCTION NOTES IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, E. M. FAG G ET ENGINEERING AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, FORT WO�H, TEXAS 76102 COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, N � ,. OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: EDWARD FAGGETT THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC INFORM, PREPARED BY THE ENGINEER! JR EISENHOUR CONSULTING LLC, FOR PERMITTING . ,� ....GG 37209W f�'. ' - - - UNDERNTHETEXASIENGNIEERINGACTS AN SE - PROJECT MANAGER: FIRE LANE UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, REVISED OR TRANSMITTED TO ANY THIRD PARTY. FREDERICK L. GAT f oZ) THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAW NGS RELATIVE TO THIER PERFORMANCE CONTRACT (N z .. - REVISION DATE: 10/1! (n THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER. PLOT DATE: 10/11 w OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS 15.0' SPACINGS AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. 4 "FIRE LANME - NQ PA8KIN_G TYPICAL -NO PARKIN - TOW- AWAY ZONE - N FIRE.LANE STRIPING DETAILS 0_2SC ALE: NTS O W STRIPING DETAIL S MD SPECIFICATIONS L—L m A. PAINT: 1. STRIPE SHALL BE SIX(6) INCHES WTFN-TED WITH AN EXTERIOR ACRYLIC LATEX PAINT. COLOR SHALL BE "TRAFFIC RED" GL=N NO. 63251 OR EQUAL. 2. LETTERS SHALL BE FOURC4)INCHES HIGH PAINTED WITH AN EXTERIOR ACRYLIC PAINT. COLOR SHALL BE "TRAFFICWHITE" GLIDDEN NO. 563245 OR EQUAL. B. APPLICATION: 1. STRIPE MAY BE BRUSHED OR SPRAYED, ONE COAT TO FINISH. 2. LETTERS SHALL BE STENCIL FORMED, BRUSH APPLIED AND SPACED AS DETAILED ON THIS SHEET. y� ALL MEMORIAL<,y ..yam f rn "% 02 �C �O SITE E 0-011 Mg F -p MT Iii J ___j C.. S_.. agside Court Cell No: 972.415.1730 TX. 75150 TeleFax: 214.501.2697 PROJECT NAME: ENGIN ERING SITE PLAN AND DIMENSION CONTROL pp OPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER AMR HOTELS LLC I. s'v��r--r.,-�•^,^r^•^•^r-�-".ice.-� 420 I ACEBARK DRIVE ) VICINITY MAP SCALE : NONE I' IRVING, TEXAS 75063 Cell #: 214.395.9398 r; ENGINEER COMPANY!' GENERAL CONSTRUCTION NOTES IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, E. M. FAG G ET ENGINEERING AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, FORT WO�H, TEXAS 76102 COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, N � ENGINEER'S SIGNED/SEALED: EMBA KMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: EDWARD FAGGETT THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC INFORM, PREPARED BY THE ENGINEER! JR EISENHOUR CONSULTING LLC, FOR PERMITTING . ,� ....GG 37209W f�'. ' ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREItJ. ONLY THE ,� 0•, ;#,�lgSj01VAL UNDERNTHETEXASIENGNIEERINGACTS AN SE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHTOR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. PROJECT MANAGER: UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, REVISED OR TRANSMITTED TO ANY THIRD PARTY. FREDERICK L. GAT DESIGN COORDINATOR: THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAW NGS RELATIVE TO THIER PERFORMANCE CONTRACT AS SPECIFIED IN THE CONTRACT DOCUMENTS. - REVISION DATE: 10/1! THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER. PLOT DATE: 10/11 OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS DRAWING BY: AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. ENGINEER'S SIGNED/SEALED: ....%....................... ..i.... EDWARD FAGGETT DATE ON THE DATE INDICATED HEREIN. ALTERATION OF A SEALED DOCUMENT . ,� ....GG 37209W f�'. ' WITHOUT PROPER NOTIFICATION TO THE ,� 0•, ;#,�lgSj01VAL UNDERNTHETEXASIENGNIEERINGACTS AN SE G lL SHEET: n 4 PER CITY REQUIREMENTS VAN I I ONLY WHERE REQUIRED ACCESSIBLE SITE CONCRETE OR FINISHED GRADE �� \i C ,-- 3000 PSI CONC. 01 DETAIL— HANDICAP SIGN SCALE: NONE ( c c 0 0 HANDICAP SIGN SEE I— DETAIL 01/C1a _ 8" x 6"-0" CONCRETE BUMPERS - CONTINUOUS STRIPING @ CROSSWALKS, PER PLAN TYPE HANDICAP SYMBOL CENTER IN PARKING SPACE (INTERNATIONAL SYMBOL OF ACCESSIBILITY) DETAIL 03/C1a 4" PAINTED STRIPES- TYPE AT ALL PARKING LOCATIONS VAN ACCESSIBLE DETAIL — ACCESSIBLE 02 PARKING GRAPHICS SCALE: NONE ACCESSIBLE ROUTE NOTES: 1. MAXIMUM LONGITUDINAL SLOPE, 1:20 2. MAXIMUM CROSS SLOPE, INCLUDING PARKING AISLE, 1:50 .•. � .�-. �°--� � �-- �-'\-.�-...o'er ���` 6" CMU W/ CONIC. D VOIDS ON TOP ALL ALL SIDES H W/ ACRYLIC 05 TRASH ENCLOSURE PLAN SCALE: NONE 35 REBAR x 14" MIN. W/ HOOK TIED TO VERT.REBAR PROVIDE HORIZ. REBARS WELDED TO STEEL CHANNEL @ EVERY OTHER CMU COURSE d a PR 6'-0" CHAIN REBARS WELDED TO a STEEL CHANNEL @ EVERY OTHER CMU A 10 SPUN ALUMINUM COLLAR SEALANT LED LIGHTING, REFER TO ELECTRICAL CONDUIT SEALED BALLAST HOUSING 0 HANDICAPPED D I CAPPED ANCHOR ASSEMBLY AS 3APPROVED BY FLAG POLE PARKING SYMBOL MANUFACTURER (INCLUDES BASE SCALE: NONE PLATE, SETTING PLATE, SLEEVE, GROUND SPIKE AND RELATED COMPONENTS) COMPACTED SUBGRADE 8" CMU -GROUT CELLS FULL W/ CONCRETE, BACK 4'-0" FROM FACE OF STEEL CHANNEL 94 VERTICAL REBAR IN GROUT FULL HEIGHT OF C.M.U. WALL 0 SET CHANNEL IN FULL GROUT 6" PIPE COLUMN FILLED W/ CONC. 06MASONRY ENDWALL DETAIL SCALE: NONE MC 8x8.Ox6'-0" [BOTH SIDES OF ENCLOSURE] PAINTED TO MATCH EXT. BLI E 6" DIAMETER ALUMINUM FLAGPOLE (20'-25' TALL) RESERVED FIXTURE IPS B AR NG COLORS: INTERNATIONAL_ I.'I LEGEND & BORDER: GREEN SYMBOL OF 5 BACKGROUND: WHITE ACCESSIBILITY A SYMBOL: WHITE ON BLUE X 4 BACKGROUND 16 3 PUBLIC LAVATORY 2 3/8" O.D. GALV. fir: ° � n STEEL POST. 1 URINAL VAN I I ONLY WHERE REQUIRED ACCESSIBLE SITE CONCRETE OR FINISHED GRADE �� \i C ,-- 3000 PSI CONC. 01 DETAIL— HANDICAP SIGN SCALE: NONE ( c c 0 0 HANDICAP SIGN SEE I— DETAIL 01/C1a _ 8" x 6"-0" CONCRETE BUMPERS - CONTINUOUS STRIPING @ CROSSWALKS, PER PLAN TYPE HANDICAP SYMBOL CENTER IN PARKING SPACE (INTERNATIONAL SYMBOL OF ACCESSIBILITY) DETAIL 03/C1a 4" PAINTED STRIPES- TYPE AT ALL PARKING LOCATIONS VAN ACCESSIBLE DETAIL — ACCESSIBLE 02 PARKING GRAPHICS SCALE: NONE ACCESSIBLE ROUTE NOTES: 1. MAXIMUM LONGITUDINAL SLOPE, 1:20 2. MAXIMUM CROSS SLOPE, INCLUDING PARKING AISLE, 1:50 .•. � .�-. �°--� � �-- �-'\-.�-...o'er ���` 6" CMU W/ CONIC. D VOIDS ON TOP ALL ALL SIDES H W/ ACRYLIC 05 TRASH ENCLOSURE PLAN SCALE: NONE 35 REBAR x 14" MIN. W/ HOOK TIED TO VERT.REBAR PROVIDE HORIZ. REBARS WELDED TO STEEL CHANNEL @ EVERY OTHER CMU COURSE d a PR 6'-0" CHAIN REBARS WELDED TO a STEEL CHANNEL @ EVERY OTHER CMU A 10 SPUN ALUMINUM COLLAR SEALANT LED LIGHTING, REFER TO ELECTRICAL CONDUIT SEALED BALLAST HOUSING 0 HANDICAPPED D I CAPPED ANCHOR ASSEMBLY AS 3APPROVED BY FLAG POLE PARKING SYMBOL MANUFACTURER (INCLUDES BASE SCALE: NONE PLATE, SETTING PLATE, SLEEVE, GROUND SPIKE AND RELATED COMPONENTS) COMPACTED SUBGRADE 8" CMU -GROUT CELLS FULL W/ CONCRETE, BACK 4'-0" FROM FACE OF STEEL CHANNEL 94 VERTICAL REBAR IN GROUT FULL HEIGHT OF C.M.U. WALL 0 SET CHANNEL IN FULL GROUT 6" PIPE COLUMN FILLED W/ CONC. 06MASONRY ENDWALL DETAIL SCALE: NONE MC 8x8.Ox6'-0" [BOTH SIDES OF ENCLOSURE] PAINTED TO MATCH EXT. BLI E 6" DIAMETER ALUMINUM FLAGPOLE (20'-25' TALL) RE: MANUR GROUNDING ' SPIKE STANDARD 6" DIAMETER FLAGPOLE 04 CONCRETE CURB & GUTTER SCALE: NONE STEEL GATES W/ PADLOCKS HASP & ROD ATTACHMENTS 7 DRAINAGE FIXTURE UNITS (DFU) SUMMARY u FIXTURE X DFU = TOTAL 88 PRIVATE BATH, RM. GRP. X 5 a_ d° ° a ° A PUBLIC WATER CLOSET X 4 = 16 3 PUBLIC LAVATORY X fir: ° � n 3 1 URINAL X w = 3 3 Of X 3 d. d - n g °[ MOP SINK ° � = I 4 FLOOR DRAIN '','; X 2 = Q 5 SERVICE SINK i X LI- f 10 TOTAL DRAINAGE FIXTURE UNITS = 491 USE 6"0 MAIN COLD WATER SUPPLY FIXTURE UNITS QTY. FIXTURE X a ° z. = TOTAL 88 Q X 2.7 = 237.6 4 PUBLIC WATER CLOSET X 5 = 20 3 LLI X 1.5 = Q U- 1 URINAL a w d I. ° ° a 3 = 9 1 MOP SINK °. 2.25 = 2.25 5 SERVICE SINK' X 2.25 = 11.25 TOTAL COLD WATER SUPPLY FIXTURE UNITS = 287.6 TOTAL DEMAND BASED ON 248 FIXTURE UNITS FOR FLUSH TANK= 85 GPM WATER MAIN PIPE SIZ5 FOR HOT & COLD SUPPLY = 2"0 USE 2"0 MAIN HOT WATER SUPPLY FIXTURE UNITS QTY. ° X CWSFU = d 88 PRIVATE BATH RM. GRP. X d = -° d ( X ° (O° - ° 3 CLOTHES WASHER X _oI = 9 5 1 d RE: MANUR GROUNDING ' SPIKE STANDARD 6" DIAMETER FLAGPOLE 04 CONCRETE CURB & GUTTER SCALE: NONE STEEL GATES W/ PADLOCKS HASP & ROD ATTACHMENTS 7 DRAINAGE FIXTURE UNITS (DFU) SUMMARY QTY. FIXTURE X DFU = TOTAL 88 PRIVATE BATH, RM. GRP. X 5 = 440 4 PUBLIC WATER CLOSET X 4 = 16 3 PUBLIC LAVATORY X 1 = 3 1 URINAL X 3 = 3 3 CLOTHES WASHER X 3 = 9 1 MOP SINK X 2 = 2 4 FLOOR DRAIN '','; X 2 = 8 5 SERVICE SINK i X 2 = 10 TOTAL DRAINAGE FIXTURE UNITS = 491 USE 6"0 MAIN COLD WATER SUPPLY FIXTURE UNITS QTY. FIXTURE X CWSFU = TOTAL 88 PRIVATE BATH RM. GRP. X 2.7 = 237.6 4 PUBLIC WATER CLOSET X 5 = 20 3 PUBLIC LAVATORY X 1.5 = 4.5 1 URINAL X 3 = 3 3 CLOTHES WASHER X 3 = 9 1 MOP SINK X 2.25 = 2.25 5 SERVICE SINK' X 2.25 = 11.25 TOTAL COLD WATER SUPPLY FIXTURE UNITS = 287.6 TOTAL DEMAND BASED ON 248 FIXTURE UNITS FOR FLUSH TANK= 85 GPM WATER MAIN PIPE SIZ5 FOR HOT & COLD SUPPLY = 2"0 USE 2"0 MAIN HOT WATER SUPPLY FIXTURE UNITS QTY. FIXTURE X CWSFU = TOTAL 88 PRIVATE BATH RM. GRP. X 1.5 = 132 3 PUBLIC LAVATORY X 1.5 = 4.5 3 CLOTHES WASHER X 3 = 9 5 1 SERVICE SIN X 2.25 = 11.25 TOTAL HOT WATER SUPPLY FIXTURE UNITS = 156.75 TOTAL POSSIBLE DEMAND = G.P.H x DEMAND FACTOR (.25) = PROBABLE MAX. DEMAND G.P.H PROBABLE MAX. DEMAND = 35 G.P.H x STORAGE CAPACITY FACTOR (0.80) USE 2"0 MAIN = 29 GAL. CAPACITY OF TANK I t PR VIDE ONE PAIR I I I HI ES @ EACH DOOR i r "STNLEY#5 8601-8" I [ [ @ EACH DOOR JAMB [ [ TY. EACH DOOR C7771 06 , t t t F:a;�I $rk s99 t` I WELDED T� 3F .�mF1 �fi w [ t ( MC 8x8.5x6'- I ANLEY #1010" :EL 180 CANE 1044 MorriuWgside Court Cell No 972 415.1730 Mesquite, TX. 75150 TeleFah. 214 501.2697 -TS ONE PER DR BOLLARD ON EACH PROJECT NAME: CORNER DUMPSTER & FLAG POLE DETAILS 07TRASH ENCLOSURE ELEVATION & WATER DEMAND TABULATIONS SCALE. NONE PROPOSED LA QUINTA INN &SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER I' AMR HOTELS LLC 420 LACEBARK DRIVE j IRVING, TEXAS 75063 Cell #: 214.395.9398 ENGINEER COMPANY: GENERAL CONSTRUCTION NOTES E.M.FAGG ET IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE FORMATION, ENGINEERING AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER U ITf COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFO MATION OF P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OP COMMUNICATION CABLES, ANONDTHE LIKE, PRIOR TO PERFORMING ANY DIRT ,EXCAVATION, EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK RK F THIS PROJECT. FORT WCRFH, TEXAS 76102 OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: ESE D A��WIN� WHE R PRIED 0,� LECTQNIC 1FORM EPAHE ENGINEER 1 JR EISENHOUR CONSULTING LLC, FOR PERMITTING ENGINEER'S SIGNED/SEALED: ++ QF AR UIPIEiJTS ER THR[70'GH t H Tf c �Oh!'fR7TCT0 ALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. PROJECT MANAGER: q;lf SHEET: UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, FREDERICK L. GA-I-ELA ,R ••' �,� �� REVISED OR TRANSMITTED TO ANY THIRD PARTY. t THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT DESIGN COORDINATOR: `.... .."'"""•"'"•"••' '••�•••••� SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT EDWARD.FAGGETT l ' la A.S SPECIFIED IN THE CONTRACT DOCUMENTS. - V DATE...........................................I...../ THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER •moi REVISION DATE: 10/19/13 ON THE DATE INDICATED HEREIN. "�' M PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITH THE SPECIFIC WRITTEN CONSENT 37209 OF THE ENGINEER. PLOT DATE: 10/19/13 ALTERATION OF A SEALED DOCUMENT Ob�0% �j OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS WITHOUT PROPER NOTIFICATION TO THE �� �� • C(�+ENS�V ,: 1`j - AND SHALL NOT 8E CONSTRUED AS PUBLICATION OR LOSS OF E(JGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWING BY: RESPONSIBLE ENGINEER IS AN OFFENSE II` sof'••`•-.G.,1�... •. 'U' Or.,'. ..n..- UNDER THE TEXAS ENGINEERING ACT. INSTALL: 1-12"xO"TAPPING TEE 1'O"VALVE & BOX STD. DETAIL W1 1- 2" DOUBLE CHECK VALVE AS BACKFLOW PREVENTION ASSEMBLY(IRR-) 4q—* INSTALL: TEE cw e LOT 4R 1- 2" DOUBLE CHECK VALVE AS 0.629 acres BACKFLOW PREVENTION ASSEMBLY(DOM.) 0 27,400 sq ft (REFER TO CITY OF COLLEGE STATION r 51 6875/125 INSTALL: Cp 1- 6" DOUBLE CHECK VALVE AS ev 1- STANDARD FIRE HYDRANT BACKFLOW PREVENTION ASSEMBLY (FIRELINE) y- j (REFER TO CITY OF COLLEGE STATRJOI STD. FIRE HYDRANT ASSEMBLY DETAIL W1-0 ITm EX. GAS PIPELINE 21 "t SIGN EX. WM 41, Tz R4 INSTALL: Al - CONNECT PROP. 6" PVC SS LINE TO EXIS EXIST. FL TO FIELD VERIFY DURING CONSTRUCTION FDIC /oEX ORM MH co Ib 41 co, 0 CO IS Rz ko �A R 1 4 A�� / /_� /. 411 A. / � / RI �.r N-��- / . / /Asr LOT 6R-2 z�\�� /' /` 2.838 acres 103'807mqft / YJ/� / / `~'' / ��� K8|N.F.F.-28B.DS R. A.TO|S��N ' - ^� nEmx~mwcnur�pAGnc/n,^G/ - 3116/35 ~~ � � . � #k�������� � __- - ONE � � � � ' Nz` 0 1 UTILITY PAN SCALE: 1^=3O' -O" GRAPHIC SCALE 0 30 15 0 �����UU~�-��K��nwr SEWER PROFILE - ��U�U SANITARY �������� n�����HOR.SCALE: 1"=3O' -O VER. SCALE: 1"=3'-U" SANITARY SEWER MANHOLE SS (2) EXISTING CONTOURS STORM SEWER MANHOLE MH (a ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT ovRsvuw^w,mmsmnsasRVEomooroow`nsosoRmWIwou. CO 00 062 00 00 00 00 CC) THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT DESIGN COORDINATOR: SUPPLIER ARE PERMITTED ,nUSE onREPRODUCE povnvm«nvrTHE DRAWINGS RELATIVE mmspPERFORMANCE CONTRACT C14 CN C\1 C14 -410- ELEV. SANITARY SEWER PIPE POWER POLE PP 0 E -SS �-SS EXISTING TELEPHONE BOX TB F] SANITARY SEV\/FR PIPE INSTALL DOUB WATER METER E C.O. WATER LINE GATE VALVE GV EXISTING INSTALL 6" WY4 LIGHT POLE 13-6 290 PROPOSED WITH CLEANOUt POWER LINE IRRIGATION SPRINKLER 0 EXISTING HEAD LOCATION POWER LINE VAN ACCESSIBLE PROPOSED HANDICAP PARKING TELEPHONE LINE SIGN LOCATION TELEPHONE LINE RIGHT OF WAY R.O.W. PROPOSED GAS LINE SET IRON ROD S.I.R. EXISTING EXPANSION JOINT E.J. GAS LINE STORM SEWER PIPE CONSTRUCTION JOINT C.j. EXISTING EXIST. LIGHTPOLE STORM SEWER PIPE PROPOSED GUY WIRE DRAINAGE & UTILITY DEWE FINISH GRADE 285 EXIST. -J GROUND LLI DRAINAGE FLOWARROW TRAFFIC FLOWARROW OVERHEAD ELECTRICAL --t—PROP. 211 GAS LINE LINE FOUND IRON ROD F.I.R. GAS METER GME] EXISTING FIBER OFTICS CABLE EXIST. WATER VALVE 016 SLOpgI EXIST. 6" PVC SS LINE 280 WATER Q CAP 51 MGD 0.020 0 L 914 00' 275 �����UU~�-��K��nwr SEWER PROFILE - ��U�U SANITARY �������� n�����HOR.SCALE: 1"=3O' -O VER. SCALE: 1"=3'-U" SANITARY SEWER MANHOLE SS (2) EXISTING CONTOURS STORM SEWER MANHOLE MH (a ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT ovRsvuw^w,mmsmnsasRVEomooroow`nsosoRmWIwou. PROPOSED CONTOURS CLEAN OUT CO 0 THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT DESIGN COORDINATOR: SUPPLIER ARE PERMITTED ,nUSE onREPRODUCE povnvm«nvrTHE DRAWINGS RELATIVE mmspPERFORMANCE CONTRACT ^oSPECIFIED wTHE CONTRACT DOCUMENTS. PROPOSED FIRE HYDRANT FH -410- SANITARY SEWER PIPE POWER POLE PP 0 E -SS �-SS EXISTING TELEPHONE BOX TB F] SANITARY SEV\/FR PIPE PROPOSED WATER METER wm WATER LINE GATE VALVE GV EXISTING WATER LINE LIGHT POLE 13-6 PROPOSED POWER LINE IRRIGATION SPRINKLER 0 EXISTING HEAD LOCATION POWER LINE VAN ACCESSIBLE PROPOSED HANDICAP PARKING TELEPHONE LINE SIGN LOCATION TELEPHONE LINE RIGHT OF WAY R.O.W. PROPOSED GAS LINE SET IRON ROD S.I.R. EXISTING EXPANSION JOINT E.J. GAS LINE STORM SEWER PIPE CONSTRUCTION JOINT C.j. EXISTING EXIST. LIGHTPOLE STORM SEWER PIPE PROPOSED GUY WIRE DRAINAGE & UTILITY DEWE DRAINAGE FLOWARROW TRAFFIC FLOWARROW OVERHEAD ELECTRICAL LINE FOUND IRON ROD F.I.R. GAS METER GME] EXISTING FIBER OFTICS CABLE EXIST. WATER VALVE 11 VICINITY MAP GENERAL CONSTRUCTION NOTES SCALE: NONE ITSHALLBE THE GENERAL RESPONSIBILIT"YTONOTIFY, PROVIDE INFORMATION. AND COORDINATE WITH THE CITYICOUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMAT`ION OF ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT <��yJ��4 »J����' --``--'---'`-'--' 1ALL CONSTRUCTION SHALL CONFORM TOTHE REQUIREMENTS OF THE STANDARD SPECIFICATIONS OFTHE CITY OFCOLLEGE STATION, TEXAS. 2. CONTRACTOR SHALL PROVIDE "AS BUILT" PLANS TOTHE ENGINEER 8OTHAT THE REPRODUC|BLESOFTHE ENGINEERING PLANS MAY BECORRECTED TOREFLECT "AS BUILT" CONDITIONS. 3. THE CONTRACTOR SHALL BEREQUIRED TOPROVIDE AND MAINTAIN ALL NECESSARY WARNING AND SAFETY DEVICES (FLASHING LIGHTS, BARRICADES, SIGNS, ETC.)TOPROTECT THE PUBLIC SAFETY AND HEALTH UNTIL THE WORK HAS BEEN COMPLETED AND ACCEPTED BY THE CITY. 4. 1 THE LOCATIONS OFEXISTING UTILITIES SHOWN ONTHESE PLANS ARE APPROXIMATE. |T|STHE RESPONSIBILITY OFTHE CONTRACTOR TOLOCATE AND VERIFY |NTHE FIELD ANY UTILITIES THAT MAY CONFLICT WITH HIS CONSTRUCTION. ATLEAST 48HOURS PRIOR TOBEGINNING CONSTRUCTION |NTHE VICINITY OFUNDERGROUND | UTILITIES, NOTIFY THE FOLLOWING AND ANY OTHER THAT MAY � BE APPLICABLE. CITY OFCOLLEGE STATION SEVVER8NATER/TRAFF|C ' 5. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE PROTECTION OFALL EXISTING UTILITIES ORSERVICE LINES CROSSED OREXPOSED BYHIS WORK. WHERE EXISTING UTILITIES ORSERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPLACE ORREPAIR THE SAME WITH THE SAME TYPE OFORIGINAL MATERIAL, ORBETTER ATHIS OWN EXPENSE. FAILURE TOSHOW UTILITY ORSERVICE LINES UNTHE PLANS DOES NOT i RELIEVE THE CONTRACTOR OFTHE RESPONSIBILITY TOPREVENT DAMAGE / TO6A|DLiNES O. STABILIZED CONSTRUCTION ENTRANCE SHALL BEMAINTAINED. SEDIMENT � TRACKED ONTO EXISTING STREETS SHALL BEREMOVED IMMEDIATELY. 7. � ALL UTILITY WORK |NCITY R.O.VKTOBE|NACCORDANCE WITH CITY OFCOLLEGE STATION SPECIFICATIONS. 8. CONTRACTOR |SRESPONSIBLE FOR OBTAINING ANY PERMITS, PAYMENT � OFANY FEES AND PROVIDING BONDS NECESSARY FOR WORK |NANY PUBLIC R.O.VK'GASREQUIRED BYANY GOVERNMENTAL AUTHORITY. g. ALL PLUMBING LINES, ELECTRICAL CONDUITS AND PVC SLEEVES TOBE|MBEDED|N12"OFSAND, BACKFILLED & COMPACTED WITH | SELECT FILL. ALL EMPTY CONDUITS TOHAVE END CAPS. CONDUIT FOR ELECTRICAL TOHAVE PULL STRINGS. 10J| WATER LINE PIPING SHALL BEPVC C9OOCLASS 200DR14. i 11.1 SANITARY SEWER LINE |STOBESDR 35PVC GREEN |NCOLOR. 12.1 CONTACT THE CITY ENGINEER FOR SCHEDULING OF PRECONSTRUCT|ONMEETING PRIOR TOSTARTING CONSTRUCTION ONTHE PUBLIC WORKS PORTION nFTHE PROJECT. 13. |NSTREET CONSTRUCTION BARRICADE LAYOUT MUST MEET Tk8UTCD |WORK ZONE REQUIREMENTS. | 14. |THE MINIMUM BURY DEPTH SHALL BEATLEAST 48'FROM iFINISHED GRADE TOTHE TOP OFTHE PIPE. | ' U U| ONE agsidec^mt CeHNo: 972.mzns TX. 75150 TeleFax: 214.501.2697 UTILITY PLAN PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNERIDEVELOPER AMR HOTELS LLC 420,LACEBARK DRIVE IRVING, TEXAS 75063 Cell #: 214.395.9398 E.M. AGGET ENGINEERING P.O. BOX 17605 FORT WCKTH, TEXAS 76102 ENGINEER'S SIGNEDISEALED: DATE ONTHE DATE INDICATED HEREIN. ALTERATION OF AmEALED DOCUMENT WITHOUT PROPER NOTIFICATION roTHE RESPONSIBLE ENGINEER mmvOFFENSE UNDER THE TEXAS ENGINEERING ACT. SHEET: EDWARD FAGGE7T C2 P% 37209 U �.� PROJECT STATUS. OWNERSHIP AND USE OFDRAWINGS THESE DRAWINGS WHETHER PRINTED m"ELECTRONIC mFORM, PREPARED o,THE ENGINEER 'Jnaosww,URCONSULTING LLC. FOR PERMITTING ARE INSTRUMENTS orSERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HsnrIRomnrvs ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT ovRsvuw^w,mmsmnsasRVEomooroow`nsosoRmWIwou. PROJECT MANAGER: UNLESS oTHcRWIoeAGREED `noxPERMITTED /wWRITING avTHE ENGINEER, THESE onmVAwoaSHALL NOT osCOPIED, FREDERICK L. GAT REVISED uRTRANSMITTED mANY THIRD PARTY. THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT DESIGN COORDINATOR: SUPPLIER ARE PERMITTED ,nUSE onREPRODUCE povnvm«nvrTHE DRAWINGS RELATIVE mmspPERFORMANCE CONTRACT ^oSPECIFIED wTHE CONTRACT DOCUMENTS. THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER REVISION DATE: 10/1! PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT orTHE ENGINEER. PLOTDATE: 10/1! OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORYnEQm/vsM,mTS AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. 8ur. .� V E.M. AGGET ENGINEERING P.O. BOX 17605 FORT WCKTH, TEXAS 76102 ENGINEER'S SIGNEDISEALED: DATE ONTHE DATE INDICATED HEREIN. ALTERATION OF AmEALED DOCUMENT WITHOUT PROPER NOTIFICATION roTHE RESPONSIBLE ENGINEER mmvOFFENSE UNDER THE TEXAS ENGINEERING ACT. SHEET: EDWARD FAGGE7T C2 P% 37209 U �.� STA. 0+05.64 LINE W-2 j I Lu. ,` K `eg ti INSTALL: .Is r O 1- 6"x 2" TEE & VALVE H �� INSTALL: tip w j O� DO Gj Q�✓STA. 0+49.56 LINE W-2 1- 2 WATER METER (IRR.) 1 ° l 1- 6" X 6" TEE 1 INSTALL: 1- 2" DOUBLE CHECK VALVE AS II 1- VALVE �' �.��Q� 1- 6" X 90° ELBOW BACKFLOW PREVENTION ASSEMBLY(IRR.)� I J u oow ��� f �� P t 1- STANDARD FIRE HYDRANT C7 ~ g (REFER FIREOHYDR T ACITY OF S SEMBLY DETLLEGE AIL W1-02 STA. 0+00 LINE W-2 LL W Q �O J J�J INSTALL: } Ci LL W 1- 12" x 6" TAPPING TEE i I jICO 1- 6" VALVE r i p w W `r 7.5' BUILDING SETBACK f REFER TO B/CS UNIFIED GATE VALVE 1 Q 0 r �o - _--�_Q - - --- -- - - -- -- �� BOX STD DETAIL W1 00).,V.1 J i� woo 57< + I+O O J O -- = Ej S 48°18'42___ 2Q0,9 I O LL = ® 6" wxTERL. IIId 250.00' W B a- 4 I'i w �� OP FH n/ U' F- C9 - - ¢ - +CROP 2" [P_OM ILL Co LL PROP. 6" WATER LI E Q Q 1-7- I I PIR P. 2" GAS LI I-7� 0- ® hs® u3 •VS�G C.5®Ea<®Gata� :5>�l5 10.0., . J� p Y u w�---� 24 FIRELANE I LV I Iia U W = w 1 ... ......'f r k 1 Q o U �i I I pG ®1 WATER PLAN SCALE: 1" = 30'-0" GRAPHIC SCALE 0 30 15 60 290 285 280 275 o OR w PROP. 00 0D 00 00 CID GRADE 0 N N N N N ELEV. LL w t 5 N C�wp (w w w s w w —z '� m – Q �_ _z _ w J JI �] LL z CL �' off J 06 w M J J O Q > J .. �....�. W J � < ;. �3 O O Q J O J(pJQ O_J+ 0= +—IZ —_ X o >OQ�(O Q`co0 Q�i—(n Z I? 3: I (~lJlz Z' €Z r BIZ Q r -FINISH GRADE, _..- _._.._..-__.._z _-- . ......... ..............._. EXIST. GROUND PROP. 6" WATER EXISTING 12 C-900 WATER w zw FORD PART NO. 28 DAY CONCRETE 1. VALVE EXTENSION TO BE USED ONLY WHEN TOP STRENGTH=2000 psi `- WITH #4 BAR AROUND FINISHED GRADE. fn 2. ALL VALVE OPERATING NUT EXTENSIONS ARE TO 1" X 8.5" LONG BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED 1-1/2" METER NIPPLE WITH TWO (2) COATS OF METAL PAINT. 1-1/2" METER BUSHING 3. EXTENSIONS SHALL BE A MINIMUM OF ONE (1) I—LL N FOOT LONG. 2" METER BUSHING 4. VALVE BOX LIDS LOCATED ON VALVES TO PROJECT MANAGER: ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. WATER LINES SHALL BE AMPro USA, LL562 Q O O W r) LOCKABLE LID. - UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, REVISED OR TRANSMITTED TO ANY THIRD PARTY. FREDERICK L. GATIELA - CP > _ CD THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT AS SPECIFIED IN THE CONTRACT DOCUMENTS. O- w O o N (o m (D CIDco O DATE LO i� LO THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER. OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. dz t`O06 U Z= N O Ng O= N O N Og N O N 11, O NO N II NN II II NI II II ly w > Z X >� N Z Q U t0 t0 (O CO ` (O z ww 11 OUZ OOZ�UOO J LJ J_ LL J .LL JI LL J LL 0+00 0+05.64 0+38.54 0+43.13 0+49.56 02 6" WATER PROFILE LINE W-2 HOR. SCALE: 1" = 30'-0" VER. SCALE: 1" = 3'-0" STATION m •A I I^ I as "I I. I _.Aa ' L, I A. •i r A TRAFFIC RATED COPPERHEAD SNAKEPIT TEST STATION OR APPROVED EQUAL NOTES: 24"X24"X6" FORD PART NO. 28 DAY CONCRETE 1. VALVE EXTENSION TO BE USED ONLY WHEN TOP STRENGTH=2000 psi OF GATE VALVE IS DEEPER THAN 5 FEET FROM WITH #4 BAR AROUND FINISHED GRADE. ALL VALVE BOX. 2. ALL VALVE OPERATING NUT EXTENSIONS ARE TO 1" X 8.5" LONG BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED 1-1/2" METER NIPPLE WITH TWO (2) COATS OF METAL PAINT. 1-1/2" METER BUSHING 3. EXTENSIONS SHALL BE A MINIMUM OF ONE (1) 2" METER NIPPLE FOOT LONG. 2" METER BUSHING 4. VALVE BOX LIDS LOCATED ON VALVES TO PROJECT MANAGER: ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. WATER LINES SHALL BE AMPro USA, LL562 LOCKABLE LID. TRAFFIC RATED COPPERHEAD SNAKEPIT TEST STATION OR APPROVED EQUAL A AWWA C900 PRESSURE PIPE 4 ga. INSULATED COPPER TRACER WIRE VALVE BOX PER SPECS WITH BOX EXTENSION AS NEEDED A -2" SQUARE AWWA NUT EXTENSION WITH CENTERING COLLAR TERMINATE 4' TO 5' FROM TOP OF BOX STD. GATE VALVE W/ STAINLESS STEEL BOLTS PVC OR D.I. PIPE BLOCK AS DIRECTED MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX B/CS UNIFIED DETAIL NO: STANDARD DETAIL W1-00 wq" CITY OF COLLEGE STATION METER SWIVEL NUT OR NIPPLE ANGLE STOP 1-1/2" BALL VALVE (FOR DOUBLE SERVICE ONLY) METER NUT SIZE FORD PART NO. 3/4" X 2.5" LONG C38-23-2-5 3/4" X 3" LONG C38-23-3 3/4" X 12" LONG C38-23-12 1" X 2.625" LONG C38-44-2-625 1" X 8.5" LONG C38-44-8-5 1-1/2" METER NIPPLE C38-66-2-875 1-1/2" METER BUSHING BBIM-66 2" METER NIPPLE C38-77 2" METER BUSHING BBIM-77 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2: MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. ddemalb 1BDATE: CITY OF BRYAN AUG. 2012 TA. G-dUk 7b—S01h 0 ETER BOX U LTJ VHWA A DOUMESERVICE GLE STOP WATER METER A METER BOX METER SWIVEL NUT OR NIPPLE TYPE "K" COPPER PIPE (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) —1-1/2"BALL VALVE ( FOR DOUBLE SERVICE ONLY) CITY OF COL "'EGE STATION WATER SERVICE RECONNECTION B/CS UNIFIED! DETAIL NO: STANDARD DETAIL W7-04 W-4" CITY OF COLLEGE STATION EMP � r k 1044 -Morningside Court Cell No: 972.415.1730 Mesquite, T'X. 75150 TeleFax:214.501.2697 PROJECT NAME: LAN & PROFILE OF 6" WATER & DETAILS PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER : AMR HOTELS LLC 420 LACEBARK DRIVE IRVING, TEXAS 75063 Cell #: 214.395.9398 ENGINEER GENERAL CONSTRUCTION NOTES E.M. FAGGET ENGINEERING IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITYTO NOTIFY, PROVIDE INFORMATION, AND COORDINATE WTH THE CITYlCOUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL COMMUUPOSED NICCA.TIONBOVE AND CABLES ANDTHELIKOE,IPR ORLITIES INCLUDING GAS, FIBER OPTIC, TO PERFORMING ANY DIRT WORK, EXCAVATION, FORT WOTH, TEXAS 76102 Ui J WATER METER -' =- - LTJ VHWA A DOUMESERVICE GLE STOP WATER METER A METER BOX METER SWIVEL NUT OR NIPPLE TYPE "K" COPPER PIPE (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) —1-1/2"BALL VALVE ( FOR DOUBLE SERVICE ONLY) CITY OF COL "'EGE STATION WATER SERVICE RECONNECTION B/CS UNIFIED! DETAIL NO: STANDARD DETAIL W7-04 W-4" CITY OF COLLEGE STATION EMP � r k 1044 -Morningside Court Cell No: 972.415.1730 Mesquite, T'X. 75150 TeleFax:214.501.2697 PROJECT NAME: LAN & PROFILE OF 6" WATER & DETAILS PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER : AMR HOTELS LLC 420 LACEBARK DRIVE IRVING, TEXAS 75063 Cell #: 214.395.9398 ENGINEER GENERAL CONSTRUCTION NOTES E.M. FAGGET ENGINEERING IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITYTO NOTIFY, PROVIDE INFORMATION, AND COORDINATE WTH THE CITYlCOUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL COMMUUPOSED NICCA.TIONBOVE AND CABLES ANDTHELIKOE,IPR ORLITIES INCLUDING GAS, FIBER OPTIC, TO PERFORMING ANY DIRT WORK, EXCAVATION, FORT WOTH, TEXAS 76102 7 :.'��q�l EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. ...................... EDWARD FAGOETT ...........372.........�wa, 09 C2a Zvio>� G` Zvi ONAOF: �n/21�120`'!7 =- - PROJECT STATUS: OWNERSHIP AND USE OF DRAWINGS THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER 1 JR EISENHOUR CONSULTING LLC, FOR PERMITTING ENGINEER'S SIGNED/SEAL, PROJECT MANAGER: ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. - UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, REVISED OR TRANSMITTED TO ANY THIRD PARTY. FREDERICK L. GATIELA DESIGN COORDINATOR.! THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT AS SPECIFIED IN THE CONTRACT DOCUMENTS. _ DATE REVISION DATE: 10/19/13 PLOT DATE: 10/19/13 THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER. OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. I ON THE DATE INDICATED HEREIN. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE DRAWING BY: 11, UNDER THE TEXAS ENGINEERING ACT. 7 :.'��q�l SHEET: ...................... EDWARD FAGOETT ...........372.........�wa, 09 C2a Zvio>� G` Zvi ONAOF: �n/21�120`'!7 =- - SPECIAL CONDITIONS 1., METER REGISTER SHALL BE NO I}EEPER:THAN 12 INCHES BELOW FINISHED GRADE.- 2. RADE:2. FLt'BOR.OF VAULT WILL BE. A MINI.MUM.OF $ INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR DETER WITHIN THE VAULT. S. REINFQCRETE :VAI,9LT LASE FLL7ORY HAIL BE CONSTRUCTED USI NG..A'ND ARB? PIVE SACT€ CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 01NOMES. 4. SET SCREW RETAINER, GLANDS SHALL BE INSTALLED AT EACH, FITTING ON MECHANICAL JOINT PIPE. 5, VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES.. 6` THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. NRS FLG. VALVE [T FLG. COUPLING ADAPTER W IFLG, SPOOL B dV R i:i. (TYP-2) IER PIAN TIEW APPROVED 3"' OR LARGER COMPOUND METERS VAULTS & MATERIALS APPROVED- SENSVS SRH (U. S. GALLONS) METERS APPROVED- PARKDMC-BR VAULTS PRE -CAST CONCRETE VAULT WJ ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED DUCTILE IRON PIPE WITH MATERIALS MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE BASED ON ALL.tIffl.,J:. FITTINGS. ANY DEVIATIONS_FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED NIETERS, VAULTS OR MATERIALS- MUST BE SUBMITTED T4 THE DIV. ISION MANAGER, WATER SERVICES, 72. HOURS. PRIOR TO ANTICIPATED: DEVIATION_ NRS GATE VALVE (TYPi-2) -MFG: PARK EQUIP. CC; MODEL' DMC•-C.S UNJ MODEL SIS L1 W1 til WEICHT DMC-CS3 3" W-8" 5'-0" 4'-6" 12A00 DMC-CS4. 4!! W41" 5'00!! 4'-0" 12,000 DMC -CSS V 11'-0" 6'-4" 4"-9" 12,000 CONCRETE LID �Wl ,0 LF STEEL HATCHWAY ,- DUCTILE GALVANIZED STEEL PIPE SUPPORT sxazs,.,�+`Sia?^,w?k..__,,�?•!a�3r�'�i7►3r?;Sv,K54 GRAVEL BED a SUMP W1 CAST IRON GRATE AND OPTIONAL DRAIN EL E 1 ON UIT` OF B STATION .•DETAIL NO.TE UNIFIEDAUG. 2012 L l�' STANDAR • 1, FIh6LEY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 0" SHALL: BE PLACE BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE TO A ( DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN BY ANY MECHANICAL EQUIPMENT. 2. ALL CONCRETE BLOCKING SHALL BE 28 DAY STRENGTH = 2000 psi. 3. ALL THRUST BLOCKING SHALL. PROVIDE: A MINIMUMS OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS REACHED 7 DAY STRENGTH, 5. ALL PIPE WILL, BE LAID $Q AS THE ENTIRE BARREL. WILL HAVE FULL 88ARING ON THE. FINE. GRADED TRENCH BOTTOM. BELL HOLES SHALL BE CUT 06R EACH BELL ARID FIRE HYDRANT. 6. ALL FITTINGS SHALL BE MECHANICALJOINTS UNLESS OTHERWISE DIRECTED, 7. HYDRANTS SHALL BE LOCATED. NO CLOSERTHAN 3 FEET MEASURED FROM THE BACK OF CURB TO THE: FACE OF THE STEAMER ON THE FIRE HYDRANT. S. IF MAIN HALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN ASSEMBLY VALVE MAY BE OMITTED ON A BEAD END HYDRANT LEAD WITH NO ADDITIONAL CONNECTION& J. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL GRADE, VALVE BOX. PER SPECS. 2" SQUARE AWWA NUT EXTENSION WITH ST SATE VAL WI VALVE AS EOUIRED 1' ANCHOR 90° BEND— WATER LINE GATE VALVE- W>I VALVE SOX STANDARD — FIRE HYDRANT REALIGN AS NEEDED CENTERING COLTERMINATE # '! . , �, ; ,, fill GATE VALVI wi S.S. ENOL (SEE NOTE I ''IEE OR TAPPING SLEEVE & VALVE MECHANICIAL.1t iNTS AS REQUIRED HS SCREW RETAINER GLANDS OR MEGA LUGS 24"X 24" M +6" 28 DAY CONCRETE BLOCK AS DIRECTED . STRENGTH.+ 200:0 si aP7 0-1V Ib b. WITH #4' 8AR.AROtfND ALL VALVE BOX STEAMER NOZZLE CHAINS TO BE REMOVEDBY . CONTRACTOR PRIOR TO lollys ACCEPTANCE CF WORK Iz i -FINISHED GRADE BY LINE F--6" D.1 OR COCO PIPE S" M.J. ANCHOR COUPLING PEA GRAVEL - FILL TO 1 FT. ASOAiE WEEP HOLE :•r.,. THRUST BLOCK BLOCK USING 1�2"Xfi2"x4'! PRECAST CONCRETE SLOC1K X fit" IGRADELOK Nf M.J. SPLtTGLANDS ROTATE TO FINAL GRADE) __..'__' _._ aA V ! !' . A -A .dommo— STANDARP FIDE HYDRANT ASSEMBLY BATE DETAIL NO. CI�'St f�N HR'3.'A.N �/ li�+i1P1EID ny LfT4of 3RYA .AUG. 2012 STANDARD DETAIL I-02 01-Y Iii �.,'O ZGE S-rN77ON PROJECT NAME: UTILITY DETAILS PRSPOSED LA QUINTA INN & SMITES GRAHAM ROAD/STATE HIGHWAY NO. 6 COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER: ENGINEER COMPANY: GENERAL CONSTRUCTION NOTES IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, AND COORDINATE WITH THE CITYICOUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. E.M. FAGGET ENGINEERING P.O. BOX 17605 FORT WOTH, TEXAS 76102 Celi:817,371.4748 Fax: 817.478.7806 ENGINEER`S SIGNED%SEAL DATE ON THE DATEINDICATED HEREIN. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERINGACT. EDWARD FAW.. . .......... . ............ . .......... I.... 2b iT SHEET: OF: 8 PROJECT STATUS: OWNERSHIP AND USE OF DRAWINGS THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER! JR EISENHOUR CONSULTING LLC, FOR PERMITTING ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. PROJECT MANAGER: UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, FREDERICK L. GATEL REVISED OR TRANSMITTED TO ANY THIRD PARTY. THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT DESIGN COORDINATOR: SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT AS SPECIFIED IN THE CONTRACT DOCUMENTS. _ THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER REVISION DATE: 08/06/1 PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER. PLOT DATE: 08/06/1 OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWING BY: E.M. FAGGET ENGINEERING P.O. BOX 17605 FORT WOTH, TEXAS 76102 Celi:817,371.4748 Fax: 817.478.7806 ENGINEER`S SIGNED%SEAL DATE ON THE DATEINDICATED HEREIN. 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Al :� / w 0.51 AC ,/ L- t /rr �` QP / :i / �o // - (by pass) _ ;;'1 �\� '' / G / S \, \\' / ® � ` / „x"" 0.031 AC 1 // % 2�'� ' /*/ ` r / / "! 11��`. 11 Q,00 sxlsT= 5.40 cfs /r\ � til` r/\/" � `� O �1. �` I - N \.`\ Q,nn=0.14 cfs I III }' J//�.r / GAG j r i;,� tl' II \ r: I {r. j + / Q�J! / V ,, � /f - r ,, r 1.i :. / 00,00 N a�U '. ,� J ��i 9p rr o / rl7 ^P II. �G� ` PJ r = - �ry� 1.�, ,�: ^�, / / ,moo c� fjr , `/ I = At. ; o� 'gip k, T�, ,:fir ^� ' t� \p//�r o ,/ - L0 i %�, PF Imoo, ,Ci ,, ,, �p �n ti C/r �o�i I 00 / ,; ,N i 46 �/ TP=288. _ /' u o� TC28 7, = . / • r.:-\. C \ r C _ Q /ir j� t b ass "r,, 'frr �- fP-288.2 \ A) \\ - �i// � : __ . /r .,\� le / TC 2 p, 0.049 AC , / `� b.+:' /11 / j �` o 6` Q _.. - ,01 \, O r r _14, �. ' /� f Q,"o= 0.23 cfs Qi41F .:f / , / 358 OQ�/i TC 288 AC \ \ r /' ,/ �� - : r C=288:.7i�i/ TS /// �P \�C� } ;1 I AV Y `(- 8 c�/! ,10 "If co `' TP=288:1 8 \ /,, Off` G .. /,", Q CO / 8 g8 \ p, �, l Gf //N' 6� TP=2$8.15 / ` �'`° Q,oa=3.54 cfs !/� 9 h+t: /{ /'� /1Or:. " v '�/n `8.2 \ / r/b h::, \ CA -04 '''•, 7 V �/ , D -'r TPr2$ r \\,,,.:°. ,'�'`: /\7:, r b ass ..h A ( YP ) A p�\� Rg �� 9� TC 28$ 7 �� l�Q \\ TSW=288.8 , co'` / ;� _ _ A ,EX/ TORM MH G�\� /r 1 / �0 _ - to / A/ \, /j,, ^ 0.028 AC r .� ,../ _ �s tom\ / \ A 'Q �, 4 p-'28.8 �k''I �, - -. - _ 1 r \ \ C� 00 4 g7.2�a :? 1 , // /�Q,Zaa ,; A // \ l -,) n Q� N 11 �� 8.65 Q,no- 0.13 cfs .J «''� /Ife .- i / \i (},�/ O p, �V (�V �y,,'0 2 11 is rrr "kr/ :­__� �.. f .IlIt 'J -,I ��P T2$8^1'S ' IIIA' �`�v rr -,, v �� Q �� / /� V /� / a �'iIl I,+ I I O TC 2 f8.65 / Q ►� ,�' �Qj ,�� ►� �, �~ 111'.,i �- i� EY.. STORM MH X00 :I°I+r \\\i'+. "i:�w�/ / Q-�Qj� �L Q Q�.���� �,�•CJ I.�/ ro - t / .. �ti O ( (') _ O `Z` DL ,.C� _ _TP -2 / CB -04 ''I, �w ���/ xo �// . �G ��-�Q Q �� �,`.��`l• O `` TC..__4 8 65 (by pass) 1.i \ dr h / ?€ T =287:60 Doti pQ// 3� �� O O - ----- - . G' �v / t Ill,0.019 AC \ / 0,51,11 '�l - /r/ . Cx ad' � \ I - ,yO ' __� -•�/ % � � �x \ x144, 1 ,/ �q1., .1 / _ ,- \ \ Q� � Q� P 288.25 di //Q - 0.19 cfs / /! t \ / 1ni v, - // \ O_\ i• . - $ 5..I / nn- , \ 1 y C28. '' I- \ // \ N / , ,/ /- r f o� ! \ `:P o III a / '. �> / CB 01 '' f Q m h . ; / 11�' 0.287 AC e a� �tS , �: \\,� `� 111 KQy , / :i N �`'- j, '+ ; �,_�_-----17, / w iU ;,:' / N /' / -1v / /v I N IQ / // ,nn= 2.84 CfS i _ r'. r'• A\ / Gj \\\ m / Q 4' \� Jo , CB -03 �5 /1111111111111111�/ ',, \\ \\\ NN \ CO Q \� G ;'O 'ItS a6 _ � � // ;�0.410ACj� I \ I.- 11 \\ ,Q X0 1 \�� ��Q 4 it._ iC 8$ 85 / /a % ^ \, t / �. .,., .:;:" / Q. Q,00- 4.0 cfs �,,. v '.� f, � ��- f/ t.. \, \\\\ 88O ` �r�; $g� //. 13I6 r QUO ". / / <� ,`u a �•�- �F � / �1. G \\Cj 1. �'I ��� LOT 6R-2 11 I / .. / l� \\\\\ " ✓ 0.465 AC i 2.838 acres Qi / ♦ \\ /, G \ / tic \\�\ ,, �� ;Z� 103,807 sq ft 11 \\ / ,.. G<<t/ // STM \\ \ . // ti� �P / N/F s �'trm \\\\\\\\ X10 /,/ �r \\� MIN. F.F. - 288.85 R. B. TOLSON ,f � / vQ / �0 \\\\\ \- , I ,�h / Q,q- Gj ,� REMAINDER OF 25 ACRE TRACT 1'', „ \\\\\\\ �` #.,." /, �._ U -'° /--- -- / 3115/35 \\` / 'r /' (by pass) - __ / / \� : - / A'4'0� h•.. 1\\ ,/ 0.056 AC ,t' / ,\ \ ,' 1 _ % \\ O / / ��60�4.0 \ ` 3x Q,00= 4.60 cfs i� Q,00= 0.26 cfs osFA BLOCK ONE ,, \.,\ �/ \\ O-) \\` o \\\ o 0 a�\ __--- - -'- ' err 11 I A \\ 11 `L"_j3 .4 \\\\\ II\11 `\\ AG O . `\\ , r \ \\ 11x T `\^^\ 4 `'� .N\�4 o �� ��,1. oa \\., �"\yaa -_ 1. c�\\\/,o/11 \���` �' \ `�\ 11 \\\�< GRADING AND DRAINAGE PLAN \��,ti 01 \�11 SCALE: 1" = 30'-0" \� GRAPHIC SCALE 1\\� po �` 0 . 30 '', \\\ NX :...-... __ - _ _ _ - - - , - ; 15 60 \ 11 \\�\ ��� GENERAL NOTES: PROJECT STATUS: 1. A GRADING PERMIT MUST BE OBTAINED FROM CITY OF 6. IN FILL SECTIONS SUPPORTING PAVEMENTS, FLATWORK AND DISPLAY AREA, COLLEGE STATION PRIOR TO COMMENCEMENT OF ANY THE FILL AND SUBGRADE SHOULD BE COMPACTED TO A MINIMUM DENSITY OF CONSTRUCTION ACTIVITIES. NINETY-FIVE (95) PERCENT OF ASTM D-698 TO LIMIT SETTLEMENT. ANY CLAY 2. EROSION CONTROL WILL BE REQUIRED DURING ALL PHASES OF FILL MATERIALS BELOW PAVEMENTS OR FLATWORK SHOULD NOT BE CONSTRUCTION. EROSION CONTROL MEASURES PER CITY OF COLLEGE COMPACTED OVER ONE HUNDRED (100) PERCENT DENSITY. FILLS SHOULD BE STATION STANDARD REQUIREMENTS. COMPACTED IN MAXIMUM 9 -INCH LOOSE FILL. SITE WORK GRADING PREPARATION 7. SELECT SANDY OR FILL: THE MATERIAL USED AS SELECT FILL SHOULD BE A VERY CLAYEY SAND WITH A LIQUID LIMIT OF LESS THAN 40 AND A 1. INCLUDE ALL DEMOLITION AS REQUIRED FOR CONSTRUCTION, EXCEPT PLASTICITY INDEX BETWEEN 5 AND 15. A MINIMUM OF 20 PERCENT OF THE SOIL REMOVAL OF RESIDENCE WHICH SHALL BE MOVED BY OWNER. EXISTING SHOULD PASS THE NO. 200 SIEVE. THE MATERIAL SHOULD BE SPREAD IN LOOSE HOUSE FOUNDATION AND BRICK TO BE REMOVED BY DEMOLITION HORIZONTAL LIFTS, LESS THAN 9 INCHES THICK, AND BE UNIFORMLY CONTRACTOR. BURY DEBRIS ON REAR PORTION OF LOT AT SITE DESIGNATED COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM STANDARD BY OWNER (SEE PLAN). PROCTOR DENSITY BETWEEN -1 AND +3 PERCENTAGE POINTS OF IT'S OPTIMUM 9.861 MOISTURE CONTENT AS DETERMINED BY ASTM D-698. IT IS RECOMMENDED THE 2. SUBGRADE PREPARATION: SURFACE VEGETATION AND ANY FOREIGN SELECT FILL PLACEMENT BEGIN IMMEDIATELY AFTER THE SUBGRADE HAS BEEN MATERIALS SHOULD BE STRIPPED AND REMOVED PRIOR TO CONSTRUCTION OF PREPARED. THE BUILDING PAD AND PAVEMENTS. IT IS ESTIMATED THAT THIS MAY CONSIST OF STRIPPING BETWEEN 3 TO 6 INCHES OF EXISTING SOILS AT THE SITE. 8, POSITIVE DRAINAGE MUST BE PROVIDED AWAY FROM THE STRUCTURE TO 10 PREVENT THE PONDING OF WATER IN THE SELECT FILL. 3. GOOD DRAINAGE SHOULD BE ESTABLISHED AT THE OUTSET OF g• CARE MUST BE TAKEN THAT BACKFILL AGAINST THE EXTERIOR FACE OF GRADE CONSTRUCTION AND MAINTAINED TO PREVENT WATER FROM PONDING IN THE BUILDING AND PAVING AREAS. BEAMS IS PROPERLY COMPACTED ON-SITE CLAY. THE SELECT FILL SHOULD NOT ' 0.11 EXTEND 0 TSIDE THE LIMITS OF THE STRUCTURE. 4. WASTE CUT ON UNUSED PORTION OF LOT. LEAVE SMOOTH IN 10. ANY NEIED TO LIME STABILIZE SUBGRADE UNDER PAVING OR WATER MOWABLE CONDITION. INJECT SUBGRADE BENEATH SELECT FILL WILL BE DETERMINED BY 5. THE EXPOSED SUBGRADE SHOULD BE SCARIFIED TO A MINIMUM TESTING FOLLOWING SUBGRADE EXCAVATION. DEPTH OF SIX INCHES, THE MOISTURE ADJUSTED, AND 11. ALL LABORATORY TESTING TO BE AT OWNER'S EXPENSE. SEQUENCE TO BE RECOMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS OBTAINABLE IN THE STANDARD COMPACTION DETERMINED BY G.C., OWNER AND OWNER'S ENGINEER. PROCEDURE (ASTM D-698). IN A MOISTURE RANGE OF OPTIMUM TO 0.441 +3% ABOVE THE SOIL'S OPTIMUM MOISTURE CONTENT. 2.91 RUNOFF COMPUTATION (POST -DEVELOPMENT) PROJECT STATUS: AREA NO. AREA total ac. ( ) C tc (min) 110 (in/hr) Q,o (cfs) 125 (in/hr) Q25 (cfs) I10) (in/hr) Q100 (cfs) a REMARKS CA -01 0.358 0.85 10 8.635 2.63 9.861 3.00 11.639 3.54 SHEET FLOW ACROSS ROOFING, PAVING & LANDSCAPE TO PROP. Tx T GRATE INLET CA -02 (bypass) 0.031 0.40 10 8.635 0.10 9.861 0.12 11.639 0.14 SHEET FLOW ACROSS LANDSCAPE TO POPEYE SITE CA -03 A ass 0.024 0.40 10 8.635 0,08 9.861 0.09 11.639 0.11 SHEET FLOW ACROSS LANDSCAPE TO GRAHAM ROAD CA -04 b ass 0.028 0.40 10 8.635 0.10 9.861 0.11 11.639 0.13 SHEET FLOW ACROSS LANDSCAPE TO EXISTING CREEK TOTAL 0.441 2.91 WATER LINE 3.32 3.92 ®' ®_ -, ® - CB -D1 0.287 0.85 10 8.635 2,84 9.861 2,40 11.639 2.84 SHEET FLOW ACROSS ROOFING PROP. 12" HDPE PIPE CB -02 0.465 0.85 10 8.635 3.41 9.861 3.90 11.639 4.60 SHEET- FLOW ACROSS PAVING & LANDSCAPE TO PROP. 5' CURB INLET CB -03 0.410 0.85 10 8.635 3.01 9.861 3.43 11.639 4.05 SHEET- FLOW ACROSS PAVING & LANDSCAPE TO PROP. Tx T GRATE INLET (by pass) 0.019 0.85 10 8.635 0.14 9.861 0.16 11.639 0.19 SHEET FLOW ACROSS PAVING & LANDSCAPE TO GRAHAM ROAD B- 5 (by pass) 0.049 0.40 10 8.635 0,17 9.861 0.19 11.639 0.23 SHEET FLOW ACROSS LANDSCAPE TO GRAHAM ROAD CB -06 (by pass) 0.056 0.40 10 8.635 0.19 9.861 0.22 11.639 0.26 SHEET FLOW ACROSS LANDSCAPE TO EXISTING CREEK TOTAL 1.286 PROPOSED STORM SEWER PIPE GAS METER 9.76 GM ❑ 10.30 EXISTING 12.17 TSW ti� L 0 BALL MEMORIAL <- 7 ,/- f 2 SCALE: NONE 3• _ r 12 t ,�-- ttts�.t z H� ,sem -illKik }7 : m, . ) J t" r* r� 93 - ..= E f , L� . I E F t li `{- -,a� �'& l i lkw s € ^fid. r:. . i-# -. .. 1044-MomingsidCourt Cell No 972.415.1730 Mesquite, TX. 75150 TeleFa\ 214.501.2697 PROJECT NAME: I "'GRADING AND DRAINAGE PLAN PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWER/DEVELOPER AMR HOTELS LLC ENGINEER COMPANY: GENERAL CONSTRUCTION NOTES I E.M. FAGGET ENGINEERING IT SHALL BE THE GENERAL COI'JTRACI'GR'S P.ESPUNSIBILITY TO NOTIFY, PROVIDE IPJFURMA'f101+i, AND COORDINATE WITH THE CITY:COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COI'APANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, FORT WOTH, TEXAS 76102 EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK. FOR THIS PROJECT. PROJECT STATUS: LEGEND OWNERSHIP AND USE OF DRAWINGS `��� THESE DRAWINGS WHETHER PRINTED OR ELEC'.TRO141C IN FORM. PREPARED BY THE ENGINEER.:.IR EISENHOUR CONSULTING I.I.C. FINAL SANITARY SEWER MANHOLE SS a - 500 - EXISTING CONTOURS STORM SEWER MANHOLE MH O 500 PROPOSED CONTOURS CLEAN OUT CO Q REVISED OR TRANSMITTED TO ANY THIRD PARTY. At a ..................... - DESIGN COORDINATOR: THESE DRAWINGSSHALL . BEUSED SOLELY FORCE PROJECT THE CONTRACTOR, SUBCONTRACTOR f+PERF.IR..OR ANEQUIPMENT SUPPLIER ARE PERIIITfED TO USEOR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO TRIER PERFORMANCE CONTRACT PROPOSED FIRE HYDRANT FH -�- DATE 4 . 37209 "f+'... SANITARY SEWER PIPE POWER POLE PP 0 -r-- -E,. -E.. - EXISTING TELEPHONE BOX TB ❑ SANITARY SEWER PIPE DRAFTING BY: o....... il f4 RESPONSIBLEENGINEER ISAN OFFENSE UNDER THE TEXAS ENGINEERINGACT. �\�e_ F-4 r� uJ -_.... PROPOSED WATER METER WM ® WATER LINE GATE VALVE GV Z E "- . EXISTING WATER LINE LIGHT POLE 0-E� ®' ®_ -, ® - PROPOSED POWER LINE VAN ACCESSIBLE L HANDICAP PARKING �."1. -- - - -_ _- EXISTING POWER LINE SIGN LOCATION -•- -, ® ' ® PROPOSED TELEPHONE LINE RIGHT OF WAY R.O.W. -E,-Ei-t-f-t+- EXISTING SET IRON ROD S.I.R. TELEPHONE LINE DRAINAGE & UTILITY DE/UE �• - - --- --- PROPOSED EASEMENT -------- --- GAS LINE DRAINAGE FLOW ARROW - _1.___.__.,.__ EXISTING TRAFFIC FLOWARROW GAS LINE FOUND IRON ROD F.I.R. PROPOSED STORM SEWER PIPE GAS METER GM ❑ -� , - -_-, - EXISTING TOP OF SIDEWALK TSW STORM SEWER PIPE TOP OF CURB TC TOP OF PAVEMENT TP APPROVED REFERENCE - DRAINAGE AREA(GRAHAM CORNER PLAZA ;' EX -A1 ••,,• AREA (ACRE) ,1 1.07 AC / 100 YR STORM RUNOFF (CFS) Q,00E T=10.59 cfs APPROVED DRAINAGE DIVIDE PROPOSED ...._,._ DRAINAGE AREA /' EX. -Al (ACRE) %AREA 1.07 AC /' 100 YR STORM RUNOFF (CFS) Q+��E T=10.59 cfs PROPOSED DRAINAGE DIVIDE ti� L 0 BALL MEMORIAL <- 7 ,/- f 2 SCALE: NONE 3• _ r 12 t ,�-- ttts�.t z H� ,sem -illKik }7 : m, . ) J t" r* r� 93 - ..= E f , L� . I E F t li `{- -,a� �'& l i lkw s € ^fid. r:. . i-# -. .. 1044-MomingsidCourt Cell No 972.415.1730 Mesquite, TX. 75150 TeleFa\ 214.501.2697 PROJECT NAME: I "'GRADING AND DRAINAGE PLAN PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWER/DEVELOPER AMR HOTELS LLC ENGINEER COMPANY: GENERAL CONSTRUCTION NOTES I E.M. FAGGET ENGINEERING IT SHALL BE THE GENERAL COI'JTRACI'GR'S P.ESPUNSIBILITY TO NOTIFY, PROVIDE IPJFURMA'f101+i, AND COORDINATE WITH THE CITY:COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COI'APANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, FORT WOTH, TEXAS 76102 EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK. FOR THIS PROJECT. PROJECT STATUS: OWNERSHIP AND USE OF DRAWINGS `��� THESE DRAWINGS WHETHER PRINTED OR ELEC'.TRO141C IN FORM. PREPARED BY THE ENGINEER.:.IR EISENHOUR CONSULTING I.I.C. FINAL '. ENGINEER'S SIGNED/SEALED: i SHEET: ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. t:NJLY THE ., •.�' '' ENGINEER SHALL OWN. CLAIM .AUTHORS HIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. PROJECT MANP.GER: .• • I �# 0 e I. UNLESS OTHERVISE.AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAVONGS SHALL NOT BE COPIED, FREDERICK L. GATELA OFA ,t •' •`'`.�! REVISED OR TRANSMITTED TO ANY THIRD PARTY. At a ..................... - DESIGN COORDINATOR: THESE DRAWINGSSHALL . BEUSED SOLELY FORCE PROJECT THE CONTRACTOR, SUBCONTRACTOR f+PERF.IR..OR ANEQUIPMENT SUPPLIER ARE PERIIITfED TO USEOR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO TRIER PERFORMANCE CONTRACT f :o.. I Er WAW ' ........ e�iJ R •..•.••'•.....`...•"'•"""••••'•••y...� •�• C3 AS SPECIFIED IIJ THE CONTRACT DOCUMENTS THESE DRAV4NGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPP.9ENT SUPPLIER Old OTHER DATE 4 . 37209 "f+'... REVISION DATE: 10/28/13 PROJECTS OR ON ADDITIONS N THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF'JUURHS WITHOUT THE SPECIFIC 'JVRITTENCONSENT OF THE ENGINEER. PLOT DATE: 10/28/13 .1p ONTHE DATE INDICATED HEREIN. S� 0 , � ALTERATION OFA SEALED DOCUMENT ��•.AV OFFICIAL SUBMISSION OF THESE FLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPO.ANCE TO REGULATORY REQUIREMENTS WITHOUT PROPER NOTIFICATION TO THE I �` ` , st'" �o� I ;r l �F� `-� AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHT'S OR OTHER RESERVED RIGHTS, DRAFTING BY: o....... il f4 RESPONSIBLEENGINEER ISAN OFFENSE UNDER THE TEXAS ENGINEERINGACT. �\�e_ F-4 "IF A 6), C, -4 Jr 0 v__ . lkx %9, LOT 4R 4�1, �0 0'. w > . . , / Az 0.629 acres co, C N 0 27,400 sq ft x Al _4 SAUL KESWANI & Q ANITA HARDEVI (1/- 4# X.- 6875/125 pO N EX.—Al 1.07 ACff 41 0 X 9 4 Fj�f' QmmsT=10.59 cfs /E Cj J 40/ Is (b f 6, Ira` / Er ' /Z 4, EX. GAS PIPELINE SIGN ,,,,EX. wM Ems.,L 0 -<< 01 �Pr> t N 001/ A 4�F so SATORM MH E' ' ls�l 4E� A, LOT 6R-2 x: C 2.838 a C: Cj N�/�i' f .- 103cres ,807 sq ft 0t� N/F eMIN. F.F. 288.85 R. B. TOLSON K_ REMAINDER OF 25 ACRE TRACT 3115/35 BLOCK ONE RUNOFF COMPUTATION - DEVELOPED AREA (BASE ON DRAINAGE REPORT GRAHAM CORNER PLAZA) AREA NO. AREA C tc 110 Q10 (Gfs) 125 Q25 (CfS) 1100 Qloo (Cfs) MH REMARKS 500 (ac.) CLEAN OUT (min) (in/hr) 0 (in/hr) (in/hr) FH -q�- EX -Al 1.07 0.85 10 8.635 7.85 9.861 8.97 11.639 10.59 SHEET FLOW ACROSS PORTION OF LOT 5R-2 & LOT 4R TO EXISTING 18" RCP EX -A2 1 1.286 1 0.85 1 10 1 8.635 1 9.44 1 9.861 1 10.78 1 11.639 1 12.72 1 SHEET FLOW AC ,ROSS SITE TO EXISTING CREEK 01 EXISTING DRAINAGE AREA MAP, SCALE: 1" = 30'-0" GRAPHIC SCALE 0 30 15 60 rr 4F 4( \4- V, VICINITY MAP GENERAL CONSTRUCTION NOTES SCALE: NONE IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. OWNERSHIP AND USE OF DRAWINGS THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER / JR EISENHOUR CONSULTING LLC, ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, REVISED OR TRANSMITTED TO ANY THIRD PARTY. THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT- THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTIONS) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT AS SPECIFIED IN THE CONTRACT DOCUMENTS. THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER. OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. M No 11F am asmasomel T. - T . . .... . 1044 -Morningside Court Cell No: 972,415.1730 Mesaui , te. TX 75150 TeleFax: 214.501.2697 PROJECT NAME: EXISTING DRAINAGE AREAP MAP PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPERS;: ENGINEER AMR HOTELS LLC 420 LACEBARK DRIVE IRVING, TEXAS 75063 Cell #: 214.395.9398 E.M. FAGGET ENGINEERING P.O. BOX 17605 FORT WOTH, TEXAS 76102 PROJECT STATUS: --- FOR PERMITTING ENGINEER'S SIGNED/SEALED: SHEET: PROJECT MANAGER: FREDERICK L. GATELA ............. DESIGN COORDINATOR: i.0 ._EDWARD TETT' . Q..GE7T . . ........ % .... DATE R C3a 0j, 1Y. 37"20A90 jme REVISION DATE: 10/19%13 ON THE DATE INDICATED HEREIN. PLOT DATE: 10/19/13 ALTERATION OF A SEALED DOCUMENT AV WITHOUT PROPER NOTIFICATION TO THE 4!cr N sv.. - - DRAWING BY: RESPONSIBLE ENGINEER IS AN OFFENSEOF: I - I UNDER THE TEXAS ENGINEERING ACT. 1`4 LEGEND SANITARY SEWER MANHO[ E SS 500 EXISTING CONTOURS STORM SEWER MANHOLE MH OO 500 PROPOSED CONTOURS CLEAN OUT CO 0 FIRE HYDRANT FH -q�- PROPOSED SANITARY SEWER PIPE POWER POLE PP 0 EXISTING TELEPHONE BOX TB El SANITARY SEWER PIPE PROPOSED WATER METER wM WATER LINE GATE VALVE GV EXISTING WATER LINE LIGHT POLE PROPOSED POWER LINE IRRIGATION SPRINKLERO EXISTING HEAD LOCATION POWER LINE VAN ACCESSIBLE PROPOSED HANDICAP PARKING TELEPHONE LINE E -T EXISTING SIGN LOCATION T TELEPHONE LINE RIGHT OF WAY R.O.W. PROPOSED GAS LINE DRAINAGE & UTILITY DE/UE EXISTING EASEMENT GAS LINE PROPOSED STORM SEWER PIPE EXISTING STORM SEWER PIPE APPROVED REFERENCE DRAINAGE AREA(GRAHA CORNER PLAZA EX, AREA (ACRE) 1.07 AC Ir 100 YR STORM RUNOFF (CFS) Q,..,�=10.59 ds APPROVED DRAINAGE DIVIDE VICINITY MAP GENERAL CONSTRUCTION NOTES SCALE: NONE IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. OWNERSHIP AND USE OF DRAWINGS THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER / JR EISENHOUR CONSULTING LLC, ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, REVISED OR TRANSMITTED TO ANY THIRD PARTY. THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT- THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTIONS) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT AS SPECIFIED IN THE CONTRACT DOCUMENTS. THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER. OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. M No 11F am asmasomel T. - T . . .... . 1044 -Morningside Court Cell No: 972,415.1730 Mesaui , te. TX 75150 TeleFax: 214.501.2697 PROJECT NAME: EXISTING DRAINAGE AREAP MAP PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPERS;: ENGINEER AMR HOTELS LLC 420 LACEBARK DRIVE IRVING, TEXAS 75063 Cell #: 214.395.9398 E.M. FAGGET ENGINEERING P.O. BOX 17605 FORT WOTH, TEXAS 76102 PROJECT STATUS: --- FOR PERMITTING ENGINEER'S SIGNED/SEALED: SHEET: PROJECT MANAGER: FREDERICK L. GATELA ............. DESIGN COORDINATOR: i.0 ._EDWARD TETT' . Q..GE7T . . ........ % .... DATE R C3a 0j, 1Y. 37"20A90 jme REVISION DATE: 10/19%13 ON THE DATE INDICATED HEREIN. PLOT DATE: 10/19/13 ALTERATION OF A SEALED DOCUMENT AV WITHOUT PROPER NOTIFICATION TO THE 4!cr N sv.. - - DRAWING BY: RESPONSIBLE ENGINEER IS AN OFFENSEOF: I - I UNDER THE TEXAS ENGINEERING ACT. 1`4 STORM SEWER PROFILE (LINE "All) HOR. SCALE: 1" = 30'-0" VER. SCALE: 1" = 3'-0" ELEV, FT. O rN FNGINEER' S SICNED/SEALED: AREINSTRUMENTS ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CL AIM COPYRIGHTOR RETAIN AN`! OTHER RESERVED RIGHTS ON THESE DRAWINGSPROJECT MANAGER:UNLESS ELEV, FT. 00 00 00 00 I 00 0000 ^,.... 295 N N N Ni N NE N •,,,v„•, .................. 295 (DATE rQ� •�'� ""••a �� ••� � ti 3n REVISION DATE: THESE DRAWINGS PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT 10/28/13 I HEREIN. ' �t��• OF THE ENGINEER. (I 1 I ALTERAT16N OFASEALED DOCUMENT �!`�t�p ��� DRAWING BY: OFFICIAL SUBMISSION OF THESE PLAIDS TO REGULATORY AGENCIES SHALL ONLY MEAN CONIPLIANCE TO REGULATORY REQUIREMENTS .AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS WITHOUT RESPONSIBLE PROPER NOTIFICATIONTO THE •: '•��5� ENGINEER IS AN OFFENSE +R`Q`�AL I I w Q LLl Z J - ---T=- J ' _' 0 z Z ------_- fI( o --'-- ----------- J w - ------------- ----------- --j--=------ - -------.._------`-------------- _ --------- - cMi CON ------------------- _- ----- -- - --- 0 ---------------------- - + ----O ---------------------------------- J N N ---...------------------------------------------------------ Lu HU) - Q LLI I LI Q II z Z m H LL - [1) w -- 290 -- U)z ih t= ti - -- - - - _.. - - - ----- - --- - ---- --- - - l` w Of 00Z Q,00=3.54 cfs FINISH GRADE OI - Z -_._-._... ------ N ---- ...--..._- - _ .-..__.s------.._-..._ .-----. _._.._ _.___ ._ -O i aJ� it - mO CO Q,,,,,= 4.05 Cf$ FINISH GRADE. c+vd CO E 0 Q Q CSL ....;.:.. .._.. _ a- --- u) Q,.= 4.60 C $ (njz e - LL 10 I- LL 3 E (n z J LL HG = 285.02' -- r _ _ -------- GROUND - HG = 284.49' EXISTING GROUND _ 285 -------- -- HG = 283.55' - - -- --- ---------- rHIS S=0.60% HG = 284.25'o HGS = 0.40 /o HG 283.21' --- - HGS=1.30% - - --- --- --- HG 282.49' i - _ HDPE E PIPE @ 0.60° /o SLOPE 1.2% SLOPE - PROP. [ig" PIPE E- ----- Il - -- @ 0.40% SLOPE II I 4 H6P " =1 HD8PE PIPE @ 0.80% SLOPE Q100TOTAL = 5.40 +3.54 = 8.94 CFS @ 1 30% PI PE - - HG = 279.18' FL102" QiooALLOWABLE = 10.59 CFS > 8.94 CFS S" 280 Qlnn= 3.54 CFS ,._ 2.84 c s 280 - r CL OF EXISTING CREEK & FLOWLINE (TO FIELD VERIFY DURING Q CAP = 6.70 CFS EXISTING 6" SS ROBBING CONSTRUCTION) Q,00 = 11.49 CFS x_s, Q,OOTOTAL 11.49 CFS+CB-6(by pass) Q,00 6.89 CFS 3 CONTRACTOR 10 FIELD _ QCAP = 8.20 CFS - QCAP = 12.01 CFS INSTALL GROUTED I RIPRAP Q,00roTAL = 11.75 CFS QALLOWABLE= 12.72 CFS > 11.75 CFS 2G2 = 0.23' -----._..----- --- --- _ _ ---- V = 7.73 FT/S ---- - - -- -- -- -_ - -- - V = 5.18 FT/S S = 0.004 275 2 2 275 = 0.42' { � = 0.93' S=0.006 S=0.013 , ch Dn = 1.18' b LL) r r LO 00 (0 o 00 O� I ti O OND 00 OR N i l 11 O I-- 0D- N 6CN N I,_ I I N M OND N' N N N11 Z O II II z z 0 aW O 0- 0- Q_ 0- n [L a II _ J J = 0 _ 0 0 0 0 Oj 0- 0 a 0 0 a3 Di J J LL_ J LL J LL J IL - u_LLI.L. STATION 4+73.32 4+00 3+00 2+60.37 2+00 1+00 0+00 STORM SEWER PROFILE (LINE "All) HOR. SCALE: 1" = 30'-0" VER. SCALE: 1" = 3'-0" ELEV, FT. O rN FNGINEER' S SICNED/SEALED: AREINSTRUMENTS ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CL AIM COPYRIGHTOR RETAIN AN`! OTHER RESERVED RIGHTS ON THESE DRAWINGSPROJECT MANAGER:UNLESS W7. 0 N FREDERICK L. GATELAREVISED OR TRANSMITTED TOANY THIP.DPARTY. ^,.... 295 THESE DRAWING'S SHALL BE USED SOLEL'f FOR THIS PROJECT THE CONTR.AC'TOP„ SUBCONTRACTOR, NIATERIAL OR EQUIPMENT I SUPPLIER..ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT - •,,,v„•, .................. AS SPECIFIED IN THE CONTRACT DOCUMENTS. SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR. MATERIAL OR EQUIPMENT SUPPLIER ON OTHER, (DATE rQ� •�'� ""••a �� ••� � ti 3n REVISION DATE: THESE DRAWINGS PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT 10/28/13 ONTMt: DATEINUNATED HEREIN. ' �t��• OF THE ENGINEER. I ALTERAT16N OFASEALED DOCUMENT �!`�t�p ��� DRAWING BY: OFFICIAL SUBMISSION OF THESE PLAIDS TO REGULATORY AGENCIES SHALL ONLY MEAN CONIPLIANCE TO REGULATORY REQUIREMENTS .AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS WITHOUT RESPONSIBLE PROPER NOTIFICATIONTO THE •: '•��5� ENGINEER IS AN OFFENSE +R`Q`�AL w w w 7 ww m J 0 _' 0 z ------ -'--- --- --Z ------_- o w ---- ------ -- maw - LO 290 �Q��N om 0 OZ O HU) X 11 J F -z F -W ZaF- O (n Z m H LL - [1) w -- m O F- W N - -- - - - _.. - - - ----- - --- - ---- --- - - ---- Q,00=3.54 cfs FINISH GRADE I o z WU bo ------EXISTING _ _ -------- GROUND - -------- HG = 283.55' HG = 284.54' HG = 284.25'o HGS = 0.40 /o 285 EXISTING 18" RCP @ _ HDPE 1.2% SLOPE PROP. [ig" PIPE Il @ 0.40% SLOPE II I 4 Q100TOTAL = 5.40 +3.54 = 8.94 CFS QiooALLOWABLE = 10.59 CFS > 8.94 CFS Qlnn= 3.54 CFS 280 Q CAP = 6.70 CFS EXISTING 6" SS ROBBING V = 3.83 FT/S 3 CONTRACTOR 10 FIELD _ VERIFY THE AC UAL FL 2G2 = 0.23' DURING CONSTRUCTION) S = 0.004 275 , ch 1 ON M O O COO b V ONp N M OND N' N C"I 000 N ONO N I I Z N OND i% II II II II II Z Z 0- 0 a 0 0 a3 Di a 0 a 0 a1 0 o- 0 Li I oao w o o ao w J LL J LL J LL J LL J LL J 1 LL { J LL STATION 1+75.61 1+00 0+52.10 0+26.87 0+05.28 0+00 02STORM SEWER PROFILE (LINE "B") HOR. SCALE: 1" = 30'-0" VER. SCALE: 1" = T-0" 295 285 280 275 295 290 285 280 275 i _ "L f l(W4-Momingside CoLu1 Cell No: 972.415.1730 Mesquite, TX. 75150 TeleFaS: 214.501.2697 PROJECT NAME: STORM SEWER PROFILE PROPOSED LA QUINTA INN & SUITES RAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER AMR HOTELS LLC ENGINEER COMPANY: GENERAL CONSTRUCTION NOTES ELM. FAGGET ENGINEERING IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, ARID COORDINATE tII'H THE CITY/COUNTY UTILITY DEPART MENTS AND O -MER UTILITY P.O. BOX 17605 COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES 114CLUDING GAS, FIBER OPTIC, FORT WOTH, TEXAS 76102 COMMUNICATION CABLES AND THE LIKE PRIOR, TO PERFORMING ANY DIRT WORK, EXCAVATION, EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SIT"E WORK FOR THIS PROJECT. OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM. PREPARED BY THE ENGINEER: JR EISENHOUR CONSULTING LLC, OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN ONLY THE FINAL FNGINEER' S SICNED/SEALED: AREINSTRUMENTS ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CL AIM COPYRIGHTOR RETAIN AN`! OTHER RESERVED RIGHTS ON THESE DRAWINGSPROJECT MANAGER:UNLESS W7. OTHERWISE AGREED TOOR PERMIlTEDIP1'WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOTSECOPIED; FREDERICK L. GATELAREVISED OR TRANSMITTED TOANY THIP.DPARTY. ^,.... DESIGN COORDINATOR: THESE DRAWING'S SHALL BE USED SOLEL'f FOR THIS PROJECT THE CONTR.AC'TOP„ SUBCONTRACTOR, NIATERIAL OR EQUIPMENT I SUPPLIER..ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT - •,,,v„•, .................. AS SPECIFIED IN THE CONTRACT DOCUMENTS. SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR. MATERIAL OR EQUIPMENT SUPPLIER ON OTHER, (DATE rQ� •�'� ""••a �� ••� � ti 3n REVISION DATE: THESE DRAWINGS PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT 10/28/13 ONTMt: DATEINUNATED HEREIN. ' �t��• OF THE ENGINEER. PLOT DATE: 10/28/13 ALTERAT16N OFASEALED DOCUMENT �!`�t�p ��� DRAWING BY: OFFICIAL SUBMISSION OF THESE PLAIDS TO REGULATORY AGENCIES SHALL ONLY MEAN CONIPLIANCE TO REGULATORY REQUIREMENTS .AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS WITHOUT RESPONSIBLE PROPER NOTIFICATIONTO THE •: '•��5� ENGINEER IS AN OFFENSE +R`Q`�AL UNDER THE TEXAS ENGINEERING ACT. `l SHEET: Cab OF: 61 u r. ", \ X � f Q.O GQC C; �� /f A ` G ,, G EX. GAS PIPELINE !p ,"' ® {`o' SIGN �� ,^' EX. WM a R^ I P� `v w , t Q�A�12 LOT 4R 0.629 acres 27,400 sq ft SALIL KESWANI & ANITA HARDEVI A•. 6875/125:6,'' *> CijlO fi 4�4 1, `_ S O Q� PM„ �1 O� Iso T�10 Z O /r � � O 40 N1, FDC Q���� j. G ✓. Pte?', �� \ g J. ✓ i \ CO ZN �, `'``'' �� Q ►\ O �` 5 i/ ��X.,6" CONC. PAVING S<G 4' l'`, ' i ����' ►��O D� Q.O FOR DUMPSTER PA[ v �C' gyp" 4 O h o. V. co N/F . R. B. TOLSON'- f { REMAINDER OF 25 ACRE TRACT \\\ �. 3115/35 \^ \ \ c \\\ cod N O1 PAVING AND JOINTING PLAN \ SCALE: 1" = 30'-0" GRAPHIC SCALE 0 30 \ 60 PAVEMENT THICKNESS SCHEDULE FOR CONVENTIONALLY REINFORCED AND JOINTED PCC IN ACCESS DRIVE & CIRCULATION LANES WITHIN PARKING ARES (BASESD ON SOIL REPORT) (MEDIUM - DUTY PAVEMENT SECTION) THICKNESS (in) MATERIAL DESCRIPTION 6.0 REINFORCED PORTLAND CEMENT CONCRETE SURFACE COURSE 6.0 COMPACTED CHEMICALLY -STABILIZED SUBGRADE SOILS PAVEMENT THICKNESS SCHEDULE FOR CONVENTIONALLY REINFORCED AND JOINTED PCC IN PARKING SPACE AREAS (LIGHT - DUTY PAVEMENT SECTION) 5.0 REINFORCED PORTLAND CEMENT CONCRETE SURFACE COURSE 6.0 COMPACTED CHEMICALLY -STABILIZED SUBGRADE SOILS CONCRETE PAVERS - EARTH TONE COLOR FILL JOINTS WITH SAND 1" SAND BED SS CONCRETE PAVING SHALL CONFORM TO THE LATEST BUILDING EXISTING CONTOURS STORM SEWER MANHOLE MH INSTITUTE (A.C.I.318). IF THE FIBERMESH CONCRETE ALTERNATE CLEAN OUT CO 0 1_-1- PROPOSED CONTOURS QP FH OR CRUSHED STONE AGGREGATES, TYPE I OR III PORTLAND CEMENT, PROPOSED AND THE DESIGNATED MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33: SANITARY SEWER PIPE POWER POLE PP 0 LOT 6R-2 ✓ WITHIN THEPARKING AREAS. 2.838 acres EXISTING QQ��` TB 103,807 sq ft SANITARY SEWER PIPE A./ pJ� MIN. F.F. - 288.85 Q G WATER METER WM (6 1/2) SACKS PER CUBIC YARD WATER LINE GATE VALVE GV z -E-Ear-E"-- " !iy CONCRETE PAVING = 3/4 INCHES 6. CONCRETE SLUMPS SHALL BE AS FOLLOWS: WATER LINE LIGHT POLE p -p ®= ®e PROPOSED POWER LINE IRRIGATION SPRINKLERO BLOCK ONE - - -- - EXISTING HEAD LOCATION {. a POWER LINE VAN ACCESSIBLE -1 - -, PROPOSED HANDICAP PARKING TELEPHONE LINE -6" WIDE CONC. BAND W/ BROOM FINISH -1/2" EXP. JOINT SANITARY SEWER MANHOLE SS CONCRETE PAVING SHALL CONFORM TO THE LATEST BUILDING EXISTING CONTOURS STORM SEWER MANHOLE MH INSTITUTE (A.C.I.318). IF THE FIBERMESH CONCRETE ALTERNATE CLEAN OUT CO 0 1_-1- PROPOSED CONTOURS FIRE HYDRANT FH OR CRUSHED STONE AGGREGATES, TYPE I OR III PORTLAND CEMENT, PROPOSED AND THE DESIGNATED MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33: SANITARY SEWER PIPE POWER POLE PP 0 MEDIUM -DUTY PAVEMENT - THE ACCESS DRIVE& THE CIRCULATION LANES WITHIN THEPARKING AREAS. -Ess -Ess EXISTING TELEPHONE BOX TB HAND VIBRATORS & HAVE A MIN. CEMENT CONTENT OF FIVE (5) SACKS SANITARY SEWER PIPE PER CUBIC YARD. 4. HAND POURED CONCRETE FOR ANY DRIVE APPROACH SHALL BE VIBRATED BY PROPOSED WATER METER WM (6 1/2) SACKS PER CUBIC YARD WATER LINE GATE VALVE GV z -E-Ear-E"-- EXISTING CONCRETE PAVING = 3/4 INCHES 6. CONCRETE SLUMPS SHALL BE AS FOLLOWS: WATER LINE LIGHT POLE p -p ®= ®e PROPOSED POWER LINE IRRIGATION SPRINKLERO - - -- - EXISTING HEAD LOCATION POWER LINE VAN ACCESSIBLE -1 - -, PROPOSED HANDICAP PARKING TELEPHONE LINE EXISTING SIGN LOCATION - - TELEPHONE LINE RIGHT OF WAY R.O.W. ^ ®' ® -® PROPOSED SET IRON ROD S.I.R. GAS LINE - -" - - =- EXISTING EXPANSION JOINT E.J. GAS LINE SAWJOINT SJ PROPOSED STORM SEWER PIPE CONSTRUCTION JOINT C.J. EXISTING EXIST. LIGHTPOLE ® STORM SEWER PIPE DRAINAGE & UTILITYDE/UE PROPOSED GUY WIRE EASEMENT --------- EXISTING GUY WIRE DRAINAGE FLOW ARROW TRAFFIC FLOWARROW 00* OVERHEAD ELECTRICAL LINE FOUND IRON ROD F.I.R. GAS METER GM EXISTING FIBER OFTICS CABLE EXIST. WATER VALVE CONCRETE PAVING NOTES 1. CONCRETE PAVING SHALL CONFORM TO THE LATEST BUILDING CODE FOR REINFORCED CONCRETE OF THE AMERICAN CONCRETE INSTITUTE (A.C.I.318). IF THE FIBERMESH CONCRETE ALTERNATE IS USED, THE CONTRACTOR SHALL ADHERE STRICTLY TO THE MANUFACTURER'S RECOMMENDATIONS AS TO TYPE AND AMOUNT. 2. CONCRETE IN THE FOLLOWING AREAS SHALL HAVE SAND AND GRAVEL OR CRUSHED STONE AGGREGATES, TYPE I OR III PORTLAND CEMENT, AND THE DESIGNATED MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33: CONCRETE PAVING - 4,000 PSI CONIC. AT 28 DAYS MEDIUM -DUTY PAVEMENT - THE ACCESS DRIVE& THE CIRCULATION LANES WITHIN THEPARKING AREAS. LIGHT-DUTY PAVEMENT - THE PARKING AREAS �.' 3. HAND POURED CONCRETE FOR SIDEWALKS SHALL BE VIBRATED BY HAND VIBRATORS & HAVE A MIN. CEMENT CONTENT OF FIVE (5) SACKS ;{ PER CUBIC YARD. 4. HAND POURED CONCRETE FOR ANY DRIVE APPROACH SHALL BE VIBRATED BY HAND VIBRATORS & HAVE A MIN. CEMENT CONTENT OF SIX & ONE HALF (6 1/2) SACKS PER CUBIC YARD 5. MAXIMUM NOMINAL COARSE AGGREGATE SIZES FOR CONCRETE IN THE FOLLOWING AREAS SHALL BE: CONCRETE PAVING = 3/4 INCHES 6. CONCRETE SLUMPS SHALL BE AS FOLLOWS: PUMPED CONCRETE - 5 INCHES HAND PLACED CONCRETE - 4 INCHES EXISTING CURB & GUTTER KEEP 6"RISE TO TO BE REMOVED MATCH FL OF EXISTING GUTTER EXISTING PVMT. J 3" RISE EXISTING BASE DEFORMED TIE BAR #4 X 18" O.C. FOR TYING NEW CONC. TO EXISTING CONC. PAVEMENT ONLY SECTION A -A A<--, 7. CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED AS FOLLOWS: 3/4 INCH NOMINAL AGGREGATE SIZE 4% TO 8% 1 INCH NOMINAL AGGREGATE SIZE 3.5% TO 6.5% 1 1/2 INCH NOMINAL AGGREGATE SIZE _ 3% TO 6% USE OF AIR -ENTRAINMENT, AND CORRESPONDING REDUCTION OF THE WATER/CEMENT RATIO, MUST BE NOTED ON THE MIX DESIGN. CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER FOR REVIEW NO FLY ASH IS PERMITTED IN CONCRETE. 8. CONCRETE APPROACHES BETWEEN PROPERTY LINE, RAIFORD ROAD AND OLD DENTON ROAD TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARDS. 9. DRIVE APPROACH WITHIN THE CITY R.O.W. SHALL MATCH THE STREET THICKNESS. 10. SLOPE OF H.C. RAMP DOWN AT OFFICE SHALL NOT EXCEED A SLOPE OF 1"/12" (.083") 11. ALL CONCRETE PAVING SHALL HAVE A SUBGRADE COMPACTED TO 95% OF ASTM D698. 12. FIRE LANES SHALL REMAIN OPEN/ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 13. FIRE LANES SHALL BE INSTALLED AND ACCEPTED BY THE CITY PRIOR TO ANY CONSTRUCTION ABOVE THE FOUNDATION. TYPE "D" EXPANSION JOINT ELEV=T/C ELEV + 3" DRIVEWAY APRON SHALL BE 6" (28 -DAY CONCRETE STRENGTH= 3000 PSI) W/#4 BARS @ 18" O.C.E.W. ASPHALT APRON W/O CURB & GUTTER SHALL BE ALLOWED ON OPEN DITCHED STREET SECTIONS ONLY. TYPE "G" EXPANSION JOINT -----PROPERTY LINE I I *MAINTAIN 2% MAXI RETURN CURB TO HAVE A A CROSS SLOPE ROLL FACE DIMINISHING TYPE "D" AT RADIUS POINT LONGITUDINAL 25' MIN. R. REMOVE CURB I JOINT AMBULATORY RAMP THRU RAMP 1I / SLOPE1:12 MAX ------------ 1 ---- ------ SIDEWALK k NEAT-------------- -------- SAW CUT I I TYPE "G" EXPANSION JOINT 19 DATE: CITY OF BRYAN �..T . AUG. 2012 A `-J NEAT - SAW CUT NEAT SAW CUT EXISTING CURB & GUTTER TO BE REMOVED. REPLACES STREET SURFACING AS NEEDED COMMERCIAL DRIVEWAY B/CS UNIFIED DETAIL NO: STANDARD DETAIL ST2-03 W""'4 CITY OF COLLEGE STATION A NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAX. DISTANCE OF 40' APART & AT ALL RADIUS POINTS, P.T.'s AND P.C's. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAX. DIST. OF 10' APART. 1/4"R REINFORCING STEEL & FIBERMESH NOTES 1. ALL STEEL REINFORCING BARS SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A615, (#3 AND #4 = GRADE 40) (#5 AND LARGER -GRADE 60) ALL REINFORCEMENT SPECIFICALLY NOTED ON THE DRAWING AS BEING WELDED SHALL BE DOMESTIC STEEL CONFORMING TO ASTM A615, GRADE 40 OR DOMESTIC STEEL CONFORMING TO ASTM A706. 2. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI 315. 3. ALL REINFORCING BARS LAPS SHALL BE SPLICED A MINIMUM OF OF 36 BAR DIAMETERS. 4. ALL REINFORCING BARS SHALL BE #4 @ 18" O.C.E.W. UNLESS OTHERWISE NOTED. 5. PROTECTION COVER OF REINFORCEMENT SHALL BE AS NOTED BELOW. SEE ACI 318 FOR CONDITIONS NOT NOTED. CONCRETE PLACED AGAINST SOIL = 2 1/2 INCHES JOINT NOTES 1. EXPANSION JOINTS AT APPROACHES SHALL BE CONSTRUCTED PER DETAIL OF CITY GENERAL DESIGN STANDARDS. 2. THE CONSTRUCTION JOINT SHALL COMPLY WITH STANDARD OF CITY DETAIL. 3. SAWED JOINTS AND CONSTRUCTION JOINTS SHALL BE AS INDICATED ON PLAN AND PER DETAIL. 4. SAW CUT CONCRETE AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT SPALLING, AND STRESS CRACKING, BUT WITHIN 12 HOURS OF CONCRETE PLACEMENT. 1/4"R • = #4 BARS 0 = 3/4 X 18 SMOOTH EXPANSION DOWELS ).C. VICINITY MAP SCALE: NONE V V SCALE: NONE GENERAL CONSTRUCTION NOTES hv 1 m Ago at 1044 -Morningside Court Cell No: 972.415.1730 Mesquite, ITX. 75150 TeleFax:214.501.2697 PROJECT NAME: PAVING AND JOINTING PLAN PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES DIVNER/DEVELOPER j' AMR HOTELS LLC 420 LACEBARK DRIVE IRVING, TEXAS 75063 Cell #: 214.395.9398 ENGINEER COMPANY IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, E. M. FAG G ET ENGINEERING AND COORDINATE WITH THE CITYICOUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, FORT WO�'H, TEXAS 76102 EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER I JR EISENHOUR CONSULTING LLC, FOR PERMITTING ENGINEER'S SIGNED/SEALED: ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN, ONLY THE _.•' '•'•.9�0� SHEET: ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. PROJECT MANAGER: UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, FREDERICK L. GATELA1 • • •' REVISED OR TRANSMITTED TO ANY THIRD PARTY. ............................... ••••• .:w.... THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT DESIGN COORDINATOR: EDWARD F'AWW 0 - SUPPLIER w ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT �¢ AS SPECIFIED IN THE CONTRACT DOCUMENTS. � DATE '� � �� 'l' 3 72C THESE DRAWINGS SHALL NOT O USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER REVISION DATE: 10/19!13 ON THE DATE INDICATED HEREIN. , `• PROJECTS IN E ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT .• 4 OF THE ENGINEER. PLOT DATE: 10/19/13 ALTERATION OF A SEALED DOCUMENT ���i .{I OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS WITHOUT PROPER NOTIFICATION TO THE -��'•� N •�ic - AV AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWING BY: RESPONSIBLE ENGINEER IS AN OFFENSE �t0NA fir OF: UNDER THE TEXAS ENGINEERING ACT. /^na } ... i ^ �r LOT 4R 0.629 acres g5 27,400 sq ft% fi=% 60) Rz SAU L KESWAN I & �� ANITA HARDEVI �. -' / ��� f�� 6875/125 fi ,,.. V/'>; ^O �Z. * �"� �. alp /,` GQ„� � PJB / ,:,. //! i \`•`\ ^�" �O/�L / 4' - U2 ! EX GAS ti°' t.. / //,y;ts rl \\fi . 7 f - '% IP ' PELINE\°, ' SIGN h.01 OOH • �'./ .,r / .t \\. � "�"� � \\ •Op, FDC )E TORI MH v 5 rye` �'` �,`' ,•`"\ j!• // /. �i EX. STORM MH o '' `\ ry / ' 7 . // - \\ \/ '�� ".'Q(y4-nry' • \ "` �I�, �O =`0�� ��O .s•'``/' 't:* r `` / / Z ,r' co i i / r 40 zo ' / / • \ �F� \ � F � QPM/ \ / ,i / ' � 0 '" / % QG �� LOT 6R-2 .co.7" 2.838 acres 103,807 sq ft N/F MIN. F.F. 288.85 / R. B. TOLSON REMAINDER OF 25 ACRE TRACT 3115/35 nj LANDSCAPE PLAN SCALE: 1" = 30'-0" GRAPHIC SCALE 0 30 15 60 BLOCK ONE City of College Station: LANDSCAPING POINT CALCULATIONS: GENERAL LANDSCAPE NOTES 1. ALL PLANT MATERIALS SHALL CONFORM TO THE STANDARDS OF THE APPROVED PLANT LIST FOR THE CITY OF COLLEGE STATION, TEXAS. 2. AS UNDERGROUND AUTOMATIC LANDSCAPE IRRIGATION SYSTEM SHALL BE INSTALLED TO WATER ALL LANDSCAPE AREAS, INCLUDING RIGHT-OF-WAY AREAS, UNLESS NOTED OTHERWISE. 3. ADDITIONAL PLANT MATERIAL MAY BE INSTALLED ON SITE AT OWNER'S DIRECTION AND ACCORDING TO CITY REQUIREMENTS. 4. ALL PLANT MATERIAL SHALL BE MAINTAINED BY OWNER IN A HEALTHY AND GOING CONDITION, AND REPLACED WITH PLANT MATERIAL OF SIMILAR SIZE AND VARIETY IF DAMAGED, DESTROYED, OR REMOVED. 5. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS. 6. ALL LANDSCAPE AREAS SHALL BE CONSTRUCTED, INSTALLED AND MAINTAINED SO AS NOT TO OBSTRUCT VIEW OF MOTORIST BETWEEN THE STREET AND ACCESS DRIVE. VISIBILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AT ALL TIMES. 7. ALL PERMEABLE SURFACES NOT OCCUPIED BY TREES, SHRUBS, PLANTING BEDS OR OTHER PERMITTED ITEMS OR FIXTURES SHALL BE BERM A DEGREES LAWN AREAS UNLESS OTHERWISE NOTED. 8. ALL TREES TO BE INSTALLED OUTSIDE FIRE HYDRANT, SANITARY SEWER, AND UTILITY EASEMENTS. 9. REFERENCE ENGINEERING PLANS FOR PROPOSED GRADES. PROJECT STATUS: & LEGEND --_.- SANITARY SEWER MANHOLE SS (2) SIZE EXISTING CONTOURS STORM SEWER MANHOLE MH Q 500 PROPOSED CONTOURS CLEAN OUT CO Q * :� • ••'P�, 0 TREATED PINE STAKES, ,► ••••.....I.........•'••^ ••�•*• 2" TO 14.5" " ® PROPOSED FIRE HYDRANT FH I- j EDWARD FAGGErr � SANITARY SEWER PIPE POWER POLE PP 0/ — _ —Ess EXISTING TELEPHONE BOX TB Canopy Tree OF THE ENGINEER. SANITARY SEWER PIPE �. � ALTERATION OFASEALED DOCUMENT �' 0••• e WITHOUT �� �� ��l�.,.�S�ID �: .. •, PROPOSED WATER METER WM 1,800 AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGI NEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. WATER LINE .CALIRERZI& (Ulmus Crassifolia) `• EXISTING GATE VALVE GV BARRICADE Canopy Tree WATER LINE LIGHT POLE TREE C} --O "® ®r PROPOSED TREE CREPE MYRTLE 27 40 1,080 POWER LINE IRRIGATION SPRINKLER AND LARGER O ..--------- _ - -• EXISTING EXISTING HEAD LOCATION POWER LINE VAN ACCESSIBLE L ®T ®' PROPOSED HANDICAP PARKING WAX LEAF LIGUSTRUM C1 10 TELEPHONE LINE (Ligustrum texanum) EXISTING SIGN LOCATION TELEPHONE LINE RIGHT OF WAY R.O.W. ®°J ®"' ® PROPOSED ( 5 GALLON YAUPON 150 GAS LINE SET IRON ROD S.I.R. (Ilex vomitoria "nana") —ES --F«— EXISTING EXPANSION JOINT Shrub E.J. GAS LINE SAWJOINT S.J. SEASONAL PLANT PROPOSED STORM SEWER PIPE CONSTRUCTION JOINT C.J. — . - _ e_ r, — EXISTING EXIST. LIGHTPOLE ® STORM SEWER PIPE PROPOSED GUY WIRE DRAINAGE &UTILITY DENE EASEMENT — -- — — — EXISTING GUY WIRE DRAINAGE FLOWARROW —�- OPEN SPACE REQUIRED L.S. (20% OF SITE) 15,048.38 S.F. PROVIDED L.S. (21 % OF SITE) 15,455.35 S.F. TRAFFIC FLOWARROW y —0g —O¢ OVERHEAD ELECTRICAL LINE FOUND IRON ROD F.I.R. GAS METER GM ❑ —FT—Fz—F— EXISTING FIBER OFTICS CABLE EXIST. WATER VALVE City of College Station: LANDSCAPING POINT CALCULATIONS: GENERAL LANDSCAPE NOTES 1. ALL PLANT MATERIALS SHALL CONFORM TO THE STANDARDS OF THE APPROVED PLANT LIST FOR THE CITY OF COLLEGE STATION, TEXAS. 2. AS UNDERGROUND AUTOMATIC LANDSCAPE IRRIGATION SYSTEM SHALL BE INSTALLED TO WATER ALL LANDSCAPE AREAS, INCLUDING RIGHT-OF-WAY AREAS, UNLESS NOTED OTHERWISE. 3. ADDITIONAL PLANT MATERIAL MAY BE INSTALLED ON SITE AT OWNER'S DIRECTION AND ACCORDING TO CITY REQUIREMENTS. 4. ALL PLANT MATERIAL SHALL BE MAINTAINED BY OWNER IN A HEALTHY AND GOING CONDITION, AND REPLACED WITH PLANT MATERIAL OF SIMILAR SIZE AND VARIETY IF DAMAGED, DESTROYED, OR REMOVED. 5. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS. 6. ALL LANDSCAPE AREAS SHALL BE CONSTRUCTED, INSTALLED AND MAINTAINED SO AS NOT TO OBSTRUCT VIEW OF MOTORIST BETWEEN THE STREET AND ACCESS DRIVE. VISIBILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AT ALL TIMES. 7. ALL PERMEABLE SURFACES NOT OCCUPIED BY TREES, SHRUBS, PLANTING BEDS OR OTHER PERMITTED ITEMS OR FIXTURES SHALL BE BERM A DEGREES LAWN AREAS UNLESS OTHERWISE NOTED. 8. ALL TREES TO BE INSTALLED OUTSIDE FIRE HYDRANT, SANITARY SEWER, AND UTILITY EASEMENTS. 9. REFERENCE ENGINEERING PLANS FOR PROPOSED GRADES. VICINITY MAP SCALE: NONE BLACK REINFORCED RUBBER HOSE, PLACE ABOVE FIRST TIER OF BRANCHES #10 OR #12 GAUGE GALVANIZED GUY WIRE, DOUBLED AND TWISTED, 1/4" DIA. GALVANIZED TURNBUCKLE 4" SAUCER RIM SLOPED GRADUALLY TO FINISHED GRADE TREE NOTES: 1. AT THE TIME OF PLANTING, TREES SHALL BE A MINIMUM OF THREE INCHES CALIPER, MEASURED 12" ABOVE GROUND AND A MINIMUM OF SEVEN FEET IN HEIGHT. 2. APPLY THREE INCHES (311) LAYER OF MULCH ON TOP OF ROOT BALL AFTER PLANTING, KEEP MULCH NINE INCHES (9") FROM BASE OF THE TRUNK. 3. PRUNE EACH TREE TO CORRECT STRUCTURAL DEFECTS AND REMOVE BROKEN BRANCHES CAUSED DURING TRANSPORT AND PLANTING. 4. EVERY OCTOBER APPLY TWO AND A HALF (2 1/2 LB..) POUNDS OF 10-10-10 FERTILIZER PER TEN SQUARE FEET OF AREA BENEATH EACH TREE. DO NOT CUT LEADER 3 GUY WIRES PER PLANT REQUIRED. SPACE EQUALLY AT 120° AROUND TREE. 5 GUY WIRES USED FOR 5" CAL. OR LARGER SET ROOTBALL 2"-4" %- ABOVE FINISHED GRADE j RED COLORED SAFETY FLAGGING EA. GUY PROJECT STATUS: & .moi• .` --_.- TOPSOIL MIX FOR PERMITTING SYMBOL SIZE TYPE QUANTITY VAOLUE POINT • 2X4X4 PRESSURE FREDERICK L. GATE r * :� • ••'P�, 0 TREATED PINE STAKES, ,► ••••.....I.........•'••^ ••�•*• 2" TO 14.5" LIVE OAK TREE 11 150 1,650 j EDWARD FAGGErr � eA 4PER­-W/ (Quercus Virginiana) ••• DATE 0 • • ...................................t.....8 2'-0" 2'-0" REMOVE ALL BURLAP & LIGHTLY COMPACT BARRICADE Canopy Tree OF THE ENGINEER. WIRE FROM TOP 1/3 �. � ALTERATION OFASEALED DOCUMENT �' 0••• e WITHOUT �� �� ��l�.,.�S�ID 2'T�4 CEDAR ELM 12 150 1,800 AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGI NEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWING BY: .CALIRERZI& (Ulmus Crassifolia) `• SETTLING. UNDER THE TEXAS ENGINEERINGACT. ora BARRICADE Canopy Tree 0 2 TREE PLANTING 1.25" CALIPER TREE CREPE MYRTLE 27 40 1,080 AND LARGER (Lagerstroemia indica) Non -Canopy Tree 5 GALLON WAX LEAF LIGUSTRUM 184 10 1,840 (Ligustrum texanum) Shrub ( 5 GALLON YAUPON 150 10 1,500 (Ilex vomitoria "nana") Shrub SEASONAL PLANT O4.. GRASS SEASONAL COLOR BED STREETSCAPE: X 300 PTS = 1,550 PTS (258.36' /32) - 9 CANOPY TREES P&NT.S-RE4Z RR4JdCT AREA: 75,241.91 SQUARE FEET OF SITE AREA 75,241.91 / 1000 = 75.24 75.24 X 30 = 2,257.2 =2,257 X 2 = 4,514 POINTS ��'''�� TOTAL POINTS REQUIRED: 6,064 TOTAL POINTS PROPOCED: 7,870 1 LOT AREA: 75,241.91 S.F. OPEN SPACE REQUIRED L.S. (20% OF SITE) 15,048.38 S.F. PROVIDED L.S. (21 % OF SITE) 15,455.35 S.F. VICINITY MAP SCALE: NONE BLACK REINFORCED RUBBER HOSE, PLACE ABOVE FIRST TIER OF BRANCHES #10 OR #12 GAUGE GALVANIZED GUY WIRE, DOUBLED AND TWISTED, 1/4" DIA. GALVANIZED TURNBUCKLE 4" SAUCER RIM SLOPED GRADUALLY TO FINISHED GRADE TREE NOTES: 1. AT THE TIME OF PLANTING, TREES SHALL BE A MINIMUM OF THREE INCHES CALIPER, MEASURED 12" ABOVE GROUND AND A MINIMUM OF SEVEN FEET IN HEIGHT. 2. APPLY THREE INCHES (311) LAYER OF MULCH ON TOP OF ROOT BALL AFTER PLANTING, KEEP MULCH NINE INCHES (9") FROM BASE OF THE TRUNK. 3. PRUNE EACH TREE TO CORRECT STRUCTURAL DEFECTS AND REMOVE BROKEN BRANCHES CAUSED DURING TRANSPORT AND PLANTING. 4. EVERY OCTOBER APPLY TWO AND A HALF (2 1/2 LB..) POUNDS OF 10-10-10 FERTILIZER PER TEN SQUARE FEET OF AREA BENEATH EACH TREE. DO NOT CUT LEADER 3 GUY WIRES PER PLANT REQUIRED. SPACE EQUALLY AT 120° AROUND TREE. 5 GUY WIRES USED FOR 5" CAL. OR LARGER SET ROOTBALL 2"-4" %- ABOVE FINISHED GRADE j RED COLORED SAFETY FLAGGING EA. GUY REMOVE CONTAINER & LIGHTLY SCARIFY ROOTS & SOIL BEFORE PLANTING. SET PLANT 2" ABOVE FINISHED GRADE SAUCER RIM 3" ABOVE FINISHED GRADE. SLOPE GRADUALLY TO FINISHED GRADE 3" MULCH IN PLANTING BED. FINISHED GRADE k, LOOSEN SUBSOIL AT TOPSOIL MIX BOTTOM OF PLANT z PIT 4 MIN. LIGHTLY COMPACTED TOPSOIL MIX. MIN. MIN. 0 i SHRUB PLANTING DETAIL 36UALL: NONE aA s-�. r';7 3�'e.E3�F3�a3s�,Pc-'+�i --3p 1044 -Morningside Court Cell No: 972.415.1730 Mesquite, TX. 75150 TeleFas:214.501.2697 PROJECT NAME: LANDSCAPE PLAN PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER AMR HOTELS LLC 420 LACEBARK DRIVE IRVING, TEXAS 75063 Cell #: 214.395.9398 GENERAL CONSTRUCTION NOTES E.M. FAGGET ENGINEERING IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL COMMUONICSED CATIONCA BEES, ANDAND THELIKE,rPR ORLITIES TO PERFORUDING GAS, FIBER OPTIC, MING ANY DIRT WORK, EXCAVATION, FORT WO H, TEXAS 76102 EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: .moi• .` --_.- TOPSOIL MIX FOR PERMITTING ._J ENGINEER'S SIGNED/SEAL SHEET: PROJECT MANAGER: ( ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN.ONLY THE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. • 2X4X4 PRESSURE FREDERICK L. GATE 2: * :� • ••'P�, 0 TREATED PINE STAKES, ,► ••••.....I.........•'••^ ••�•*• ^ DESIGN COORDINATOR: DRIVE FLUSH W/ GRADE - j EDWARD FAGGErr � /v 5 AS SPECIFIED IN THE CONTRACT DOCUMENTS. ••• DATE 0 • • ...................................t.....8 2'-0" 2'-0" REMOVE ALL BURLAP & LIGHTLY COMPACT ON THE DATE INDICATED HEREIN. , �' 372 ai I �A• Q OF THE ENGINEER. WIRE FROM TOP 1/3 �. � ALTERATION OFASEALED DOCUMENT �' 0••• e WITHOUT �� �� ��l�.,.�S�ID OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS OF ROOT BALL. TOPSOIL MIX BENEATH PROPER NOTIFICATION TO THE • �� ;�A! - jF OF: `"r AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGI NEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWING BY: ROOTBALL TO PREVENT RESPONSIBLE ENGINEER IS AN OFFENSE �\ SS '•., Si, `• SETTLING. UNDER THE TEXAS ENGINEERINGACT. ora 0 2 TREE PLANTING DETAIL_ SCAL � :NONE REMOVE CONTAINER & LIGHTLY SCARIFY ROOTS & SOIL BEFORE PLANTING. SET PLANT 2" ABOVE FINISHED GRADE SAUCER RIM 3" ABOVE FINISHED GRADE. SLOPE GRADUALLY TO FINISHED GRADE 3" MULCH IN PLANTING BED. FINISHED GRADE k, LOOSEN SUBSOIL AT TOPSOIL MIX BOTTOM OF PLANT z PIT 4 MIN. LIGHTLY COMPACTED TOPSOIL MIX. MIN. MIN. 0 i SHRUB PLANTING DETAIL 36UALL: NONE aA s-�. r';7 3�'e.E3�F3�a3s�,Pc-'+�i --3p 1044 -Morningside Court Cell No: 972.415.1730 Mesquite, TX. 75150 TeleFas:214.501.2697 PROJECT NAME: LANDSCAPE PLAN PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER AMR HOTELS LLC 420 LACEBARK DRIVE IRVING, TEXAS 75063 Cell #: 214.395.9398 GENERAL CONSTRUCTION NOTES E.M. FAGGET ENGINEERING IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL COMMUONICSED CATIONCA BEES, ANDAND THELIKE,rPR ORLITIES TO PERFORUDING GAS, FIBER OPTIC, MING ANY DIRT WORK, EXCAVATION, FORT WO H, TEXAS 76102 EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: JIF THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC INFORM, PREPARED BY THE ENGINEER / JR EISENHOUR CONSULTING LLC, FOR PERMITTING ENGINEER'S SIGNED/SEAL SHEET: PROJECT MANAGER: ( ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN.ONLY THE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. • UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, FREDERICK L. GATE LA * :� • ••'P�, 0 REVISED OR TRANSMITTED TO ANY THIRD PARTY. THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT ,► ••••.....I.........•'••^ ••�•*• ^ DESIGN COORDINATOR: SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THEIR PERFORMANCE CONTRACT - j EDWARD FAGGErr � /v 5 AS SPECIFIED IN THE CONTRACT DOCUMENTS. ••• DATE 0 • • ...................................t.....8 REVISION DATE: 10/19/13 THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT ON THE DATE INDICATED HEREIN. , �' 372 ai I �A• Q OF THE ENGINEER. PLOT DATE: 10/19/13 �. � ALTERATION OFASEALED DOCUMENT �' 0••• e WITHOUT �� �� ��l�.,.�S�ID OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS PROPER NOTIFICATION TO THE • �� ;�A! - jF OF: `"r AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGI NEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWING BY: RESPONSIBLE ENGINEER IS AN OFFENSE �\ SS '•., Si, `• UNDER THE TEXAS ENGINEERINGACT. ora EX. STORM MH CO Cd \\\A. N N If . 880 \ \ \ \\\ N/F s� 1 r \o\\\ f'', R. B. TOLSON ��9,,. \\ REMAINDER OF 25 ACRE TRACTa" 3115/35 INSTALL TEMPORARY SILT FENCE (REFER TO SWPP1-03 STANDARD DETAIL�� \\\ B/CSUNIFIED) \ \ ®� EROSION CONTROL PLAN SCALE: 1" = 30'-0" GRAPHIC SCALE 0 30 INSTALL TEMPORARY INLET PROTECTION 15 60 STANDARD GENERAL NOTES 1. EROSION CONTROL DEVICES AS SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF COLLEGE STATION ENGIN_ERING DIVISION. 3. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4. IF OFF-SITE SOIL BORROW OR SPOIL- SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE EROSION CONTROL PLAN. OFF-SITE BORROW AND SPOIL AREAS ARE CONSIDERED A PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH THE CITY OF COLLEGE STATION EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL APPROVAL OF THE PROJECT. o N •r rri r/ r rri ,pro �QO INSTALL TEMPORARY SILT FENCE REFER TO SWPP1-03 STANDARD DETAIL B/CSUNIFIED) 2 iii Ss @° — 500 — EXISTING CONTOURS STORM SEWER MANHOLE /TP=2 {' -9 TC= 8.4 Y =r^" INSTALL TEMPORARY P� f: 15 1^ - CO Cd \\\A. N N If . 880 \ \ \ \\\ N/F s� 1 r \o\\\ f'', R. B. TOLSON ��9,,. \\ REMAINDER OF 25 ACRE TRACTa" 3115/35 INSTALL TEMPORARY SILT FENCE (REFER TO SWPP1-03 STANDARD DETAIL�� \\\ B/CSUNIFIED) \ \ ®� EROSION CONTROL PLAN SCALE: 1" = 30'-0" GRAPHIC SCALE 0 30 INSTALL TEMPORARY INLET PROTECTION 15 60 STANDARD GENERAL NOTES 1. EROSION CONTROL DEVICES AS SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF COLLEGE STATION ENGIN_ERING DIVISION. 3. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4. IF OFF-SITE SOIL BORROW OR SPOIL- SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE EROSION CONTROL PLAN. OFF-SITE BORROW AND SPOIL AREAS ARE CONSIDERED A PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH THE CITY OF COLLEGE STATION EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL APPROVAL OF THE PROJECT. o N •r rri r/ r rri ,pro �QO INSTALL TEMPORARY SILT FENCE REFER TO SWPP1-03 STANDARD DETAIL B/CSUNIFIED) 2 iii Ss @° — 500 — EXISTING CONTOURS STORM SEWER MANHOLE /TP=2 {' -9 TC= 8.4 Y =r^" INSTALL TEMPORARY �„- y,4 elsfore ” INLET PROTECTION 15 1^ - Q Q,6 P.O. BOX 17605 4W I' FORT WQZ[H, TEXAS 76102 NAT. GROUND--,,, PROPOSED FIRE HYDRANT FH -t �r SANITARY SEWER PIPE `aR ry LOT 6R-2 2.838 acres 103,807 sq ft MIN. F.F. - 288.85 BLOCK ONE INSTALL TEMPORARY SILT FENCE (REFER TO SWPP1-03 STANDARD DETAIL f .* B/CSUNIFIED) \\\ \\\ .G \ SANITARY SEWER MANHOLE Ss @° — 500 — EXISTING CONTOURS STORM SEWER MANHOLE MH OO 500 PROPOSED CONTOURS CLEAN OUT CO Q P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, I' FORT WQZ[H, TEXAS 76102 NAT. GROUND--,,, PROPOSED FIRE HYDRANT FH -t �r SANITARY SEWER PIPE POWER POLE PP 0 —ESS —Ess EXISTING TELEPHONE BOX TB FOR PERMITTING SANITARY SEWER PIPE SHEET: PROJECT MANAGER: ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE•• ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. PROPOSED WATER METER WM ® WATER LINE GATE VALVE GV . . ....................... EXISTING THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT, THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE DESIGN COORDINATOR: LINE LIGHT POLE ARE PERMITTED TO THEIRPERFORMANCE CONTRACT AS SPECIFIED IN THE CONTRACT DOCUMENTS. D—a ®= ®= PROPOSED C6 THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT REVISION DATE: 10/19/13 POWER LINE IRRIGATION SPRINKLERO _ _ r --• EXISTING HEAD LOCATION POWER LINE VAN ACCESSIBLE L ®' ®T PROPOSED HANDICAP PARKING TELEPHONE LINE EXISTING SIGN LOCATION TELEPHONE LINE RIGHT OF WAY R.O.W. PROPOSED GAS LINE SET IRON ROD S.I.R. EXISTING EXPANSION JOINT E.J. GAS LINE SAW JOINT S.J. �=;S — ss — ss — PROPOSED STORM SEWER PIPE CONSTRUCTION JOINT C.J. _ E s — S S,S _ EXISTING EXIST. LIGHTPOLE ® STORM SEWER PIPE —®- *— •• ®-w ® PROPOSED GUY WIRE DRAINAGE & UTILITY DE/UE EASEMENT --------- -_- —_-: EXISTING GUY WIRE DRAINAGE FLOW ARROW TRAFFIC FLOWARROW OVERHEAD ELECTRICAL LINE FOUND IRON ROD F.I.R. GAS METER GM —''—°''—°"— EXISTING FIBER OFTICS CABLE EXIST. WATER VALVE 6" MIN. DEPTH STONE (ASTM D448, 3" TO 5" DIAMETER) OVER GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. GEOTEXTILE FABRIC SUBGRADE EXISTING STREET NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. * MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE * CONSTRUCTION EXIT SPLIT CONTROL 1B DATE: DETAIL NO: B/CS UNIFIED - - CrrYOF BRYAN CITY OF COLLEGE STATION >.& mI yk AUG. 2012 STANDARD DETAIL SMP1-02 METAL T -POST AS REQUIRED TO MAINTAIN SPACED & APART SILT FENCE WOR HAY BALES TO BE USED IN � E.M. FAGGET ENGINEERING AREAS OF DRAINAGE FLOW AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, I' FORT WQZ[H, TEXAS 76102 NAT. GROUND--,,, �rr�rXr �r OWNERSHIP AND USE OF DRAWINGS 4" X 4" MIN.TRENCH 2" x 4" WIRE MESH FASTENED TO T -POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH [11" OF FILTER FABRIC TO EXTEND INTO A TRENCH & BE ANCHORED W/ COMPACTED FILL ALLOW 2.5' TO 5' TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. DIRECTION OF FLOW SILT FENCE ASSEMBLY DATE: E3/CS UNIFIED DETAIL NO: CITY OF BRYAN AUG. 2012 STANDARD DETAIL SWPP1-03 Smco•rr 47 D'A CTIYOFCOLLEGESTATION VICINITY MAP 3.1 GENERAL THE MOST EFFECTIVE MEANS OF REDUCING THE SOIL LOST FROM PROPERTY IS TO PREVENT THE EROSION OF THE SOIL. STRUCTURAL BARRIERS CAN PROVIDE 70% TO j90% SEDIMENT REMOVAL EFFICIENCIES FROM RUNOFF, BUT A NATURAL GROUNDCOVER AND MULCHING CAN PROVIDE 90% TO 98% REDUCTION IN EROSION AND SOIL LOSS. 3.2 EROSION PROCESS EROSION IS NATURAL PROCESS BY WHICH SOIL AND ROCK IS LOOSENED AND REMOVED BY THE ACTION OF WATER OR WIND. THE PRIMARY FOCUS OF THIS MANUA II IS THE CONTROL OF EROSION AND SEDIMENTATION CAUSED BY SURFACE WATER RUNOFF. CONSTRUCTION -SITE EROSION HAS BEEN SHOWN TO BE IN MOST CASES, THE MOST EXCESSIVE FORM OF EROSION KNOWN CAUSING SERIOUS AND COSTLY PROBLEMS, BOTH ON-SITE AND OFF-SITE. RUNOFF, WATER MOVING OVER THE SOIL SURFACE, IS CAUSED BY RAIN WATER FALLING AT A FASTER RATE THAN IT CAN BE ABSORBED BY THE SOIL. THE RUNOFF WATER DETACHES AND TRANSPORTS SOIL PARTICLES FROM ONE LOCATION TO ANOTHER. THE EROSIVENESS OF FLOWING WATER DEPENDS UPON ITS VELOCITY, TURBULENCE, PLUS THE AMOUNT AND TYPE OF ABRASIVE MATERIAL IT TRANSPORTS. THE HIGHER THE VELOCITY OF RUNOFF, THE HIGHER THE NUMBER OF SOIL PARTICLES THAT CAN BE TRANSPORTED. THE POTENTIAL FOR AN AREA TO ERODE IS RELATED TO FOUR FACTORS: SOIL TYPE, SURFACE COVER, TOPOGRAPHY AND CLIMATE. THE SOIL TYPE HAS A DIRECT IMPACT ON THE ERODIBILITY OF THE SOIL, KEY FACTORS THAT AFFECT THE ERODIBILITY OF A TYPE SOIL ARE THE SOIL TEXTURE, THE ORGANIC MATTER CONTENT, THE TYPE OF SOIL STRUCTURE, AND THE PERMEABILITY OF THE SOIL. SURFACE COVER PRIMARILY IN THE FORM OF VEGETATION, SHIELDS THE SOIL SURFACE FROM THE IMPACT OF FALLING RAIN, REDUCES RUNOFF VELOCITY AND SPREADS OUT THE FLOW OF WATER. TOPOGRAPHIC FEATURES SUCH AS THE SIZE OF DRAINAGE BASINS AND THE STEEPNESS OF SLOPES DIRECTLY AFFECT RUNOFF RATES AND VOLUMES. CLIMATE, PARTICULARLY THE FREQUENCY, INTENSITY, AND DURATION OF RAINFALL ARE PRIMARY FACTORS THAT DETERMINE THE AMOUNT OF RUNOFF PRODU I ED. EFFECIVE EROSION CONTROL ADDRESSES THE PREVENTION OF SOIL EROSION BY PROTECTING THE SOIL SURFACE FROM EROSIVE FORCES OF RAIN AND RUNOFF. PREVENTION OF EROSION IS ALWAYS BETTER THAN REMEDIAL MEASURES AND SHOULD RECEIVE PRIORITY IN ANY EROSION AND SEDIMENTATION CONTROL PLAN. SOIL EROSION CANNOT BE COMPLETELY PREVENTED, AS SOME NATURAL EROSION OCCURS ON THE LAI DSCAPE UNDER IDEAL CONDITIONS. THE IDEA IS TO PREVENT ACCEL RATED EROSION TO THE EXTENT PRACTICABLE. THE FOLLOWING PRACTI ES CAN BE USED TO PREVENT EROSION: * PLA THE DEVELOPMENT TO FIT THE SITE TOPOGRAPHY (AVOID HIGHLY EROSIVE AREAS). * MINI IZE THE DURATION AND SIZE OF AREA EXPOSED WITHOUT GROIbND COVER. * PRO IECT EXPOSED GROUND AREAS FROM OFF-SITE RUNOFF. * STA ILIZE EXPOSED GROUND AREAS AS SOON AS POSSIBLE. * RED CE RUNOFF VELOCITIES WHENEVER POSSIBLE. * PRO IIECT STEEP SLOPES FROM EXCESSIVE RUNOFF. PROJECT PHASING, PARTICULARLY ON LARGE PROJECTS, CAN BE CRITICAL TO SUCCESSFUL EROSION CONTROL. THE MINIMIZING OF DISTURBED LAND AREA. 3.4 SEDIMI ENTATION PROCESS SEDIMENTATION IS THE DEPOSITION OF SOIL PARTICLES THAT HAVE BEEN TRAI S I RTED BY RUNOFF. THE AMOUNT AND SIZE OF THE MATERIAL THAT BE TRA.�SPORTED INCREASES WITH THE VELOCITY OF THE RUNOFF. SEDIME NATION OCCURS WHEN THE RUNOFF SLOWS DOWN ENOUGH AND FOR ALONG NOUGH PERIOD OF TIME TO ALLOW THE SUSPENDED SOIL TO SETTLE FROM THE RUNOFF. GRAVEL AND SAND PARTICLES ARE USUALLY NOT TRANSPORTED VERY FAR BY RUNNING WATER AND ARE DEPOSITED WHEN THE WATER FIRST SLOWS DOWN. CONVERSELY, SOME VERY SMALL CLAY PARTICLES MAY NOT SETTLE OUT EVEN WHEN THE WATER STOPS MOVING THIS IS BECAUSE THE PARTICLES ARE HELD IN SUSPENSION. 3.5 SEDIMENTATION CONTROL SEDIMENTATION CONTROL IS REMEDIAL MEASURE THAT INVOLVE TRAPPING SEDIMENT AS RUNOFF LEAVES THE LAND DURING STORM EVENTS. MOST SEDIMENTATION CONTROL IS ACHIEVED THROUGH THE USE OF STRUCTURAL CONTR S, SOMETIMES REFERRED TO AS BEST MANAGEMENT PRACTICES (BMPs). IFFECTIVE SEDIMENTATION CONTROL REQUIRES THAT THE MAJORITY OF THE IERODED SOIL BE CAPTURED ON-SITE. CHAPTER 5 OF THIS MANUAL PROVIDE S THE USER WITH AN INVENTORY OF BMPs, THAT WHEN PROPERLY USED, IN 3TALLED AND MAINTAINED WILL EFFECTIVELY CONTROL SEDIME TATION FROM A CONSTRUCTION SITE. BMPs ARE GENERALLY APPLICA 3LE TO A SPECIFIC SITEV SITUATION AND THE EROSION CONTROL PLAN FO R A SITE SHOWS THE CORRECT BMP TO CONTROL OFF-SITE SEDIMEIITATION. PROJECT NAME: EROSION CONTROL PLAN PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER : j AMR HOTELS LLC 420 LACEBARK DRIVE IRVING, TEXAS 75063 Cell #: 214.395.9398 ENGINEER COMPANY. GENERAL CONSTRUCTION NOTES � E.M. FAGGET ENGINEERING IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, I' FORT WQZ[H, TEXAS 76102 EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. PROJECT STATUS: OWNERSHIP AND USE OF DRAWINGS THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER i JR EISENHOUR CONSULTING LLC. FOR PERMITTING ENGINEER'S SIGNED/SEALED: SHEET: PROJECT MANAGER: ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE•• ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. • • ••fit UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, FREDERICK L. GATELA ' • * • ` s ��Ye'• REVISED OR TRANSMITTED TO ANY THIRD PARTY. . . ....................... THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT, THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE DESIGN COORDINATOR: ®EDWARD FAGGET'!° ARE PERMITTED TO THEIRPERFORMANCE CONTRACT AS SPECIFIED IN THE CONTRACT DOCUMENTS. — DATE —••`—••'•"•......"""""""."" 37209 C6 THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT REVISION DATE: 10/19/13 �, ON THE DATE INDICATED HEREIN. A /� O•• � ~� OF THE ENGINEER. ALT ERAIMmWASEALEDDOCUMENT � � PLOT DATE: 10/19/13 I:�••• OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS WITHOUT PROPER NOTIFICATION TO THE SCALE :NONE AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWING BY: RESPONSIBLE ENGINEER IS AN OFFENSE (h�S��NAI. �/� OF: - _ UNDER THE TEXAS ENGINEERING ACT. ®1 TRAFFIC CONTROL PLAN SCALE: 1" = 50'-0" GRAPHIC SCALE 0 50 25 100 SANITARY SEWER MANHOLE STORM SEWER MANHOLE CLEAN OUT FIRE HYDRANT POWER POLE TELEPHONE BOX WATER METER GATE VALVE LIGHT POLE IRRIGATION SPRINKLER HEAD LOCATION VAN ACCESSIBLE HANDICAP PARKING SIGN LOCATION RIGHT OF WAY SET IRON ROD EXPANSION JOINT SAW JOINT CONSTRUCTION JOINT EXIST. LIGHTPOLE DRAINAGE & UTILITY DE/UE EASEMENT ----' DRAINAGE FLOW ARROW TRAFFIC FLOW ARROW FOUND IRON ROD GAS METER EXIST. WATER VALVE SS °O MH Q CO 0 FH PP 0/ TB WM GV Z 0-0 0 R.O.W. S.I.R. E.J. S.J. C.J. ED F GM ❑ 0 L 0 BALL MEMORIAL f T� 02 �O C� �I �li ih�i�•mmyt ,;.nr' � ei� 4��`�I�I ' ��i= SITE X02 •Ap .li P� VICINITY MAP SCALE: NONE GENERAL CONSTRUCTION NOTES IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, AND COORDINATE WITH THE CITYICOUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER. OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. OWNERSHIP AND USE OF DRAWINGS TRAFFIC CONTROL NOTES: 1. THE CONTRACTOR SHALL PLACE ALL SIGNS AND OTHER TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE BARRICADE AND CONSTRUCTION STANDARDS BC(1)-9 THROUGH BC(9)-92 OF THE TEXAS DEPT. OF TRANSPORTATION. 2. LOCATIONS OF SIGNS AND'I RAFFIC CONTROL DEVICES AS SHOWN ARE APPROXIMATE AND MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER TO FIT THE CONDITIONS OF THE WORK. i 3. THE ENGINEER MAY DIRECT THE CONTRACTOR TO PLACE ADDITIONAL SIGNS AND TRAFFIC CONTROL DEVICES AS NECESSARY TO FIT THE CONDITIONS OF THE WORK, NO ADDITIONAL PAYMENT SHALL BE MADE FOR THESE CHANGES. 4. THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL SIGNS AND WARNING DEVICES THROUGHOUT CONSTRUCTION AND SHALL REPLACE ANY THAT BECOME DAMAGED OR UNSERVICEABLE AT NO ADDITIONAL COST. �L THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER i JR EISENHOUR CONSULTING LLC, ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS 0111 THESE DRAWINGS. UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, REVISED OR TRANSMITTED TO ANY THIRD PARTY. THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT AS SPECIFIED IN THE CONTRACT DOCUMENTS. THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUTTHE SPECIFIC WRITTEN CONSENT OF THE ENGINEER. OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. igside Court TX. 75150 PROJECT NAME: _ _a�. ?: .. —: J Cell No: 972.415.1730 TeleFax: 214.501.2697 TRAFFIC CONTROL PLAN PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER : ENGINEER PROJECT STATUS: FOR PERMITTING PROJECT MANAGER: FREDERICK L. GATEL DESIGN COORDINATOR: REVISION DATE: 10/19/1 PLOT DATE: 10/19/1 DRAWING BY: AMR HOTELS LLC 420 LACEBARK DRIVE IRVING, TEXAS 75063 Cell #: 214.395.9398 E.M. FAGGET ENGINEERING P.O. BOX 17605 FORT WCI&H, TEXAS 76102 ENGINEER'S SIGNED SE / ALED: DATE ON THE DATE INDICATED HEREIN. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING ACT. SHEET: !tor ............. / `. EDWARD FA ETT C .�� ..........' 7 3729 OF: =- EXISTING CONTOURS —L50v� PROPOSED CONTOURS —••—_•—_—••—••— PROPOSED SANITARY SEWER PIPE — —, —•,• — — EXISTING SANITARY SEWER PIPE PROPOSED WATER LINE --=r---- EXISTING WATER LINE ®• ®• ®• — — PROPOSED POWER LINE - EXISTING POWER LINE ®• ®• ® �, ®, ® PROPOSED TELEPHONE LINE — _— '— —• —_ — EXISTING TELEPHONE LINE ® ^®=®^®w® PROPOSED GAS LINE — -- —•- — -'— EXISTING GAS LINE —•^—•^— ^� ^� ^— PROPOSED STORM SEWER PIPE —•- —••—r--^— EXISTING STORM SEWER PIPE ---- ^^ ^— ^--- PROPOSED GUY WIRE —• •—• ^—• — -- EXISTING GUY WIRE —^a----^--^�— OVERHEAD ELECTRICAL LINE —,-.—_— —_—_— EXISTING FIBER OFTICS CABLE 0 L 0 BALL MEMORIAL f T� 02 �O C� �I �li ih�i�•mmyt ,;.nr' � ei� 4��`�I�I ' ��i= SITE X02 •Ap .li P� VICINITY MAP SCALE: NONE GENERAL CONSTRUCTION NOTES IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, AND COORDINATE WITH THE CITYICOUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER. OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. OWNERSHIP AND USE OF DRAWINGS TRAFFIC CONTROL NOTES: 1. THE CONTRACTOR SHALL PLACE ALL SIGNS AND OTHER TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE BARRICADE AND CONSTRUCTION STANDARDS BC(1)-9 THROUGH BC(9)-92 OF THE TEXAS DEPT. OF TRANSPORTATION. 2. LOCATIONS OF SIGNS AND'I RAFFIC CONTROL DEVICES AS SHOWN ARE APPROXIMATE AND MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER TO FIT THE CONDITIONS OF THE WORK. i 3. THE ENGINEER MAY DIRECT THE CONTRACTOR TO PLACE ADDITIONAL SIGNS AND TRAFFIC CONTROL DEVICES AS NECESSARY TO FIT THE CONDITIONS OF THE WORK, NO ADDITIONAL PAYMENT SHALL BE MADE FOR THESE CHANGES. 4. THE CONTRACTOR SHALL CLEAN AND MAINTAIN ALL SIGNS AND WARNING DEVICES THROUGHOUT CONSTRUCTION AND SHALL REPLACE ANY THAT BECOME DAMAGED OR UNSERVICEABLE AT NO ADDITIONAL COST. �L THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER i JR EISENHOUR CONSULTING LLC, ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS 0111 THESE DRAWINGS. UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, REVISED OR TRANSMITTED TO ANY THIRD PARTY. THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT AS SPECIFIED IN THE CONTRACT DOCUMENTS. THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUTTHE SPECIFIC WRITTEN CONSENT OF THE ENGINEER. OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. igside Court TX. 75150 PROJECT NAME: _ _a�. ?: .. —: J Cell No: 972.415.1730 TeleFax: 214.501.2697 TRAFFIC CONTROL PLAN PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES OWNER/DEVELOPER : ENGINEER PROJECT STATUS: FOR PERMITTING PROJECT MANAGER: FREDERICK L. GATEL DESIGN COORDINATOR: REVISION DATE: 10/19/1 PLOT DATE: 10/19/1 DRAWING BY: AMR HOTELS LLC 420 LACEBARK DRIVE IRVING, TEXAS 75063 Cell #: 214.395.9398 E.M. FAGGET ENGINEERING P.O. BOX 17605 FORT WCI&H, TEXAS 76102 ENGINEER'S SIGNED SE / ALED: DATE ON THE DATE INDICATED HEREIN. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING ACT. SHEET: !tor ............. / `. EDWARD FA ETT C .�� ..........' 7 3729 OF: =- ,f /f`f f3 t/ R0 Cj O� C� ,,, �ti+0 ,X e EX. GAS ' PIPELINE 4/1 ^"ED { SIGN N0 .��� , EX. WP 10F / 3 11.71'a /w N/F �s R. B. TOLSON REMAINDER OF 25 ACRE TRACT 3115/35 IRRIGATION PLAN SCALE: 1" = 30'-0" GRAPHIC SCALE 30 1 19 15 60 A / ; \° / �5 H , / 5H �0 5H' '. x 5 { i.. 5H f' 5H`. Aie X. 5H" ye JfH/w� 5 • sr , �P �� LOT 6R-2 2.838 acres` 6� / �\, 103,807 sq ft 5H' S�� MIN. F.F. - 288.85 BLOCK ONE SANITARY SEWER MANHOLE SS i — 500 — SANITARY SEWER MANHOLE SS Q — 500 — EXISTING CONTOURS STORM SEWER MANHOLE MH OO REMOTE CONTROL VALVE PROPOSED CONTOURS CLEAN OUT CO PRESSURE VACUUM BREAKER ASSEMBLY FEBCO - 2" n POINT OF CONNECTION (POC) PROPOSED FIRE HYDRANT FH t -'' SANITARY SEWER PIPE POWER POLE PP 0/ —Ess —ess EXISTING TELEPHONE BOX TB F T SANITARY SEWER PIPE ' THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER / JR EISENHOUR CONSULTING LLC, - PROPOSED WATER METER WM PROJECT MANAGER: WATER LINE GATE VALVE GV ' �: .� * :; •�' ;tP 1` EXISTING TORO -473-01 -(2) /WITH FREDERICK L. GATELAt LINE LIGHT POLE (2) 465-01 AND s ss.Bs --, CONTROLLER SEQUENCE PROPOSED ,,,,I,,,,,,,,,,,,,,,,,,,,,,,, (2) 477-00 - POWER LINE IRRIGATION SPRINKLER DESIGN COORDINATOR: O EDWARD FAGGBTT / EXISTING HEAD LOCATION AS SPECIFIED IN THE CONTRACT DOCUMENTS. - POWER LINE VAN ACCESSIBLE LATERAL LINE PIPE ' PROPOSED HANDICAP PARKING REVISION DATE: 10/19/ (J� r•.. ON THE DATE INDICATED HEREIN. e �% ALTERATION OF A SEALED DOCUMENT �, Obi^^• �� TELEPHONE LINE CLASS 315 (1/2") — —ET -ET- EXISTING SIGN LOCATION - OF . - — — _ - TELEPHONE LINE RIGHT OF WAY R.O.W. ®°P ®s° ®°^s® PROPOSED (4"SLEEVE FOR ALL MAINLINE PIPING, 2" SLEEVE GAS LINE SET IRON ROD TWO TIMES S.I.R. LINE SIZE MINIMUM.) — • ---- '— EXISTING EXPANSION JOINT E.J. SYMBOL GAS LINE SAWJOINT S.J. �srs� PROPOSED GPM PSI 15F STORM SEWER PIPE CONSTRUCTION JOINT 15 C.J. —E —E s— EXISTING EXIST. LIGHTPOLE ® 180 STORM SEWER PIPE 15Q TORO 570 MPR =w® ••®.,r® PROPOSED GUY WIRE DRAINAGE & UTILITY DE/UE 12F TORO 570 MPR 12 EASEMENT — — — — — — _ _ _ —e_, —__ EXISTING GUY WIRE DRAINAGE FLOWARROW 270 —�- 12H TORO 570 MPR TRAFFIC FLOW ARROW 12 180 1.09 30 OVERHEAD ELECTRICAL TORO 570 MPR 12 120 LINE FOUND IRON ROD TORO 570 MPR F.I.R. 10 360 GAS METER 10H GM ❑ —F — —° — EXISTING FIBER 180 0.71 30 8H TORO 570 MPR OFTICS CABLE EXIST. WATER VALVE 180 0.50 30 8Q TORO 570 MPR rld-t oil 5,� , . JL1,41 014iii1minh SYMBOL I GENERAL CONSTRUCTION NOTES DESCRIPTION E. M. FAG G ET ENGINEERING I MANUFACTURER AND MODEL NUMBER ® REMOTE CONTROL VALVE �L TORO -252-27-06 GLOBE PRESSURE VACUUM BREAKER ASSEMBLY FEBCO - 2" n POINT OF CONNECTION (POC) FORT WVY H, TEXAS 76102 2" IRR. WATER METER Q CONTROLLER L' IRRITROL RD6PLUS-EXT 0 All OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: F T RAIN SENSOR ' THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER / JR EISENHOUR CONSULTING LLC, MINI CLICK RAIN SENSOR A FREEZE SENSOR SHEET: PROJECT MANAGER: MINI CLICK FREEZE SENSOR ® QUICK COUPLER ' �: .� * :; •�' ;tP 1` TORO -473-01 -(2) /WITH FREDERICK L. GATELAt ` (2) 465-01 AND s ss.Bs --, CONTROLLER SEQUENCE ,,,,I,,,,,,,,,,,,,,,,,,,,,,,, (2) 477-00 - GPM DESIGN COORDINATOR: EDWARD FAGGBTT / 7.12 PIPE SIZE AS SPECIFIED IN THE CONTRACT DOCUMENTS. - i, �����•������������������•���•�I. DATE ki 372, ,�� LATERAL LINE PIPE ' THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT CLASS 200 REVISION DATE: 10/19/ LATERAL LINE TYPE r•.. ON THE DATE INDICATED HEREIN. e �% ALTERATION OF A SEALED DOCUMENT �, Obi^^• �� CLASS 315 (1/2") MAIN LINE PIPE vp ;. v WITHOUT PROPER NOTIFICATION TO THE ,, Css•. �N,, G+ RESPONSIBLE ENGINEER IS AN OFFENSE ,�� tONAt. � "' - OF . - COPPER PIPE (TYPE K) _ - PVC PIPE SLEEVE SCHEDULE 40 (4"SLEEVE FOR ALL MAINLINE PIPING, 2" SLEEVE FOR WIRE ALL OTHER SLEEVES TO BE TWO TIMES LINE SIZE MINIMUM.) NOZZLE SCHEDULE SYMBOL DESCRIPTION RADIUS ARC GPM PSI 15F TORO 570 MPR 15 360 3.60 30 15H TORO 570 MPR 15 180 1.65 30 15Q TORO 570 MPR 15 90 0.85 30 12F TORO 570 MPR 12 360 2.19 30 12TT TORO 570 MPR 12 270 1.45 30 12H TORO 570 MPR 12 180 1.09 30 12T TORO 570 MPR 12 120 0.72 30 10F TORO 570 MPR 10 360 1.49 30 10H TORO 570 MPR 10 180 0.71 30 8H TORO 570 MPR 8 180 0.50 30 8Q TORO 570 MPR 8 90 0.24 30 5H TORO 570 MPR 5 180 0.19 30 5Q TORO 570 MPR 5 90 0.09 30 4E TORO 570 MPR 4 -EST 4x15 0.45 30 4SS TORO 570 MPR 4 -SST 4'x18' 0.55 30 2S TORO 570 MPR 2 -SST 2'x6' 0.09 30 GPM " 6-6 -110 G M 3/4" 10-15 GPM 1" 15-25 GPM 1 1/4" 25-35 GPM 1 1/2" VICINITY MAP SCALE: NONE x !§ �— E$ y is e A ---1. r y zgside Court Cell No: 972.415.1730 TX. 75150 TeleFa : 214.501.2697 PROJECT NAME: I" IRRIGATION PLAN PROPOSED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 CITY OF COLLEGE STATION, TEXAS 1.727 ACRES I OWNER/DEVELOPER AMR HOTELS LLC 420 LACEBARK DRIVE IRVING, TEXAS 75063 Cell #: 214.395.9398 GENERAL CONSTRUCTION NOTES E. M. FAG G ET ENGINEERING IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, AND COORDINATE WITH THE CITr/COUNTY UTILITY DEPARTMENTS AND OTHER UTILTY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 CLOMMUONICATION CABSED S ES, ANDAND THE LIKE,UNDERGROUND UTILITIES TO PERFORMING ANY DIRT WORK, EXCAVATION, FORT WVY H, TEXAS 76102 EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. L' All OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: F T ' THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER / JR EISENHOUR CONSULTING LLC, FOR PERMITTING ENGINEER'S SIGNED/SEALED: '���• SHEET: PROJECT MANAGER: ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS Ohl THESE DRAWINGS. ., ' �: .� * :; •�' ;tP 1` UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, FREDERICK L. GATELAt ` REVISED OR TRANSMITTED TO ANY THIRD PARTY. ,,,,I,,,,,,,,,,,,,,,,,,,,,,,, - THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT DESIGN COORDINATOR: EDWARD FAGGBTT / ■ S( AS SPECIFIED IN THE CONTRACT DOCUMENTS. - i, �����•������������������•���•�I. DATE ki 372, ,�� \v_ Q ' THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT REVISION DATE: 10/19/ 3 r•.. ON THE DATE INDICATED HEREIN. e �% ALTERATION OF A SEALED DOCUMENT �, Obi^^• �� OF THE ENGINEER. OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS PLOT DATE: 10/19/13 vp ;. v WITHOUT PROPER NOTIFICATION TO THE ,, Css•. �N,, G+ RESPONSIBLE ENGINEER IS AN OFFENSE ,�� tONAt. � "' - OF . - DRAWING BY: AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. AND 2 UNDER THE TEXAS ENGINEERING ACT.\ � r Co���� rrr 94A, rrr N/F G0r,. �. R. B. TOLSON cw REMAINDER OF 25 ACRE TRACT 3115/35 01 ELECTRICAL SITE PLAN SCALE: 1" = 30'-0" GRAPHIC SCALE 0 30 r 15 60 � -4? LOT 6R-2 kr" .f 2.838 acres ! Q�p 103,807 sq ft / . J X ^�� MIN. F.F. - 288.85 BLOCK ONE ELECTRICAL LEGEND ❑TRANSFORMER PAD FOR 1000KVA, 120/208V,3PHASE,60HZ POLE MOUNTED SINGLE FIXTURE �u POLE MOUNTED DOUBLE FIXTURE OPROPERTY ELECTRIC METER 5'-0" MIN. CL POLE TO BACK OF CURB 30' S.S.S. POLE W/ 400 W METAL HALIDE HEADS W/ TYPE IV NEMA DISTRIBUTION 6" SQUARE STEEL POLE BRONZE FINISH. REFER TO SPECS. CIRCUIT NO. REFER TO ELEC PLAN -- V 4 ANCHOR BOLTS AND TEMPLATE IRVING, TEXAS 75063 5'-0" MIN. CL POLE TO BACK OF CURB 30' S.S.S. POLE W/ 400 W METAL HALIDE HEADS W/ TYPE IV NEMA DISTRIBUTION 6" SQUARE STEEL POLE BRONZE FINISH. REFER TO SPECS. CIRCUIT NO. REFER TO ELEC PLAN 02 TYPICAL SITE LIGHT POLE SCALE: NONE ELECTRICAL SITE NOTES 1. COORDINATE EXACT REQUIREMENT FOR, AND LOCATION OF, INTERNALLY LIT SIGN CONTACTOR. 2. DISCONNECTS SHALL BE INSTALLED FOR ALL SIGNAGE IN ACCORDANCE WITH ARTICLE 600-6 OF THE 2011 NEC. 3. FLOOD LIGHT SHALL BE AIMED TO PROVIDE CONSISTENT ILLUMINATION FOR BUILDING SIGNAGE. 4. ALL EXTERIOR SIGNAGE SHALL BE AS DIRECTED BY OWNER AND IN COMPLIANCE WITH ADA GUIDELINES AND LOCAL CODES. CONTRACTOR TO PROVIDE ELECTRICAL CONDUIT AND POWER. SIGNAGE IS O.F.0.1. 5. ALL CONDUIT FOR ELECTRICAL SERVICE SHALL BE INSTALLED PER UTILITY STANDARDS AND SHALL HAVE MINIMUM 42" COVER. CONTRACTOR SHALL BE RESPONSIBLE FOR FILING WITH UTILITY AND INSTALLING PER UTILITY INSTRUCTIONS. 6. CONTRACTOR SHALL INSTALL ALL TELEPHONE CONDUIT PER TELEPHONE COMPANY STANDARDS. CONTACT PHONE COMPANY BEFORE ANY WORK BEGINS AND COORDINATE WITH PHONE COMPANY. 7. CONTRACTOR SHALL INSTALL ALL CABLE CONDUIT PER CABLE COMPANY STANDARDS, COORDINATE AS REQUIRED. 8. CONNECT POST INDICATOR VALVE TO FIRE ALARM SYSTEM. VERIFY EXACT LOCATION BEFORE ROUGH -IN. 9• ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF POOL EQUIPMENT WITH POOL SUPPLIER._ 10. EXTERIOR BUILDING AND SITE LIGHTING SHALL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 11. SIGNAGE WILL BE PERMITTED SEPARATELY. f.`e-"Y�'jp, x 9•":,,., k q� f� rf k � `4 � FJ G'. '�r'� 3 , tWC VICINITY MAP SCALE: NONE V 4 ANCHOR BOLTS AND TEMPLATE IRVING, TEXAS 75063 FURNISHED BY LIGHT POLE MANUFAC Cell #: 214.395.9398 W/P GFCI SET POLE ON NON -SHRINK GROUT BA DUPLEX E.M. FAGGET ENGINEERING OUTLET 24" DIA. BASE W/45' CHAMFER OND GROUND P.O. BOX 17605 ROM CONDUIT p}- FORT WMH, TEXAS 76102 TO POLE FINISH GRADE OR TOP OF PAVING OWNERSHIP AND USE OF DRAWINGS SEE SITE PLAN FOR LOCATION T- PROJECT STATUS: FOR PERMITTING L +� � e (IF 3'-0" —_ i II,°i ° OR MORE 1—I*� I (- FROM CURB) L / i f �.............)a�•N~• CN _ 1 #6 COPPER GROUND I ';3 1 DESIGN COORDINATOR: REVISED OR TRANSM177ED TO ANY THIRD PARTY. THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT � !'AGGM a """'•"""""""" """""' fi A 37209 / 209 '� ^ S P SUPPLIER SPECIFIED IN THE CONTRACT DOCUMENTS. _ ' DATE '. — T AS THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER REVISION DATE: 10/16I/13 CONDUIT ON THE DATE INDICATED HEREIN. O�•. ��l+ �ri + e� I r 50 EIIIII4 �) I i L _ 3/4" x8'-0" OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. COPPERWELD DRAWING BY: i. WITHOUT PROPER NOTIFICATION RESPONTHELTE NG ENO IIS AN FACTSE GROUND ROD IF 3000 P.S.I. CONCRETE BASE W/644 BARS VERTICAL SPACE @ 60 DEGREES W/ #2 TIES I..� 12" O.C. 14" DIAM. 02 TYPICAL SITE LIGHT POLE SCALE: NONE ELECTRICAL SITE NOTES 1. COORDINATE EXACT REQUIREMENT FOR, AND LOCATION OF, INTERNALLY LIT SIGN CONTACTOR. 2. DISCONNECTS SHALL BE INSTALLED FOR ALL SIGNAGE IN ACCORDANCE WITH ARTICLE 600-6 OF THE 2011 NEC. 3. FLOOD LIGHT SHALL BE AIMED TO PROVIDE CONSISTENT ILLUMINATION FOR BUILDING SIGNAGE. 4. ALL EXTERIOR SIGNAGE SHALL BE AS DIRECTED BY OWNER AND IN COMPLIANCE WITH ADA GUIDELINES AND LOCAL CODES. CONTRACTOR TO PROVIDE ELECTRICAL CONDUIT AND POWER. SIGNAGE IS O.F.0.1. 5. ALL CONDUIT FOR ELECTRICAL SERVICE SHALL BE INSTALLED PER UTILITY STANDARDS AND SHALL HAVE MINIMUM 42" COVER. CONTRACTOR SHALL BE RESPONSIBLE FOR FILING WITH UTILITY AND INSTALLING PER UTILITY INSTRUCTIONS. 6. CONTRACTOR SHALL INSTALL ALL TELEPHONE CONDUIT PER TELEPHONE COMPANY STANDARDS. CONTACT PHONE COMPANY BEFORE ANY WORK BEGINS AND COORDINATE WITH PHONE COMPANY. 7. CONTRACTOR SHALL INSTALL ALL CABLE CONDUIT PER CABLE COMPANY STANDARDS, COORDINATE AS REQUIRED. 8. CONNECT POST INDICATOR VALVE TO FIRE ALARM SYSTEM. VERIFY EXACT LOCATION BEFORE ROUGH -IN. 9• ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF POOL EQUIPMENT WITH POOL SUPPLIER._ 10. EXTERIOR BUILDING AND SITE LIGHTING SHALL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 11. SIGNAGE WILL BE PERMITTED SEPARATELY. f.`e-"Y�'jp, x 9•":,,., k q� f� rf k � `4 � FJ G'. '�r'� 3 , tWC VICINITY MAP SCALE: NONE IRVING, TEXAS 75063 Cell #: 214.395.9398 ENGINEER COMP GENERAL CONSTRUCTION NOTES E.M. FAGGET ENGINEERING IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, p}- FORT WMH, TEXAS 76102 EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: FOR PERMITTING vv 0;� ENGINEER'S SIGNED/SEALED:�.•' •• .;7�,1 THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM. PREPARED BY THE ENGINEER I JR EISENHOUR CONSULTING LLC, ONLY THE .�( * ' SHEET: PROJECT P?P�VAGER: ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. L / i f �.............)a�•N~• UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, FREDERICK L. GATELA O � ED AM DESIGN COORDINATOR: REVISED OR TRANSM177ED TO ANY THIRD PARTY. THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT � !'AGGM a """'•"""""""" """""' fi A 37209 / 209 '� ^ S P SUPPLIER SPECIFIED IN THE CONTRACT DOCUMENTS. _ ' DATE '. AS THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER REVISION DATE: 10/16I/13 ON THE DATE INDICATED HEREIN. O�•. ��l+ �ri + e� TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT I , �, �S PROJECTS OR ON ADDITIONS OF THE ENGINEER. PLOT DATE: 1 OI16/13 ALTERATION OFASEALED DOCUMENT d Sf .•...• TO THE ��� ONAL OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWING BY: i. WITHOUT PROPER NOTIFICATION RESPONTHELTE NG ENO IIS AN FACTSE ITY MASNE SCALE , NO' Hi ALE GRAPHIC o �o - - �_} p . r P GOhI.. AI4Y. r.N�INEE . 60 15 CONSTRUCTION NOTES E.M.OPOSED 4 -STORY LA QUINTA INN &SUITES GENERAL CONS RU /� -�°� ENGINEERING `�^. g�, � p n � �°o: tVi NO. OF ROOMS = 88 ROOMS NO: OF PARKING REQUIRED = 92 SPACES LA QUINTA INN & SUITES MEETING ROOM TOTAL BUILDING AREA 49 728.00 S.F. 722.00 S.F. 49 728.00 S.F. PARKING REQUIRED 1 SPACE/ ROOM = 88 SPACES 1/200 S.F = 4 SPACES 92 SPACES PARKING FURNISHED 93 SPACES H.C. PARKING REQUIRED 4 HC (1 VAN) H.C. PARKING FURNISHED 4 HC (2 VANS) IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION,AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY _ - - - P.O. BOX 17605 - COMPANIES REGARDING T11E LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF - - - - ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, - - FORT WOTH, TEXAS 76102 COMMUNICATION CABLES, AND THE LIKE. PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION. , - EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT.. - Cell: $17.•.371 .4746 Fax: 817.478.7806 - OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: •�me... FOR PERMITTING ENGINEER'S SIGNED/SEALED: () i n THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER r JR FISEHHOUR CONSULTING LLQ •.,,,,, ,ei�. SHEET. ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED H_RFIN. ONLY THE �r •,�,q �� . ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OP. RETAIN ANY OTHER RESERVED RIGH fS OtJ THESE DRA'.MNGS. PROJECT PlAIZ9GER: tg +' '.,••� �p . - - - - - - - - UNLESS OTHERrMSE AGREED TOOR PERMITTED IN WRMNG BY THE ENGINEER, THESE DRAWINS SHALL NOT HF COPIED, FREDERICK L GATELA - * •' •. • 4 .- - - REVISED OR TRANSMITTED TO ANY THIRD PARTY. - - * :• !... .. 7 r rS � r ' "'1�R IJATOR CO A..TO fc1A1 RA.LCREOUIP .BENT Dc_Ivn G4 DI 7 ALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, S JB Nl R R, E - THESE DRAWINGS SH�y _ W r. - _ 10 SOF R WINGS RELATIVE TO TRIER FERrOR rJAFJCE CONTRACT - EDWARD I' ,/� �• - SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORT NO THE D A AIGGE 1 i DATE........... , s AS SPECIFIED IN THE CONTRACT DOCUMENTS, . c ri , V r EQUIPMENT SU;'r I eR r n A: ¢. USED 9Y THE CONTRACTOR SUBCONTRACTOR, MATERIA_ OR EOU,Pty 6 ., tiER .,.. OTH REVISION DATE; THESE DRAWIJJG. SHALL NOT BE U 08J -6J13 ON THE DATE INDICATED HEREIN. 3 r%i� . - - r TOUT IDE THE ORIGINAL SCOPE OF WORKS WITHOUT THc SPECT. I„ WRITTEN CONSENT � . p - - PROJECTS OR ON ADDITIONS 70 THIS PROJECT s H - ALTERATION OFA SEALED DOCUMENT O �'• AJO .. OF THE ENGINEER. PLOT DATE �O8fO6I13 .. - t _ _,. 1 ONTO THE TROUT OPER N07IF CATI / r r a n WI PR .: -. THESE h MEAN COMPLIANCE TO P.cGJ,. .T., rcr REQUIREMENTS C � O CSE PLAIDS TO REGULATORY AGENCIES SHALL ONLY MEA P 66 p .. OF. Uti0 . . - - OFFICIAL SUBMISSION OF _ ,, .7 r• _ � � Nv Ri. RESPONSIBLE A .... .oi" AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYR, eHTS OR OTtIER RES..R JEi F IGT lie. DRASaL R .. i Vr '� �e+ UNDER THE TEXAS ENGINEERING ACT.�� l U� .... . .... .. -.. ; . - . INSTALL: . S I IL „ „ . 1 12 x 2 TAPPING TEE & VALVE _ , . G 1-2 WATER METER IRR. ENERAL NOTES. } 1 2 DOUBLE CHECK VALVE AS I . 1. ALL CONSTR CONSTRUCTION 0 SHALL CONFORM TO THE B ; � REQUIREMENTS OF ACKFLOW PREVENTION ASSEMBL l� IRR. _ N, THE STANDARD DARD SPE CIFI AT! C ONS OF THE .. CITY OF COLLEGE STATION, (�' / \ ♦ ON tEX 1 � _ I /\ AS. ,.l..I../�l,.J,./V./ r _ \ \ 2. CONTRACTOR SHALL PROVIDE AS BUILT"PLANS TO THE ENGINES _ r � R r F _ \ \ SO THAT fiHE REPRODUCIBLES OF THE `.� - : ENGINEERING PL �,..�:.. �. , , ,, . ; .....:.....:: \ \ ANS MAY . F \ _ „ \ ., � �, _ _ _ BE CORRECTED TO (� / en - REFLECT AS BUILT CONDITIONS. INSTALL: \ �, r- p (�.. �. r� r \ to \ � m o F PROP: . _ � 3 \ m THE CONTRALTO (1 12 x 2 TAPPING TEE &VALVE \ -f' R SHALL BE REQUIRED T „ ��, \ £, CO CX)GRADE Q O PROVIDE AND MAINTAIN 1 2 WATER METER DOM. J \ £, \ N ALL NECESSARY (DOM.) A N N N N N N WARNING AND SAFETY DEVICES FLASHING . : ELEV. ( LIGHTS, 1 2 DOUBLE CHECK V �. C C VALVE F B Com., \ \ BARRICADES, \ .. O _ . ,SIGNS, ETC. TO PROTECT THE PUBLIC SAFETY N _ n �, ) Y A D BACKFLOW PREVENTIONASE BLY D S S M OM. / / � �\ � ) \ HEALTH UNTIL THE W . % Q-= � WORK HAS BEEN COMPLETED AND ACCEPTED „ o / �, £� tS C PTSD 2- 2 X 9b ELBOW r \ \ \ e.. . r r \ � � lr BY'THE CITY.. 4• P \ b REFER 70 CIT OF LLE TI 4' Y COLLEGE STATION ( r E `� ` \ F STD. DETAIL W5-00) ) o \ L� ) I 4. THE L \ . OCATiONS OF EXISTING UTILITIES SHOWN ON THE o J� 'y� SE PLANS - , . - . e _ : \ ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF \ �` R.THE CONTRACTOR % £, \ \ . s O I •vim r 11 .. _ \ \ TOL ry '\ � \ OCATERND-VERIFY IN THE FIELD ANY UTILITIES THAT r h r H T MAY . \ . \ INSTALL. ♦ L ♦ -E- �` s ICT WITH HIS CONSTRUCTION. AT LEAST 48 �°0 ., � HOURS PRIOR. . Qi \ \ �L TAPPING F , 1 12 x 6 A P NG TEE \ \ O BEGINNING CONSTRUCTION STRUCTION IN THE Vi _ \ C, \ _ VICINITY OF UNDERGROUND 1 VALVE 6 E / , _ \ . 9 \ \ UTILITIES NOTIFY THE F OLLOWING AND ANY OTHER THAT MAY. - LOT 4R A REFER TO B/CS UNIFIED GATE VALVE- Q- _ INSTALL DOUBLE G.O. �4 \ F - BE APPLICABLE.' , / / ,,\ Q- .,,' . & BOX STD. DETAIL W1-00 \ \ \ J 0.629 aeras R j `b - \ � \ �/��p, �J INSTALL. `- \ £ \ r . '� Q \ J 5 s 27 400 s ft \ \ CITY OF COLLEGE O \ q „ „ \ ; G STATION SEWER/WATER/TRAFFIC - Q' , �. _ rr . Q- ,. ,�. 4✓ 1 6 x 6 TEE \ F \ �s ,\ Q / O ti \ `� V �. g „ \ F N 4 \ 2 6 VALVE z _ , Q- � < �, \ � _ INSTALL 6 E r b / ` \ .f, , \ 2 \ S� \ \. _ 5. THE CONTRACTOR < VALVE A @ COR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL t�, 1 6 DOUBLE CHEGI S \ \ \ WITH CLEAN UT Sl r l . \ Q 290 O / EXISTING SING UTILl1 IES OR SERVICE '< \ BACKFLOW PREVENTION ASSEMBLY IRR. .. S CE LINES CROSSED OR EXP � \ � ) \ ., - � EXPOSED BY HIS WORK. \ WHERE E EXISTING UTILITIES OR SERVICE LINES ARE �. \ £,, p z CUT, BROKEN, OR o /\ i C� !�, \ _ : � p �, \ \ r DAMAGED THE CONTRACTOR SHALL REP tli / F / LACE OR REPAIR THE SAME WITH Q 4 r \ e \ \ ,,, , �. / G . -j- �+ Q' ry � \ \--------. '`i l THE SAME TYPE OF ORIGINAL MATERIAL, OR BETTER A7 HIS OWN EXPENSE. J Li / w \ 1G ? X I 5 1G ` Q O {. A - r ` S \ C INSTALL. n, w FAILURE TO SHOW UTILITY OR SERVICE LINES ON THE P �G G - 5. �w� I \ \ „ / PLANS DOES NOT ,t, �. O - < �- J .o O 1 6 x 6 TEE / \ \ / � Qi RELIEVE THE 1qz�4 f P J' CONTRACTOR OF THE RESPONSIBILITY TO PREVENT / / o / `�,, ENT DAMAGE ¢ \ \ 1 6 VALVE . i r ¢ ¢ / „ --- TO SAID LINES. o ., �.d \ 1-6 REVERS / / % `t� �__ _ - o ,. I. DOUBLE CHECK V \ ----- r O ,<i A O \ r rt G \ \ BACKFLOW PREVENTION ASSEMBLY / 6, STABILIZED CONSTRUCTION % k. �. / \ \ 0 RUCTICIN ENTRANCE SHALL BE MAINTAINED: SEDIMENT . - O \ FINiS GRADE C7 w FiRELINE / \ \ j \ O \ (� `� `,,,,.;,_,�:,,-,�;;`,�,,,-,,,-_j `` i TRACKED ONTO EXISTING STREETS SHALL BE REM g C9 % � - \ o / ,/ .� \ REMOVED IMMEDIATELY. f 'o , o _. 'ti I / ._ ,� �. \ / / . EXIST. i t ,. r '� \ / I I 7. LUUTILITY WORK IN.CITY R.O.W. TO BE I �_-___ A / % N ACCORDANCE WITH CITY 4i _ : / / GROUND , 4 �" .:�- _ _. v r / OF OLLEGE STATION SPECIFICATIONS, __ 0 \ ! \ TIONS . PR „ i \ F e e � PR OP. 2 SLN E t r o 8. C 7 e w \ 0 RACTOR IS RESPONSIBLE V , ���--�-- \ \ / i \ S ONSIBLE FOR OBTAINING ANY PERMITS, (11) r_ � K .o / � \ WATER - Mi S, PAYMENT j �. \ h / `� \ \ / e / / G OF NY FEES AND PROVIDING BOND N . �I�. w S / / �, \ „ I i S NECESSARY FOR WORK IN ANY 0 / \ � o , \ / \. �, _ a / 5 RO .2 DOM. �. � / P . PU LIC RI..O.W. A R ; - EX: GAS : �s \ o / / S S SQUIRED BY ANY GOVERNMENTAL AUTHORITY. tt '� p PIPELINE o J ti � \ 5 O . <. \ \3 I3 ALL PLUMBING 4i \ I G LINES ELECTRICAL CONDUlT5AND PVC SLEEVES ¢ SIGN EX. �N} , J - / / \ Y .` „ . / 1 1 i „ <fr P Q- Q �. \ \ / / ROP. 6 P EXIST. 6 PVC SS LINE T n i / s \ ..2 0 CSD o .: O E IMBEDED IN 12 OF SAND, BACKFILLED & COMPACTED WITH Q O `l, .h r / \ � - \ � INSTALL. _ � e� ♦ / r i E T FILL. 5 >` r , i,�p� '`� \ / S C L. ALL EMPTY CONDUITS 70 HAVE END CAPS. Q 0 0� �0 ,. \ / Q / x \ - � \ \ 1 5 r CONNECT PROP. 6 PVC SS _ �. \r +� ``' / CO DUiT FOR ELECTRICAL TO HAVE P ULL STRINGS. r LINE TO EXIST. SSMH & L I IRQ \ °� \ �' , o �/ sr O EXIST. FL TO FIELD VE r / / ., / w \ � / �• VERIFY 10. WATER LINE PIPING SHALL BE PV 9 4� �' '7` / ? \j � C G OO CLASS 200 DR 14. F / ` \ \ DURING CONSTRUCTION 280. r. C9 \ r �. \ / / 5 / i . H- N 4 v - / / 1: SANITARY Y E x +0 1 T R SEWER LINE 15 TO BE SDR 35 PVC GREEN IN COLOR. / O 0 / f. 9 _ ♦ 3 S 3�' 2: CON, TACT THE CITY ENGINEER FOR 1 SCHEDULING OF / / J p� 9 ,. r _ . . / / Q - 0.26 MGD PRECONSTRUCTION MEETING PRIOR TO STARTING CONST i r ♦ / cA RUCTION ON THE ry / \ ,. � . S / w \ o O r \ LOT 5R 1 1 _ _ . � PUBLIC WORKS PORTION OF THE PROJECT. / ♦ \ b i w N � Jn 4 / - / 717 acres S - 0.0 50 z / � G � 13. IN STREET CONSTRUCTION BARRICADE LAYOUT MUST r r ROP. � �/ � p I MEET TMUTCD : ry / � - . / 3125t) s ft WOR Z / q FDC FH / / / i _ K ONE REQUIREMENTS. / \ / c i f� / - V 2.03 f..s. > , E ORM MH r . / / i / P „ J � w 14. THE. MINIMUM BURY DEPTH SHALL BE LEAST 48 FROM, ,Q / \ r �., F / � .. C> % � / FINISHED GRADE T _ LU 0 THE TOP OF THE PIPE.. a / _:/ / t _ / 4 a. L 94.0 �l• ., i i / _ r � GJ ♦ O r ✓ \ r--- / 'e / I / ti 275 5 / . O .z 1 / t(i 2� r / / tr} 2> f J t o / r ` / i � O- ti r ,Q . 4 \4 �� J/ /` / f 4 G .o 0 \ , 5 {C 2 \ /- o tii o \ . C- / f, . r A , / °�` i - V 'A 6` �' r �. i r \. / 'b o _ � O r ` �s .. r / O \ Qe / E / X. STORM MH / 131 D / \ / y i 4- \ / / - / �Q / i / 09 / / . / �t' w ti $ 4a a : / QI 1. . / t14) J U) \ o o - tL / ', h / / �. a� O / 7 / >\ i _ . / INSTALL: - t t / / > _ ca / , o � / n / i 1 co / \ / Q` .� 6 X 90 ELBOW � � ♦ / / 1 TA � v to +" STANDARD FIRE HYDRANT N t� [> a w / r O r r- � � m r, •.. v REFER TO CITY OF C t to / � t COLLEGE STATION N N .-. t- t \ � N .- i w / � U) �i W _ COm m W O Q- / STD. FIRE Y a / / H DRANT AS EMBLY DETAIL \ yt S T !L W1 02 N : n 1 J )1 ! N N N N N i -U k i X LOT 7 / ww..i..�.i..i_.i....iiJ..iJ..r.:r..�..,n�J�:�i.�...w.._r.� F- II 1 I" W Ci �.: I v 1, I n n n u u \ D _ U U_ i i ry r // z z - _ _ _ � z z z z z WO ,O 0.780 aeras ;: _ o _ _ _ _ _ r \ r / _ I- \ ,4-----'� / / - _! _! tD tGfl (4 t0 c0 t0 p Z W U? 1. 1 33978.6 s ft { ) \ / � - q 01. r / - Lt w J J J Z \ / / r -t -� a x dry LL LL LL LL LL L U- (-):i w / � . /p \ P J � . ? / / 0+93.89 0+89.08 0+45.60 0+00 . _ �r \ So Q~ 1 T \ ? Q + STATION A,, ry 0 90.92 0+57.25 0+28.12 I � \ \ / / F / .Qi l /. / , / ti / .r. F \ ,Q / *, s / ix \ / / o i ry ♦ h, Vol . . / ---J . / a -y- /� 1. \ ,0 08 . A N i !`� ��' SEWER PROFILE. L . � �� ...•- r _ � F�OF E �/ /U2 HOR. SCALE: 1 \ C 30 0 / r r r. . / _ i, / / .: VER. S ALE. LOT 6R 1 c 1 3 0 i .6 . / D� 2 13 acres / 111. I - 3 820 s ft r q (14? / . / rM{N. F.F.FF2 8 _ / / 8 .85 / r ,/\\ / o ti� L Q BALL MEMORIAL ��Z O lL . -74 T� O 2�, 90 �Pff - ft - reoltM6_1 p L ' L I . � s._ n Consulting, LL ���! ., ii p p / + 1044-MorJungside Court CeII No: 972.415.1730. . PROJECT Mesquite, Tx. 25150 TeleFax:214,501.2697 SITE - PROJECT NAME: ���` LI UTILITY PLAN �� < PROP SED LA QUiNTA INN & SUITES 'yq Dy0 OF- GRAHAM ROAD/STATE HIGHWAY N0.6 �O 2�� Q� COLLEGE STATION, TEXAS LI 1. tiC� 1.727 ACRES I I II 0P��\ OWNER/DEVELOPER AMR HOTELS LLC 1 GRAPHIC SCALE II . . . 0 30L. II VICINITY T�" /IAP SCAL E . NONE I 11 J15 60 . EPIGZPIEER COHRANY.LI . . - GENERALCONSTRUCTIONT NO ES : - - - - . - . .- _ IT SHALL BE GENERAL R CTO S S NOTIFY, PROVIDEIIJFO - --�� H G hJE ALCONT A R' RESPONSIBILITY O INFORMATION, - E.M.AGGET ENGINES DING _ � - � - - - : - `' , AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER tItJLITY � - .. - - - - - I ... ., .: - - _ - _ - - -. - - ,: . .. COMPANIES REGARDING THE LOCATION DEPTHS, 2 - E , SI ES AND ANY RELEVANT INFORMATION OF _ ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING PAS, FIBER OPTIC, - _ . . P.O. BOX 17605 - - . ...:. .. .. _ _ COM UI M N CATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK EXCAVATION, J - F o DRILLING EMBANKMENTILL R HOLE DR LLIN RELATED TO ONSITE DR OFF SITE WORK FOR THIS PROJECT. . _ FORT W T O H TEXAS 76102 , . Cell: Fax. 817.478.7806 oWNF_RSMIP AND E OF DRA 1 US W NGS PROJECT STATUS. 1 7 e. . . _ _ _ . '. -.. - - : - - . _ THESE DRAWINGS WHET PRINTED ELECT h � HER PRIt 7E ELECTRONIC INFORM, JI PREPARED THE ENGINEER i LEER i JR EIaENHOUR CONSULTING LLC ARE INSTRUMENTS O THROUGH o TRiJMEN S F SERVICE 71 R WHICH THE CONTRACTOR SHALL EXECUTE FOR PERMITTING SIGNED SEALED: / .... , ENGINEER S III ".. '. .+' '• t . _ _ -. � - .. .: THE WORK DESCRIBED ED HEREIN. ONLY THE ENG ORSHIP NEER SHALL O C I CLAI WN LA M RUTH M COPYRIGH OR R T STAIN ANY OTHER RESERVED RIGHTS r R HT O J THESE DRAWINGS. PROJECT r"' T LIANAa.GR. ... . 9 . . R SHEET. - .11 _ _ ,. _ 1. I - - UNLESS ss r PERMITTED E OTHERWISE A d TTED IN t GREED TO OR WRITING B/ THE ENGINEER, THESE R E E OR WINGS SHALL HALL O -E O N T B COPIED, L. ... ♦ - L ... - '. .REVISED OR TRANSMITTED TO ANY THIRD PARTY. - -: - FREDERICK L GATELA . . ... , - - - -. .-..' ' -. .. -` .- .� � - . ... - . - � .-. ; . - - - THESE DRAWINGS A SOLELY VVIN SHALL BE USED Y FOR IS RTti PROJECT. . tl -. , T T ECONTRACTOR SUBCONTRACTOR, A TOR,MATEP.tALOREQUI('PfEtJT SUPPLIERA EP O EP O R ERMITTED TO USE R R ADDUCE P RTION(S) OF THE DRAWINGS DESI(.N COORDINATOR. A �. p Ap� .. - �•2 r. 4i -� - �'kl4lfl ��Q � ,... .. : - _ � - RELATIVE TO THIER PERFORMANCE TAW E CChITRACT V 131 1 .. .. _ .. .. �.UIP AS SPECIFIED INCONTRACTDOCUMENTS. .. _ J THE DO TS. THESE DRAWINGS S SED B CO HALL NOT BE U Y THE CONTRACTOR, SUBCONTRACTOR. RACTOR _ ........•................ .... DATE I : �gy�pn �'e 3 L I - - .: -•u2 - - - - MATERIAL OR EQUIPMENT JIENT SUPPLIER ON OTHERDATE:� PROJECTS OR OI•t ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE WORKS WITHOUT SPECIFIC WRITTEN CONSENT REVISION 06106/13 : - � ON l L,V7 O 7" THE DATE INDICATED HEREN - - If♦ • - c ( .� f - - . - . .. .... .. I � .:. _ OF THE ENGINEER. � PLOT D ATE 08/06/13 AL I ., 7ERATIONOF S afi A SEALED DOCUMENT � C ! �i Q :r . C - - --� � - - � - � - OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES H GENC E5 SHALL ONLY MEAN COMPLIANCE 70 REGULATORY REQUIREMENTS AND SHALL. NO BE CONSTRUED A PUBLICATION OR LOSS , T E S OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS, + 1vw! WITHOUT PROFER NOTIFICATION 0 •. >�M .` c N fCAT10NT THE S a t I � ' DRRi]ING BY. RESPONSIBLE ENR i d � LE G JEER SAN OFFENSE i SMA >s OF: y - . <}NDER THE TEXAS ENGINEERING ACT. d L, I . METER NUT SIZE FORD PART NO. 3/4" X 2.5' LONG rJ 34'X 3" LONG C38-23-3 3/4" X 12" LONG C38-23-12 METER NUT SIZE FORD PART NO. 3/4" X 2.5' LONG C38-23-2-5 34'X 3" LONG C38-23-3 3/4" X 12" LONG C38-23-12 1" X 2.625" LONG C38-44-2-625 1" X 8.5" LONG C38-44-8-5 1-1/2" METER NIPPLE C38-66-2-875 1-1/2" METER BUSHING BBIM-66 2" METER NIPPLE C38-77 2" METER BUSHING BBIM-77 I , =14-m-Nnaffarrou NJ _ �z ataxy g LLC 1044 Mc mm I ;. _ Cell N stile Court l o: 972.415.1730 : Mesquite, X. 75ISU TeleFax.214.501.2697 , PROJECT XAN C. UTILITY QETA ILS G PPROPOSEDPROPOSED�E® LA U I iVTA INN N & SUITES � GRAHAM ROAD/STATE HIGHWAY NO. 6 _ i , COLLEGE STATION, TEXAS 1.727 ACRES - OWNER/DEVELOPER . AMR HOTELS TELS LLQ a E1IGINEER COMPANY: I _ GENERAL CONSTRUCTION NOTES E.M.F�.GGET EhIC� IIVEEI�IC�IG R RESPONSIBILITY 70 NOTIFY, PROVIDE INFORMATION, - � IT SHALL BE THE GENERAL CONTRACTOR I . - .. AND COORDINATE WITH THE CIFYlCOUNTY UTILIY DEPARTMENTS AND OTHER UTILITY _ COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION F _ X 17605 , P.O.B - - A PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER O TI - _.. ALL '. - CABLES AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, ." COMMUNICATION 7610 FORT WOTH TEXAS 2 " - - - - - - - - - - - : - - - -EMBANKMENT A HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. -_ . EMB NK FILL L O R - - - Cell: 817,371.4748 Fax: 817.478.7806 PP.OLECT .STATUS., OWNERSHIP AND USE OF DRAWINGS h THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC INFORM, PREPARED BY THE ENGINEER l JR E..EAH UR CONSULTING LC, FOR PE MITTIN G ENGINEER IS SIGNED/SE L ED: SHEET. ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. PROJECT MAPAGER ENGINEERSHALL OVM CLAIM AUTHORSHIP CLAIM COPYRIGHT OR RETR1NA M WRITING BY THE ENGINEER THESE DRAVUIt1GS SHALL NOT 8E COPIED OR PERMITTED IN VdR 71N T ...... ss ti SS OTHERWISE AGREED TO UNLE O HER EL FREDERICK L. GAi A REVISED OR TRANSMITTED TO ANY THIRD PARTY. ,m 4 .. THESE DRAWINGS NGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, s sc r T aCTOR MATERIAL OR EQUIPMENT DESIGN COORDINATOR: S HE DRAWINGS RELATIVE T 7 E PERFORMANCE CONTRACT " O U OR REPRODUCE PORTION OF THE O HI R E USE O - _ ...................... ...... Jr. EDWAM yy Lp� T D f " SUPPLIER ARE PERMITTED T .c .. AS SPECIFIED IN THE CONTRACT DOCUMENTS. ri[� r +� . DATE .....:......... ..CTOR SUBCONTRACTOR. MATERIAL EQUIPMENT SUPPLIER Dtd OTHER "THESE DRAWINGS SHALL NOT BE.USED BY THE CONTRACTOR, L ORE Q REVISION DATE: 8 13 0 /06! N % • ON THE DATE INDICATED HEREIN. 7209 R✓r PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT PLOT DATE: : OF THE ENGINEER.08/06/13 , O . '. ALTERATION OF A SEALED DOCUMENT �,} •. WITOUT PROPERNOTIFICATION :t.S. sOF-ICIAL ..- .. .. .. .. .... J SUBMISSION OF THESE PLANS 70 REGULATORYAG 1 I S SHALL ONLY MEAN COMPLIANCE O REGULATORY REQUIREMENTS TS O55 ENGINEER'S COPYR GHTS O OTHER RESERVED RIGHTS. DRAWING BY. _ AND SHALL tJOT BE CONSTRUED AS PUBLICATION OR L OF ENGI EE S 1_ R R 1i,..Dl OF.8 RESPONSIBLE EtJGINEER )SAN OFFENSE ... � .". � S UNDER THE TEXAS ENGINEERINGACT. 4 NAL MODEL SIZ15 L1 _.:. W1 lig Dt�1�91ItC•�a'.a�J'ta93 8'0' S' -On.. � 1W-15"' J•i•� � tt.;. Dmc--C,s4 q�n. _ q�1 '60 a`i1.Ca1a. �a iw(ln�l.�. ,41,61* -,-: '12,001 DMC-CS6 'IL01M'-[0" MODEL SIZ15 L1 _.:. W1 lig Dt�1�91ItC•�a'.a�J'ta93 8'0' S' -On.. � 1W-15"' A4Lp �y�y�T '1+GoftO Dmc--C,s4 q�n. _ q�1 '60 a`i1.Ca1a. �a iw(ln�l.�. ,41,61* -,-: '12,001 DMC-CS6 'IL01M'-[0" 6' - 4"_9„ 12,000 is Ogg—w L,LC. I - _ 1044 -Monro side Cotut Cell No. 972.A L.1730 . ivlesyutte, T?C. 75150 Tele -ax: 214.5011697 PROJECT NA P ME UTILITY DETAILS _ PROPOSED LA C�UIi�TA INN SUITES I T GRAHAM ROADS ATE HIGHWAY NO.6 COLLEGE STATION, TEXAS - 1.727 ACRES E C S _ O E DEV LOPER GVN R/ E A MR HOTELS LLQ m _I ENGINEER COPIPANY. I GENERAL CONSTRUCTION CTION NOTES E.M. FA GGET ENGINEERING IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION... ANtr COORDINATE VIA7H THE CITY. ,COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY - � COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF c. - R - P.O. BOX 17605 U UTILITIES INCLUDING 5 FBER OP7IG - .... _ ALL PROPOSED ABOVE AND UNDERGROUNDTI IGA , COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, ATiON, _ - FORT WOTH , TEXAS 76102 ONSITE S THIS EMOANKMENT FILL OR HOLE DRILLING RELATED TO E OR OFF SITE WORK FOR 1'H ROJEC I. 817.371.4748F : 817.478,7806 .Cel.. ax PROJECT STATUS: D WINGS OWNERSHIP AND USE OF DRAWINGS - - - - THESE DRANAWGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER r JR EISENHOUR CONSULTING LLC, - FOR PERMITTING ENGSNEER'S SIGDIED SEAL• ':• . SHEET., HE - A INSTRUMENTS OF S RVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE - REE ti c - - .. .. '. PF.OJECT i JANAG.,R. ENGINEER SHALL OWAI CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. PERMITTED IN NG BY THE ENGINEER THESE ORAJJItJ 5 SHALL NOT BE COPIED " UNLESS OTHERWISE AGREED TO OR ERMITT D WRITING H G L N FREDERICK L. GAT_LA . ..... • •., - ,. e! , - THIRD PARTY. .. .. REVISED OR TRANSMITTED TO ANY R � - R� SOLELY O THIS PROJECT. CONTRACTOR SUBCONTRACTOR, MATERIAL OR EQUIPMENT OR. ." .. ". TFIESEDRALMtJGSSHALLEEUSED FOR R, i DESIGN COORDINAT OR REPRODUCE PORTIONS OF THE DRAWINGS RELATIVE TO SHIER PERFORMANCE CONTRACT SUPPLIER ARE PERMITTED TO USE {) ....................• .. EDW _ E®P►}�,� Fit > i}C ETT IN TR CT DOCUMENTS. . " AS SPECIFIED N 7HE CON A ... DATE a •.....,,.. ............. ��THESE : -BE USE BYTHE CONTRACTOR, ,SUBCONTRACTOR, MMATERIAL OR EQUIPMENT SUPPLIERFLIER ON OTHER DRAWINGS SHALL NOT REVISIOJ DAZE, D8/06l13 OR ON ADDITIONS TO THIS PROtECTOUTSIDE THE ORIGINALSCOPE OFWORKS VJI7HGUT THE SPECIFIC VkRI7TEN CONSENT - oINDICATED . . to 37209PROJECTS d OF THE ENGINEER. FI OT DATE. ". 08106193 t E PLANS 70 REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE 70 REGULATORY REQUIREMENTS OFFICIAL SUBMISSION OF THESE ALTERATION OF A SEALED DOCUMENT- v p 1 1C T10N TO T < WITHOUT PROPER NOT F A NE !TH _ .. _ .. .. S PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHT S OR OTHER RESERVED RIGHTS. DRA9JING $Y.. " AND SHALL NOT BE CONSTRUED •, .'s ees . . o OF. 1 O RESPONSIBLE ENGINEE IS AN OFFENSE 9 � •, ,. t _ R i � •.... N® UNDER L , _ �. PROP. T CURB CUT,-----' W/ UNGROUTED RIPRAP S / nr q / TP 288.00 _ w LOT 6R-1 TC 288. �� i _ — 13 2. acres r 6 13,820 s ft o } q �P 287.50 MIN. F.F. _ 288.85 / l , RUNOFF COMPUTATION (PRE -DEVELOPMENT & POST DEVELOPMENT) (BASE ON DRAINAGE REPORT GRAHAM CORNER PLAZA) AREA N0. . AREA(ac.) G tc (Hain) ho (in/hr) Q,o (cfs) Izs (in/hr) Q25 (CIS) hLo (in/hr) Q107 (cfs) COMMENTS 1 0.695 0.85 10 8.635 5.10 9.861 5.83 11.639 6.87 SHEET FLOWACROSS PAVING & LANDSCAPE TO OFFSITE TO EXISTING CREEK 2 0.952 0.85 10 8.635 6.99 9.861 7.98 11.639 9.42 SHEET FLOW ACROSS PAVING & LANDSCA'E TO OFFSITE TO EXISTING CREEK 3 0.048 0.85 10 8.635 0.35 9.861 0,40 11.639 0.47 SHEET FLOW ACROSS LANDSCAPE TO OFFSITE TO EXISTING CREEK 4 0.027 0.85 10 8.635 0,70 9.861. 0.23 11.639 0.26 SHEET FLOW ACROSS LANDSCAPE TO OFFSITE E.IJGINCER COMPAIt] . 15 60 { - GENERAL CONSTRUCTION NOTES - � cc nn� /�� i�43Et ENG1l�dC�f�1t'di,� C.M.' Fi`' GG+ Tg°' `etc ©INN - . . IT SHALL BE THE GENERAL COt17RACTOR'S RESPONSIBILITY TO NOTIFY. PROVIDE INFORMATION, - , � AND COORDINATE HATH THE CITY/COUNTY UTILITY DEPARTMENTS A14D OTHER UTILITY SIZESAND THE LOCATION, DEPTHS, ANY RELEVANT OF - - - - P.O. BOX 17605 COMPANIES REGARDING TI PROPOSED ABOVE AND UNDERGROUND UTILITIESINCLUDINGGAS, FIBER O C, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, FORT WOTH TEXAS 76102 G RELATED TO ONSITE OR OFF SITE WORK FOR THIS - EMBANKMENT FILL OR HOLE DRILLING I R S PROJECT. 817.371. 748 Fax: 8 .478.7806 _ Cell 17 4 , _ - _ OWNERSHIP AND USE OF DRAWINGS C PROTECT STATUS: _ _ _ - - - - - - � THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM PREPARED BY 711E ENGINEER c JR EISEMHOVR CONSULTING CLC FOR PERMITTING ENGINEER'S S SE IGIJED/ BLED: ,. •.... t - SHEET: ARE INSTRUMENTS O SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THEWORK DESCRIBED HEREIN. ONLY THE tGS. SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. PROJECT MANAGEEJGINEER R. ... r . d - _ - .. .. '.. - UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS HALL NOT BE COPIED ¢ : -, REVISED OR TRANSMITTED TO ANY I PARTY. FREDERICK L. GATEL A ► - .- • . - .- THE E DRAWINGS SHA L B USED SOLE YFOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR MATERIAL OR EQUIPMENT SUPPLIER ARE PERMITTED TO USE OR REPRODUCEPO TI J(S) OF THE RELATIVE TO TRIER PERFORMANCE CONTRACT DESIGN COORDINATOR. � E�W�UFAGG� f AS SPECIFIED IN THE CONTRACT DOCUMENTS. - - _ - - - THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER OC3 F tJ OTHER - � PROJECTS OR ON ADDITIONS 70 THIS PROJECT OUTSIDE THE ORIGItJAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTENCONSENT FZEJZSIO,J DATE. 08!06113 O _ , ONTHEDATEINOICA7EDHEREIN. �T2M% � � • '�JJ - . OFTHE E ENGINEER. PLC7 PATE. 08!06/13 ALTERATION OFASEALED DOCUMENT eaIANDSHALL OFFICIAL SUBMISSION OF THESE PLANS 7dREGULATORY AGENCIES SHALL ONLY MEAN COMPLJANCE TO REGULATORY REQUIREMENTS WITHDUTPROPER NOTIFICATION TDTHE O . AQi9,• ;�� m f� NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWING BY: t.,f LE E GINEER ISAN OFFENSE .... Qt.RESPCNB UNDER THE TEXAS ENGINEERING ACT. s j _CC) NCRETE PAVING NOTE — L BE AIR -ENTRAINED AS T E PAVING SHALL CONFORM T E LATEST BUILDING 7. CONCRETE EXPOSED O WEATHER SHALL 1. CONCRETE F To _ FOLLOWS: WS:GODE FOR REINFORCED CONCRETE OF THE AMERICAN CONCRETE o o' , 4 oTOs/a SIZE / 3/4 INCH NOMINAL AGGREGATES EL FIBERMEBM NOTES A.C.1.318 . IF FIBERMES RETE ALTERNATE REINFORCING STEEL & INSTITUTE ( ) h CONCRETE 5 _ 5 /o o INCH NOMINAL AGGREGATE SIZE 3. TO 6 / 1 C H LL ADHt r- D THE CONTRACTOR 5 A STRICTLY TO THE !S USE H H_RE 5 0 o Si _.. L 8E NEW DOMESTIC C cI 3 oT06/o _ � / ♦ 1 1 2 NOMINAL AGGREGATE SIZE / 1. ALL STEEL REINFORCING BARS SHALL ENDATiON N7. J INCH MANUFACTURER'S REGOMM AS TO TYPE AND AMOUNT. {NG TO ASTM A615 i ✓ DEFORMED BILLET STEEL CONFORM , .USE OF AIR ENTRAINMENT AND CORRESPONDING REDUCTION OF H _ -GRADE 60 3 p #4 GRADE 4 o #5 AND LARGER -GRADE AND ) FOLLOWING AREAS HAVE SAND AND G ) ( CONCRETE 1N THE .SHALL H MI DESIGN. ( 2. GO T RJCEMENT RATIO MUST BE NOTED ON THE X S WA E . THE WING STONE AGGREGATES TYPE I OR III PORTLAND CEMENT, A LL REINFORCEMENT SPECIFI CALLY NOTED ON T RA OR CRUSHED0 I EER FQR REVIEW. .. �CONTRACTOR SHALL SUBMIT MIX DESIGNS T ENG N TO Ed HALL BE DOMESTIC STEEL CONFORMING r ♦ MP - STRENGTH IN 28 DAYS. AS BEING WELD S AND THE DESIGNATED MINIMUM COMPRESSIVE STR � CRETE. NO FLY ASH 1S PERMITTED IN CONCRETE. i ♦ 615 GRADE 40 OR DOMESTIC STEEL CONFORMING ES SHALL CONFORM TO ASTM G33. ASTM A NORMAL WEIGHT AGGREGATES Cbt 0 EN PROPERTY LINE RAIFOR D - BETWEEN , RETE APPROACHES B S A706. `. - 000 PSI CONC. AT 28 DAYS 8. CONCTO TM CONCRETE PAVING 4, D I ACCORDANCE I ROAD AND OLD DENTON ROAD TO BE CONSTRUCTS N MEDIUM -DUTY PAVEMENT ACCESS dRIVE� THE CIRCULATION LANES WITH THE CITY OF COLLEGE STANDARDS 2. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIESSORIES � ACCORDANCE WITH ACI 31 �. i ♦ G AREAS. SHALL BE IN A _ L WITHIN THEPAP.KfN ,. PRO CH WITHIN THE CITY R.D.W, SHALL MATCH 5' PAVEMENT -THE PARKING AREAS 9. DRIVE APPROACH A LIGHT-DUTYNESS. L BE SPLICED A MINIMUM OF � THE STREET THICK 3. ALL REINFORCING BARS LAPS SHALL S _ O R DIAMETERS.* II 1fi SLOPE OF H.C..RAMt' DOWN AT OFFICE SHALL OF 36 BA D A : L : I i ♦ „ � D BY 3 7E F 1 .08 BRA SLOPE O /12 CONCRETE FOR SIDEWALKS SHALL BE VI NOT EXCEED A 3. HAND POURED CONCR ( ) C.E.W. UNLESS ''✓ ♦ ENFORCING BARS SHALL BE #-0• 18 O.C.E.W. _ y 4. ALL REINFORCING @ �- S & HAVE A MIN. CEMENT CONTENT OF FIVE 5 SACKS �. HAND VIBRATOR ( ) OTHERWISE NOTED. � PAVING SHALL HAVE A SUBGRADE COMPACTED 0TH 11: ALL CONCRETE A V LOT 4 R PER CUBIC YARD. o TO 95 /o OF ASTM D698 D C SHALL BE VIBRATED BY PROTECTION COVER OF REINFORCEMENT SHALL BE AS NOTED 4. .HAND POURED CONCRETE FOR ANY RIVE APPROA H i P 0.629 acres 5. R J- TNOTED. i \ CONDITIONS NOT �✓ � NT OF SIX &ONE HALF REMAIN OPEN/ACCESSIBLE AT ALL TIMES BELOW. SEE ACI 31 S FOR AND VIBRATORS &HAVE A MIN. CEMENT CONTE 12. FIRE LANES SHALL E Co 27 400 s ft 0 2 1/2 INCHES > q CONSTRUCTION. CONCRETE PLACED AGAINST SOIL '\ � � SACKS PER CUBIC YARD DURING CO ST lx (6 112) I E CITY PRIOR �- BY TH C D N ACCEPTED 0 G OR CONCRETE IN THE 13. FIRE LANES SHALL BE INSTALLED AND U COARSE AGGREGATE SIZES F Ni � ♦ MAXIMUM NOMINAL - Q 5. �- FOUNDATION. TION ABOVE THE FOUNDA Q TO ANY GONSTRUG a TES � LL BE. JOINT Na FALLOWING AREAS SHA v tti _ 5 CONCRETE PAVING 3/41NGHE 5 _ O E CONSTRUCTED PER EXPANSION JOINTS AT APPROACHES SHALL B 1. EX N / B s i B A5 FOLLOWS: SHALL EARDS. SLUMPSICN STAND ERA DES 6. CONCRETE OF IiY GENERAL aDETAIL C Z' 2- _ � ♦ 4i � 5 INCHES � TE � J V ti 0 PUMPED ED CON GRE . 5 IL. STANDARD F CITY DETAIL. � _ COMPLY WITH STA q : S C ETE 41NCHES 2. THE CONSTRUCTION JOINT SHALL C O HAND PLACED GON R : 1r J 1 `y c. P E INDICATED _. S SHALL B AS ki S CONSTRUCT JOINT i SAWED JOINTS AND CON k \ IAN AND PER DETAIL. i o 4 ONP v � Q a s CUT CONCRETE H � G Z'P ETE AS SOON AS CONCRETE HARDENED NED � o / SAW o a �o > KING P LLING AND STRESS CRAG 1 44. 1 SUFFICIENTLY TO PREVENT S A , � C9 _..� SUF C i 4 O ti ,Qi 4 BUT WITHIN 12 HOURS OF CONCRETE PLACEMENT. i : _ ♦ . __ � � P r P G THICKNESS (in) MATERIAL DESCRIPTION NOTE: 6.0 COMPACTED CHEMICALLY -STABILIZED SUBGRADE SOILS PAVEMENT THICKNESS SCHEDULE FOR CONVENTIONALLY REINFORCED AND JOINTED PCG . IN PARKING SPACE AREAS (LIGHT - DUTY PAVEMENT SECTION) 5.0 REINFORCED PORTLAND CEMENT CONCRETE SURFACE COURSE 1, COMPACTED CHEMICALLY -STABILIZED SUBGRADE SOILS TYPE "G" EXPANSION JOINTS IN CURB PROPOSED LA QUINTA IMV & SUITES -7� GRAHAM ROAD/STATE HIGHWAY NO. 6 & GUTTER SHALL BE SPACED AT A f COLLEGE STATION, TEXAS 6, fip MAX. DISTANCE OF 40' APART & AT I ORTLVER/DEVELOPER O ' P ALL RADIUS POINTS, P.T.'s AND P.C's. AMR HOTELS LLC ri I• l �I� TYPE "B" CONTRACTION JOINTS IN PROJECT GENERAL CONSTRUCTION NOTES GEi~p- .M.- FAGENGINEERING IT SHALL SE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, - SITE AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY - CURB & GUTTER SHALL BE SPACED - - COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF - ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, .. - FQR"I".WQ'I'H, TEXAS 76102 COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING A14Y DIRT WORK, EXCAVATION, - - - _ - EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. AT A MAX. DIST. OF 10' APART. - -. .. - Cell: 817.371 .4748 Fax: 817.478.7806 Ii ii PROJECT STATUS: 6" �a" 15" PERMITTING FOR PERM ENGINEER'S SIGNEDiSEALED:. q�n _ - r� 17T . SHEET: 1J4"R � - - PROJECT MANAGER: - ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. !� UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, FREDERICK L. GATELA t�t� k - - . REVISED DR TRANSMITTED TO ANY THIRD PARTY. � _. _ THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMEf•1T REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT : - �.• as - EDWA" L'J'>•V?ilAi ! i C4 1/4" 1 R -7 - SUPPLIER ARE PERMITTED TO USE OR AS SPECIFIED W THE CONTRACT DOCUMENTS. _d DATE ". v .•••.........y.+..:........................ E REVISION DATE: - 0810G/1 - .. - - THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EOUIPhIIENT SUPPLIER ON OTHER CONSENT- _ ON THE DATE INDICATED HEREIN. : 3 209 0� . -. - PROJECT'S OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WR17TE14 OF THE ENGINEER. - PLOT DATE: 08/06/13 ALTERATION OFASEALED DOCUMENT ���t WITHOUT PROPER NOTIPICATIOtiTO THE �"�''+. `/ �,.•• i�� �. - OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REOUIREMENTS /If°'IP�II�T''Y' 11/i1dP SCALE .NOME - AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. (t'6 A RESPONSIBLE ENGINEER IS OFFENSE � � � • j •�•„�.rera♦.`• ••'� � ee NtJ11FR THE TEXAS ENGINEERING ACT. ,�� `•'34Pi14 a.•�•� O�+'; �� DRAWING BY: qw M Co Co N I' y - = #4 BARS , = 3/4" X 18" SMOOTH EXPANSION DOWELS - TYPICAL COMBINED CURB ,& UTTER SECTION 4 DATE' - B/CS UNIFIED ( DETAIL NO:1B - CITY OF BRYANITY AUG. 2012 STANDARD DETAIL ST1-01 COF COLLEGE STATION THICKNESS (in) MATERIAL DESCRIPTION 6.0 REINFORCED PORTLAND CEMENT CONCRETE SURFACE COURSE 6.0 COMPACTED CHEMICALLY -STABILIZED SUBGRADE SOILS PAVEMENT THICKNESS SCHEDULE FOR CONVENTIONALLY REINFORCED AND JOINTED PCG . IN PARKING SPACE AREAS (LIGHT - DUTY PAVEMENT SECTION) 5.0 REINFORCED PORTLAND CEMENT CONCRETE SURFACE COURSE 6,0 COMPACTED CHEMICALLY -STABILIZED SUBGRADE SOILS y PROJECT NAME: - L O BALL MEMORIAL �. PAVING AND JOINTING PLAN 2c PROPOSED LA QUINTA IMV & SUITES -7� GRAHAM ROAD/STATE HIGHWAY NO. 6 f COLLEGE STATION, TEXAS 6, fip 1.727 ACRES _ I ORTLVER/DEVELOPER O ' P AMR HOTELS LLC ri I• l �I� ENGINEER COMPANY: PROJECT GENERAL CONSTRUCTION NOTES GEi~p- .M.- FAGENGINEERING IT SHALL SE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, - SITE AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY - - - - P.Q. BOX 17605 5 - - COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF - ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, .. - FQR"I".WQ'I'H, TEXAS 76102 COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING A14Y DIRT WORK, EXCAVATION, - - - _ - EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. - -. .. - Cell: 817.371 .4748 Fax: 817.478.7806 PROJECT STATUS: OWNERSHIP AND USE OF DRAWINGS PERMITTING FOR PERM ENGINEER'S SIGNEDiSEALED:. q�n _ - r� 17T . SHEET: THESE DRAVIANGS WHETHER PRINTED OP.. ELECTRONIC INFORM, PREPARED BY THE Ei4GINEER I JR EISENHOUR CONSUL ING LLC, �� - ARE INSTRL144ENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE . � - - PROJECT MANAGER: - ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. !� UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, FREDERICK L. GATELA t�t� k - - . REVISED DR TRANSMITTED TO ANY THIRD PARTY. � _. _ THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMEf•1T REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT : - �.• as - EDWA" L'J'>•V?ilAi ! i C4 i DESIGN COORDINATOR: - SUPPLIER ARE PERMITTED TO USE OR AS SPECIFIED W THE CONTRACT DOCUMENTS. _d DATE ". v .•••.........y.+..:........................ REVISION DATE: - 0810G/1 - .. - - THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EOUIPhIIENT SUPPLIER ON OTHER CONSENT- _ ON THE DATE INDICATED HEREIN. : 3 209 0� . -. - PROJECT'S OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WR17TE14 OF THE ENGINEER. - PLOT DATE: 08/06/13 ALTERATION OFASEALED DOCUMENT ���t WITHOUT PROPER NOTIPICATIOtiTO THE �"�''+. `/ �,.•• i�� �. - OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REOUIREMENTS /If°'IP�II�T''Y' 11/i1dP SCALE .NOME - AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEER'S COPYRIGHTS OR OTHER RESERVED RIGHTS. (t'6 A RESPONSIBLE ENGINEER IS OFFENSE � � � • j •�•„�.rera♦.`• ••'� � ee NtJ11FR THE TEXAS ENGINEERING ACT. ,�� `•'34Pi14 a.•�•� O�+'; �� DRAWING BY: ( : 1 )44 Mon side Court Cell No: 972.415.1730 ivle� wle„ T`{. 75150 TeteFaX. 214.501.2697 \ 4 Sig PROJECT NAME: L O BALL MEMORIAL LANDSCAPE PLAN! PROPOSED LA QtJINTA INN & 8UITES GRAHAM ROAD/STATE HIGHWAY NO. 6 6, COLLEGE STATION, TEXAS ,1`,p 1.727 ACRES O 2� OCTDJER/DEV ELOPER "9 ,AMR HOTELS LLC li (ill+ a ENGINEER COMPANY: PROJECT GENERAL CONSTRUCTION NOTES E SITE E.M. FAGGET` ENGINEERING IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, - ; AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY - - - COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES MID ANY RELEVANT INFORMATION OF - - P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, - - COMMUNICATION CABLES. AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, FORT WOTH, TEXAS 76102 EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. - - -!,� Cell: 817.371.4748 Fax: 817.418 7806 i 2c'�y C�2 OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: - Q THESE DRANANGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER I JR EISENHOUR CONSULTING LLC. FOR PERMITTING ENGINEER'S SIGNED/SEALED: •+.•• 6� ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE - - +••• • '•; ���i SHEET ! ENGINEER. SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. PROJECT MANAGER: � - , V - UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED. -�.: - - \� FREDERICK L, GATELA Q� ¢� _. REVISED OR TRANSMITTED TO ANY THIRD PARTY. �"•'• •• ..... ++.... +• • .•� � _ p� ... THESE DRAWINGR S SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR. SUBCONTRACTOR, MATERIAL OR EQUIPMENT DESIGN COORDINATOP.: •••• EDWARD �i�oam •••® - !,_ SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT - - ® +"' ••••••••�.++.......+.+, +�•••+� AS SPECIFIED Ito THE CONTRACT DOCUMENTS. - - DATE.'It ve�� qq� - THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMEt•IT SUPPLIER ON OTHER. 0® `" +: 3 �L - -k C5 - REGISION DATE: 08/06/13 ONTHEDATEINDICATEOHEREIN. •+�° PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT - a ,r•+� p -per RA q �+(+q NONE OF THE ENGINEER. PLOT DATE: 08/06/13 ALTERATION OFA SEALED DOCUMENT °+.♦J( Qi� 1 ! 1is0 1 v n/1 Ll �Jlit1LE 1VONG OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS WITHOUT PROPER NOTIFICATIONTOTHE `aQr�y�...�•;��(j NAME & POINT I SYMBOL SIZE TYPE QUANTITY VALUE POINT 2" TO 14.5" LIVE OAK TREE 11 35 385 CALIPER W/O (Quercus Virginians) BARRICADE Canopy Tree PA 2" TO 14.5" CEDAR ELM 11 35 385 CALIPER W/O (Ulmus Crassifolia) BARRICADE Canopy Tree ' 1.25" CALIPER TREE CREPE MYRTLE 30 40 1,200 AND LARGER (Lagerstroemia indica) Non -Canopy Tree 5 GALLON WAX LEAF LIGUSTRUM 216 10 2,160 (Ligustrum texanum) Shrub 5 GALLON YAUPON 152 10 1,570 (Ilex vomitoria "nand") Shrub SEASONAL PLANT 4" GRASS SEASONAL COLOR BED STREETSCAPE' (258.36'/60) X 300 PTS = 1,550 PTS (258.36/25) = 11 CANOPY TREES POINTS PER PROJECT AREA: 75,241.91 SQUARE FEET OF SITE AREA 75,241.91 / 1000 = 75.24 75.24 X 30 = 2,257.2 =2,257 POINTS TOTAL POiNTS_REQUIRED: 3,807 TOTAL POINTS PROPOSED: 5,700 LOT AREA: 75,241.91 S.F. OPEN SPACE REQUIRED L.S. (20% OF SITE) 15,048.38 S,E. PROVIDED L.S. (21% OF SITE) 15,455.35 S.F. ( : 1 )44 Mon side Court Cell No: 972.415.1730 ivle� wle„ T`{. 75150 TeteFaX. 214.501.2697 \ 4 Sig PROJECT NAME: L O BALL MEMORIAL LANDSCAPE PLAN! PROPOSED LA QtJINTA INN & 8UITES GRAHAM ROAD/STATE HIGHWAY NO. 6 6, COLLEGE STATION, TEXAS ,1`,p 1.727 ACRES O 2� OCTDJER/DEV ELOPER "9 ,AMR HOTELS LLC li (ill+ a ENGINEER COMPANY: PROJECT GENERAL CONSTRUCTION NOTES E SITE E.M. FAGGET` ENGINEERING IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, - ; AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY - - - COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES MID ANY RELEVANT INFORMATION OF - - P.O. BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, - - COMMUNICATION CABLES. AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, FORT WOTH, TEXAS 76102 EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. - - -!,� Cell: 817.371.4748 Fax: 817.418 7806 i 2c'�y C�2 OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: - Q THESE DRANANGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER I JR EISENHOUR CONSULTING LLC. FOR PERMITTING ENGINEER'S SIGNED/SEALED: •+.•• 6� ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE - - +••• • '•; ���i SHEET ! ENGINEER. SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. PROJECT MANAGER: � - , V - UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED. -�.: - - \� FREDERICK L, GATELA Q� ¢� _. REVISED OR TRANSMITTED TO ANY THIRD PARTY. �"•'• •• ..... ++.... +• • .•� � _ p� ... THESE DRAWINGR S SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR. SUBCONTRACTOR, MATERIAL OR EQUIPMENT DESIGN COORDINATOP.: •••• EDWARD �i�oam •••® - !,_ SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT - - ® +"' ••••••••�.++.......+.+, +�•••+� AS SPECIFIED Ito THE CONTRACT DOCUMENTS. - - DATE.'It ve�� qq� - THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMEt•IT SUPPLIER ON OTHER. 0® `" +: 3 �L - -k C5 - REGISION DATE: 08/06/13 ONTHEDATEINDICATEOHEREIN. •+�° PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT - a ,r•+� p -per RA q �+(+q NONE OF THE ENGINEER. PLOT DATE: 08/06/13 ALTERATION OFA SEALED DOCUMENT °+.♦J( Qi� 1 ! 1is0 1 v n/1 Ll �Jlit1LE 1VONG OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS WITHOUT PROPER NOTIFICATIONTOTHE `aQr�y�...�•;��(j r / 27 ft \ � 400 s q \ \ \/ / �-{� Q r �(i // r INSTALL TEMPORARY ' O / _ 4,' SILT FENCE �O (REFER TO SWPP1-03 STANDARD DETAIL B/CSUNlFIED)CO N Itvjrj \ r p / TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT / / / / ✓ / ti �� Sys ��-`— r . J h•A / \ 8 �.\ , , pr �- \ T -02 STANDARD DETAIL (REFERO SWPP T / r B/CSUNlFIED).. _ / GQ. ♦,. �r g \ � � � / ��� �Q' moo,• i / \\ \ \\, � . , , : �_ �i • � r i Tc2 $� P 88.2 r , / 0 o r �' , 8. , \ < r :. r INSTALL TEMPORARY SILT FENCE (REFER TO SWPPl-03 STANDARD DETAIL 8$0 s i,r B/CSUNlFIED) OT 5R-1 o/ 4 , ga r TP=28 ♦ /0.717 acres G r $8.1 31250 s ft T_E...-- '< O L, I // ♦ `d AL q FDC FH y\ TC -288.60 _ J O /,p E TORM MH �5 / ♦ Q- P ' l / ♦ O / r /l N r I , 288• r .'� • N f tl f. f Qj r , u EX. STORM MH \ t O A Q Q` y \ ! / / ,c• c Q \ o r r � / REMUV tU b I tit AG I TUN Ut- VVA 11=11 UK VVINU. I hit t-KIIVIAKT I-UGUS UI- I IIIb MANUAL IS THE CONTROL OF EROSION AND SEDIMENTATION CAUSED BY SURFACE WATER RUNOFF. CONSTRUCTION -SITE EROSION HAS BEEN SHOWN TO BE IN MOST CASES, THE MOST EXCESSIVE FORM OF EROSION KNOWN CAUSING SERIOUS AND COSTLY PROBLEMS, BOTH ON-SITE AND OFF-SITE. RUNOFF, WATER MOVING OVER THE SOIL SURFACE, IS CAUSED BY RAIN WATER FALLING AT A FASTER RATE THAN IT CAN BE ABSORBED BY THE SOIL. THE RUNOFF WATER DETACHES AND TRANSPORTS SOIL PARTICLES FROM ONE LOCATION TO ANOTHER. THE EROSIVENESS OF FLOWING WATER DEPENDS UPON ITS VELOCITY, TURBULENCE, PLUS THE AMOUNT AND TYPE OF ABRASIVE MATERIAL IT TRANSPORTS. THE HIGHER THE VELOCITY OF RUNOFF; THE HIGHER THE NUMBS OF SOIL PARTICLES THAT CAN BE TRANSPORTED. THE POTENT�AL FOR AN AREA TO ERODE IS RELATED TO FOUR FACTORS: SOIL TYPE, SURFAiCE COVER, TOPOGRAPHY AND CLIMATE. THE SOIL TYTE HAS A DIRECT IMPACT ON THE ERODIBILITY OF THE SOIL. KEY FACTORS T T AFFECT THE ERODIBILITY OF A TYPE SOIL ARE THE SOIL TEXTURE, TF E ORGANIC MATTER CONTENT, THE TYPE OF SOIL STRUCTURE, AND THE PERMEA ILITY OF THE SOIL. SURFACE CC VER PRIMARILY IN THE FORM OF VEGETATION, SHIELDS THE SOIL SURFACE FR DM THE IMPACT OF FALLING RAW, REDUCES RUNOFF VELOCITY AND SPREADS OL T THE FLOW OF WATER. TOPOGRAPH C FEATURES SUCH AS THE SIZE OF DRAINAGE BASINS AND THE STEEPNESS F SLOPES DIRECTLY AFFECT RUNOFF RATES AND VOLUMES. CLIMATE, PA ZTICULARLY THE FREQUENCY, INTENSITY, AND DURATION OF: RAINFALL ARE PRIMARY FACTORS THAT DETERMINE THE AMOUNT OF RUNOFF PRODUCED. (' 8.3 EROSION CONTROL I EFFECTIVE EROSION CONTROL ADDRESSES THE PREVENTION OF SOIL EROSION BY PROTECTING THE SOIL SURFACE FROM EROSIVE FORCES OF RAIN AND RUNOFF. PREVENTION OF EROSION IS ALWAYS BETTER j THAN REMEDIAL MEASURES AND SHOULD RECEIVE PRIORITY IN ANY EROSION AND SEDIMENTATION CONTROL PLAN. SOIL EROSION CANNOT BE COMPLETELY PREVENTED, AS SOME NATURAL EROSION OCCURS ON THE LANDSCAPE UNDER IDEAL CONDITIONS. THE IDEA IS TO PREVENT ACCELERATED EROSION TO THE EXTENT PRACTICABLE. THE FOLLOWING PRACTICES CAN BE USED TO PREVENT EROSION: * PLAN TH DEVELOPMENT TO FIT THE SITE TOPOGRAPHY (AVOID HIGHLY EROSIVE AREAS). * MINIMIZE HE DURATION AND SIZE OF AREA EXPOSED WITHOUT I GROUND OVER. * PROTECT GROUND AREAS FROM OFF-SITE RUNOFF. STABILIZ EXPOSED GROUND AREAS AS SOON AS POSSIBLE * REDUCE RUNOFF VELOCITIES WHENEVER POSSIBLE. `\ o r 4F` 4`P= 5 Af PROTECT STEEP SLOPES FROM EXCESSIVE RUNOFF. PROJECT PHASING, PARTICULARLY ON LARGE PROJECTS, CAN BE CRITICAL TO SUCCESSFUL EROSION CONTROL. THE MINIMIZING OF DISTURBED LAND AREA. 3,4 SEDIMENTATION PROCESS SEDIMENTATION IS THE DEPOSITION OF SOIL PARTICLES THAT HAVE BEEN TRANSPORTED BY RUNOFF. THE AMOUNT AND SIZE OF THE MATERIAL THAT BE TRANSPORTED INCREASES WITH THE VELOCITY OF THE RUNOFF. SEDIMENTATION OCCURS WHEN THE RUNOFF SLOWS DOWN ENOUGH AND FOR ALONG ENOUGH PERIOD OF TIME TO ALLOW THE SUSPENDED SOIL TO SETTLE FROM THE RUNOFF. GRAVEL AND SAND PARTICLES ARE USUALLY NOT TRANSPORTED VERY FAR BY RUNNING WATER AND ARE DEPOSITED WHEN THE WATER FIRST SLOWS DOWN. CONVERSELY, SOME VERY SMALL CLAY PARTIC11�.ES MAY NOT SETTLE OUT EVEN WHEN THE WATER STOPS MOVING. THIS IS BECAUSE THE PARTICLES ARE HELD IN SUSPENSION. 3.5 SEDIMEN IIATION CONTROL SEDIMENTAT oN CONTROL IS REMEDIAL MEASURE THAT INVOLVE TRAPPING SEDIMENT AS RUNOFF LEAVES THE LAND DURING STORM EVENTS. MOST SEDIMENTATION CONTROL IS ACHIEVED THROUGH THE USE OF STRUCTURAL CONTROLS, SOMETIMES REFERRED TO AS BEST MANAGEMENT PRACTICES (BMPs). EFFECTIVE SEDIMENTATION CONTROL REQUIRES THAT THE MAJORITY OF THE ERODED SOIL BE CAPTURED ON-SITE. CHAPTER 5 OF THIS MANUAL PROVIDES THE USER. WITH AN INVENTORY OF BMPs, THAT WHEN PROPERLY USED, INSTAL LED AND MAINTAINED WILL EFFECTIVELY CONTROL SEDIMENTATION FROM A CONSTRUCTION SITE. BMPs ARE GENERALLY APPLICABLE TO A SPECIFIC SITEV SITUATION AND THE EROSION CONTROL PLAN FOR A SITE SHOWS THE CORRECT BMP TO CONTROL OFF-SITE SEDIMENTATION. : 3U U ` \ 3 ; /meq :. 60 /1i Irl �.,Id 15 � t . it . . (=l4-Mottun side 4otui Cell No. 972A 15.1730 _ \ i) g M _ I TeleFae.. 214.501.2697 w utte R , TX 7150 - - - - - - - - - - VI C I N IT'Y �/IA� - pp C SCALE: SC/ 1L E .NONE I \ WITHOUT PROPERNOTIFICATIONTOTHE RESPONSIBLE ENGINEER I$ AN OFFENSE _ UNDcRTHETEXASENGItJEERINGACT. - '� ••:;L$(31►;••' ♦�' - II** S� •....s.• Gam„ OF: 9 l �� aN� �l S� PROJECT NAME: �J L 0 BALL MEMORIAL 2 EROSION CONTROL PLAN O PRO SED LA QUINTA INN & SUITES - - - - - - - - - - VI C I N IT'Y �/IA� - pp C SCALE: SC/ 1L E .NONE I N REGULATORY AGENCIES -�-�� OFFICIAL SUBMISSION OF THESE PCA 51'0 REG O A AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEERS COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWINv Bk . WITHOUT PROPERNOTIFICATIONTOTHE RESPONSIBLE ENGINEER I$ AN OFFENSE _ UNDcRTHETEXASENGItJEERINGACT. - '� ••:;L$(31►;••' ♦�' - II** S� •....s.• Gam„ OF: 9 l �� aN� �l S� PROJECT NAME: �J L 0 BALL MEMORIAL 2 EROSION CONTROL PLAN O PRO SED LA QUINTA INN & SUITES GRAHAM ROAD/STATE HIGHWAY NO. 6 COLLEGE STATION, TEXAS 61 1.727 ACRES l OW14ER/DEVELOPER O�� AMR HOTELS LLC f { ENGINEER C.011PANY: - PROJECT GENERAL CONSTRUCTION NOTES c E.M.FAGCET ENGINEERING ` - - - - IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, � -. .. _ SITE AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY - - COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF - - - - - P.O • BOX 17605 ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, - - - COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRTWORK, EXCAVATION, - : - --' FORT WOTH, TEXAS 76102 EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. Cell: 817.371.4748 Fax: 817.478.7806 20y �O OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS., - p - ZFOR THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER J JR EISENHOUR CONSULTING LLC, - - ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. ONLY THE PERMITTING EIJGINEER'S SIGNED/SEALED: �� - SHEET. ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS Of -4 THESE DRAWINGS. PROJECT MAPJAGER: * • .'�• �•9tP�' _. f UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY. THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, REVISED OR TRANSMITTED TO ANY THIRD PARTY. - FREDERICK L GATELA - p • -. _ '• - ems�++ THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT - OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT _ _ �.. ......................//.yy.��.aa ....•... . DESIGM C'OORDIIJATO.R t pll�r y7 g� F�►V VETT - - P CID�••�••••'�••'�`t - SUPPLIER ARE PERMITTED TO USE - - -- ,,,•, ,•,• ,,,,,,, _ DATE - •••+•�•rg� AS SPECIFIED IN THE CONTRACT DOCUMENTS. NOT USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER - �• 3 209 THESE DRAWINGS SHALL BE PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT '- nFTNFFN INFFR. - - REVISION DATE: 06/06/13 ON THE DATE INDICATED HEREIN. - - ' - . PT.()T TTATF.• nama/ta ALTERATION OFASEALEDDOCUMENT : .. - %a _.. i, ,_,,,n - - - - - - - - - - VI C I N IT'Y �/IA� - pp C SCALE: SC/ 1L E .NONE I N REGULATORY AGENCIES -�-�� OFFICIAL SUBMISSION OF THESE PCA 51'0 REG O A AND SHALL NOT BE CONSTRUED AS PUBLICATION OR LOSS OF ENGINEERS COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWINv Bk . WITHOUT PROPERNOTIFICATIONTOTHE RESPONSIBLE ENGINEER I$ AN OFFENSE _ UNDcRTHETEXASENGItJEERINGACT. - '� ••:;L$(31►;••' ♦�' - II** S� •....s.• Gam„ OF: 9 l �� aN� DATE OA4-Momutgside Court Cell No: 972.415.1730 hdesyulte, TX. 75150 TeleFax:214.501.2697 L O BALL MEMORIAL <2 PROJECT MAME: TRAFFIC CONTROL PLAN f PROPOSED LA QUINTA INN & SUITES .rn GRAHAM ROAD/STATE HIGHWAY NO. 6 �Oy COLLEGE STATION TEXAS 1.727 ACRES yC OFdNER/DEVELOPER AMR HOTELS LLC PROJECT ENGIAIEER COh1PANY: GENERAL CONSTRUCTION NOTES . IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION, SITEE.M. AND COORDINATE WITH THE UTILITY - 1=AGGET ENGINEERING - _ CITY/COUNTY DEPARTMENTS AND OTHER UTILITY - - COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF - ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC, Q! P.O. BOX 1(6O5, COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. FORT WO I H , TEXAS 76102 C y Cell: 817.371.4748 Fax: 817.478 7806 0 9'� G) OWNERSHIP p�•' OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: q. e. THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER IJR EISENHOUR CONSULTING LLC, -. G ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIEED HEREIN. ONLY THE•••"' ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS: UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL MU7 BE COPIED, - FOR PERMITTING ENGINEER'S SIGNED/SEALED: 1' ••• : - ��! •'• .•.9 SHEET. - •.•• - PROJECT MAP)AGER: - - REVISED OR TRANSMITTED TO ANY THIRD PARTY. FREDERICK L.GATEL.A- k - - - THESE DRAWINGS SHALL BE USED SOLELY FOR THIS PROJECT: THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EOUIPMEfJT -. - - SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCECONTRACT - AS SPECIFIED IN THE CONTRACT DOCUMENTS. - _ - _ .................................-.....�*.. _EDWARD'i� "�°�' :. •«•+••"'«.."."•'.•'^••••• - - - DESIGDT COORDINATOR: .w...+....t..... THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER. r- PROJECTS C S RE[ ISION DATE. •� _ E T ORE ADDITIONS TO PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE P 08/06/13 ON THE DATE H E e - 37209 . - - OF THE ENGINEER. _ - S ECIFICWiITTEtJCONSENT-. �, � M• �; �. VICINITY I Y n� %� SCALE: NONE LTERATION� •. �P t C I I � ! A V I1 1 � PLOT DATA;: PRO ER NOTED TOT I jj r +� OFFICIAL SUBMISSION OF THESE PLANS 70 REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO 08/06/13 � 9 � • l REGULATORY REQUIREMENTS ITHOUTPROPER NO '• � vy nFlcanoraroTHE .,C.�I'#�i�.lfti,s AND SHALL NOT BE CONSTRUED AS PUBLICATIOF! OR LOSS OF ENGINEER'S COPYRIGHT'S OR OTHER RESERVED RIGHTS.. DRAWING BY: S '•....•.•• V - Q RESPONSIBLE ENGINEER IS OFFENSE ' Sf y„� OF. v IINDERTHETEXASENGINEERI)JGACT. ,e� I - -SCALE • NONE GRAPHIC SCALE VICINITY i MAP 0 30 - ENGINEER COMPANY: 15 60 N S GENERAL CONSTRUCTI N O NOTES c/ E Y ENGINEERINGET I . - ... - IT SHALL BE THE GENERAL COtdTRACTOR 5 RESPONSIBILITY TO NOTIFY, PROVIDE INFORMATION.�" AND COORDINATE IMTH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY - - -COMPANIES REGARDING THE LOCATION, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF _ • 7 1I • 7�•.+ �% P.O. BOX 17605 - - - - - - - - - - ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC,- -.COMMUNICATION CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT WORK, EXCAVATION, FORT WOTH TEXAS 76102 + " - - - - - - EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT.. - Cell: .47 .78 6 I. 817.3 748 71 4 Fax: 81 7 OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS. + THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER / JR EISEf.HOUR CONSULTING LLC, WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED FOR PERMITTING ENGINEER S SIGNED/SEALED: •. O♦ - - '. ! SHEET •••� nE•L'� 1 • - '. ARE INSTRUMENTS OF SERVICE THROUGH HEREIN. ONLY THE CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED P IlAN GER. OJ C R E T A ENGINEER SHALL OWM, CLAIM AUTHORSHIP, RIGHTS ON THESE DRA4ViNGS. - . r ' " - - UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, FREDERICK GATELA EDER K L �.................«......: " ® ...x.........i...., TRANSMITTED TO THIRD PARTY: REVISED OR RA DITTED SOLELY FOR PROJECT. THE �+p� � - WAMA(3G.±Tt 8..,, , THESE DRAWINGS SHALL BE USED THIS CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT - - DESIGN COORDINATOR: � - G �) B w••....w ............................... - .. SUPPLIER ARE PERMITTED TO USE OR REPRODUCE PORTION(S) OF THE DRAWINGS RELATIVE TO THIER PERFORMANCE CONTRACT - _ • 1 •• S "�� , - - AS SPECIFIED IN THE CONTRACT DOCUMENTS. - _ -" THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER ON OTHER DATE ; q,' � � d . kJ � - - - - - - - - PROJECTS OR ON ADDITIONS TO THIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE SPECIFIC WRITTEN CONSENT REVISION DATE:0$106/13 E A rr Q� o 4N THE DATE INDICATED HEREIN. P � •, ` : s• O � •.��'! i N OF THEENGt EER. " F SUBMISSION O THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY R � OFFICIAL S BMI N F A Y EQUIREMEN7S DATE. 08/06/13 ALTERATION OFASEALEDDOCUMENT -. O S' •••, ..•• 4�.� .... WITHOUT PROPER NOTIFICATION 70 THE J f3 .. ... - PUBLICATION R _OSS O ENGINEER'S COPYR G S O ANb SHALL NOT 8E CONSTRUED AS A N 0 F i HT OR THER RESERVED RIGHTS. EPLOT J.� i7G. BY . RESPONSBLE ENGINEER IS OFFENSE � OF _ UNDER THE "TEXAS ENGINEERING ACT. � I N, LIDFLOODO ACK OF CURB - 1,000 W METAL HALIDE N. N.\ LIGHT NEMA 7 X 6 DISTRIBUTION � \ FOR BUILDING ACCENT 30' S.S.S. POLE W/ 400 W METAL HALIDE • r \ -____ HEADS W/ TYPE IV NEMA DISTRIBUTION \ N. eel,- N. / \ _ �� \ �, N. 6" SQUARE STEEL POLE "�. r \ 17, BRONZE FINISH. REFER TO SPECS. \ _I 1 LOT 4R \ \ CiRGlli'i' NO. / °' r 1B-521 JP 0.629 acres \� \\ r 5#101" .` \ \ \ REFER TO 27,400 s ft q \ ELEC PLAN Z• v�- / g V \ co " O r 1A-38 WPi 3#1011T Q 4 ANCHOR BOLTS AND TEMPLATE N. AA gg �� `\ \\ g'� r , FURNISHED BY LIGHT POLE MANUFACTURER r �•�` ��, GQ.. r �o � �/ WIP GFCI SET POLE ON NON -SHRINK GROUT BASE \� / DUPLEX N. ' 1A-40 4lv �o OUTLE 3)'1;1 T X0,1 C r 24" DIA. BASE W145' CHAMFER OND GROUND C�� ;-� ��` \ADO \ oCi // /\ \\ ROM CONDUIT TO POLE / FINISH GRADE OR TOP OF PAVING N. SEE SITE PLAN FOR LOCATION _.. 2 (IF 3'-0' C� \, oo, \ / , , OR MORE N. 15.1 \ \ ,-_. \ � \ i� rr �. _ - FROM CURB) q r \ , r iv — 11 _ 1 #6 COPPER GROUND �, I (_ 40 1p \, C9 q �. i o Cq \ <G , Y I = Q° SJR \ <,/ <\ 3>r // r' � CONDUIT r t,�,�Q�G�� 4 o L 114 ►�= \\ 1C-39/41 r! co / r / , \ 5#10,1 C✓ 314 x8'-0" BB1_R COPPERWELD rl, ,�-� I1 rs�nl wn Rt�n SCALE :ONE VIciNI TY MAP N x GRAPHIC SCALE 0 30 AS SPECIFIED IN THE CONTRACT DOCUMENTS. - DATE _ �....a.......«.. ETf' _ -_ THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR. SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER OW OTHER REVISION DATE: ••������•����������••'•"'�""• K H PEC °I WRITTEN CONSENT 07!27113 ON THE DATE INDICATED HEREIN.. PROJECTS OR ON ADDITIONS TO 7NIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE S It C Y TTN - F SEALED DOCUMENT .372 - ALTERATION OFA EA1E � i - _ - OF THE ENGINEER. - - PLOT DATE: 07127!13 WITHOUT . OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS •. j ®: - - - J CONSTRUED AS PUBLICATION OR LOSS OF ENGINEERS COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWDIG. BY. - RESPONSIBLE ENGINEER !SAN OFFENSE - ., •.JC ,, 1 e _ - AND SHALL NOT BE - e� �s •......G.•.' G,em . _ _ _ UNDER THE TEXAS ENGINEERING ACT. i I ENGINEER COI iPMY r-- _. GENERAL CONSTRUCTION NOTES 15 60 AS SPECIFIED IN THE CONTRACT DOCUMENTS. - DATE _ �....a.......«.. ETf' _ -_ THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR. SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER OW OTHER REVISION DATE: ••������•����������••'•"'�""• K H PEC °I WRITTEN CONSENT 07!27113 ON THE DATE INDICATED HEREIN.. PROJECTS OR ON ADDITIONS TO 7NIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE S It C Y TTN - F SEALED DOCUMENT .372 - ALTERATION OFA EA1E � i - _ - OF THE ENGINEER. - - PLOT DATE: 07127!13 WITHOUT . OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS •. j ®: - - - J CONSTRUED AS PUBLICATION OR LOSS OF ENGINEERS COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWDIG. BY. - RESPONSIBLE ENGINEER !SAN OFFENSE - ., •.JC ,, 1 e _ - AND SHALL NOT BE - e� �s •......G.•.' G,em . _ _ _ UNDER THE TEXAS ENGINEERING ACT. i I ENGINEER COI iPMY GENERAL CONSTRUCTION NOTES E I=AGGET ENGINEERING � - - - - - - IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBIU7Y 70 NOTIFY, PROVIDE INFORMATION, - .M. - - AND COORDINATE WITH THE CITY/COUNTY UTILITY DEPARTMENTS AND OTHER UTILITY - - - - - - P.O. BOX 17605 - -. - - - - - COMPANIES REGARDING THE LCCATIOJJ, DEPTHS, SIZES AND ANY RELEVANT INFORMATION OF - ALL PROPOSED ABOVE AND UNDERGROUND UTILITIES INCLUDING GAS, FIBER OPTIC,- COMMUNICATIO14 CABLES, AND THE LIKE, PRIOR TO PERFORMING ANY DIRT VORK, EXCAVATION, - - - FORT WOTH, TEXAS 76102 _ - - EMBANKMENT FILL OR HOLE DRILLING RELATED TO ONSITE OR OFF SITE WORK FOR THIS PROJECT. Cell: 817.371.4748 Fax: 817.478.7806 OWNERSHIP AND USE OF DRAWINGS PROJECT STATUS: - - - - - - THESE DRAWINGS WHETHER PRINTED OR ELECTRONIC IN FORM, PREPARED BY THE ENGINEER i JR EISENHOUR CONSULTING LLC. FOR PER(ViiTTING ENGINEER'S SIGNED/SEALED: - F 1 SHEET. PROJECT MANAGER: ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE CONTRACTOR SHALL EXECUTE THE WORK DESCRIBED HEREIN. CNLY THE .,••••• •••••• -: - E ENGINEER SHALL OWN, CLAIM AUTHORSHIP, CLAIM COPYRIGHT OR RETAIN ANY OTHER RESERVED RIGHTS ON THESE DRAWINGS. - •, �'� - " - - - - - UNLESS OTHERWISE AGREED TO OR PERMITTED IN WRITING BY THE ENGINEER, THESE DRAWINGS SHALL NOT BE COPIED, - u LE FREDERICK L. GATELA - • - - - REVISED ORTRANSMfJ"t'EDTOANY THIRD PARTY. . - - - ' - - r USED SOLELY FOR THIS PROJECT. THE CONTRACTOR, SUBCONTRACTOR, MATERIAL OR EQUIPMENT THESE DRAWINGS SHALL BE E PERMITTED 70 USE OR REPRODUCE PORTIONS OF THE DRAWINGS RELATIVE TO TRIER PERFORMANCE CONTRACT - SUPPLIER ARE P O DESIGN COORDINATOR. «.........:.. yf " 7 F,A'�7�� AS SPECIFIED IN THE CONTRACT DOCUMENTS. - DATE _ �....a.......«.. ETf' _ -_ THESE DRAWINGS SHALL NOT BE USED BY THE CONTRACTOR. SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER OW OTHER REVISION DATE: ••������•����������••'•"'�""• K H PEC °I WRITTEN CONSENT 07!27113 ON THE DATE INDICATED HEREIN.. PROJECTS OR ON ADDITIONS TO 7NIS PROJECT OUTSIDE THE ORIGINAL SCOPE OF WORKS WITHOUT THE S It C Y TTN - F SEALED DOCUMENT .372 - ALTERATION OFA EA1E � i - _ - OF THE ENGINEER. - - PLOT DATE: 07127!13 WITHOUT . OFFICIAL SUBMISSION OF THESE PLANS TO REGULATORY AGENCIES SHALL ONLY MEAN COMPLIANCE TO REGULATORY REQUIREMENTS •. j ®: - - - J CONSTRUED AS PUBLICATION OR LOSS OF ENGINEERS COPYRIGHTS OR OTHER RESERVED RIGHTS. DRAWDIG. BY. - RESPONSIBLE ENGINEER !SAN OFFENSE - ., •.JC ,, 1 e _ - AND SHALL NOT BE - e� �s •......G.•.' G,em . _ _ _ UNDER THE TEXAS ENGINEERING ACT. i I z 00 00 .3 0 cn to o w a Un73 Q i Q m' i� m r ox L J 3�: Cq Q Q 6 w UO:fw -r t V \ - VICINITY I NITY MAP G P _ J r T. S �2.36)S. z v \ a �.. e i l \ I"Of w .... _ zo -v _ r LOT 2 x 1' S / \ STGRM PIPE 1 / �- \ 203 � - 0.23LOT, 5 N. >/ rf,2 0 7 1 1 - . \ ­.!.).__llr*.4 1; / \1 I I--,' \ \. 0 -� w ry t- Q o c; z LO 1. 4 rl02/20207OD >' 0 - r, STORM PIPE 2 �1.20)\ EXISTING POND \ U '� \ t,: o x / \ \ _ co \ _ .\ \ PROPOSED , l CULVER T NO . o 1 _8 — _ 2 5 0.0 / 1 .. .. \. ;r` 1 S\T _ RM 1NL T 2 , I } ( 1 5 5� AND A i \ a� ! �. P r Z rn LL o i \ \ r..: co LOT, 6 ... ........ ..... . ......... --"' Y;. 206 rs fY.10 4 LOT \ \ \ S ORM'INLE 1 /15' STANDARD - /� �TORM PIPE 3 �„ \ \ i STORM PIPE14 CZ5(�TCRETE ` \ Z r APPRbXIMATE LOCA1 {ON \ OF PLDOD PLAIN OF _ N ( HEADWALL --� \ ,�, \ / \ O i EXISTING I LO-K CREEK ! O 1 DRIVEWAY W -r o >( CITY N OF COLLEGE STATION SANITARY SEWER O Q LIFT STATION .J \ . 11 / fir// \\\ \\) 1 — / \ ./ < IL • /� fr r 5-1 \ ) ­280— EXISTING N \ \�� \ \ r� \ t\\ � `\ r / / FLOODWAY \ O G 18"SANITARY �/ / / \ Z ' SEWER LINE o APPROXIMATE LOCATION 06 _.1 _--282 -% %' �� OF FLOOD PLAIN OF I fi:-------- �;— _ ✓;% LICKCREEK �% i vim.,` � � . --y ��° '�.,� �„A,� �,��� \ O - /NICL :p LICK CREEK SUBDIVISIOI1, PHASE ONE \ \ ,.! co BRIDLE GATE ESTATES, PHASE ONE 1,744/49 OCC CONSTRUCTION CORPORATION , \ \ � . / � . / � \ \ \ \ \ EXHIBIT :REMAINDER OF 21,10 ACRE TRACT 3666/200 50 25 0 50 1 SCALE IN FEET �(^()'`D I I I I � I � I . . . � I I I � � � � . � I I � . . I . . � I � . . I I . . I I I . � I I I � I � I . I � . I � . � . . I � � . . I � I � . I I � � . � I � � I . � . � I I . I I I I I I I I I I I � I . � . I I . I I I I I I I I I � . � . I I I . � . � . . . . I I I � . � � I I . I � � I I I . � � I � . - . � . I I . I I � 1. I I I � I . I I I � . . . I . . � . I I . I I � I � I '­­.­­­­ , . I .11. . I � . I �. I � I . � I . � . — I . 1. I I �� _______. - � . � . � I . � I I— I I I . I . I . I � . . .1 � I , I � . I I � . I I � I � I � I I I I � � I I I . I . . . I � � � � I . � I . � . - I I � . I I I . I I I � I 1 � � . I I � I . I . I — . . _________ . I I I . I I I . , I I . . I . I - I . I . I . I I I .11 . I I I I I . I —",- . � I --- - I -_ - - - , I -_ . .1 I � I � . I � . 11 I - ___ I , � . . � I , � I � - - - . I. . I I 11 � � I �, � I 1k � I . . I I I . . I I I I . � "', ". I � I I � -4) � . I I I * � � I I I "I I FIRE LANE STRIPING . I I , I , I � I I I I I I � I 1: .� I I I � I . I � / ,,� ,.� � � 1. � . . I GENERAL NOTES: � . � . , � I . I I � I . I I - I .. . . ,. � �.. . � . . . I . �. .1 I I � � I I . I . I . I I . I . I I . . � . . . / I I � I � Z ""I", SPECIFICATIONS AND REQUIREMENTS I I � I 1. . .. . � , I � �.. I : � : I . I I I I � . � NOTES: I I � I I I I I . . I � . I I / . � "", � I I I 1 . ALL CONSTRUCTION SHALL I CONFORM TO THE REQUIREMENTS OF I . I � I . ., I , I I I I I . � I . � . I I . � � � I � . � I � �`,' � . I . � . � THE STANDARD SPECIFICATIONS OF CITY OF COLLEGE STATION, TEXAS. . � . 11 I - I I I . � . � I � . I . I I I � : � I I � THE ACCESS ROADWAY AND/OR FIRE LANE SHALL BE STRIPED ON A WHEN REQUIRED DURING CONSTRUCTION OR OTHER TEMPORARY USE, . � I . � . . . , I . . I � . 1. THERE IS NO 100-YEAR FLOODPLAIN ON,THE SITE, ALONG WITH THE I I I . . I / . I I � I I . I . I � , . I I I . � I � I . % PAVED SURFACE, AND BE CLEARLY MARKED ON THE PAVEMENT WITH APPROVED SIGNS SHALL BE PROVIDED AND MAINTAINED FOR FIRE APPARATUS 2. CONTRACTOR SHALL PROVIDE "AS BUILT" PLANS TO THE ENGINEER I � I 11 N, : . I CONFIRMING FEMA/FIRM MAP NUMBER-48041CO310 E (DATED 5-16-12). 1 I /' . I I I . � , 11 I . . I I . I � I I I I � I I I � .1 I / � I . I A "RED" LINE AT LEAST FOUR (4) INCHES WIDE, "FIRE LANE - NO ACCESS ROADSJO IDENTIFY SUCH ROADS AND PROHIBIT THE OBSTRUCTION SO THAT THE REPRODUCIBLES OF THE ENGINEERING PLANS MAY I , � I I I I � I I . I � / - ,/ . � � . I . . � . . I , . I I I 11 I 1 2. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE I I - I � � I / \ I � PARKING - TOW AWAY ZONE " IN NOT LESS THAN FOUR (4) INCH THEREOF OR BOTH. SIGN MUST BE SECURED SO THAT THEY CANNOT BE I BE CORRECTED TO REFLECT "AS BUILT"CONDITIONS. � I , . I I I I I � . I I � . I I / � I \ � . I I I . I I . . I I � - SAME I � I . I .� I � � � '.1 ...",. "' � LETTERS IN."WHITE" SHALL BE PLACED EVERY OTHER FIFTEEN (15) MOVED UNTIL PERMANENT FIRE LANE IS PAINTED. � . I ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE I // -.�.'�, '11il. � I � . . I . I I I ­ . / / '. .k.. I � 3. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL . , ,�� . . , � I . . I I I I . I . I I / /' I/ `1�tIt,, , . FEET ON THE STRIP. WHERE THE FIRE LANE IS ADJACENT TO A CURB, 1. FIRELANES SHALL REMAIN OPENIACCESSIBLE AT ALL I NECESSARY WARNING AND SAFETY DEVICES (FLASHING LIGHTS, , . � , I - ' � . I , . I � , I I I � . . I I � ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION . 11 I �,/. f, '\ k". ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR BARRICADES, SIGNS, ETC.) TO PROTECT THE PUBLIC SAFETY'AND 1�. � I . I PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT A MINIMUM. AN I � I / , -f- I I , I - . . . I I I I � � � � � . � � - I /I 11, I., TIME DURING CONSTRUCTION. . � . . � I I I ­­ ­1 I . ­�L' 11 � I I - � � . . � � - HEALTH UNTIL THE WORK HAS BEEN COMPLETED . I I I I UTILITIES DIRECTOR OR HIS DESIGNEE. I I � � I � / " " / , "' ';l, `�-+ INCH (4") WHITE LETTERING STATING "FIRE LANE - NO PARKING W � I I I � � � I . . "I I , ...., I - . , I . - � I . 1, I I . � I . . / / , I .I.. ...., It" � 2. FIRELANE STRIPING & PAVING SPECIFICATIONS SHALL . . I � I . . : � 0 �, I � I � � I I I I I I I � . � � . . / �/ "',"' I/ �� I \1 "' I`\ . ..':tl, AWAY.ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN . AND ACCEPTED BY THE CITY. I 11� I I � ,� I � I I . , '., . k, � � I . . I I � . I � � I I � � . ,,", ,11/` , 1, ".. . .. 1�k FEET (15') APART. INCHES PAINTED IN "YELLOW" SHALL BE PLACED AT BE PER CITY'S GENERAL DESIGN STANDARDS DETAIL I I . . I � 1 13. "LOTS 1 �3,4R, 5R-2 AND SR-2 ARE CONSIDEREDA BUILDING PLOT FOR � 1. I / % ,". I "ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT , � � . I . � � .. � I � I I I . . � THE PURPOSES OF SIGNAGE AND NON-RESIDENTLAL ARCHITECTURAL . � . / I I . /,"', ..,', 'I'll - . \ , , ", *11, �11�,:�. � I S. FIRELANE SHALL BE INSTALLED & ACCEPTED BY THE 1 4. 1 . I � � .. I , � I � I I . . I I � I . � I � I � / /. /I 1p, �, � ..ALL ENTRANCES TO THE FIRE LANE (LETTERING MAYBE LARGER, BUT . I � I I I I . � � ., . � . I � . I � I I � . I I \ . I % . I I I I . I SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT I . I . . I I � I I I I STANDARDS. IN ADDITION, LOT 5R-2 IS CONSIDERED A PAD SITE." . / I 11 lx , �`-,-,. 18" IS MINIMUM). ALL FIRE LANES SHALL CONNECT AT BOTH ENDS TO CITY PRIOR TO ANY CONSTRUCTION ABOVE THE � � . . I . I . I � I I � � I I I I � . I I ""', /', ,/ ", \ _11. ,I, � . I I I I . "I .., . ... � I . � I � I I � I I . . I . . , ,� I I \ . .. ��Ilttl.. . FOUNDATION. . TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR I I I I I I I / . ,// ,' /,� / 1, ,11, -,:"�. � A DEDICATED STREET OR BE CONSTRUCTED WITH TURNAROUND RESIDENTIAL DISTRICT WITHIN 150'OF THE SUBJECT LOT, � . � � 1 4. NO COMBUSTIBLES WILL BE ALLOWED ON SIRE UNTIL ALL-WEATHER ROADS AND I � I 1, I . .,., . . I . I � I . I . /I 1�1 . I I I. . � . . � . . . . � . . . I . � . I I / , 1. 1, 11 ., .It- AREAS AT THE DEAD-END WITH A MINIMUM RADIUS OF FIFTY (50) MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH I I I I ,. I � I FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. . I I "I � X,, ,"', / . 11 ".. I � . I . I . . I * .. I I I � . I I � � � � I . . . / 1 $. � I . \ �-. '.- "k' A � I � I I I I . , . � I I �. � � � �t' . . I . � � I I . � I . I I 1 5. A SITE PLAN S I HALL NOT SHOW ANY PART OF A STRUCTURE OVER HUNDRED AND , I I . I � I � . . I . . . /,', � ,/,..1", .1 / I I 'III I � � . - , I " \ \ I . , 1�� - - �... I `4�.,FEET. ILL PAINT REFERRED TO SHALL BE A TRAFFIC MARKING PAINT. IRRIGATION NOTES:, , I . I I SCREENING SHALL BE COORDINATED WITH THE BUILDING �, � I � � � . �1\ . . . �. I I . I I . . � . � � FIFTY FEET (1 50') FROM AN APPROVED ACCESS, ROAD. . . I � . / � . - 01 I \, / ,�, ,/". /I / I .� \ \ . X I + .., I - I \ . . I I ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED � . � . � I . I I . I I � � 1. I I I I I � I . I I � I I � � I I � . � . I '�- �,� x; , . , / / \ , 4`1 1\�� I I 1 . ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE I � APPEARANCE." � . . I � � � d I 1 6. NO MORE THAN A SIX PERCENT (6%) GRADE IS ALLOWED ON ANY LENGTH OF FIRE � � I � / / I . 4�� zzS ,�� / '.1 // ,,.,, . "I" I . . \ I: ., I I I . STATION STANDARD DETAILS AND SPECIFICATIONS, � I � I I � I I �\ 11 I . " , 1I` � ". I I," . � . , � I . . � I . I I LANES. � I I I . � � + . Cb- \� <, / / " I I I N � - 1::% . I I I I I . I . I . I - I . 11 I I I I I I - O' X, I �,,', �,',` ,.:,:I � � \ I II, I � ":,, 5. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE I I � I � I ") ,(/ .. ., I , . I I � I . � � . � . I � 1. . 1144 1�- ,,< " /' / "', . - ..,I � . . - ." � \ ;�� \, , \ � I I I 1. I . 1, I I � I . I 1 7. A "KNOX BOX" SECURITY KEY SYSTEM IS REQUIRED ON ALL BUILDINGS AND A I � I � 0. & \,, ,(�) 11 ", ,,".", I . \ ..� 'I . . 2. . IRRIGATION CONTRACTOR TO SUBMIT SHOP DRAWINGS OF IRRIGATION STANDARDS OF SECTION 7.1 0 OF THE UNIFI ED DEVELOPMENT I � � I . I � I I I � I . I I � I � I / e� ,Q T / "e". "', �.III� . . �', ".., I LAYOUT AND LIST OF EQUIPMENT PRIOR TO INSTALLATION. . � I . . I . KNOX SWITCH IS REQUIRED ON ALL GATED ENTRANCES. I - . 1. . I I I . C�, '�' � .", I 11 I \ Z..,.. �A, I ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW � I I I I I � I I . � I I'll � .. - , -<, /"' ., .:.1 " . � I \ ' � � � I I I � I . I I 1. � I I I I � . I I I I ,(<; '�' Qj ,"', ""'. /1", , . I I." ,t � t" I � 3. POWER TO CONTROLLER SUPPLIED BY OTHERS. . AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY � I . � I I I � � - I I � � . . I-, � . ," ,,,.. I 1��, I � I I I � I I I 1�� ,,,/ 0 ,Q // ,11 I I X-1. �,*`,�,`, I I � I I . I . I I I . � . I � � /,"." , . I . . I �11� I I � I PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED � I I I I . . . � I � 1, I I . 1 4: ALL HEAD PLACEMENT AND PIPING IS DIAGRAMMATIC. I I I I � I . . � I I I . I � I . . I � I . I � . "I ,11 'I.,, I", I . I . I 11, III\,. . I I . ,� I I I , . I � I � I . . . I -_ � - . � I I I . ` �O�� " ,� " I . ., , *` `11� IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT 'k � . . . . I I C& /' "',. ',� /'," \, " . " 10,111. " I I ,� I I.- � . I 1. . I , " Z' 5. HEADS AND PIPING SHALL BE INSTALLED INSIDE PROPERTY LINE, DOES NOT CROSS ANY PROPERTY LINE. I � / x .- 'p, � I I � . I . . . . I , ,,, �p ,/ .e .", " " � 11. 1\11, , !:;��, .. 11 . � . �. . . . � I I I I .,�� .1 .1 -\ ./<�-,�- �� / ", I" 1 . .. I , 41�, . . . . . � I . .. I � - I . . I I I I I I I . I 11, I .... CD �,z / / I // \ \ I I I I , I I I I I I ,., , , . " , � , . I I I � � . 1k F i I I A � 11 . . . " �Q \1, / ,,, . � I . � I ", .; ­ 1� ,11, I'll ." I 111. � �`41 1 6. ALL LATERAL PIPING NOT SIZED IS 112". . . . . I . I . I � I I I . . " �."� �,` .", " . / , " ��) I 1 6. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS I � � � . � I ". 11 . ,." . / / "' I I . , I I I � I � I I '.. "'i", ., , / . I I I 1. ". ", � I I I . I I � I I '. 1, � , , 1. . I , I I I . ! . . . I �11' I/ ,� \ - , ""'. . � � I "I., . . . . . I.. �� ... `I`�;'.'k I 11 , I � ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR . , � I . � . � I I I . I/ %, � ", " /". � I - I . , , ,:::k.', ,.,?,.'_ 1 7. ADJUST SPRAYS SUCH THAT MINIMAL WATER OVER SPRAYS PARKING � 41 . I . I I I � � I . . I I I . . . ,"" 4 N IN / / 11"', I . I \ . I I . � � . . � I . I . ., / V ,,, / I " I 1, .1 LOT 4R I . 1.1, "I '.1 .3.1:::�'. 4I"v 13 SUFFICIENT COVERAGE. TO LOCATE AND VERIFY IN THE FIELD ANY UTILITIES THAT MAY. I � (4e , , � I . .� I 1� I . � . I � �, . 1. � . I / I I", I */ . ��' .,\ / , d I . . .. , I 'op ".. * AREAS AND DRIVEWAYS, YET ALLOW, I � I . . � . �, \)" "I.- . . I , . - - . � I I � I I � I I . 101, ,,,\ -, \ I N, I. .. _:1 CONFLICT WITH THIS CONSTRUCTION. AT LEAST 24 HOURS PRIOR � � � . � I . . "I . .", I . . I I � . 1, ,x\\\\,,,../ ,,,, 1.11 "'..., IV � -es I � I It.". 11 t, 11, . ', " � I I I . I I I I 1. � I I . I . I I . � 1. 'Il ""I, .1,111, Lsl� � ,/ \—" ­',. / \ A eo : 0.629 aci I ". . t�� ----� 8. DISTRIBUTIONS LINES ARE TO BE BURIED 12" BELOW FINISHED GRADE, � TO BEGINNING CONSTRUCTION IN THE VICINITY OF UNDERGROUND .� I � I .. , , /I \...'� �, ,/� .. `�, '. ,,. ­ � I � I 1. ...., I I : I I I , ,­...", I I " ". ,. -, � . I . I . . � . I I I... ,,, ., 'A , - . - � %, *.,. .,.,.­," , 1) r . - ",-, I I I � I, � It ,R), \ , \, Itt$1 11 ,,, .., �;4t � I I I �. - \ , I 0 . � � I \ "�," I: I , 1. . I . I � � . . $"' / "I ." I . , �v .co 27,400 sq ft I � .1 ,,`_'. t\., MULCH TOP COVERING IS NOT TO BE CONSIDERED SOIL. UTILITIES, NOTIFY THE FOLLOWING APPLICABLE: ., � I . � . I ,,, " 11" / ," "" I ., I I . - I � . I I � . '.. t& .4. , t" ) 1 4. / . � I , , -, - ." . � . . � 1\ v . I ,./ \ \ . .11, \ , �:, . . , ,� I I . . ....." '.." ." �', k..., I I I . I I I I I I I . I . ,,,, ,I- \ X � . , (-, . \. , I 1. ., ,,,, - , , � I I I I I I . \ 1. I . 1, IN 1` . 1�::. I � I . " I \ I IV I . I I � �. � 01, . � , , "' \ " < % \1 I I . � , " " , " 9, ALL EQUIPMENT TO BE RAINBIRD MODEL OR APPROVED EQUAL. - I � , .1 ." "'' - - ,,, .�::,.­ 1� ATmbS GAS � I -f- .,,� , :11, -.<- A��_ I / � .,-",,.i ,,'�\ \ I I / * 9-7 *C) \ x \�, ..." , ." _ ,,;� \ , .'M� , . � � / _+'. ,ii, < ID el� I,-,' "IN I ..... , . I ..,. . , �': 1, I I I . I I ,� , �, 't" - N 1� \ . I, -\ ,I, I .. I \ I I" ." ...", ......, . � . � - I � I � � � " 11, ,I" �\ - , _� \ ." ." , .. SAUL KESWANI & � \. 1, ,.,,',�z. ... I 1 0. ALL DISTRIBUTION LINES SHALL BE CL 200 PVC. � � ,4� ,.,n .e / � � VERIZON 1 43111" o ,/ I :,01 N ,/*...,.,: . . ...... I . . , I cb.." ,0.0 ", ...., \ \ \ / \ ,. N ,:.,,. . . �,... ,i�&..`.,, ". .. . , ,,, .1 & I.- I I I � "I ,�� /4:�z '.1 I \ / / , ,�� , - ., � �� I ... � . . ... I �- I . " \ " I" � Il I . �,_,_,,, '­ SUDDIENLINK I . � . I I . . I '.1, / Ir �� /..", " "I ', \ \ \ / �, " , "� e .... ANITA HARDEVI I . \.,: " � I � 1\ / . f � 11 I " I � I 1. I I I ��� ­,� \ , -.4.. /,,,�,,..',..3!' I , . ­ 1, / � . I I V ,� "" " .> .. . � 1 1. ALL SLEEVES SHALL BE SCH 40 PVC. � , '... ,/ 7� " 0, 4�, ,� ."' \ \ ./ - - , I � I � , III' +* 101 /� , / I I � . 1." '--,. "", . . . ' -- \ \ �11 I I I I .. , ...., / I COLLEGE STATION UTILITIES I ," 1, \�' "o ,,�, ,., ..1. \ .-Y " 1 6875/125 . .. '/..., .Z�� , I I . I . I "" , �,� .�/ I. I,` '_ . � I . . � I )" "� , /I , / I , . . � �`%kx - 4 "Z_ \ . - . I , , ,�: " _Q I"I" S ", \ ,.\ I, .. . , `:`, I . ." � \ , . 1;, I , . I I ", � � \ / 45'../ t, I., , <, 1. . . � �/ , " _-�� . ., ""o- , ,.3.. ,X i ..-".,:-,*'_%­ 1�,t-­­� � I '. . \, , -, / , ,- ,, \ x " , III. \\,\ , � - :--.,�, - / I . 7. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE . ,,,,, I .1 ;... 1, � � � ,Az 0 1 $1 % � � . - \ , n...", � . I "..'.- ";.'::,, i I I V ". .. .. . I I I � 1 `$4�+, / � 1� �,-' '\_ , Z, '.. .. . ', ,; ,di` :*'d / ,, x , . \ � . f,�)...,.," . , , .... , .. - . � � ...., I" .'10� . �� <� / 1-11, ,'. 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I I ' . - � -- ----- _­ ­11- -1 - __­ � �� .... . ." � It 'ITHERA PRESSSURE-VACUUM-- - -- �- - ;11 I � .:4 '.1 , � � . _ nATION q 10TECTED-133Y-1- -_ I /. 1. �1­ 1, , Cj .1 . , '. );� . .."­ . . � I �',. , � - - - - --- ___ __ 8. ARR!C _)_.STFM_ I,IVILL�BE RP . I I I ,,� 4, .�' e > __ , - ^ , � ", - -.,--' . I N , I . __ � __­ - I- - ­ __ _ - ________.___, �, - - - - __ - - , � I I I .11, /� 4Q 11" '.. , III ", ,,.. I .0 '. . I - -, - ", "'.., _______., - - I/ I I . -I- - / BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A I . � 14 I I I . '. , �; 1�_ , /4" . I / _,, - .11 N , `�� - , / -.,. -, , , .1 ���­_ -,-. � ----- � - -- - - ­­ -,- , , ­ ­_­_ -, - : /,I�! - - - , , I - - � . , , - . ,-. - 05; _�5 �\\, - - I I I � , - I *.- 1�1 . / . , I � * / ` I / - - � - �_._ - 6'. � \ \ /"\- . 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I IR l` . . . . � � I . . . . I � I I I ,.,I �,. - .,", f \,,,. ", . p, I . \1, .1 11 -1 , e( I / STRIPING DETAILS AND SPECIFICATIONS I- I . � . �` el I / "," " I I . . � 0 _�, �01 4 ,"' * , '. / - / I I � I . m � . . . . �/` , ., 1� 1 "P 1 / - ... < I * I , - - I I . I I m . . -, "" .., / . /..... , , .....� .1 . ...,, " ..", 11""... / . , 11* , I .1, ..,­,. . . I , . / -0 ,0* , .� . I . I I .1 . .. , ," I I ,Q 4 -,,Z ,\ 0 -<--,� , ,..* `� / I . T: � Iq . / . /W . ,� 'Ile, \,� . ", IQ / ,Q " I., `­ , . I. .. ... / - i� V -.111 ..,/ \ I I ,�Z'l -0 v ,,, -, . I I I ,,, ,,., " � I. . , . . � I � , . , \ I I k PAIN I . . I . � '. , \ I "",<.., N'' '...." � 'k.; V U ... .. .. \.. ," " - " / I I ZD � I I I I �0`, ,/ "Si*, �,� I., / � 11t. -, ".". I . / I ...... . � . () � ,.1. ... i')`,� e, - - ... ... I ,�, t*`�d& . , I / "' "��,\.,,,.' I.. .1� I , , / , � q _R2 0 C.) ... .. oo....., \ . 101 I. I u < ,�l 0,& " \1 " I 4 , . 4,� C'� (V � 1. , .. . , I � 1, 11" . I I . . 1-1, - / "" ,X.., . * , I , ,,::;� \ , � I , ,� .. / ".. , z" I . I � I " .1 1, \. .1 ". 1-1e,,�, I � 'IN ... '..'..", , I / � � I 9 I � I- � � � I I .00, ,", I I,- 1, ".. " / .�.',� . .fj . ... .. ... , I , - // I I, " "' //' I . I 1. STRIPE SHALL BE SIX(6) INCHES WIDE PAINTED WITH AN P-XTERIOR ACRYLIC LATEX PAINT. I � � I ,,,/ I ,� - , ,x d \ �f " , `>�o - .,,. %--, , ,l I �� " " 6)_1 I .. , , � I . ... , .. , , , ­-, - \ ". , V , - I 41 � � /.. " ,,, - I ...''.... \ , ". � q � . . .. P� .. (19 .. "� . ., ., '. .,. \ " � _��< R -..-- ! . . <�) 0 � , . x> , I � I . I � �� . , ,�,. K , . I , Ie " " ... I" . I I . . � I COLOR SHALL BE "TRAFFIC RED" GLIDDEN NO. 63251 OR EQUAL. , , - , I I I I I I., .I... ...6 �V* " , 1­­", 1�vr I I 1A I I / 4! 1 11\19,00' '. � � . P, -,* / 1, . / .. ... � . IR2 , -.1, .� I I I I I . / / "',1 11" .I,, " - � X, If � .., /, "... :..,.._,71:,, , \-... ." �� , I ., 1, I/ I . 11 0%0 . . I �. ... . ... ... � I '. / .1 I I � � "Ill" , / - � \ . � .'..." 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I ,'I , I � I I I I R. B. TOLSON 11 11 �,� I I I � . . I � . \ I '1_" . — � . � � . I I �:, I" � I . � "I'll"' � � C I . � \ . � I . . I I . I . � � � / I I 1, / � 1­1 ., I/ IP I , I , __ Dj =�_ =__ . � . . � "I, I , I � '. .1 . PLAT A ; , , I � / 1- , . . /"' I ., 11 I . ", L . I I I I � I � I I REMAINDER OF 25 ACRE TRACT 1,,,,�, \ I 1`1 1> "Ill/ 0 . I / , I I . " -----*-----,- I I . . , I �, � I I . , , I I I .. . 'o I. ... 11 / I � "' , , , ,_ / .1 , , I I � � ,,,,,, � � I I � � � � � . I \ I / I I - . 11 � � I I ... 11� I "I'll, I : ... ��:�_­­.­­ �: ..... -.-:-I-I..._.__. �� __.:.-­-.-%� ...... __:_., - . ... I I . I � I _0 . . .1 .... ... � .. ... . 1:�.:"...��.-,�....-.,."�",:"%�."",...N��,��.",.-,�......"-..�,,.:,...,.: .. .... . .... . ... . :odo��... . � �, ,� �­_ I....:.,�'..�l:.:,....,..",..,..:..��.:..%.. , . 3115/35 -It" N�\,/ " 1. � "�.< i \.... ,.- . _-,6t1`.!`t* I . i lr,�.7 I .71 � - - ; I � I I �, -, ,,, 1. I , ... I'.: .1 le .1 i I I I ... �-: 11: I _..,� � I � � , I SCALE: NONE . . I I . � I I I � � � I I . . I I I � . � � . I I I � . I � � I . I . I � 11 . , � � I I I I . I . I \ � � . . I ­ I I I . I � . I I . I . . � PROPOSED 4-STORY LA QUINTA INN & SUITES . I I � I I I I I . . . � I I I I I . I I I � � . � I , . I . . � � . . . . I I I � I I I . � � I I � BUILDING HEIGHT= 53�-1/2" 1 1 � I . . I I � I I NO. OF ROOMS = 88 ROOMS I I . . � . � . � . E ` -I-..*- . ' GI_ - �_, .. ENE-RALCONS ­jUC'TION-NOTES . I � , I , � � I I I � I . . I I I � I I I I __ . I . NO. OF PARKING REQUIRED 92 SPACES . . I I . ! T S I - i A L L 0 E T i I E ' , �, EN ER A 1. C'. C', N - RP r, 1 * 0 7.'C F 1 E �.il I i D N'S I 0 1 L. I 7 Y " f *4: � I F Y. . - r I c � V 1 I It � N Ful A M. I k 7. ' I 0 N , � . .0 .:.T : .. - 'WC I , � , . I I I � I � . = � . � . . . 0 U N TY I J T 1 1. IT Y "D E L'A P. I " ..S AND CYf HER UTILFY . . ANO ',',', - AT F. , OORDIN le� 2T I - 1 T - ! U (1, !, f . I .,A�.`.NTt -I ., . � I I I I I I . I I I ENGINEERING � I . SITE . PLAN , � I I I r AND DIMENSION, � I—. ----,—.—,,�------"--�,-�",,---,----,------"---'-', . I �.­ I . . : . __111_11�� ------,--.-,-,--,"...111111-111.1s----"-,-I . . . . : I � : : ". ", : * , ­ , , .1 ..I ii� : I : , ! -I:.--, -%`4'�',i1.t.:t,,fl'A It-,..`1\-11 f,'�:,1::::fl:::.'-,., - — - — 1. . . ..1-It'.) ..,.....'�'.,i : . ...... .. �� : , , ---- ------- I I � - - - - -E C 0 W. P A N 1 E S R EtG A RID, I N G TH E I 1_0 GAT I 0 N, r. F p I 1. r" S! ZE - A 1\1 D AN Y R E. 1. F. V,A N T !N FQ Ill I,'. AT; 011 ,I C) F . . ; . M . A; . IPRC'.,-Ci��Er) A-30VE AND :. NDERGROUNR . INC.L.Ur D UT LITIES . -N,Z o"o.s. Fl-,E,l a.-IG; ­ ' I I I I . 1.01 CONTROL - tli� , : III" -�.;'.-.. : _ �, , n, I , :: � I ­­­1 : I I ; -----",--�-1-1--l---------,-"---.,�.11----,-",-,--,------111-11----', : ,� ... : , . � , � .e�,, �.­ wi ­ -1, : .... ... I .. "'.. , , : .. .1.1114-11117 __,_._._,.i­.1111 _111-11-111-11-1­1 i �'..'-,-:,V',.t,'.-I.I�l:,IC'A-fl-,-).-II GAFR.F.-S. ANID T14.-. 1.1;<E, rpllo..Fl TO PERFOHNPIiNG AN-Y 'T W'C ',", . -j', -)H, `ir--.­ -�%�,,rt\lfj -Q�\'. . `t: I -i S A N: -:0 LE f.;*! LLI NG RELA T 'a 0 To cwsrr E. o R. ott:v sh-iiii'�v6r:111 f:091"'r H; -_ .pt .-' 0 V . 1, . < ME IN' I �: I L. L 0 P. I - . ROir . I kI I � 111 , I . I . . . � SCALE: 1 " = 30'-O" . . I � . � I I I � i BUILDING AREA � : : . 49,728.00 S.F. : 722.00 � - 1-1 - - - - - - ---­­­. .,­-­ - 111--,-,-------,,,,,,,,--.-�---,----,-,,--,--,- I : I : I PARKING REQUIRED 1 SPACE/ ROOM = 88 SPACES t 1/200 S.F . 1--l-1.1--l"--,.,�,-.,-,-�.,--,"-.,,-,- ; : --*.,.""..,-----,-,-,------,---,----,--.,-.I --- ,-..�-----.�-,.,,,-�.--�.-.,.,,. . ....... _­._,_­_­ I : : � PARKING FURNISHED : . I : S.F. i 9, 28.00 S.F. - - --'---"'.�'-"----�'.'-�'�---�"'-"--'-' : = 4 SPAdff§ : 92SPACES ............ ­­.­ .......... . . . . ...... . -�--,,-.,t---.,--,,----,-.�-,-,-,,,-,.,-,,,�,.- I : : 92 SPACES I I 11 � I I I I - . . . I 1. I I I I I . I GRAPHIC SCALE I I I � I . I I . . 111-1.--."--,-..---"-.--,�--�---.-----,.".� ".--."-,--..-----�l-.,-,.,----1.11.111-..---,,�-,�---.-,-,�-,-,� -,­­­­._­­ . . : ! � I . H.C. PARKING REQUIRED : : , : . _1___.1_._1_1_1_11 -�.-.--,-.-,"-."-�--.�,,�-,--"-".,-.I _1_..1__11­_ . : 4 HC (1 VAN) I OWNIERSHIP AN[)USE OF D . � DRAWINGS I I . . I I . 1, I � I � I 0 30 . & � i ! I . � . 11 . I I I . . I I . I I : I I � ....... I ....................................................... � .................................... . ............................................................................................... : . I ; ............ I .................................................. � ............... : : H.C. PARKING FURNISHED : � I : I I : : : � I ..... I ....................... I ............ � ........ I ................... : ............................................ � ..................... . I . : : 4 HC (I VAN) � I . .,I,qE L:,� ,�,J�I;J.T:N�,jj_ THEcp onp,%mimSs -v,,'HETI1F-11 rNNITED OR EL.F,(�Tl , .11 .. . ,40NIC IN FORRO. FRE-11AROD Ey TL ft! U_,1�1C_.jNE_­.'�/ ;II F -�J�! -.. f3- ? C 'i- 1. I .0 '. ... .. ARE ; NST JR � kl F. N TS CDF Sm F[V: C, r TH nOUGH 10,1HIC H THE DDINT RACT OR 3: fA.M. EXECUT E THE INOfll K DE SCRIE.z D H EP E IN ON LY TH E ' I . � I . I . .............................................................. m ............................. � .......................................................... � .... 1 ...................................................................... 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EPE 3t,'11!I71,I­j,"f0I.!F-E0n EpR;")11;I,..r -,o � 'o IHI I !'%: uPP­If-r,Ar-.E -F � r - 11 , ---f i'll-for"(s, -1-F. Fr...'�V�.�-�,,�PJ"7��.�PEI,.-�l'IVE-.C,'Tt-IIERP-Er..�,,.-",f,4AN-CECO?q!"RA,-T ., I . � . .. I I I I I I . I . . I . . . . ASSr ,.'H::I*_WNTI ,NFRAGI'DOCL: PNI'E. -`Er . I - I -;E. GO I hp. S . I . . I I I . . I . . I I I I � I I I I � I . . I I � I I I I � I I . I I I I . I I . I I . I . I I I I . � I � I . I TH. SE ., , 1'11�UER ON �- . ESE. -OnAIVNIINGS SHALL 1,4011 E­ :31--n BY THE G.IDNTRA.�;TOII, SU-V�0Nt1'r,A0'K)FI, MIATERIAL OR, r-00PIMENT S .. . ....11-Fl. I." .. , r--0 �� .!i:; . 10�:U.(,'TS -01`10N ADVI TIOINS 1*0 THIS PA0111FC7 1.1itiTS.0r. THE'. 0R.:C2!!,-A!, . XNPE OF I -An, �31<8, VVIT: 10: -I 4i, siti.if .,', 1,1,1: jT'f'­tt�.1,;().NSa..1q'j 'I , i . .. 1. i_ j: t f I 4 V, E N G I IN E 0 �. � ,� . . I - I . I I � I I � I . I I � I I . . I I � I � . . . I ­ .1 I 1. I . I I � . � I . I 11 I � . � . I � � � I I � I I � I I � I I I I I . I . I I I � � I I � I � . � . I � I I . . . . I ,� . � . I � . . I . I I � , I � � . I CIPFIr' 1:0,;E.S SNAU ONLY NIEAN CONTILIA,110E. T�') I!f.,GI;-.A'f0RY R,E ljii .-N E '; , , ,,IAI.�',i.;'3?�'.1�,SIC�--�)OF"rl-!�.-'.-,,�F.111,A-.'�",'iC-RE UH.AT01".YAGE� . 1. ' ' ' I.C.) I Q I IE. ,I N. � A N S I I - NC. T U t, .r . . .") 'ALI I ',EC�",).',ISI*RUr..'-IAS1:'.'Jr-�LIC.tl,*.':�'��J,)��l-e*ll-�-'Cif:t-.,,4i'Z:..\-,�3F��ll-t�;.,.i;YF',!C,I-:"*SIDR,IT!-IE:�RE-Sl-*�',Vt:�.,t�,:,,�i'[:�. I � . I � . I I I � . I I I . I I _. � I I . � � I � I -_ . I � I . I . � � , I I I � . I I . � I I I I I I � . . I I � I I . I 1111_��­­ I . � . I � I � I � I . I . I . I � I I . I . I . . I . I I I � � . I I I . � . I I I . . I I I . I I . . I � I I I . . . I . . I I I I . � I . . I � � . I . � I I . .. I I .. . . I . I I I . � I . . � I . I I I .1 . . . --,*) PROJECT NA�E, : . � . . � ENGINEERING SITE PLAN AND DIMENSION CONTROL I PROPOSED LA QUINTA INN & SUITES I I � I I GRAHAM ROAD/STATE HIGHWAY NO. 6 1 CITY OF COLLEGE STATION, TEXAS . I � 1.727 ACRES � . I . I � � , ORTERIDEVEWPER : � � I I . I AMR HOTELS LLC. � . . � 420 LACEBARK DRIVE . I � IRVING, TEXAS 75063 . Cell #: 214.395.9398 . . I � I . . . � I I ENG1= COMPN& : I I � . I � . . I I I I � I E.M. FAGGETT ENGINEERING . I I I I P.O. BOX 17605 � I . � FORT WORTH, TEXAS 76102 1 . . . . I I � I I I � I � PROJECT STAMS: I � .* I . _- I I ... � � . I . . ENG1WER'S S.TGNEQ/S=D . I FOR PERMITTING . �­ ! .;. . f. . . � , .�..�!I,*;* * . . . .1 .1 . �.. ;P* �' '"i "'I I S=T : ..;.�� �i W.�. ,, A '' . I . - . PROJECT PRINAGER: ... -;k-, .t . :,I�,il�. 4. . �� .. 7: ... 4 . I . . � ..�, '.. . . 1.1, . : .�,.� i . .. ... . . FREDERICK L. GATELA i. ii ..: ------- . � . . " f d-;:;:, .. ,:.. .. .q . . I EESIGV COORDniATOR: . , 1. C 1 . F. �4tt��FI��­�i�W t!, �.,I. ii, �,�'. , gi.�4t�i;FI�­�i�l� ; . , I , , ... .. . ­2, , ... - . � .. � j n, � : 1 I, I � .. � I DATE . J,,.�­ :,j 1,.O-. . , . ... oCit,".1i. '.0. A- .. . - . I - ., - � N *� ­Zt,-, I . t� - ,4: CI�N% � , � . 0 . � . REWSION DATE: 12/02/13 ON THE DATE INDICATED HEREIN. .4 I . . . .. I . . - I.. � . ,� PLOT DATE: 12/02/13 ALTERATION OF A SEAI ED DOCUMENT - . ... . . . . WITHOUT PROPER NOTIFICATION TO THE, :,� . :1 . * �' ... 1. : :1 � I I 1� "...4. . . d.. . DRAWING BY: RESPONSIBLE ENGINEER IS AN OFFENSE I � , . . b . . : OF: � �*, I � UNDER THE TEXAS ENGINEERING ACT. I �.. � � I I -----./ . I � . . I . I � . � I I I � I . I . I � I � . -kk p! �4 J4 �j