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The Quarters at Luther St Apartments, Site Plan
_- -- �- �'`� �� �� I.,,,,.,, C r —�;.•.e.�--..��,.� a � �� , � j tt�y r ' �� `�� �� / �� / _ 4 � _ _ �k�� � � "r � .a/._ �... � � T - =� - - �. 'I� "�:.� �.'i �.'�� !,I �4 �� !I .., ' �� ., �I ' _ _ _ -_,_ j I II L THE SEAL APPEARING ON THIS DOCUM ENT WAS S _ �M. AUTHORIZE BY OFEGEND DALEBROWNEJR. P.E.P. . 81890 P , 1 UALV. UALVANILLU 'IA. IAIIv1v 0 0 H.P. HIGH POINT STANDARD STD. O a o a HGL HYDRAULIC GRADE LIME TBM TEMPORARY BENCHMARK O O O O O O D 0 T IN. INCH / C TOP OF CURB �/ L.F. LINEAR FEET- T GRATE TOP OF GRATE- TOP OF INLET 0 MH MANHOLE T INLET 0O / a IN. MINIMUM T MH TO P OF MANHOLE o a M 0 0 0 / 0 0 0 MISC. MISCELLANEOUS TEL. TELEPHONE O � NG NATURAL GROUND VPC VERTICAL POINT OF CURVATURE OC ON CENTER VPl VERTICAL POINT OF INTERSE CTION OCEW ON CENTER EACH WAY VPT VERTICAL POINT OF TANGENCY O U% O O )OL:gffl(olf _ O.D. OUTSIDE DIAMETER WS WATER SERVICE' r J *[ y4 SHEET No. col `" NOTE. LOCATION OF EXISTING BURIED UTILITIES WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY i EXIST UTILITIES WHICH ARE NOT SHOWN. THE j THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING i COMPONENTS FOR CONSTRUCTION SAFETY. AND PROTECTING ALL BURIED UTILITIES. { OF 1 13 SH ETS i U-_ SD PROPERTY LINE A SD BOUNDARY LINE Lij C 1.5WS RVICE LINE W/SIZE, 0 SD 0 1 1 : m SD-_ E PROPOSED WATER SE jr 7- 6 W 6 W PROPOSED WATER LINE W/SIZE Jones Pd. 4* 1 6S 6S* PROPO I SED SEWER LINE W/SIZE X .45 (0 P� —1 EXISTING WATER UNE� W/SIZE 6W —18SS— EXISTING SANITARY SEWER LINE W/SIZE 0 x —X—X— EXISTING WIRE. FENCE Pro ed P.U.E. pos co Detention EXISTING WOOD FENCE TP i e Flurne �A- Co Pond #2 N`Y��T ""R ncre OE— EX. OVERHEAD ELECTRIC LINE CL (See Sheet 6.) -fl P9 . _1 _. "1 4 -4;7 0 7TYPO, e U11d"' S 44 -490 EXISTING CONTOUR CL 0 R1111"h V of 0='N 7 Dual YO Irrigation Sleeves Pal, E e --R SITE 5 ic m CL m 0 "R6 V ELECTRICAL TRANSFORMER PAD TP] F I rr 4,41 3 W" ELECTRICAL PULL BOX -32 _M_ ELECTRIC M 'R FE I AL ET C to %"P Proposed Bike Rack t o; x 0 H.C. w" k IYPO 2) co 'rop. idewalk 2 4 5.5' Si x LU 3N 3�ql_4 J6 I � . Q 3NVI /a 9 C-SC R4' 0 ABBREVIATIONS 34'-4" Prop. Irrigation Slee 3NVI 381-4 15 z �;6 ves ,,yp.j X Proposed Concrete --ITWI 3mJ 18 -I (See Sht. 5.) INVI 3 12 13 14 20 C) �21 Porki,,, AV 1 3811 + P.D.E. PUBLIC DRAINAGE EASEMENT 119) R4'- 22 0 1 �3 P.U.E. PUBLIC UTILITY EASEMENT 23 24 25 Commonwealth Austin Ch. L.P. 2 SD�: 7tL R.O.W. RIGHT-OF-WAY 3 27 a Proposed Fire Lon v 1 3NI_4 29 NVI Melrose Subdivision Typ) B.S.L. BUILDING, SMACK LINE 1pfog. Arc) 2�mz� 3NVI 3 R4' R4' N R4' 6%J\e Lot 4A, Block 1 81-1 (So, \e 3NVI 381-4 Vol. 6702, P g. 38 0 3NYI 3Ni + 61 62 Zoned: R-4 7'-10, 63 3NVI 381_4 R*' LOCATION MAP 64 3NVI 3, R10', ec-ec 65 67 3, R4' Prop. Fire Hy 69 3W) 00 SCALE: N.T.S. 9.000 7 71 3NV CV (D n 1. This property is currently Zoned R-4. + Nrz . ! i R4-\\. 2. Owner & Applicant: 0 7 NVI 38ij . 1 `11 - - "T a�' 5TI 15 7� I —CA- Tije-letar Mnnh novoinnmAnt I I r 41 74 16'05'09" E 7 drant --7. 7—,3 + LINE TABLE LINE BEARING DISTANCE Ll N 44! 14'09" E 10.00' L2 I S 45*46"16" W 1 0.00'�� . ____ � ! , - __-, _____ - __ - -, __ - __ ____ _____ ___ - - __ __ ____ - I � ___ � - _____ - - - - - ___ ___ -1 - __ - __ I - 2--i I � .1 _. " - i I , __ I _____ _ , - - - I __ . , I I I I 1, I � : I I I I - , � , , - - , . , � , ., - - . � . - - -_ I I --- --- __.- ___ - ____ I __ _ -, _____ - � _ _;,_, -- - ___ --- _ -, � - - - --.-- __ - --- - -, ; --- - -_ - _____ - , , . , . I , . I . I I . � 11 . _ 11 . . -_ - 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 .1 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 " 4 � 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 r I 11 I I . � I I ��, I I � I I . I � . I . - L - , I � I . I- � I � . I I . I �_ -,/ I I I I . I � . I I � I I . I . I , � . � � � - . I ,. � - I . . I THE SEAL APPEARING ON THIS DOCUMENT WAS 1. .. � .6iiiiii '�, . � . . I . I I I . . I I I I I I , ... X. I De ect, I- I I , I - I I � I I I Building Wall I I � I I I � I I I . I I I . � . . I . I . I I . AUTHORIZED BY � 1. I .., I Ob 111% , � I t� ,Ii��It��I_�:'", - . ,1 -�,-�,.,-,-',, - - re-, -ab 7e Warn�in 75�MWMtT�`_41,11v,�12 , I Building Wall I . I I I - 77p�� - �� 1, " "I""g., . (7',,&,7 - hdk 97t ,� , , , -, ., - - i � - �, ,"rwq � I . . I I I . _ , a -e n"20 'V�'N'..q"J�6J18Jj,J1 _�,,,- ',, "ri";., ,,�,2, 1 � I - . I I I I � , a7qoia�7 --,.,,,,,,i 3'li�,p".,igl�,ii -� . ..... 1, � - - I I . I . I . . _1.'k3 , .1.1, ii I � I � . I I I - �7�e�jp,� t "ji __ . 11-11 ',-_� � . � . . I jli�; -�Ic OF . � : , , I I I � I 1. J. DALE BROWNE JR., P.E. 81890 , ,, I 4P '\F . ......... . ,K"Ke" , ,;'� "T'a, �%,6�� 1-g.l I ,,-�,AZM , � I I I � I . � I � I . I - I , 4 � . - k - �_ � ,� " `�� I I . I I . I I I I I I I I . � .. � I I -- " � - :, tj - -�--r .", -,,.�f ." , w�, . . I . I . � ;�_ , _ ", , sudoc ,_,11 - - . . . I I I I � I � � � � I 1. I 1. I L - . I . ... . . �, 1-1 I I I I . I I � � . I . I . I I I I I I I I I I . I � I I dr .. .IV I . � 1. 1 . ',��111: " I � . � . I . I I . I I I I � I I � I � I � I I I I I . I .1 03/23/09 - I I f, I , ': - . I I - I I - I . I � I I . . I � � � I � 1 4w % * 0 I . .� . -_-� - ,i, . � . I � - - � I � - I I - . � - . I I I I � . . . I % . I I I � � � ALTERATION OF A SEALED DOCUMENT WITHOUT 0 � . 1. . :11 I I � I I I 1 ,3'-I'- - - 5'-65' I � I � -3'-I" -5'-�6' . " - I I : I I . I I . I - I PROPER NOTIFICATION TO THE RESPONSIBLE * 0 � 'I'll . I I . I . I . I I I I I I . � - � I � � � . I 0 * .1 - )10? . * 0 � I _ . . - ", I . I . � . I � � I I . 11 � I I . I I I I I � . ENGINEER IS AN OFFENSE UNDER THE 0 .......... ..... i .1 ... ill . I I I . ..o... .. 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 . . 1. I . � I I I . � I I I � I I TEXAS ENGINEERING PRACTICE ACT. 0 . / � - I I � . I I I . I . . I I I r . I . 0 J. D LE , EIRR"�,.J�. � I . I I I I I . ; I I � . I . . . I I � I . I � . I I . % . I . S I U0 0- -_ 1 5 1 9. I I -_ I I � . I I � , I I I . I I � � I I I I . � I I � I . 1. � ' 1. I I . io 00 I I . I . �, I I � I I . . I I i I I I . I I I � . I I I I . . I . . I . %. 1 818901 .; D.- 0 .1. � I \1 I 1.1 . I I - -1- I I .-2 1 -2'-3'- - " 2'-3- a* . . . . � I 1 -2'-l" - - -r'- 4) I . � I � I I . � General Erosi)n Control Notes 1. I I I � . I I � .11 - I I I % I e4;;) . 4i 0 ". . i I 1. It ., . I II I I , 2' , I I I . I . I -1 1 14' 5 . . C I � I I - . I I . . � -- 6� . 0 11 I . I I I I vlr� .... - . I , � I ; I I � ;, ik� 1?z , 40 A I . I \ . I 1 3 / - I . � �. � I I I I . I _J I I i - I _J - I I . 1. It is the responsibility of the contractor to prepare and maintain a Storm Water. Pollution . � I I . I I . � � 11 - . . I I I I � �� _.... , d6F . 11 . - sox 11 4.5 X . I � I I I Building Prop. Grade � Building Prop. Grade I . Prevention Plan in accordance with; the current Brazos County Drainage Policy and EPA ' . , - - . I I � . t__ , � . I,/ . I . I I .� I I I I I I � 11 1. "I I . . I � . _� I . . I I ,_� I .. I I . I I . I . � requirements for storm water discharges associated with construction activity under General � ,, � � , I � I � I . -_ 0 1 1 I q I I 0 1 1 . � , 11 I 11 8. 1 1 1 1 � . I I . I I I I I T � ___ � � : 0. . � I I Grade to Drain. I I CL - Existing Ground , � I � Permit, USACE 33 CFR, & Section 404 of the Clean Water Act, & Texas Pollutant Discharge I .1 I I I , I TS TS 328.80 TS S291�1 / I I f (Typ.) 2 Existing Ground � I . � I , � r I I . I � . I � N: I I I I., I � I I I . -1 --I-- � EL � . 4:1 . . I I 10 � � Elimination System (TPDES) General. Permit No. TXR150000 as administe . . IF I I , - \ � \\ ,8 - .1 I I - "' Ir llzcz� - .. ,� I I � a. - - - - � 11 . . . �.. I I � I � I I 11 f I - .15 , I / . 3 ) I 1 _+6" . . _\ . - Z . I SUED FOR BIDDING : (6, 115 728.223 I I I Curb Ht. Varie " TS 3 � 3, 8 *3" 32 TS/TP 3�8 02021 i 7 , . I I. 11, F I . I Commission on Environmental Quality (TCEQ). � -, - I . i1d_N11;- -- . '4, - -.11-11- I ,� I I � I I I 11 A ,� � � , , I .. r��'�,,i � ��i_ . . . � . . � I . . I -_ E: 3551856.21 � E: 3551859.70 . / / - / I , . I I I . � . I -1 I I�l - I'M � -_ - - . - I / - - - 11 I ... _� I I I I . I I N: 10202181.96 . I " I I � - - - - L � I i �; (TYP.) � .9 . I I E � I . � � I I I 2.The .contractor shall not allow sediment to leave the work ared or enter any adjoining I , . 6 � / , / I . I I . - I _. � I � I � 11 .1 . . I I . I . � I . . � ........ : ? I - . . , , I / I � I I I A .. . - -111 I I I Z I I I I I . channels. , Additional measures to those shown on this plan and described in these notes � AND CONSTRUCTION. , � .. \ I I'll, . . I I . . . I r I : - I 1. 4 .1 � . I I .. . I - . I I I . I . ... + I I 8 . . / I � .1 . . 11 1, I I � I . . I � � . . I . .� may be required to prevent sediment from leaving the work area. The contractor shall be I .1 I : . 1. � . . I . � I I I � I I I . I I . . . . . I . : �.. �! \ - / I I 11 � �. I I .1� I � I I 11 I 11 I . I I I � I - . responsible forclean-up and restoration, to ,original condition, including establishment or .1 � � . I . .. 1. . I . � I I.. Compacted, Fill I CompactedRill ; I -vege . � I I � . I + i �\ 11 I " I � I I I . I - . I . .1 . I I . . � re I tation of any lands or channels affected should construction sediment bez found - 0 � � I i 16 I . . I %. 11 I ��. 11.1 I . � / T�'329.14 / � . � . : I I � � � � I I I I I 0 1 � . 11 *N4.1 :. � I . . . I . I 11 - . I IL I I I . . I I I � I I outside of limits of construction work. I I . I - I 0 a �, I � V I I I I I � I I 11 . � I I . I . . I I I . . � 1. I I I Concrete Channel , I I I . I I 11 Concrete Channel , I L I . . � . 1 C-4 CY I � 11�, , , : : � / : / 1, . I I I I I . . I I I I . I I I 3.All disturbed areas are to have establishment of gross at outlined . a- I (L � , . / - I I I I . . I I I � I below. Contractor is . . M I , , , I -, 1 3 1 . I.: - _. IFP, 'W I , . � - . I I - Approx. 100-yr Water 11.1 � I - I I 11 I I I I � I Approx. 1 00-yr Water I � I . I 11 I I I I I . I I � � .4� 1_� C6 0 1 1 TC 328.73 � I I I I I I . ... I � I . responsible for watering, maintenance and establishment of gross for a, period of 90 days I - X 1 -,.$ V I., - . I I I . . . I . . I . . I I I , . I - 1. I I � 11 1 6 : 1 ;� _J 11 I I - � I . I 11 I . Surface Elevation . - Q . I I I . I I . � r .. ZE 6 I I I L - - . I . . /. I / . I Surface Elevation: SECTION B B I - � aE I I � I � I beyond project acceptance.� Contractor to guarantee all planted material growth and coverage _> _�l I - --I-,- __I__ � - -11 .1. k- - - . I I I . I . I I I � � I I I � I I - :11 " I I I . � . . 1� I _CTION D 1. . � � I � . � I � TP 327.95 ( , �\_ � __K�� - T _1 - - - � � � I I . . I : for a period of 6 months. Growth and coverage shall be defined as 100% of the planted area I I C I " � ,. A I I I SCALE: N.T.S. � � I I I . � X � � - "_ � I I I I I I SCALE: N.T.S. I I I I I I � a 10 I . I I � : . . I : 1 1 X6X I \ 4�.50% 1 ' TP 328.62 . I . I . I I I I I .1 .� . . . I I I I I I I � . � I .1 � . I - � I . . � I � I I ., . I , I . . � . � I I 11 I I I . I I I I � with uniform coverage of gross greater than 1" in, height with no bare spots greater than 2 . I I I . _� . , : 2, � � . . I I I I � . .. I 1�1 � I TP 328.21 . I I I I . I � I I I I � � I � I- I . - . . I I I I I . I I 11 � I I .I. re feet. A Second application of fibermulch is required for bare spots not meeting 11 I L - - - - - - - - - - � I M.- . / - 11 � . I I I I I I . I 11 I I 1 6. 1 .. I I � I (See Plan Sheets WOOD FLOAT FINISH . . I I 11 . I . " 9 9 W � - - - _. - -, - , -4 L - ..�,_ I - - J, - I � . � . m 6"_ 2'_6'_ . _6" � I � � I . . . . coverage requirement within 60 days of initial application. Areas adjacent to the building to I L_ I I I I I I I . . � � 8 1 1 I I I I I I . . I . I Compacted Fill I I I - . 113" (Typ. . ) I I I . . . � � .. #4 Bar (Typ.) . . I 11 For width, and location) N) REINFORCED . � receive block sodding orhydromulch seeding are.not included in this requirement.. .. . � I . I 5 Z 0 0 1 1 1 1 1 1 . I � I I I I � � I I r I I � I I � I . � I .. I I UJ W V) . 1. � . , I � . � I I I I . I I . � 1.50% . � 2" CONCRETE SIDEWALK I . .4.Contractor is to maintain erosion Control throughout duration of the project su I I 0 � I I I 11 I � 1 4" THICK (MI . � I I � � I I .1 P . . 11 I . I I - . I I . I . � I . I I 11 I I L I . . I . I : ch that all work - � -C Z �4 8 � � I � � .1 11 � I � I - I � . � - � I I I � � � F Tzi I � 0 0 . I � I I , I IINSEI I ''I . � .1 ''I I I I I . I I I I - I I � I , �, - , i. � , - I - � � � areas are to, plan, grades once vegetation is established. .Insure sediment is not transported N � . . I . . 1. . .1 I . I � I I I I � - I 11 I � I I 11 I .1 I . Surface Course .�', ��,!. - - I 11�'.� �,�- ,,; , i��, , ,,�-_-,���'__ ,", r, I I I I - I I 1, I . I . I I I . � I - r . . � I ;. �!" 1 7��, � I I I I downstream from project via hay bales or silt fence installation. . If erosion is observed in the , , � � UJ 3: 0 1 . . I I . I . I I I I I I . I � I I - I 1. - � . .1 I � 6" (Typ.) I . � . I I _,, ;.. I .1 I I I 0 0 - I . . . . = . I � . � � � . I - '' �� I I I I � I I I I . SCALE: 1" 10' . I . . I I . 4 1 1 � ....... I ..... .. �T,.�� - I � . I � . field, additional erosion controls shall be installed. . r I . . I I . I � ; 1 4 . � . � . I .. .,.'.*.*.*.*.*:.",.,,.,............:...-... I y I V V Z/ I � . . I . . � . �.� I I . . . I . 11 I � � I I - - . I . I . I I I I � I ........... I ......... : . ' I .1 I 5.Silt fencing is to be installed per detail. In lieu of silt fencing, Contractor may use straw I . I : . � I . - - - - - - - 7 - I � � I - I .1 � I . . 1. I 1 3 X 12" C.C.E.W. . I I � I I . I . I __ - --- I . � 11 I I .. . . I I I I � I 1. I . I A I A I . _11 � . I - � I 11 � � .1 � .1 - I I I bale barriers or continuous extruded fabric berm filled with 3/4" gravel upon approval of the . �i . I I �. I , I I I � - , I I I I I � I I I I � 0. . 0 �� .1 � L I � I I . � engineer. Sedirnent to be cleaned from silt fencing ,or other sediment control devices when 1. I . � I . . I I : � I I I . I I � I - I - TP 328.23 , � 1. . � � - wood� I '' . I . \ I : . . � %PDAP 252-7.57 1 \ I ��_ - . 4 . I I , . . . . . � I I I . I I I I - I . I . I I I I . . 30 . � I - - _� - 1 I , , . . � : � I . .., 11 I Subgrade material compacted to 95% depth of sediment reaches ice. Contractor is to insure ,erosion I I � - I � 1117 " � I # I � I . I , r I I I 11 * � , , � I LP � // I I . � - ( I- 11 . . � I A 'd - � I I I . , . . \ *-,-.00X ; I . . 4.50X .1 � / I I - . Typ.) I \1 I --�-.-. I , . - . . I - .1.. . . I ... . I I . . I I I I Bar . I I . I � I - -113 total height of dev 1, � . . . . .. . . - - - - - - - - - _\1 - I -_ - - _. -_ -_ I I . I I . I I : � � I I TP 327. . I Z_ - i . ..� #4 x 18" 1 control d Vices are consistently installed and pr perly maintained. :, . - _. - . . \ r I 1 . Standard Proctor (ASTM D698) at 0 to 4% 1 1 1 i I I . .1 I I 1. .1 I I � I I 1. I / .1 I � I I I I I I � � 0 12" O.C. 1 above optimum moisture content. . I � I - .- I I . I . . I I I � 1. M , ,� I � I I I I \ I I � � � .1 I I I I I . . I . i . � I .1 I I . .1 I \ . I I I � I 11 � . 11 I I . - I INOI & NQJ INFORMATION I I ., I I I . 11 I I I I I I .1 � 1. I I I I11 . I / I I . I . � I I I I I . I � . .. I I . I , I I I . I ,� I I � . I � I � 44 43 1 � 4Z R 41 1 . I I / I : I I .1 . 1. SITE DESCRIPTION I I I . I � � � I � Z I � . . I I . . . � I � I � I I I � . I I � . . Tc 328.5 _\� - � I , - : I - I - I USE SAME STRUCTURAL SECTION FOR 4" SIDEWALKS NOT ABUTTING CURBS I . I . I I This 1.58 Ac. construction site is located in College Station approximately 1,000 feet south-west. . � � .1 � I . . � . . I I � . I .: - TC . �328.09 . e J . 1. . I I � . . . I � : . EXPANSION JOINTS 0 60' SPACING, CONTRACTION JOINTS 0 5' SPACING I � I -w�Butler Road. The site is located at North I I "� I . . I . I , , 1. I 6F I . I � . 6" Lime Stabilized Sdbgrad . I I � . - #4 Bar,* 18" O.C.E.W. , I 11 I I I I � 11 I I � I I from the intersection of Luther Street, and,lonesi 0 1 1 � 2 (7 11 � (7 in , - , ,, RP I �. I I I ,� I 11 . I . I I I I I � . i I . I . I - I I I I Latitude '30*35'34" and West Longitude 96*20'33". The activity consists of the construction of a I I . I Iri _ I . I I . I � I I � : I � . I I i I � � : I . I 11 *11c, . N: 10242093.0 1 . I I . � I I I I . �. I I I I I Detectable 16 . q 00 I I � I I � . I � . . I I . I � I . � I I - I I ! I I . new multi -family residential development and the associated utility Infrastructure and grading - . � .1 I 0 N , E: 35518,00.51 1 1 1 . . � I I � I I . . I I I I I . . I I \ 11 n - 1. � � .1 . I . 11 . I r I . I � I : I � I �, improvements. The only source of pollution is the. erosion of exposed soil. Storm water from I I Warning . . I I � �". I 11 .1 11 . . I I I I . .- . � � I I . . I . I I � I I CONCRETE. � SIDEWALK CROSS SECTION � I I I �. I ., . . I the site flows onto on ,adjacent. undeveloped track where eventually ponds at the intersection of I � I I I .� � I . I I t-1. I � I . � � . � � . I U) I u' oce � i I I . I � I . I I SECTION A -A � � 1, � I � . I SCALE: N.T.S. I . I I I . I ., . � I � I I Luther Street and%FM 2818. The contractor is responsible for containing all sediment on -site by I i . .1 � . � I I . I (Typ.) TS/`TP 327.51 1 1 - TS/TP 327.59 � I I I � I I I I � . ,� I I I I . I � I I � I I SCALE: N.T.S. .1 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 utilizing siltation control devices, washdown areas, or, seeding and sodding applications. It is, I . I - � � : I I I I N: 10202098.38- N: 10202094.89 8A6 54, . I � I I . . I I I . ..� I I � I � I E: 3551775.69 � E: 3551779.27 � I � I � � the responsibility of the contractor to utilize whatever techniques that are -necessary, to prevent i I TS 327.9 1 - I : i , , . 1� . . I I I I I 11-1( \ \ \ \ / . / / ; / / / / . I I I I I . I I I I . � � I I 4.50X I I I I I I I i I I I I I I � I � I . I I 11 0-\ +,--,-O% 1.50X ' / � I .1 �,150X I Vi . I .1 � 11 .1 I I . � I - I � I .101. I / � I � � Melrose ,� I I . I I ., I . i erosion from this construction. 11 I I 11 . � I I � .1 > I I I I - . . I I I I � \ \ A \ \ 4 / - / / / / I . ,� . ' . � I � . � � . � "' 0( aoo�a '-TS 328.08 , 1. 1 3 Z8.82 � I I I I I I . � 1� I � I 11 I � I I I I I Lot , J8 1 1 1 1 --I I I I � I � I �. I � I I I � . I 1� I . � . Lli � . I TS 327.90 . 11 �� 100 D a a ( , - . I . . I � . . . . 1. � \ I � \ I / - . � I I I I L � � I I . ! ".. - I . 11 I * 1. I I ,� I X , , E3--SD- � SD- I Vol. 6702, .i i I -_ - - I 11 .1 =.--'f 4 . I . I . ,_ I . I I � � I � , I <0 \ \ \ . \ / / � / / / -_ - \ � I I I I I � : � I I 0 � I -SD I - I / * 7 , � I I I . . I I I IN-1 . ')a I . � I � I / ,- , , - -SD- I 1� i � - - I I .. I I �1. I . I I . . I . I : . . I . . I . - I I I . . I I � I V - - -5. I - � I I . 14'-2" / I - [--I'-6' 1 I I � I � I .. I I ,� I � �, \. � \ \ /' I I / / / , - -_ - - -_ - . 1. -SD- -SD- -S - - -7---7- \ -1 . / / I i I" --, I . ,� I 1. I ry � I \ - 7' 5 -6. 1 1 1 . � III \ � . / / . �_ - . \ I I D _,__-SU_-__:�- I I I I I . / r I ", . . I // I � I . I I I - I . . � � - I I � I I \ I � --=7-SD- . , . , / / / / . I— '--, 11, 1� ., � / . . . % . ; - � - I . - - I - - - - �`! -, - I , �� I � � \ \ I - - -- -- - - - - - . � 7� / -=-- - == . f, " � . I � f I . � I I � . ,. � - _ . . - ,�-,- -� - I i , -_ -_ - . . . . . . - - I , �, ,�r��'�', ", - I --- _1 ... I - - - - - _ --= --SD - I � : I . I I Z, 7" 6A,,�&�,' I � � _ ,", ��,�,A,,,��, `R-,'%� I -- -1- - _. -_ - .- -57PD_- - / 1-1 11-1 � � I � I I i-t � - __1 ", � ., � I � / , = -----:,-- - - - � TS 328.10" g __ I , , �0. ,z x,Z0)1.�"__�iJ... . t:�_32:820�0 ,,, � I I I \1 \ / /Control Point ,J1 � I 1'\ - -:-- NL -, , -1 -11, - . , .� - - 1.111-l".- 11, . �,, _.L , � I—- ", -� ,'z��,,:, " . � � , \ I \ I I \,L � I . " - �;�:� �:�, ,�� _ ____ � TS _32_8.17--�-T gr,,V�r,�� I � I � / � ,- - 'S 328.17:. i�,5,L 5 A . I , I / , I I so , I �� ,,,.-, , - Q,�, , �, !E "iA _--ii- I � I T � ,/ � / I / 2" Iron Rod . � . - - - - I - - - - -_ - - -_ - 77 � -, -,__:�, � I I I 11 : -, 1, i_ 0 .11 .... � I I . . - I _�__�___ � I - I ,_ , .. . - -, i" I , � __ � Grade to drain into Conc. Cho - - - --- - - . , - - - � +tt,i -__3D ., - . I I � I I . , - -! -;�,�--� ,-1-�,;,4�� , r , 02 -, �iiy; 'i __ � I I . nnel. ,�__ �iu_ \ I � '6_ , ", �, \ � / , I � - . I . "p, __ � , ".., ,-_:,U-� - � -, .1 . " U 64,��,,,,�,-��i,-���,,,�?""��,-,��.- . � / , - \ . , � � � I I - 1111 , I X.=� � '' I � I I I I r I I I I . � I . / / / -/I -1 - - . I I 11 . I ------- 7�----�-�� 17--_=11 � - . . __ I - . 11 I , --. "'. �, 11 � `�, �, - " P.?! �� �p ���','.'�'�%���".-"";"�,,",,,�,,', --�i, + I � � 4 ��_ ,-,�,-`,-,,,',O�� , I - I I - -----IV I _. - . I I 11 ,c�� ._____1j;_ I I � I I I I I ::Z/ - I . ... ��_,.__ I 1. I . � I I � - - 1 1 - �__ \_ I , Ili, _1�,, 1 1 � \ N: 10202327.32 - __. I I _� i I � - - . . I ,A , - 11 -1-1 - 11 I � 8 I 11- il -, , I r � I I . \ \ . __ .�---'---��SD- - , � _- "-- - _-, SD ", � � � � � I ` I , 1 , . � - � - . , . IV2020 I� . - � � "', -arni-P ,� , , , __��_,, Elev: 328.05' - \ . , - .� &.' ��. - I ..� ��__ . ] iN �L , U . I I I . � I 1� I I I - I - - , -,, I / .- -- __; , -�;_SD I I � � rft 11 I . � I . _ . z- ff�,,-�-, ,\1 I ., � I I . � � .. E- 3551784.96 . - - __ _�_ - - F -,- - -_ I J_ ____ - . I 1 13, a- I . I - - __i;��/,\, , .1.1 - . . -'9., . . . . � � - � I � . : I I I rL-328.34 � =-7L7�1---- �-/�, /�( - . - � . I I / y I tlz- - = -:--- ., I ___ " � � - � � /� / /� -7 " I . I � \ - I .N: 10202180.1 1- If _=�� _J � I . . I . . � � I I I � N: 10202294 61 1 � � - - , _:::= �, , ". - - \1 I -, �1 � � 1. I I I I I � I I I I � � � - . Exist. Curb/Gutter X�� \ / / 1""I - I L.54 I - ::� y ---- - - - _, ,- I / Prop. - 2' Wide _ __1 - - xz X 1� - - I �- -12.9_5� -.5 �_ I i 1. . I � . � I L . I //, // - //_ . - . __ ___� hllr:��_ - . - .... �, I � I (To be removed) � / ---- I //-D - 11--_Z4-- //-- -- // -//-- "" / a I I . � Saw -Cut to Provide I I () � 1, - - - - - . I - //-//.-" , ,,,, " � - E* 3551920.69 ZH:� -=- 7Z . ,�_ 1 2-9-Z-5 .� I � I . a I I 1, I I I .. / I I I - -- Z , I I I I I I . 101118 to Neat, Stro . . I I . I I . I I I � " \ \ / . , I I - E: 355180 23- --*-- - I � 1 2'- (Typ.) /-1 -cloncrete-Chann-or I � X/ , -Z '1� , , Z __ 11 \ \ X ,_�E! _�:= -, ___ i_- _--_ . I I I 11 I - . . ,() � � I � I 1. � F-_--SF= 14 - . ;_- 0202 I 7 0.02,- Z � ---Z ;,VVICI � __� � \ , � I I I I � � I I I _=.SF-_ _Sp r� C Bid , . _/ - - � , //____�_. // // I I I � I I I � N. I �a_ _z,r,, I � I . I � I . _ , I �__ . __ :� ��� I . \, \ -6'- iTh�innh6f, - � , I I I I � I . � I -3F 9- --7/- 11Z '� + - I ight Edge . � ,� � �, / I -- %� 'D __: - _,%rL=3i_8.74 1. 11�' �, � \�� Krop; I . I I -1 .1 \ .1 A7, ----SF,= - sr-__�1_4 . I 0 - 0.50%. _� I Z2'-1 I" (Typ.) \ \'\ ,::: � . I I . - SCALE: 1 "= 1 O' Ex. Asphalt Pvm,t. I >k< � 'I , � ', I I - = ,32 11 - I I I - - --- - - - _ _ - - - 24.18 t-olog. ,�-/ , ,0.S0%.,-' -,� I . 1. I 11 I !Z � . . � . � I I � � . I . � �\ Match Gutter . I I q / , . . I ..... - 8.00 -1- � �=�� . - - �\ I - --\�, \ - �@ __ - - �_ - I IL-328.28 � \ I . � I I � . . I I � . . � I I I.. I I / "I - 11�� I _. ,�� I - . I . - � N: 10202kAO.53 . . � . I I � I . . � . I I I � I . � �. Grade ee Grading Plan `-, � \ \ -\\ I , , , _ .r.", - _, 1�1_7� " I I 0 I ::,�� I � - . r I I I . I I . . '" - , 71- 1 � ku I / / I 4 I - , - 5198843 � . I Z,73 �.�r,� , I I,A�`, 1 .,2�: 1 __�'_.. ��it, ,; '-7,7 1 1 ,,�, ..., R � - ..., ,�,. "I'L __. - _ , ,;��; I -.1 __,.Z,I.m��6:!�rl I 11 I ;�"'_ � . Pr6posed ; I I . I I " ,�,q,,�,�,411�', 111.11 .. I , � _g . � I . I I I I .. i'll, � � , . , Y a - i X , - I—- -1- ,11 I I � � � Prop. 2' Wide I .1 I : . I ,"R, IMMM", i,,�NILNk�5,,�l �:i �, .. I � � 0, 3: 1 - __ Z I � Ak"M I � � / Detention � 11A., 111-1-1111.11.1 do Sk � I . :�, 11 l-, �:�r� - I I - I I I . I . � � � . .11"1�4L � I I � � \ , / . ij� � ��,V�,-�L,, -'_:;:- 7 �, - �. -1- �- , - . �, : . I Ex. Base �74=021" 01 i X I ,�� : . . � : 11 I I - - ,.11_11111 ',-- ,�� t��: i: N"; . Concrete Channel I I - . .. . . i T, -a- ,)�,��",)�"-�,,,,�,-�,,��.�,i� -�,,�.-','���,�,,-,,,,�,'�,-�,Z(,,,,r,r,li,il'I.",i�. � az,z� I / cl� - , ��, ,. . - -, I I � � I . 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I , -�/ i_ �"! i R It _� -.`�F, N , M r, `�`--'�9,M`R.,� _'. , ,,,,�i ,,f- ,- -��,;.,' � . - , ""l-, "', , _zI .., ., �Zi; ,,_ , , - - ��" ... - I I I - I � _i, � _ - I Z) , I , �/, 'X/1 X/1 \ I - �_," - - .. .- Z'. , N , �r�_ -,-,,,, '01116/7 ,�.,.,,.V ?11 . I . / / - ,,, -i", atv r1i i., - __%, �'Q,,,�-!/,,,Zi , . I I I � .,.;,, , , " " " ` , _`1 , 1�' �' - - � -, - " -��, , , � I I I- X � . R �, ---J i ,r�� �--- ��,i I Exist. Stabilized Subgra � ;-, I'll, �i., "; �� - 15'-O"L--� '� ,,,,., ,, -�eT -,,;! . i, - ,;. � �'i .,� -�, ,J,----, ",7,@,,-- ;r 5F . � de : / \ , / � I \ � I - - -, I �_( I I I li I --",",,,�,,�,"��,�,�,�",r�,-'��',-','..�"-",,,-"?�,,,,',�,�'�,,-�-,�-r, -1 ___11_1i__,� .... . . __�: ,�,� � �,',,�_ , ,,,w6�, � �,� _�: ,W I I I I � " - /�_ - - '.i, ," .", , 11,; ,�,t�,kr -, ,�f�� n',, ,,,,,,,, a "S", (8,418 , `�"` ed Roof 28.65 - !i t,i ��,:!, � I -,,�U �, .1 �.,�i,i�,,.'.'-\ � . I\< \ , - -W �-;�2i% tM8 65 -� I , ,,,,, - A, , . 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I : - I `1 - 5- -5116-, $.V- - -- *,, . . __ . . � P / I \ I / / . . __.� �,%_� - - - - -7 - � I __ .- ,:__ --- - - , - - . " ____ __ I __ __ . � � �� 11 : ,,,, -�_ -- I I . � I . I I TS/TC 327.25 \ � I I I . I I � . \ / / . � I J I � . - I I I . I I I � I . - I .. . . . 1�1_ I I . . I � I I I I . � I . W � . / I 1. I . - . I I I . I \ rop. 2' Wide , � � . I � . . I I \ / � . � I - \ 7� \ , I I 11 � I � I I . / . Control Poin \ , I \ - I I I 11 I . . I Ex. Wire Fence : . I � - I I 11 I I I I ,� Control Point #2 1 . I I I ___1 I / / t #3 � 414 LF of Silt Fence �Pconcrete Channel I x. Wood Fence � I . I \ / � k I � V-0. 11 \1 11 �/ . I I [ I I / \\.- � . � I . I 1 2: . I / , I _O' 2" Iron Rod I � I 0 0.50%. 1 1 (To be removed.) � I I mg NP, , � F; ' 2" Iron Rod ; � . I 1. . I .� . � I" (TYP-) �? - / I (n I\ , Ex. 6" Conc. Curb , � � , ' "V91 F, ,� I ..�� � i I - II , . \ I ,r,, I 11 ,V F_ . . I . - P. �' ? �!; �Ec7. ;9 , - I . t� r;; � I 1 15'-w \ . \ I I I N: 10202168.03 , --- I . I � - I , ,,, I - � I I � RN4"-1.,,, .9, ,.15 'I , - I . I " - . . � I , Elev: 327.84'. 1 � / t 1:/ /, (TY0 . I � -E I ,!V �l E: 3551631.75 __ / � I 1-1 I ( I � � I � � � . I I . I I � I 0i 4i" . I I � � . . . N: 10201942.35 1 1 � � . ' U V E_ I I I 11 � \ 1\ � RP C�q � � I I I � . I . . I I / I , . � I., I � / --I I I . � COMP - N E: 3551863.47 . I . / I I I " 1 4_1 ' - .1 I . I I , ,_ � Melrose � � I., I � . .� I I I I . _ 6. . . - �. I . I zm I � � , N: 10202224.14 0 1 � - I " a . \ I //1 Lot I . \ / I � _� I I 1. � I I 1 2 LF of. �/ - . '11 --J-. 6- (Typ.) / / AdditlOn - �_ -, I . � \ E: 3551706.1 0 0 3- . : I I \ - (n I � 4A, Block I � I I �. ,� � I � I � .ET NO. I I Neat Saw Cut. I 11 11 ax. I O'.. 11 I I . . 4 � I I � I I / . Novosod , Pg. 227 --_ / 0 / I -1 e, I ) I I lot I I 11 I I � I I MAR 2 6 1 1 1 1 1 1 SHE' I , I � � I&,, I I \ I (Min.) . . .. � - - . _J I \ I / / I I Vol. 87-06, . . . I . , . I I . I Vol. 6702, Pg- J8 I . I I � 11 I 1. � I I I I I I � 1. . . . . I 1 61 . 11 " � ,�\ I \ - I ____, � I I I / \ � � I I I 11 - LEGEND I . I I . I �.� I I I � I � . / I --- I I I I 1 I I I I I � / . Side I 07 I I `,/ I I . I ,<I , � I I � . I I � . I I � walk ": 1\ - I I I I I 0 C? I . � 1, � I I I � I � I BC . - Building Corner I I I - , � I - 11) . I I I I r I I � 3 1 1 1 � I COLLQ-GE S,1-ATION ,,.1o::::::1� / - ,� 3 . I / I I / I F . 1103 1 , I . � (Min.) I � IiiiiiL #4 Bar 0 18" O.C.E.W. I . I I . . � I I 11 I FF - Finished Floor . . ENA, , I lh � �_ E'" " I � I I : I . 1) / 4 I . I I UINE, 'RiNG I -"\ I / I I .1 . I I � I I � Reinforced Concrete ' . � . RP - Raduis Point I . � L___ . �111_ " I - . I I � I I � I . I � L - - - - -4 J1 - - X_ / - I - ..� I" - /_ - - -_4 4/_ - _.J - - - - - - i . (3,000 P.S.i. 0 28 D ' � � � GRADING & EROSION CONTROL PLAN TC - Top of Curb I . � I .. I . .. I . I . I I ., I 11 I I I � I I � Cyst.) - I I .1 � I . I - __ - . TP - Top of.Pavement � � I I .. � .1. 11 I . � � i � . � � I I I � I � � � I . I I � SCALE: Hor: 1" - 20' 1 1 .. I . I . NOTE: LOCATION OF EXISTING BURIED UTILITIES, � I I I I � I I I � I . I , I I TS - Top of Sidewalk I I . . I . . � WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY I � i I . MST . I . . I � THESE PLANS DO NOT INCLUDE NECESSARY - . I I .� I 1, VICIP . 11 �. I � � I . . . C L . . I I � I , I I I TS/TC - Top of Sidewalk & Curb I . - UTILITIES WHICH ARE NOT SHOWN. THE . � I � � � 0 10, 20' 40' CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING . . . I I I I INSET . I I . SCALE: N.T.S. I I , . I TS/TP - Top of Sidewalk & Pavement . COMPONENTS FOR CONSTRUCTION SAFETY. AND PROTECTING ALL BURIED UTILITIES. � I 1 i I � . . . I I I � I I I . . - �, �A- * . 0 -.0 0 , ` "J,j 1 WO) 'P" if *� 4--,e _4_� -,-.' , I I I I I I I � I I � I I � I .1 . I � . I I I I I 0 1 � I I . I I i I I � I . I SCALE: . 1 "= I 1 O' � I I . . I I I I . I . I � 1 6= - - I : . I . . � I , I . -I,---- . . - - . . I I I � I I - OF 13 S 11 EETS 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 r . . . , I . . � I . I � II I I . I . . . I I . . . I � � I � I . I I I I I � I I I � _. - -, _. � . . . . � � . , , , , � I I � � . . � . I i � __ - - --- - " - __ __ __ _ ,__ I . -, - - , . - . . __ --- ____________._ I ________ � __________1__ I � ____-1 .___1_ --- - - - 7 1 [-- � 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 _ � Z . PU e E 22 9 i Connect to Ex. , 16 Waterline. - � 1r- I�s S 46'05'09 ,L`, 79.00' I IT t 0 89 88 87 Prop. Private Sewer Service 86 8 5 4 8 83 --- - w A Z Z w a � W LANDSCAPE ANALYSIS TOTAL SITE AREA: - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 68,940 SQ. FT. POINTS PER PROJECT AREA REQUIRED: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2,069 PTS. (68,940 -1000 X 30 PTS) - - - - - - - - - - - - - - - STREETSCAPE POINTS REQUIRED: 930 PTS. (2 2 1' RO A D F RO N TA G E M-I 3-0-' D-R I-V EWAY- A- N-D-3 3-' A-T-S -IT E - - - - - TRIANGLES 155 - 50 X 300 PTS.) TOTAL LANDSCAPE POINTS REQUIRED: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2,999 PTS. (NOTE: A MINIMUM OF 50% OF THE REQUIRED POINTS (1,500 PTS.) The V MUST BE CANOPY TREES). 5 TREES REQUIRED STREETSCAPE TREES: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (155 32') Arkitex Studio, Inc. LANDSCAPE PROVIDED FOR STREETSCAPE 308 N. Bryan Ave. Bryan, TX 717803 SYMBOL NAME SIZE QUAR POINT POINTS VALUE P (979)821-2635 F (979)775-8224 QUERCUS NIGRA 2.1 CALIPER AT 2"ABOVE 5 150 750 www.arkitexxorn WATER OAK SOIL; CONTAINER GROWN 10'TO 12'TALL TOTAL NUMBER OF STREETSCAPE TREES PROVIDED 5TREES TOTAL STREETSCAPE POINTS PROVIDED 750 PTS. SITE LANDSCAPE PROVIDED 0 ge 'n 'p Conc. pad for bike rack 2.1 -3.4CALIPER AT TAXODIUM DISTICHUM 10 150 1,500 E3(:, 12" ABOVE SOIL; CONTAINER BALD CYPRESS GROWN 6' TO 8'TALL A TOTAL OF CANOPY TREE POINTS PROVIDED: 1,500 PTS. CERCIS CANADENSIS CONTAINER GROWN 7'TO 8'TALL; 6 40 240 0 CALIPER OF 1.25" OR MORE RED BUD RHUS LANCEOLATA CONTAINER GROWN TTO 8'TALL; 20 40 800 3 TO 5 CANES WITH A COMBINED PRAIRIE FLAMELEAF SUMAC CALIPER OF 1.25" OR MORE C�Jp PRUNUS MEXICANA CONTAINER GROWN 7'TO 8' TALL; 6 40 240 CALIPER OF 1.25" OR MORE MEXICAN PLUM 3 GAL. CANS WITH A 15" X 30 1 30 NANDINA DOMESTICA, COMPACTA, 15" HEIGHT AND SPREAD 10 NANDINA Parking screen 13 E3 r- Waxleaf Ligustrum 16 shrubs CYNODON DACTYLON SOLID SOD ALL LAWN AREAS 0 0 ROO COMMON BERMUDA GRASS 4—J LIGUSTRUM TEXANUM 5 GAL. CAN, 36" TALL, 28 10 280 18" X 18" SPREAD WAX LIGUSTRUM 61-0" high wood streen fence GRAND TOTAL OF ALL LANDSCAPING PROVIDED: 3,090 PTS. E30 13 r_ I at clumpster x 7 7'7,777 7 7 C Waxleaf Ligustrum screen IV -1-J 00 12 shrubs V) IKI' U 0 "R, V) ? b 4-J U C: +-J Cy i> +_0 TREE z Revisions GARDEN HOSE SEGMENTS Number Date 2 CTD A KIrl r- A I %/A 1017M 1A11 Or 1 17 DEC 08 SHRUB 67 2 X 2 X 8'TREATED FINE STAKES 2" LAYER PINE BARK MULCH 3 PER TREE) IRRIGATION SYSTEM NOTES BACKFILL MIX: 50% SANDY LOAM TOPSOIL 1. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR DESIGNING, FURNISHING AND INSTALLING AN 2" LAYER PINE BARK 25% PEAT MOSS IRRIGATION SYSTEM FOR THE COMPLETE SITE. CONDUITS SHALL BE PROVIDED BENEATH PAVING AS 7'0 3" TO 4" HIGH SOIL WELL 25% WELL ROTTED PINE REQUIRED TO IRRIGATE ALL NEW LAWNS AND PLANTINGS. BARK MULCH 2. PROVIDE A 1 1/2" WATER METER DEDICATED TO LANDSCAPE IRRIGATION. FINISH GRADE 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN IRRIGATION PERMIT. 4. PROVIDE A PRESSURE TYPE VACUUM BREAKER AND INSTALL PER CITY CODE FINISH GRADE 5. PROVIDE A BUBBLER HEAD FOR EACH CANOPY TREE 6. PROVIDE 100% COVERAGE FOR ALLAREASTO BE IRRIGATED PLANTING MIX: 50% SANDY LOAM 7. COORDINATE WITH THE OWNER FOR AN INTERIOR CONTROLLER LOCATION. MA111111 ROOT BALL :I-i- 25% PEAT MOSS INSTALL TOP OF 25% WELL ROTTED PINE ROOT BALL LEVEL BARK MULCH I AiqnqCAPP NOTFry Project 0825 Decemb,?r 2,2008 1. DO NOT INSTALL PLANTS UNTILTHE IRRIGATION SYSTEM IS OPERATIONAL 2. COORDINATE W /IRRIGATOR ON CANOPY TREE LOCATIONS. 3. COMPACTTHE SOIL WELL AROUND CANOPYTREES TO PREVENT RUPTURE 4. STAKE ALL NEW TREES. LANDSCAPE PLAN L I 5. PERFORM FINISH GRADING BEFORE THE IRRIGATION SYSTEM IS INSTALLED 6. 100% COVERAGE OF GROUNDCOVER, DECORATIVEPAVING, DECORATIVE ROCK (NOT LOOSE) Refer to: Civil site plan Scale: 1 20'-0" OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACK; RIGHTS -OF -WAYS, AND ADJANCET PROPERTY DISTURBED BY CONSTRUCTION. 1 of 1 TRANSVERSE REINFORCEMENT= 1/8" R SEAL WITH JOINT MATERIAL 04 BARS, AT 18" C. TO C. TYPE "G" JOINT E 18" C. TO C. �^ '-0" TYPE JOINT METAL KEY WAY PLATE DEFORMED TIE BARS 04 X IS". IS" O.C. TYPE I'D II LONGITUDINAL.TOIN T LONGITUDINAL JOINTS SHALL BE REOUIRED ONLY ON THE I 40' 40' I 40' CENTERLINE OF THE PAVEMENT d IN INTERSECTIONS AS DETAILED LONGITUDINAL REINFORCEMENT: *4 BARS AT 18" C. TO C. TANGENT SECTIONS TYPICAL TOINT & REINFORCEMENTS LAYOUT FOR CONCRETE PAVEMENT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X 18". 12" O.C. '° 1/4R 3/4" (COATED W/HEAVY GREASE) 5-1/2.. 3/4.. .. • _ 1 8.. 6" MIN. - NON -EXTRUDING FILLER $/4' 3:. 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO ,BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE �j� NVq nT METAL KEY PLATE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO ENO V V C1Y OF CAP IS 1" FROM END OF BAR. TYPE="GII EXPANSION & CONSTRUCTIONJOINT : NSION JOINTS AS SHOWN AND AT RADIUS POINT. CURB EXPANSION TO BE SPACED AT 40' INTERVALS &ALL RADIUS POINTS, P.C.'S, P.T.'S. & OPPOSITE P.L S. TYPROL S SHALL BE AT 60' CENTERS. CURE JOINTS SHALL BE AT 10' CENTERS. R ON ALL HORIZONTAL & VERTICAL CURVES JJOINT TY LONGITUDINAL JT. Q 90' TO CHORD OF RADIUS. (TYP.) (TYP.) TYPE JOINT AT ALL SAWED OR FORMED. SEAL RADIUS POINTS AND US WITH JOINT MATERIAL. MAX. DISTANCE OF SEALING NOT REO'O IN CURBS, 300' ON TANGENTS GENERAL NOTES: 3/8" R 1/8" TO 3/16.. 3/4" F BACK OF CURB ALL AREAS WHERE HAVE EEN BARED BYSCO TING STRUCT ON SHALL BE ADEQUATELY '.T.' T 7T1 6^MIN. '. - BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL TYPE "D" JOINT GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS -T TYPE "B" JOINT TYPE "G" JOINT AT FUTURE IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS EXTENSION 0 RAT PROP, SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS of e 4 BARS 18 O.C.E.W. WORK (TYP.) LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED n77 n DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED 8Y l l l E j t j�ICh T 1 �OINT 7 LC�YO V T AT LAYOUT CONSTRUCTION AND SHALL STAY M PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS AFTER CONSTRUCTION IS D A 1�T CONTRACTIOly 1�T OIl �T ' OSTABLISHEO COMPLETE AND THEN REMOVED BY CONTRACTOR. _ 1�T 17 � r 1�T T'� C 7� 1�T CONCRETE CIZLTLj INTERSECTION TLj Rajli CTIOl ALL EROSION CONTROL MEASURES SHOULD BE CLEANED Of TRANSVERSE JOINTS SHALL BE SPACED 15' CENTER TO CENTER ST3-00 SILT AFTER EVERY, RAIN. RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT WIDTH 24 30 R.O.W WIDTH 70 100 w w � CD U � 1� ff 0 w y+11 0 U 0 u CITY OF BRYAN Tlie Good I ,ife, Texas Style: DRAWN BY: C.L.M. DATE: _01-01-08 SCALE: N T S APPROVED: W. P. K. FIGURE: ���1l�l�®�� �il��l�ll� �@���8®�1_ r NOTES; NOTE N S: E R 1 AX F 4 H ATI m4 COMPA TI AS FOLLOWS PLACED N FIRM SUBG ADE. . A H AT . RI 4. MANHOLE COC ON D C ON MANHOLE BASE SHALL BE L CED 0 M 0 AND A MIN. 2 T RO NCS H 1 SHALL BE U AT EACH N NEW ADDITION OF CEMENT STABILIZED SAND OR GRAVEL SLED E C MANHOLE LOCATION OMPACTION REOUIRE1n1ENT G R EXISTING' 0 E S NCRIGHT-OF-WAY. MAY BE REQUIRED TO STABILIZE FOUNDATION: ` PAVEMENT- - - - - - - - 98 Y. STANDARD PROCTOR - ASTM D 698 2. USE ADEKA !SEALANT OR APPROVED EQUAL LANDSCAPE AREA - - --90 YSTANDARD PROCTOR - ASTM 0 69 8 - BETWEEN RIhVC/COVER, ADJUSTMENT RINGS AND CHIMNEIrf OR CORBE /CONE SECTION MANHOL EDA, AI IZ M NS E 4 FT <18in: 5 FT 218in. <30in. 6 FT 236m. L 5. NO RINGS ARE REQUIRED OUTSIDE OF STREETRIGHT-OF-WAY • - A Y RI W G 0 E AT 3.MANHOLE RAISE THICKNESS AND FOUNDATION F F O OPLAINS OR AREAS F CONCENTRATED AS OLLOWS IN L O 0 6. . .. MANHOLE DI EPTH (FT.) BASE THICKNESS FLOW, THE CONE SHALL EXTEND I FOOT ABOVE SEE NOTE 7 THE FLOOD ELEVATION OR A BOLT DOWN . •.:••:. E BASE O.- 12 --- ----- 8 •,•. _. __ WATER -TIGHT RING AND COVER SHALL. BE USED. 12 AND OVER 1 ' ., 2 E-------- 2 VENTED WHEREE R EOUIRED. , its - �,- -•'sib Y r� -Lt-- 7. WARNING SIGN ONLY TOBE PLACED WHERE SEWER SIGN " SEWER CROSSES OPEN FIELDS. eo. MANHOLE SI GN N 0 . T ' 0" _ (SEE DE AIL S3 05) 6 STD.DUCTILE IRON MANHOLE COVE .. 3' MN, AND FRAME <(30" DIA. OPENING) R O EQUAL TI NA ,A EC O S 12 MAX. SEE NOTE 1 T ) SEE NOTE . M. 2 � 2 -o 2 '_6 PRECAST REINFORCED >t GED CLASS "NCONC. CO C.MANHOLE SECT. 2'-6- VARIE 3000 PSI IN 28DAYS ASTM 0 S.C- 478VARIES B GREEN, HEAVY DUTY, (SEE TABLE)'. BA KFILLAROUNOMH SHALL WING POST VARIES ... ,.: _; BE AS PER NOTE 4, c VARIES ".: • • . r. T STANDARD EE F'WC 9 " 6" MN. 5" 9IN. _ . )SEE TABLE) RUBBER -GASKET JOINTS R AN 5 -MIN. - M Ax _ / MORTAR SEALANT W Al M E .. 4 .. AItrtS .. 4 1 T I STABILIZED M N S AB ZZ Cg D AS SHOWN. 5AN :... K .. .. X M 93/4- V RTF PIP 9. ,. INE 0 E PLUG _ P T 4 4 LARGER U 0 2 2 AND L CE AT JOINTS SIDE AL JO N S IN L " 6 MIN vl" rt STANDARD TEE 41-•I .. 2'-0" SHALL BE FULL. DEPTH INVERTS. 0 ASE VAR�S @ 3" AR:ES - A AT RST P PI X W E O) PE 0 A . C N :: • t::,;;, •. R •4 BARS, 8" O.C.E.W. •4 BARS BENT Q 90• AND .- : MANHOLE ADAPTER SEAL.. 5 , ; :.: 90• BEND 90• BEND OR APPROVED EQUAL. �., ...•. ••� WATERSTOP-PIPECONX TED TO WALL ANDBASE. (2 REDID) NOTEt DEPTHSGREATER THAN 12MANHOLE ADAPTER SEALMIN: WILL 2 MATS 0F/-48ARS• 6 8 O.C.E.W.0POVEO EQUAL SEE SA REINFORCINGNFO NC.STEEL IN THE I2 REOD) .,. NOTE DEPTHSGREATER THAN 12' NOTE O BASE. WILL REOUIRE 2 MATS 0 REINFORCING STEEL IN THE BASE. WATERSTOP-P PECON X CASTINPLACE IANHOLE 4 BARS. 8" O.CE.W-_0EPTHS H MAN OLE ADAPTER Ap SEAL. E P1&A T MANHOLE C S CREATER THAN 12 FEET WILL R E UE OR APPROVED EQUAL. 2 MATS OF REINFORCING STEEL IN (2 REDID) BASE STANDA DROIANHOLE STANDARD MANHOL E NOTE AT CAP CLEAN -OUT 6� FLANGE ON RESTRAINED JOINT FOR FORCE MAINS. 1- 1 S 1-02 R ES NED OIN S O P C TEE T NO ES PVC PG WITH HALF MOON _ 1D A, STARTER HOLES SHALL BE 0 ILLEOTHROUGH WALL 0 F - CAST -IN -PLACE MH I PIP 0 0. EXISTINC MANHOLE SPACED 3" APART CENTER TO CENT R . SEE DETAIL(STD)FCUT UT0f 1T- TO F M A 4REMOVE INV RTAS REOUI0 AFTER "STARTER" HOLES HAVE SEEN INSTALLED AND APPROVED DAM ALFTHE DIA. AND NEW INVERT FOR NEW Y A CITY INSPECTOR. THENTRACT R SHALL BEGIN REMOVING CONSTRUCTION Of PERIPHERAL LINE: NEW INVERT SHALL THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. O STARTER HOLES LE S HAVE SMOOTH TRANSITION i ON CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TO OLS. NOTE 1.) INTO EXITING OVERT REWORK INVERT R EXISTING INE AS EQU►REO, AR V WITH 1 THE R F R S SHALL VARY S F PVC PIPE ONE SIZE 2. E NUMBER 0 EB DOWEL ALL W SIZE 0 SEE PLAN OR PRO .E FO R R PIPE s;-�;, � ••• : OPENING. R EB AR SHALL NOT BE : SPACED MORE THAN 1 2 CC. StZE, TYPE AN�O ELEv SMALLER THAN PIPE INLET 3. WATE OP SHALL BE INSTALLED IN STRICT ACC R ANCEW ITH 1•3/4 STAINLESS 10PENI GCREATION DETAIL N N- HRI K MANUFACTURERS REOUIREMENTS. T TE L BANDS C 0U YP) 4. CONCRETE T H 0 P • . :;:; . E E SHALL BE 3,00 P.S.I. .. 5/8" ST ESS STEEL 45 ELBOW CON RETE 1' -0' SYNKO- LApHESIVEORMED p'ppA�(EgTjEER BOLTS W EXPANSION IT N W/FLOW @LOCK ANCHOR .•. . h. ;•.• .,.-.;•. 6 CRUT INPLACE) 3 REB AR (1LON G) ) > WATERSTOP, OR APPROVED OVED _ 3 0V (TYP) EQUAL.(SEE NOTE 3.) TR E BEoDEDHO 2NpARIES H RI K E XYEO INTOO WATERSTOP PIPECONX Y NEW INVERT R Twa.L3.. fsEENOTE . MANH SET EL ATION EQUAL TO 1 PIP 0-.00 SEAI�ORPROVE.D PIPE 0 T 1 PLUS 18's EQUAL. (2 REDID) PLUS 1 's TOP OF LARGEST PIPE IN MH SEE PLAN OR PROFILE OR PIPE , '' ' SiZE, TYPE AND I NV ELE A R P-P X r _ t CONNECTION DETAIL SECTION VIEWw TE STO IPEcoN sp MANHOLE ADAPTER SEAL., .:.,.. APPROVED R 0 0 ED EQUAL: CHANNEL FORMED IN CONC. E MANHOLE CONNECTION DETAIL_ B•1 (2 REOoI B Bt. CONNECTION DETAIL SECTION VI EWINSIDE DROP MANHOLE STANDARD MANHOLE TIE-IN S 1-03 PROPER NOTIFICATION T OTI )CATION TO THE RESPONSIBLE 4 PVCEXTENSION E GENERAL ES. ENGINE ER IS A OF FENSE UNDER THE - - NOTE, W C CA P AP _ (SEE NOTE 2 - METER 80x OR STAND NDRD TEXAS ENGINE EKING. PRACTICE ACT i. WHERE DOUBLE WYE SERVICE CLEAN -OUT 600T ALL AREAS WHEREE EXISTING VEGETATION AND CRASS COVERR HAVE BEEN BARED • ,. F ATI I THAN 7 V Y WITH Y S. P W E ON S ES 2 E , EL L C W H Y CONSTRUCTION SHALL AT Y T N L BE OU K B CONS R ADE EL BLOCK R HY UC 0 0 SODDED 0 R H 0 M o ulc o A z E R P K F W P C 0 BE PROPOSED B BELOW D PVC GAP ,,, -••-• � • .. ' •�•-•� • •••" ^ AND WATERED UNTIL GROWTH IS fSTABUSOHEO: IN DEVELOPED AREAS WHERE - I SLAB ELEV. UST _ ,.,,,:; E WEE CURB MIN. EL M (SEE 3> a OW BE SST TO ALLOW SANITARY. CRASS IS PRESENT, BLOCK S00 WILL BE REQUIRED. BARED AREAS SHALL BE 1 z� R SERVICE. R WITHIN 14 AR SEWER SE CE. � SEEDED 0 SODDED W N CALENDAR DAYSF LAST DISTURBANCE. 0 L S 0 S URBANCE. 2. MARKEACH SERVICE ENO WITH APPROVEDED EROSION I N CONTROLTROL MEASURES BE INSTALLED DURING N C THE N , METAL "T" POST PAINTED GREEN. ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALLZ • 3 ' STAY IN PLACE UNTIL ACCEPTABLE VEGETAT IVE GROWTH 1S ES TABLISHED ABLI SH ED C)3. All MATERIAL SHALL BE AS TM ; 0 D3034 SOR26 W/ CASKETS AFTER CONSTRUCTION ON S COMPLETE AND THEN REMOVED BY CONTRACTOR. to 4. ACLEAN OUT IS REOVINED ALL EROSION CONTROL MEASURES SHOULD F T AFTER 6 CLEAN OUT STACKBE CLEANED 0 SILT TER w T Y 0 R INSTALLED @ AND. WILL IN v DIP R PV C EVERY RAIN. 0 o c E E N. H '@ T P T T R UMBRA E OW HE PLUMBER F R EARTH. L. O EAR ...SEE REDOING FOR EACH SERVICE. TRENCH T O E C SE CE. AND ENC DE All. (TYPICAL) ESTABLISHMENT OF VEGETATION MAY BE'A WARRANTY ITEM. SEE NOTE 4 �t:•ti•e,•e�. . .. PLAN ' V STRUCTURAL 8A KFILL AREA IN CLUDES • I • R0 W 0 REOG E 0 F E ALL PAVED AREAS((SIDEWALKS. EWALK S STREETS. ALLEYS ORIVEW YS,AND PARKING AREAS) AND SHALL J••o . ,DALE s8 B1(• • Q• t.n• )Y • V' FNuGE •s ekJw•rR Z" CUSHION EXTEND 5:BEY0NTHE CURB LINE. STRUCTURAL CEMENT STABILIZED BACKFILLSHALL 8E CEMENT STABILIZED t0 T1ON SANG AS SHOWN. 02) R EXCAVATEDAV TED SOIL COMPACTED 2INS2 B C 8SF0- <Ce • • , '. ; r -C"7-T•C �; r � - 'T C'T T 5 r v r` � ` ....;. ' =. , , -_ A' RE- A- 5, 6 . T- 1 2 ti- t •O7 o�G_ . ..�o Q _ � '. � I i. t:43 i� i• ; � �l OC �I . - • ! . •s I 15 E _ w A1 K - ' _ F�rTS/ A,IeL:: • 9. VARIES 0T LESS 3 T0 98/MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM T0 4YWET OF OPTIMUM 3.5'MAX. (OPTION N0. 11N 52-02> (SEE NOTE i) PC (SEE NOTE 3 PAVEMENT AREAS (MIN. 1YSLOPE) STD.45 BEND STACK 45 e ND ��B/C VARIES IN HEIGHT 1p STANDARD CLEAN i ST0. 45 BENSEE NOTE 4 OUT FOR MAIN LINE STRUCTURAL BACKFI L.AREA TEE WYESS2-01 S2-03ISS1 DF7R " .Br�aaI.D ., D.L� ING FITTING (SEWER WYE AND 1/8BEND) SELECT NATIVE MATERIAL AND GONSTRUCTiONDEEP CONNEC71-ONPROFILE MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET ROCKS. LUMPS. CLODS. 0R DEBRIS LARGER THAN TWO t2> INCHES IN LARGEST DIMENSION). COMPACTED T0 A _ OSELECT MATERIAL 0F 90/F MAXIMUM DENSITY AS DETERMINED BY 2 R 0W 0R EDGE OF EAS M NTASTM 0698 (STANDARD) AT MOISTURE RECONTENT WITHININ OPTIMUM TO •4yOF OPTIMUM UNDER NON-STRUCTURAL SELECT MATERIAL CEMENT STABILIZED SANDAREAS taYARDS PASTURES. EASEMENTS) AND T0 A 6 12 MINIMUM 0F 98y0F MAXIMUM DENSITY DETERMINED (MANUALLY VARIES" 8Y ASTM 0698(STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE O(MANUALLY \,: , 777�„ r�„i� OPTIMUM TO 4YOF OPTIMUM UNDER NEW STREET AND AT OPTIMUM CONSOLIDATE PAVEMENT AREAS. MOISTURE) LIRE) AT qMOISTURE) CD Ift-II 3.5,MAX GRANULAR MATERIAL 4 (SEE NOTE 1) MATERIAL SHALL BE BANK RUN RIVER SAND WHICHIS FREE _UNDISTURBED SOIL 0f DETRIMENTAL QUANTITI S 0F CLAY, DEBRIS 0R ORGANIC PIPE PIPE UNDISTURBED SOIL MATERIAL AND WHICH, TESTED BY STANDARD PVC (SEE NOTE 3) LABORATORYYMETHODS MEET RE uIRfMENTS tMIN. SLOPE LACEMETAL DETECTOR MAXIMUM L1UIOLIMIT 45 6MI ./12 MAX TAPE. T AMINIMUM 0F 24. IE MAXIMUM PLASTICITY INDEX 15 ../12" MAXIMUM PERCENT PASSING N0.200 SIEVE 35 ABOVE TOP 0F PIPE 2.O MINIMUM PERCENT PASSING 3/4 SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING G AND WHEN WET SHALL . 1 OPIONO2 NOT ADHERE T0 FORM ABALL WHEN PRESSED IN THE HAND. Coon EE NOTE 4 EE WYE SERVICE QCEMENT STABILIZED SANDFiTT FITTING (SEWER TEE) STANDARD CONNETONPROFE NOTES, 1 F0R BEDDING AND TRENCHING WITH1N ALL PAVED AREAS, SEE DE TAIL S FOR OPEN CUT S TRE TS. 2. ALL BEDDING dINSTALLATION 0f PVC PIPE SHALL BE IN ACCORDANCE T0 ANSI/AWWASTANoARosSANITARY SEWER. FOR PVC PIPE. 3. ALL BEDDING &INSTALLATION Of DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50:ASEMENT , •, , , ,. , BEDDIN AND D TRENC H W 4: COMPACTION H C C ON SHALL BE ATTAINED BY MECHANICAL TAMPING. SERVICE CONNECTION TRENCHES BENCHES SHALL BE BACK, FILLED AND TEMPORARY .PAVING OR PLANKING PLACED. AT THE ENO OF FOR DI PIPE & PVC PIPE EACH WORKING DAY. 6. SEE "OPEN CUT DETAILS" ST4-00, S_T'4- 0i & ST4 02: 52-00 S2-02 : 2' 2, 4 2 2 - , a,. PVC EXTENSION MAX 6'8" TYP AX .. TYP 6r " TYP.MAX NOTES NEARE BELL W/PVC CAP JOINT tTY t MAX NOTES: .: 1.. I25mm] DIA " , VAT) I" THAN -7 BELOW PROPOSED BACK OF CURB,. (SEE NOTE 3) R 2 [51mm]LETTERING HANDLING HOLE -1/4 DIA 1. WHERE DOUBLE WYE SERVICE ELEVATION S LESS AN 2 2.0' NO) a • 33 �`-----1 EA E LETTERING STYLE- [845mm] SANITARY R SERVICE. EACH PIER SHALL BE COMPLETED. IN A SINGLE. CONTINUOUS POUR. LE E ING ST LE 1 [25mm] DIA ' MIN. SLAB ELEV. MUST BE SET TO ALLOW- SANIT SEWER SE CE. _ r K T I „ BO Y H _3 I- 0 MAN OLD AN 0 :... STYLE OL NG LE T POST PAINTED GREEN. 2 [51mmJ LETTERING 2 /16 2. MARK EACH SERVICE ENO WITH METAL T OS NED EEN. Pv Y ITH � 2. .CRANE R G S 3/4 . - 3 C W E .W E ED E [B18mmo LET TERING ST YLE: W ✓ d LE E NC S T LE K T a H . 4' R T S 6 CASE J' T 3 SD 2 W I H SHALL MD03 VI CONNECTIONS WITHIN T R 0 W S ALL BE AS PVC AP 3. ALL SERVICE CONNEC ONS W N E C C 1 9/16 d' BOOKMAN STYLE R H CONCRETE T I MAN OLD s T TOR CONSTRUCT T NC E PIER A I LE 3: CON AC SHALL C S C CO E IE 0 MINIMUM MUM a .+� T •� 1/ [6mm] DIA 4 TI m TR C ON. T ) m NS U t [ 0 THE AI NE CO NOTE 3 INSTALLED .WITH E MAIN L SEE 7 TI EXTENSIONS ARE AtQ �-" 4. ALL SERVICE CONNECTIONS b E ENS O E I � wi PTH F ' OR TO A DEPTH WHERE A C000 BEAR G SOIL I NEOPRENE GASKET ' •• , a � E 0 6 M 0 L S � 4 1/2 R AT THE ROW FOR EACH SERVICE. O PICK AR ) PI 5. A CLEAN OUT IS REQUIRED AND will BE INSTALLED BY THE PLUNGE E 0 " T r Met Cm _ E COUNTERED. �S 2 B o L' f2 CKBARS7/16" C114mm] K WITH A LATH 0 R THE SUPERVISION OF A RPLS UPON COMPLETION OF 6. OT CORN RS SHALL BE MARKED W L UNE V �[ E 4,' ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN [11mm CONSTRUCTION. STEEL CASING .. 2•• ;"'�";, '� 2•• 3 CARRIER PP 2 LERANCE. E51MM] A E51MMI C E E CAS1N SPACER ® .,� . 30 DIA /1 1' /16� 7 5 6 R ATI H ITV MINIMUM. M PIERS [ 62mmI O 5: ALC 0 M ON SHOWN IS C M N MU .ALL E S SHALL BE g [Smm] Zy Smm I-- ," A 1 PC, PULL ON WATER ` I Y A PROFESSIONALI R 33 15/16 IA DES CN D B ENGINEER, R � , -: CITY OF B YA •f 86 mm : TIGHT NEOPRENE END : T P [ 2 p E ENE ADJUS ABLE TO RUNNERS v F " .. 6. AL HAR ARE TO B STAINLESS T L E E S LES STEEL. 4 /4 IA / T0 AL STN. S L. T MAINTAIN 1 MAXAX R SE W 0 M N N M CL '. 1 mm " " p 03 CLAMPS. APS OR s8 [ 5 ] PLAN • Psl wX «' 1 . '°� TRAIIIE SECTION Z (TYPICAL) STEEL CASING - 2 C51mm) LETTERING „°�";., SEE NOTE 5 NOT s CASING SPACERS CLAMP �, .. #4 BAR HOOPS, 2" [51mm] LETTERING O CONC. CURB 1k CUTTER E ( 4' IA AT SPRINCLINE LETTERING STYLE• PLAN VIEW 4 RUNNER MIN. TFRU 2 0 I TAIN E S 12" O.C: BOOKSTYLELETTERING STYLES DE BANDS L S ,, � MAN OLD� 8 OKM m SIDEWALK. CASING) OR 6 RUNNER MIN. 0 AN OLD STYLE SIDEWALK STE (TYPE 304) (4 4 1 CASING) ST SS . O 2 2 DIA. ASMC e - MACHINED SURFACE PROVIDE 4 S T TYP 4s PER DIA. AS L 3 B I V H S E 0 WIDE NEOPRENE INS TON SLEEVE RUNNERS AT U N e s: N E :. • H R t�g T R SHOWN / POLYMER R � EO S O W OL ME uNNER ENE �5 BETWEEN PIPE AND TT • OR N C NT R CLEAR BELL. . BO OM ON E E w( ON PLANS mm o IA ' 3 D 3 5 MAX. � t . 1 ��RPOLYMER W T R �Mp{ TA RESTRAINED d FLO ION R R (TYP) UNNE [ Zy mm g 813 I . / 8 T 1) 3.5 MAX. OR AS DESIGNED g (SEE NOTE INSULATE z�APS, MC.. M00 SS18 d 3' LEARANCE ��� Et6mm] i-1/2 1-- VI (SEE NOTE 1.) " ¢ PIPE 0.0.+ 18 [38 mm] y 7/16' OR C tADE IMNMUM, WATER LINE A ING DETAIL . C62mm7 C S �+ 7/13" I (MIN. 4' BURY) S3- PIPE 0„U :. I22mm] I PVC: (SEE NOTE 3) + 1' vsta:�� -7/13 a " 7 y mm 1 /4 [ 3 R 3 I t A 4 0 X G 1 D L R44m H.R.S. H s D .o I � , .SE NA- �. CTIO A 1 a U N G VE 1 2 N 2oM. O R.SEGTION o MIN. , MACHINE BORING .0 2 PICkBAR DETAIL t (TUNNELING) u u DESIRABLE Q OPEN CUT OPEN CUT 2 MAX. 2 PVC 2.0 LIMIT LIMIT (SEE NOTE 3> _ WIDTH Of PAVEMENT T Y SERVICE FITTING TEE WYE SE CE ,: ,,, :.� ,., B TT H TAN _ o o VIEW S DARD MAN U 4 PY e _ _ HOLE STD. 5 C END )SEWER WYE AND 8• SEND)...; . _ 4 R 6 PIP T SO 2 E AS M 0303 :: ES W/CASKETS o1.Dy. MIN. SEWER LINE 3 -0 MIN. SIDEWALK MAY BE VAR) STD. PVC COUPLING OPEN CUT OR BORED ` AS DIRECTED BY 0 0 PROFILE STEEL C N ASI G THE ENGINEER C IER AS REOUIREO PPE SEWER SERVICE E LINE CROSSIN G NOTE* F WATER R CR IN R R A E AND SEWER E OSS C 1 FOR ONW 0 S3-00 A T SPECIFICATION l ATI FOR WATER i SEE CITY S S EC F C ON O W E SEWER LOVE TRUCTION. 2. STEEL C G SHALL BE AS SPECIFIED IN THE TECHNICAL CIFICATIONS. 3. DRYRING PREFERRED. WET BORING ALLOWED ONLY WHEN T Ss NO E PROVED BY THE CITY ENGINEER. 1 FURNISH AS SHOWN 0N PL AN 1 1p ICLAND/0R AT EACH MANHOLE HERE L RBAN CITY- SEWER LINE CROSSES OPE FIELDS A K eL c TCONSTRUCTED 2. S CNS 0 BE TEXT -�STREET .CROSSING _ WARNINGS30 FROM 20 CA. STEEL AKED ON F NSH N FINISH. Ni5 ONE ENAMEL N S UNDERGROUND SEWER ONE SIGN AND ONE POST ONTACT THE CITY FOR EACH � M N=iOLE INSTALLED MACHINE BORING 8 RE EXCAVATING ACROSS oPE�FIELD AND AT OTHER (TUNNELING) L0CA I0 SSHOWNASON PLANS. SHOUlOR SHOULDER R YELLOWL F RNIS SAME NUMBER OF VARIES VARIES BA K ROUNO ' )! FOR EACH 1 RP ENTSINSAS 0 EC E EM C i CL Creek IN"ALLED (OMITTING MANHOLE 5•.0" WIDTH OF PAVEMENT / MANHO MSER ON MANHOLE SIGN) VAR) 7.. NO. (NOT A SEPARATE PAY ITEM) M. 6" NON- : :. : 2 BLACK PRESSURE ; SAN Y • SENSITIVE S S • E E Y_3.�.SELOWM ATN.ITH WLINE. D C AFTER BE DEO E AR 0 1 • AO 3 S gg I H N O.C.E.W. I BAS C SIGN AS BEEN 6.: •. 1 WHITE t0" '� • : .. BACKGROUND. PAINT D. 6 • � .- CARRIER PIPE NOTE: TEEL CASIN 1. FOR MORE INFORMATIO N WATER AND SEWER CROSSING a - - SEE CITY STANDAR PECIFICATION FOR WATER ANp SEWER LINE CO RUCTION. : A SPECIFIED I T T IFI ATI T AS SHALL B S S EC IEO N THE TECHNICAL C DNS. P SANITARY 2. STEEL C E O.P. SAN / AND S WARNING DRY R OVIRED. L� 1 / 3. D SO IS E SEW)= LINE W CASING HOLE IDENTIFICATION GN KCAL CONCRETE ICAL RURAL STREET CROSSIN TAIL CAPPING DE S3 S3_ 0 S3=Q P R 01 ETER VERTICAL STEEL #5 BARS 16., 8 24" 12 26" 14 30.. i6 2" 24 OF CO VER RING AND . COVER. LCTILE IRON V 1 -32 3 _ S4 01 38 OIA 13/16 -13/1 I 3 6 78 mrT I 3/4" [20mm] m E965mm mm /4 L20 2 1 1 F R 0 o v G 0 OO E P( R gy�pp,, T .25 �E � CASKE r. 1 m : :. 1 e 0 8 9m [6 mm .. J :i .. IA g 0 PLAN f Smm 3 0 7 .. , tam m 1/ 2 �38 ] 7/ :. B 1 mm 7 [ 02 I _• yy m I13mm] 7/8" [ 73mm] I22mm] BOLT HOLE SECTION 4 WIDE X 3/8 THICK STE STRAP (PRIME 11 PAINTED) FORME TO 1-3/4" 1" (25mm) DIA 32- 6" IA ER44mml X 5 1/2 [140mm] 1-1/2" I , [82�mm] P T TIGHTENING ��A mm ERMi .SNUG GHT N F IP [38 ] EINGO E _ LC ST R ., ,. EEL 00 1VLl1 1 CIE L A .,. CHINE GI? E OO I 33 6 i- LL TO PIER (2 REOO.PER PIE [�Z�mm9 GASKET GROOVE FOR L T IRON PIP E DUCTILE ON E .: 3 A 1/4 mm I D [6 ] DIA, 1 v PICI�BAR DE ,. DETAIL 2 TAIL „ WRAP WITH .. 7 I W ONE " [ 62mm P PR A K 38mm NEO ENE.G S ET 1 x 18 GALV ZED STEEL /g [ I gg F T LAYER OF TAR PAPER E16mmJ IZA1 {SECTION TO PREVENT BONDING ANCHOR BOLT CURED TO • VERTICAL REINFOR ING STEEL MACHINED ;y M C NEO SURFACE .,, CITY OF BRY.AIV 2" [51mm LETTERING 27 m _ " LETTERING STYLE., [ 3 ] COTIMSECTIOIN, TheGondLife,Te,YasStyle. Bookmon Old Style 2" (51mm) LETTERING f A .s A RECESSED FLUSHED (4) 5/8 -11 NC X G " 2 L (4) 5/8 11 NC X G W 2 L ~ VERTICAL STEEL AS PE TABLE &ENARROW. ZINCRPLT & EG E T dENARROW ZINCRPLT, 6 0 0 RUBBER WASHERS �� RUBBER WASHERS TI-TC^ F= , 0 0 #4 BAR HOOPS 12" D.C. 0 2 0 2" x o „ W tt tmm ,. [5 ] 4" 4, [ 02 1 [ 02mm t' r,•1 ".. '. • CITY OF $RYAN (1) 7/8" (22mm) � - .• ,• DIA HANDLING HOLE (1) 7/8" (22mm) OIA HANDLING H u" u POUR COCONC.AGAINSi HOLE EARTH UNDISTURBED DRAWN BY: C,.L.M. - - INTO HOLE PICKBAR '' imm TT RI 2 [5 J LE E NC (2) PLACES RECESSED FLUSH 2' [51mm] LETTERING DATE' - - 08 ' 1 1 0 TT RSTYLE: LE MG km n I' Boo 0 Old Style PLAN VIEW BOTTOIiI VIEW SCALE: N T S TYPICAL CONCRETE DRILLED _ C CO C LLED _ �T APPROVED: K PIER FOR AERIAL SEWER WATER TIGHT MANHOLE RING AND COVER W. P, K. / - - S4- 00 DL CTILEIRON v2432- 3 S 0 _ 4 2 F I r� GuE • GENERAL NOTE USE POLYETHYLENE WRAP OR I!�•Ie t VALVE EXTENSION NSI0N TO BE USED 24 X 2ax6 ONLYWHEN TOP 0F GATE VALVE _DAY CONCRETEIS DEEPER THAN 5 FEET FROM 28F IN1 HEDGRADE. _ 1. f INELY DIVIDEDIDED EARTH FREE 0f ROC , LUM S AND CLODS EXCEEDING NC 6 SHALL BE PLACED BY HAND AND COMPACTED AROUND THE CASTIRON PIPE T0 A DEPTH OF 12. OVER THE TOP 0F THE PIPE BEFORE BACKFILL IS BEGUNGATE BY 4NY MECHANICEQUIPMENT STANDARD FIRE HYDRAN VppyyYE W/VALVEBX G EQUAL BETWECRET E& PLUG EN EN CO:N- T0 PREVENT CONCRETE FROM, - STICKING T0 PLUG. _ NOT ES R R P BAsscue r S 0 I. T 4 SPLICES E IN COPPER IN AT RI H A P ifl RAN O .NO S LC S CO E TUBING WILL B ALLOWED E AL U ED S ALL BE S S EC EO 0 E E M E WITH PLUG (REF) W E APPROVED BETWEEN THE SERVICE'SAOOLE AND THE CURB STOP 0 ED EQUAL. FOR SINGLE SERVICE R T THE V NG E SE 0 BETWEEN SERVICE I 0 L CE E E E CE _ 5• ALL CONNECTIONS TO BE COMPRESSION TYPE. o STRENGTH 2O00 Ps SADDLE AND THE WYE FOR DOUBLE SERVICE:. � D ° D r' T , WATER LINE v OPERATING N .' VALVE OPE C U AR 2 AL STRENGTH I I AR LINO ALL CONCRETE TR N 00 s T H 4 0 AY S G 20 B I H ONC E E E W 'CONCRETE K SHALL 8E 28 0 CV T 2. L BLOCKINGR Y X AL CONC E E C PSERVICE S & EXTENSIONS SONS ARE 0 BE R C 6.ALL EWE N E AS REOIlI ED I MADE I EXTENSIONS ARE T M 1 H T RESPONSIBILITY F X ONS E TO T S 8 H R ON I TY THE E ENS 2. ALL E E ES S 8 L 0 E I T INSTALLED WITH THE AI I CONSTRUCTION. BOX, NS ALE WT MAIN LINE CONS C 0 _-__ __-__i ALL VALVE BOL D E E I_I -* F I AS NOTED THRUST BLOCKING H PR A MINIMUM OF 2 SQUARE FEET OF4 MN. 0 STEEL SIZED 0 3: ALL US BLOC NG SHALL OE T PR TEST I IMMEDIATELY AFT R H e ITH T O 0 PRESSURE ES LINEE THE , PAI 0 � D NTED W W DIRECTED Y V A Y TH : AN I R C DB `7 T v X H PLACED UNDISTURBED AS D E E METERS AND B L E E F CONCRETE UR 0 SO L 0 E VALVE ES SHALL BE BEARING AREA 0 CONC E E ON UND S BE t M E 0 MN I V TR T R HA INSTALLED. STREET CROSSINGS NCS E BEEN NS AL 0 F T PAINT. LE . Ai METAL COATS 0 TAPPING V TEE OR AP INC SLEE i 0 PPAYMENT,cri TH ENGINEER. 1 0 CITY UPON OF FEE: E ENG NEE ---"i gg " " VALVE AS REQUIRED �I & ALE :.,. K A V AR H SERVICE ITH- T 3 M C SE CE END W ME T POT z A MINIMUM :.. E AL S H r .. 3 EXTENSIONS ALL E N ON B A LATH E S S R H AR WITH T R E I LOT CORNERS SHALL 8 MARKED WI L UNDER 4, ` PRESSURIZED UNTIL CONCRETE HAS .... 8. L C S E WATER MAINS WILL N07 BE .FULLY P ESSV ZED UN L C .... ,.i...., % _ t�� TUN PANTED BLUE. T W O. VI WA A u FOOT LONG.. . • , ...... IE A A E OF ONE ( 00 LO .. .. _ . •. .. , THE SUPERVISION F A RP S UPON COMPLETION OF -- REACHED7 AY TR NCTH v r .. oo E E L D STRENGTH. R I ... .r. :.. SQUIRED O ... to H . ,. . O H O N O O TR TI , N _ W < COS CONSTRUCTION. ON. . D BLE ER I v .. .. OU S VICE F z Ti ARR HAVE L I .. THE R W FULL t AI N E WILL E a PIPE D 0 E E B LL ALL E WILL BE L S AS E o ... _ ... .r . 5 .. R GUTTER i .. � CONC. CURB & GU E H r , T HOLES SHALL R THE H M. BELL I T FINE D N BOTTOM. 0_ BEARING NC ON HE N GRADED C 0... m E E.. ..... w FIR HYDRANT. BE CUT FOR EACH BELL AND Er•.•.• ia' • R tDIRECTED. H i ) T OTHE W SE FITTING H MEC AN CL JOINTS S UNLESS 6. AL NC SHALL BE LANCHOR N ANC 0 90 BE AGAINST, POUR C S T O t UR AG S •. F FROM _ r T O T ., _ . MEASURED M AT R THAN 3 FEET M AS T F AN UNDISTURBED HYDRANTSH OC 0 0 C 0 ARO IRE ►+YOB UN ..a,. 7. SHALL BE LOCATED N LSE STANDARD ATE V V D S XC E UNDISTURBED R EARTH X PER P WITH BOX UND 5 U BED E A VALVE BOX E SECS W FIRE HYDRANT.V V X ARTH a� O F r R THE F/ A�,O E A F T E EW ALE ® '( THE BACK F R T THE FACE 0 THE STEAMER ON C CURB 0 E A NEEDED E B 0 • e S E EXTENSION � 5 ° S X R V SPE CS.- I VALVE BOX PER TAN FIRE HY RAN S OARp E 0 : • M N. -3'MAX. } R STBLOCIt; PLUG THR STBL Cl� 2 M • 1k AR A A T < TEE TH U G U O 2 SOUARE WW NU VALVE P • 3 BALL AO MIN • 1SC WITH 2 �t' M XTSPECIFICATION• • NSION• • E E W +• s R: : •• • S6 F •• a• A E 6 0 r1 ° A E 0 •.. t TH F THRUST BLOCK NOTES... W PLUG .. T AR NIS►xE0 It;RADE ca CENTERING L REQUIREMENTS P MATERIAL R T 6 EOU EMEN S ( FO R R V) R. 2 0 DOUR J LE SE ROWNE . A T J. DALE g TERMINATE 4 0 6 R f 1 . 1 ARE D INTERNAL PRESSURE 0 , CALCULATIONS AS 0 AL E T ALL .CAI. CUL E BASED N E N i OP OF X I- FROM BOX. • • • -�. _ sise•e z 4 R i F R RDIAMETERPIPE. ' 00 AN SMALLER INNS 2 o L :< 0 2 • z DRILL3 8 A. w 6 -O �11890 v AR A A NUT .. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE • 2 SOU E WW _ 8 Q FOR TRACER BUR LINE H ACROCK.• E HOLE 0 E ART R t? /� r A A THt? P AI 0 C 0 G NE L E S XT I ITH _ -�P a 0 W. O E ENS N1 TE S 4 I • g M e N. � AP V : � . PR RVI E AD ES e E S V e • S WIRE. THERE ` AS REO ARIE C? W E INSURE HE E • AR S NT R COL .mms C E INC L R K H s ELOCATIONCONCRETE f 000 3. CONC E E 0 BLOCKING SHALL 8E 2 � N v L FOR EOI C P R S P CT AN C 1, .8 o $ LE a �. FIRE HYDRANT i3 ARE NO SHARP EDGES. - NAL aewr T T TERMINATE 4 0 5 4TAPPED E fD TEE ,. F WHERE ,A 4 VARIED REQUIRED Y 0 I MAY D Uf L WHE E DIMENSIONS B EO EO 8 FIELD AV 1 T D S S M E E AS 0 LEAVE 8 AIL � F TOP F X R 0 FROM 0 BO 1 TYPE CO PPER P R T _. E C U IR Y: THE ENGINEER. THE V OF 0 E TUBING T LCORPSTOP, C EN NEE VOLUME AN DIRECTED 8 E C E CO S O PI VALVE D AS D E PIECE INSIDE AL E REALIGN A NEEDED ( FOR � _ G S 2 Q U SERVICE) ; CONCRETE BLOCKING H NOT BE LESS THAN SHOWN HERE. DOUBLE SE CE � CONC E E BLOC NC SHALL N BOX � BO 1 T AT VALVE ' S 0. GATE _ RI TCONCRETE AT R H N T PR SSU ZED UN 2 ALL _ T 6 •L OR 909 PIPE 5. WATER MAIN SHALL 0 BE EV a s o, o ct/ t xt R Y 2 BRASS W A I " , S E A 900 TAI w c / ,: w s W NLESS KI H REACHED, 1 0 si 0 E ALE BLOCKING As 50 I 6 MJ ANCHORP (1F R RV) :. 0 DOUBL E SE RV PIPE r TH i Y P PRESSURE E STEEL BOLTS Nn SS BOLT S��.1/2" TYPE K COPPER R TUBING (SIN SERVICE) L COUPLING E E U (SINGLE SE CE) TYP K PP R T I ( V ) E CO E UB NC DOUBL SER E CEuT BL K DETAIL A7 R(T 1) HR BLOCK S WLINESE NO E _ -r THRUST S E E A FILL 4 INSULATED CONCRETE PE GRAVEL 1 o INSUL E•• •• 9 2 4 X 4 X V R 1 2 6 P PIP K C 0 D. E BLOCKING BL N FT ABOVE T 1 ABO A 0 TR TRACER COPPER i P ►roL AY CONCRETE WEE E Z8 0 W E ' TR TH psi ENG 0 0 _ S 2 0 V 'WATER SERVICE . ...:.. THRUST K .. ttttUS BLOC TIH 4 AR AR 'CONCRETE SHALL W AROUND CO L T B 0 NC E E AL NO i ... PO CONCRETE AGAINST O c• 6 POUR CONC E EXTEND BEYOND JOINTS : (SHORTArvD LONG SIDE) ALL VALVE. BOX- - UNDISTURBED EARTH - 0 .. I uN B W2 O1 • BLOCK AS DIRECTED. AP " .• ��. •. TEE OR TAPPING " " APPROX. X BLOCK T CO 2 I= N. DIMENSION RO v v Ms< v SLEEVE � ALE. E V i T P T METER SW N R P MECHANICAL JOINTS i CONCRETEEL U O NIPPLE METER PRECAST co►+CREE ovlR o : I A F As RE E ISSUED FOR BIDDING EQUAL TO ONE SAG 0 WITH SET SCREW _. . - Bt.00If BOX TR N CH r T NO ES _ STOP A KR T RETAINER GLANDS WATER ANGLES 0 s c E E VIEWA A _ THE SEAL APPEARING G ON TH R N THIS DOCUMENT WAS GA t,Gs P D CONSTRUCTION. OR ME L AN TR N. x gtAflE OK PIPE 6 Y CRAWLOK o TI T PR TYPE. I N SS i t AUTHORIZED BY 1 AL CONNEC 0 S 0 BE COIN E ON w M.r. sPL GLANDS .. .. L . BLOCK A5 DIRECTED tROTAi T FINAL GRADE) _ E 0 AL .i .. ... ,: • ., J . DALE B OWN JR R P.E.0 . P RI H SPECIFIED R , 2. AT USED BEASSEC ED0 ►- P MATERIAL AL SE L AN o VALVE X O TIONAL .. , L CX. O APPROVED A A APP U WATER GATE 0 EO EQUAL. W .. ,, x 03 , . ... � !23l09 METER SERVICE Y EXTENSIONS ARE T S & NS 0 S • ALL E CE W ES E E N E 0 BE ALTERATION OF A SEALED DOCUMENT WITHOUT .... ..,, .. � .. , . r T TH . T WITH THE AI I CONSTRUCTION. .. 1 ON NT m .. INSTALLED W E MAIN LINE C S UC ON. ..STANDARD FIRE HYDRA ASSEMBLY 4 MiN. W1 00 1 2 < :......... , PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS A OFFENSE UNDER 4 EXISTING METER BOXES ARE TO BE REMOVED. .... .. , .. ...... .. ,: ER THE . THEMETER XCASTLE. IP NEW..ME E BO ES S ALL BE OLO 2 " :..... ... G TEXAS ENGINEERING PRACTICE _ ' .. .. RA TICS ACT. SQUARE x 2 HIGH _ ... 1 ..... • .. i JOINT - _ T cR IE A A OUNO LEVEL NU OPERATING t. w . .. : r METAL DETECTOR TAPE D UBLE SERVCE p 0 _ Z s 4 P CONCRETE V� PO UR CONC E E 0 ANGLE STOP • ...MAX.uuTER AGAINST UNDISTURBED 777777777 .. A D EARTH .: 1 . _ PLAN VIEW T SECTIONXX 1 VALVE P RATIN NU L E 0 E C EXTENSION " ENSN O a IA x 1/ IN 4 $ D 8 M THICKNESS STEEL MIN. taAcrC WIRE HORIZONTAL THRUST BLOCK SCHEDULE PLATE w/ 90' CUT-OUT 149* SOLO COPPER ' 1" IA T D STEEL ROD TYPICALUTILITY PIP U E SQUARE SOCKET IN SIDE NS 2" IA DE TWO 3i8" SET SCREWS ON 21/4" DEPTH " TRACER WIRE MUST BE INSTALLED DEAD E (i/8" MIN WALL EITHER SIDE TO LOCK THE 0P V T T DIRECTLYABO E THE PPE AND THICKNESS) OPERATING NU SHALL BE TAPED TO THE PIPE At 10'NTERVALS. TRACER WIRE SHALL EXTEND 6 FEET BEYOND ENO OF BEND SIZE tAt t�t tCt t t ICI VOLUME 6,B" 5.0 1.5 1.5 0.9 2.7 0.4 90, 10,12. 6.5 2.5 1.5 1.2 4.0 1.0 45e 6 8" 2.0 2.0 1.5 0.9 1.5 0.2 1 0 12 ^ 3.5 2 5 1.5 1 .2 2.2 0.5 6.8„ 1.5 1 1.5 1.5 0.9 0.8 0.1 '. 22.5' 1 i 0, 2 2.0 2.5 T .5 1 .2 1.1 0.3 6,8- 1.0 1.5 1'5 10.910.4 0.1 11,25' 10.12' 1.5 1.51 1.5 11.2 10.61 0.1 TEE AND PLUG SCHEDULE 10 tht TNR UST t 1 C A r tt V OLUME t 1 4 5.1 1. 0.3 ,N i 11 1 WAT ER R E T R ME E METER V �[ BOX METER SWIVEL NUT OR NIPPLE A 1" X R- _ NUME SO 9 0 P I PIP ZO S E (2 FOR DOUBLE SERVICE) 2 X i•• BRASS WYE DOUBLE (i FOR RV ) _ I E S E T l METERNU SIZE R FORD PART 0 N0, 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 5" n 8. Long 9 -44- - C38. 8 5 / 1 1 r Nipple 2 Meter N e 7 C38-66-2 8 5 1-1/2" Meter Bushin BRIM-66 .2" Meter Nipple C38-77 2" Meter Bushing OSIM-77 ORIGINAL GROUND IN FUTURE STREET D SELECT MATERIAL- �I 2•-0,• MIN., 2'-0" MIN. AREA PLACE' METAL DETECTOR - MACHINE BORING MATERIAL. EXCAVATED FROM THE DITCH, (WHICH I$ FREE OF (TUNNELING) TAPE AT A MINIMUM OF 24" ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) OPEN CUT OPEN C ABOVE TOP OF PIPE INCHES IN THE LARGEST DIMENSION), COMPACTED TO A� LIMIT L MINIMUM OF 90Y OF MAXIMUM DENSITY AS DETERMINED BY WIDTH OF PAVEMENT ASTM D698 (STANDARD)- AT A MOISTURE CONTENT WITHIN. OPTIMUM TO •42 OF OPTIMUM UNDER NON-STRUCTURAL AREAS Ge...YARDS, PASTURES, EASEMENTS) AND TO A _ Q SELECT MATERIAL MINIMUM OF 98Z OF MAXIMUM DENSITY AS DETERMINED 3' 0" MIN. SIDEWALK MAY BE BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPEN CUT OR BORED © (MANUALLY OPTIMUM TO •47. OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. AS DIRECTED BY y CONSOLIDATE g AT OPTIMUM GRANULAR MATERIAL THE ENGINEER STEEgL CASING MOISTURE) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE AS. REQUIRED CARRIER PIPE 4" OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD NOTE., LABORATORY METHODS. MEET, THE FOLLOWING REQUIREMENTS - I., FOR MORE iNFOR A 10N ON WATER AND E ER LINE CROSSING PIPE UNDISTURBED 501E MAXIMUM LIQUID LIMIT45 Z SEE CITY ST�l�NND�ARD SPECIFICATION FOR WATE AND SEWER \O.U. MAXIMUM PLASTICITY INDEX 15 y O LINE CONS��(FUCTION, �L MAXIMUM PERCENT PASSING NO.200 SIEVE 35 2. STEEL 9CSINC SHALL BE AS SPECIFIED IN THE TEC AL SPECIFICATIONS. 6" MIN./12" MAX. MINIMUM PERCENT PASSING 3/4" SIEVE 100 [ 3. OR ORING PREFERRED, WET BORING ALLOWED ONLY INN THE MATERIAL SHALL BE FREE ,FLOWING AND WHEN WET, SHALL PROVED BY THE CITY ENGINEER. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. - E t TYPICAL URBAN oPTrolvN0.1 © CEMENT STABILIZED SANG �I W CITY STREET CROSSING v 41 0 '# OUND OR PLACE METAL DETECTOR NOTES- I. FOR 8E001NG ANO TRENCHING WITHIN ALL PAVED AREAS MACHINE BORING BOTTOM OFGINAL RSUB GRADE TAPE AT A MINIMUM OF 24" SEE DETAILS FOR OPEN CUT STREETS., 0l (TUNNELING) 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL gE IN : U 1N FUTURE STREET AREA ABOVE TOP OF PIPE ACCORDANCE WITH AN51/AWWA STANDARDS FOR PVC PIPE. SHOULDER SHOULDER VARIES VARIES 3. ALL B� _DDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN WIDTH OF PAVEMENT ACCOR ANCE WITH ANSI/AWWA C150/A21.50 i, O 5 •0" 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. MIN. MIN, AQ SELECT MATERIAL 5. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE C ENGINEER, r, �- ©CEMENT STABILIZED SAND 6. EITHER IN ID FROM THETHOi TRACTOR'S PERFORMANCE OF THE WORK, '- 6".12' N 0 OUTSIDE E RIGHT-OF-WAY, SHALL BE CONTROLLED BY 3'-0" BELOW H FLOW LINE. THE CONTRA TOR, © (MANUALLY 7.AL TRENCH S SH L BE BACK FILLS ANO TEMPORARY PAVING OR PLATING L EE p� p ;; CONSOLIDATE PLACED AT THE END OF EACH WORKING DAY: AT OPTIMUM STEEL ING CARRIER PIPE 4„ MOISTURE) 8 SEE "OPEN CUT DETAILS'* ST4700, ST4-01 & ST4-02. NOTE: 7 N 1. FOR MORE INFORM¢T ON WATER AND SE R LINE CROSSING I PIPE I UNDISTURBED SOIL n. SEE CITY STN� 9 D SPECIFICATION FOR WATE SEWER -�I I� LINE CONST OCT►ON: O.D. " 2, STEEL ING SHALL BE AS SPECIFIED IN THE TECHN SPECIFICATIONS. �6" MIN./12" MAX. 3. DRY BINC IS REQUIRED. BEDDING AND TRENCH FOR DI PIPE OPTIONNO. 2 & PVC PIPE WITHIN NON-STRUCTURAL Sr1 T CAL RURAL STREET CROSS G - OR NEW PAVED AREAS W4 W4-02 : NE ST BELL M4 M 6'B TYR AX •• TYP 6'8" TYP. AX GENEl�l1L NOTES: STRUCTURAL BACKF►LL AREA INCLUDES T JOINT P. y ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, CITY OF BRYAN EA. ENO) CLR ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER DRNEWAYS,AND PARKING AREAS) AND SHALL HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL : The Good life, Texas Style." BLOCK SODDED OR HYDROMULCHEO AND WATERED UNTIL BACKFILL SHALL BE CEMENT STABILIZED (OPTION GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS NO. 2 IN W4-03) OR EXCAVATED SOIL COMPACTED B/C Gi i 5' IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS TO 98Z MAXIMUM DRY DENSITY AS PER ASTM D698 - SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF WITHIN OPTIMUM TO •4X WET OF OPTIMUM F, I `b TYP 1-grLpR. LAST DISTURBANCE. (OPTION NO. 1IN W4-02) 1JQ P� STEEL CASING APPROVED EROSION CONTROL MUST BE INS MEASURES T TeJGQ� ALLED CARRIER PIPE CAST SPACER G i i DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED 8Y @ J kM, PAVEMENT AREAS 1-PC. PULL -ON WATER CONSTRUCTION AND SHALL STAY 1N PLACE UNTIL ACCEPTABLE TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS SEAL W/ STN. STL. TO MAINTAIN 1" MAX CLR, COMPLETE AND THEN REMOVED BY CONTRACTOR. CLAMPS -APS" OR 38 i 8/G PSP' MAX ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF 1 �$IDEWALK' STEEL CASING SILT AFTER EVERY RAIN. .. NOTE* CASING SPACERS AND CLAMP 5: I ' BRAWN BY: C.L.M. AT SPRINGLINE ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. CASING) O MIN. (THER 24' DIA 8" WIDE BANG STAINLESS DATE: 01-01- 08 CASING) OR 6 RUNNER IN. STEEL (TYPE 304) U (24"-42^ DIA, CASING) ST 55 PROVIDE 4 STL, TYPE30418" WIDE 0 NEOPR INSULATION SLEEVE SCALE., N T S W/ POLYMER RUNNER (CENTERED BOTTOM AT •5° BETWEEN E AND BAND OR TRAINS NON -CENTER CLEAR BELL, MN STRUCTURAL BACKFILL AREA APPROVED: - W. P. K. RESTRAINED M FLOTATIONS POLYMER RUNNER YP) INSULATED S, INC., M00 SS18' of "c ME" FIGURE: CASING DETAIL W4 W4 004 XFMR A B C D E F G MAX KVA inches inches inches inches inches inches inches WEIGHT 100 Single through 24 11 54 701 10 49 15 2,500 Phase 250 112.5 through 46 15 91 91 21 55 "'' 22.5 4,915 300 500 ` through : 53 15 111 105 21 69 29 9,500 Three 1000 Phase 1500 & 58 15 114 120 25 80 28 15,000 2000 \f CONTACT CITY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE. `L IMPROPERLY PLACED STUB UPS WILL BE CORRECTED AT THE EXPENSE ICY 21 � OF THE CONTRACTOR. CSU WILL INSTALL ALL .RISER CONDUIT. w CONCRETE PAD SPECIFICATION 10. PULL STRING IN ALL PRIMARY RUNS SHALL BE TIED D AT BOTH ENDS I s '� OF CONDUIT. 3 �.,... 11. CAPS SHALL BE PLACED AT BOTH ENDS OF CONDUIT. ti 0 7 SECONDARY CONDUIT TO BE INSTALLED 30 D s 9 12. DATA MINIMUM DEPTH s BELOW FINISHED. O GRADE. E 23 4 8 1 5 13. PRIMARY CONDUIT SHALL HAVE 12 TO 18 OF DIRT COVER PRIOR s TO PLACING A 6 WIDE CAUTION TAPE. FINAL BACKFILLING CAN 25 s OC THEN BE PLACED. E C T I ❑ N N U M 14. SOIL AROUND ALL PAD —MOUNT TRANSFORMERS TO BE MECHANICALLY f COMPACTED TO NINETY-FIVE PERCENT STANDARD DENSITY WITHIN A TEN . FOOT RADIUS OF CONCRETE PAD. 15 CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT f > OF CONSTRUCTION. 0 8 4 16. COST OF LEVELING PAD —MOUNT, TRANSFORMERS AND JUNCTION BOXES Q- THAT ARE LEANING WITHIN TWELVE MONTHS OF INSTALLATION WILL BE 8 20 H_ THE RESPONSIBILITY OF THE DEVELOPER. THIS ALSO APPLIES TO IN GROUND a 25 PULL BOXES THAT HAVE SETTLED BELOW GRADE. MAXIMUM ALLOWABLE TILT FOR TRANSFORMERS WILL BE 2 DEGREES IN ANY DIRECTION. E CTI NUM 1 T. PRIMARY PULL BOXES AND SINGLE-PHASE TRANSFORMER PADS TO BE PROVIDED BY THE CITY AND INSTALLED BY THE CONTRACTOR. THREE- ' PHASE TRANSFORMER PADS TO BE BUILT BY CONTRACTOR TO CITY SPECIFICATIONS. 18. IF. EASEMENTS ARE EXISTING CONTRACTOR WILL VERIFY BOUNDRIES PRIOR TO INSTALLATION OF CONDUIT. CONDUIT NOT WITHIN EASEMENT BOUNDRIES WILL BE CORRECTED AT: CONTRACTORS EXPENSE. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING GROUND RODS AT ALL TRANSFORMER LOCATIONS, AS WELL AS ANY OTHER NECESSARY , ELECTRICAL FACILITIES. COLLEGE STATION UTILITIES SHALL PROVIDE P p Q THE GROUND RODS TO THE CONTRACTOR. i 1 20. CSU WILL INTERCEPT CONDUIT AND EXTEND TO PULL BOX (BOX WILL BE FURNISHED BY _CSU AND INSTALLED BY OWNER). ALL WORK IN THIS AREA WITH THE EXCEPTION OF INSTALLING THE PULL BOX WILL BE DONE BY CSU. = rroposea � L_ r v onaulzs 1 with 1/0 Primary � = Primary Pull Box ht 00000_00X = Street Li - g V ndul t d P C Co Propose 2 - _ OOOWHPs with 1/0 Primary, All work by CSU. COBRA HEAD 00000 = Line Section Number Proposed 4" PVC Service Conduit B with 350MCM URD, Wire by CSU, Ames Fuse NC - = EA UD PriID--> "g riary 00000o-00 = P o l e = Meter I I I � . .� . -1 - I . . * I I . � Qu-� . . , � . . I I I I I .1 �� . : I . 11.1 I I I � . I . � I I . 0 � ., \ \/ I I � . 11 . -_ I . . . 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I � . . . . . . &: I I � � I .. . I I I . � I � ',�\ I //�k<_�y I I I � . I N. - - - 1-1 ____ as . I I � �. I � .11 1. I I . I I a I . BOUNDARY LINE - I I . -i./ . I . ________� . I I . .1 ,� . �. I I . I I . I /11'� ----7'/-,,/__// � -_ SD__ .\ � . � ,. . I � . I . I - I � . . 1� . � � I C . . � . .. . I I .1 � . I .�, . � . � I . 1. . I _ L_ � . --SD-- 1, . - 1. .1 . . . . I I � � a . �- 0 1 1 . -_ -IJ ir I , _� . ,_ - I � . I - .� I I I I E - 1.5WS - PROPOSED WATER SERVICE LINE W/SIZE / -- S 44 . .7 . . //-- --X/4:2�//' � . � . I I . I . . . . I I , <7 - ___ illillillillillllll 144 � F - JI.? ,_ _. '�-//-//_ � � 1. . - � . . . I . . .2 I . . � . . . . I I I I mossFallwAseloni'Ammeml;;mw 45 . -7 1 . , �7 I . . .1 � I . I ., � Jones Butler Rd :� I . � . LINE W/SIZE I , I .11 I �� . �� .. - - - . � . . I , /X_ -/, �_ - - - . ,,�, � , . t I . I , � I I . I I X . ,� I � �:: , / :9 . J .. "I 11 .�, - - _ - - � . � / /z 1.11 I I , I . . . I I I . I I I . � I � --------__; � I i� W I . I � . I .. I � I . I -6S-6S- PROPOSED SEWER LINE W/SIZE . . I . I . -.1e . ;1 � , . . - 111 I ; � / - .I- . _1� lw� \ - � � � I I . I ... . I . . I I . .. . . I . � I . .1 , S I .. I : I I I I I . I . � . .1 . � � I I I I � . . I � I . . I I - EXISTING WATER LI I NE W/SIZE. . - . I I - I 0 . . I � I I 7 0 XI,3-- p .V/ - . \ \, //-- //-//, -� I . I I I I � :::. . ___,_ - - 16W- . . 7 . I -1 " ",7/, 1 � . . I I I . . - I . � I ., . W1 I I . . I .. I --' f',;`� "" - ---- I - -p I I I I //�// c I I I � I 1 _18ss - EXISTING SANITARY SEWER LINE W/SIZ - X 1, . . I . I R � . . . � � � 1�1 - -,",�f-l"�,;&; �, 7f,_7 I _ 17�� ..�. . I . . I \11 . . . I I . I , I . . I � ...... , - " " " , "il '07 1 , tl - m ��� � __1 . . I I . I E I 6 .. ` , � �, I ,P " , � ,J , M . 09 �, . ���� , , - N " " "_ , "' . . - I -.,, . I . � , I I I I � R �,, �� OW W!, ,.___111 - �, .,� "-.,.,�.,P�,�ll.�,���-���'!,.",.Z��l- I-, : Prop- /.5, pU11 I I I I I I . � . - - : I I � , I " W , , - : � . , � . . � � � �. 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QENERAL NOTES - , � . SCALE: N.T.S. � ' . I . 1. . 11 I 0 � . � . .1 . I . I I I � � I .1 I . . I I . , . I . . . I � I . . I . I . � . . � I ". I I . - I I . I I I . - . ;__ I I .1 70 (.0 I -1 ______._� 1 381,4 I . . . I N� � . . . I .. I I l.. This property is ciurrently, Zoned R-4.. . I I I .. � - I � - I \ / / � - - ___; - S 46*05'09* t - �9.00, Prop. re Hydrant. 7,N 60 . - I I , . - . : .., I I L : I . i I . . I . . � . . I : I I I . V . . I I I �_ - I V _ . . 71 1 72 �31 1 . _NVI 3al-4- . - I . I 9 I , . . . I , .. � . I I . . . . I � �, � . . I . . . . . . I ... - I . ... . . . � . 11 . I I I I . I I .. � I I . I I I . . � \ .�:: / � I I 1 4 1 1 � I � . 1 74 7"gr . ' .1 11 NVI g,Vlj R4' . . . I - ,4 .. . . . L 2.1 . Owner & Applicant: . � I . � . . I .1 I � . I . . .1. I � � I I I . .. I 0 1 1 . I I . . . I . � 76 77 11 . . 1. . R4' . . . I I "i I , .1 . � Tucker Moch DeveloDment L.L.C. �, . . I I � I I 1. . � . - � . . . I - . . UiVE rA & E I . I � . I . UNE BEARING I DISTANCE I L1 _______ � N 4C14*09" E 1 0.00' L2 - S 45*46'16"-W - � . . � . . I . I , � . � I I . I , I . I . � / . . . I I � . . � villlkil\ /() L -I a I U REQUIRED � . I I I '*1 . 1. I I � . I . � . I 1. I � Uil,jlj . . I 1. I I \ . 4 1 .. .. � .. V) I I � . I . I . � I . I I � . . � � . I I 1 � , � . . : . I I / . \1 - � . I . I . I W I / � . � I � .1 . . . . . I I . I '. . I � . I..'' . I . I I � . I . J 1 E3 +1' . . � . . I . . I I . + � . .. I I . " 1� - " ",--,,,, N I I ,� § ,�.,V'� I I , i ;pr ; CIYA �,g - I / I . / I SIGN r I . � . I ,� �, - , � . I I \ � I I RESERVED . I cot - . 5� r- E3 +2! 1 1 . " Z"', , �` �� - I I . . , - ,� . � Vl�, 1'�� P. ?I It, J '7 � . � I . � � . . � I I I I I ,.� _x- - I � - M 1, x�,l r ,. 0 5 . I . \ �/ I I I . I . I +1 I I I I I I . � I . . . I � I . - + I I I . . I I . . I 0 . +3A I 1, . I . . . � I . 10% .- , .. � I . . . � I I I . � _ "', I . I I . . I . I . 11, � . . . . I .. I � . � . I . 1. I . I I I I .RESERVED . - h � . r-1 +dv . . � . I I � � . I � . . � I I � I I .. .. . I . Bicycle Rack I . I . . . . . . I I .� I . � SIGN � � - . . . I I I I - I . � � I . . I . . NOT REQUIRED + . . . I I . I I � . .. (See Note No. 9) . I . I . I . , I � I . I I � .. . . I I � I .. 1. I . � .1 . I I COM"'LIANAM . __ . , . . . . I I I � � I I � I I . . . . V L; . I I . . I . . - I I I . r . . . � + . I � � I I � I . . I � � � � . . . I I . . . . . � 12" , ,_ I RESERVED SIGN I . .. � I . I I � I I I I I .. I I .A. � , � . I 11 . . .. I I I . � . VAN ACCESS113LE . � . . . I . I . . W . I., I I 11 � . � I � .. I I . I � . I . I � � . � I - COLORS: . � SIGN � I I I .1 I . , . . I I I . � � . I � . I � I I I . . . . . � � � I � I MAR 26 2009 " � ') 1 _4". Concrete Slob I .. . I . I . . I . . LEGEND R . � � 1. . I I I . I . �. I I I I L . � .. I �v \ . I . I . I . I � � . I . � I I I � I . I I . w/#3 + Bars * 0 18" O.C.E.W. I � . . � I � . . � . I I . � RESERVED PENALTY I r1i - � L12w. - . . . I . . . . . .. I � � . 1 . I . . . � . � . . . � I . I . I � . . I � .. � . .1 . . . . 1. . I . .1 . I . � PARKING WHITE SYMBOL ON BLUE BACKGROUND I I . _I I . .. I . � LU -ii lu . . � : � I I I . . � I . . . . I . . I � SIGN. I I . � . � I � . PENALTY . � I . . COLL toti N , I . I . .. I I � I , . I I I I . . I � . . . I I I . . . COLORS: 1. + . . .. � I + . d . I . . I � � � 1. I I I I . . ,� I I � . I . I . 11 I . I I I o I . I . t3l I SIGN n; n npmm .,iminri: , . I I . 1. L : . . . . . � . . � . . � I I . . . . � ft Ar-AM0 rAP%PfVP%L_ V11 Villf-V Inmr-I-Ro I I � . . I I I I L I . L . I I . . . . . I I I I I . I � ., Co I Z . . LL .1 �L . I I L I . . I i L . I I I . . L L . - CONTROL DEVICES (R7-8) I I RESERVED . L 13ACKGROUND MITE I .. . . . PLAT FILED: 22- '2,U - C�j 1 . I . . I .1 L . L . I 1. I I I L I L I I I I L . I a, - . . I M17E SYMBOL ON BLUE BACKGROUND I . L. I ri - 1. 11- - --- - - I I , , I I . I . . BICYCLE PARKING D I . . . I . L I . I L . . 2-3/8"O G . L , I PARKING . I I L I . L I . . L. . I � . . - . I I L . I I .. . I L . . L L . I W . PENALTY S1GN1 . ALV.-,--' W . I I . I I TEXAS ML L I I . : . . L . I I I I . L I I I . K . . . I I.. I . I L . . I L . .1 . I I L , COLORS: . PIPE POST . . L I I I . . it ANUAL ON UNIFORM TRAFFIC L I I 0 � . . I I . .. . i I . L L - . . . - I I I I . W IL L I � .1 I . Z . - L I I I � I L I L- LEGEND & BORDER GREEN . LL . I - CONTROL DEVICES (R7-8) I L I SIT L � I . .1 LL L . . I I . I I L �� L L . I It I L L . � : I I . � . .L I Li .L I I E ,, L I . I . . . I . . I r) . BACKGROUND WHITE . L . I L I W . L . . I . I . . I L I I I I . � . L I I . M I I - 2-3/8"O GALV.- ----' . tn , I . I � L L I � L . I . . I .1 . it � . L - . I � PENALTY SIGN � I . I . . I PLAN . .� I � I . . � � . .1 . . . I L I I . .. N 20 TEXAS MANUAL ON UNIFCRM TRAFFIC . - - - � � . - . COLORS: .. PIPE POST L I I . I . . . I . . - I . ''. . . . . . SIDEWALK I I ACC�EASSIBLE . CONTROL DEVICES (ME R7-8A) . . .1 .A. L I I L . I I %__ ------- I- . EEN . � L L I . . . ________ - - . I I L. I 11 - 12* . Permissible Construction Joint - I I a � . ' L . . . � I . I �� � . . IL . . I . I L ., REINFORCEMENT -\ I I I � L I . . � . .1 . :� V) . - I . . BACKGROUND MITE 'L I . � . . . I � L . . . . L . . . - . . -1/.2 1 . I L . I L.. I . - IL I I I V) . . . . .. . I . . � . �L � L I I . .� . I ILT I.. I I ' L I L . � . L L I � . . I . H - HE � E Q I'l I I L L I I I . I _ L . . . I . L . . . 1 $ 50 - "O FINE I - �SSIBLE SIGN � , &. . &� 4 . � - I L I � $ �: 50 -200 FINE L I TEXAS MANUAL ON UNIFORM TRAFFIC .1 I I . . . . �. L . r . . . . I I I I I I I I . . . I . � L 3"R ''I � I L . . . I . . I I . L . f COLORS: . 11 .. . , co Wrl"HOUT VEHICLE . - �% . . I I I 'A ,--"- L . .1 I . L I . . I . I � I . . OL DEVICES (TYPE R7-8A) I .4 . L . IL . - I . - _ _ I I I . I I .L . 4- \ I . . WITHOUT VEHICLE GR I . .. , I . L .1 I L I . * L. I L -.1.4 4RTERS A T � I I �-, -d ... �ltS�ek:-,;",� I / L I . -3 .� L . �,-,_, N., ,;_!� - .- ;, - � I I . I IN PERMIT . . ,,,,'. ., �'. , . . . k., . . . . . I L . I _-, . -i I . . I � L _ - I _ - I . I . . � . � � , . . . . I . __ . ,i_ . I I . '��.' 'L PERMIT L . . . I - - , _S,i �- �, . ., L I I . .. . I I " - k, . � - . \ I _ _ : . _L I . . LL I . . I � , ,,�,7z� i ;� �,' I.. I I . 5 ,� .�-- I � . I . x", �J,� _ I . . I "� - - �4, .� , .&' . I .11 . I , � I,_ - #4 Bars 0 ,18" O.C. L L � L I . � I . I L L .. . I . I 0i. � . I . I I " � . � . I .. .. . � . . 6. �_`� �� N�-_;'__'�L'1" I .L I . . . . . . I .. I . I L . . L . . . . .. It I I I ` !� ` , �,_,_,_ " -�-'!�,�L��el,�,2����""I'l""I'I . .. . . . . . . . �_.'.. 11'_1_-_1�._. � . . . I *,��M ,� _'�,`.. ___. I . . I L I I I : �� '1�.__!� A� - , - �;L_NL,, I � . . L . . "* � -1 . I I . - L * . _4.. V I I I . COLORS: � ... . L I - 2-1/2 TEXAS MANUAL ON UNIFORM TRAFFIC .: . I . I co . . _, � -11% � . _e_. i.�., . ".-'r�_W`,��4--, ;�",,;;, � �-L .L . . I . . R CVER . . I . I I . � 11 .. I L . L � I I L I it .. .. . I L � . L UTHER STREET ., L L, I * � CONTROL DEVICES (TYPE R7-8A) . I L L .L . D I I C . . ?�-- - " -� __ - . . I - L . .L L ,_4 L . I '� �� � �� ,'I� .� I I . I � I ,,� 11 I . . I .., � .,._ , � � . � ... .�,�� �' _ ,1� .� ... .�,��', _ ,1� .� ... .�,��', _ ,1� .� _? .�,��', (See Note) L . ,g,��, � � j . Vories , . . . . � . � ,;��-; � - I 1 . I I I L I . . �� � L � I ', , g� '.'- I I it. � I . L , _ �,11 , �� 1�'L`� LL I . I . L I I I . I 11 � I I I . I . L OU MI L . . . I I , ;� I 1, . 4- 1 � . -i: . .. I L ,,-.,�,? 4-: �' `� I . L L I . I . I � , , , jg�,,: . .", .., ��j I I I I . L I I - 't�, '] . . . . � -Ii,��,,: " � � . `i"�'; ,,�;; ". , ........ :?, ��i L; I I . I L . . . . � . . L I I I I . � , , -�,_ . I I STD. CURB 8 GUTTER . . . I .. 11 . . - - , I � . I . �,. -, - ;�� � ��,:_��=, , � � ,�=,�,,; �� . I , �=,�,,; '. ---,. .. � .: �c . I � I I I -��=.� _ " � . I I . . . I , i� =, � -", , . . CONCRETE I I I . � � . . I � -'�, 3. "�,,;� t . J� . 1 12"O �el. � �, �,- -.� " "I w,_.,,;,,,�� , ','i '. _% - � I . I . : - . I I I � , - ��,,, - , , RN , I I � I . . � _�� ,, 4, ,� _... I . . I . .. � I . " . . I . I . - : I � . I . I . . ,�,Z� :_ _�42�1`, - I ���___ I . I . ' I . . I . TEXAS MANUAL ON UNIFORM TRAFFIC .. 11 .; . . � . � . L I . = . I 6" Reinf. Conc. Pvmt. . I . . I L I � I I FOOTING , . I I I . . t1f%kITnf%I r%L-%1I^P*1- /T'VMr- M� ft A N IL , . - . . ..I � I I I I 0 Acre Trcct I I . . - . . � I � � � \.� I + , I I .1 - a, . e, - - � 10 11 . � . .1 I Z I I 11 .. � I .. . I I . � I I I . � . � . . . . � � � I I X 8W - . Ii. 11 I., � . . 9 �! I - 7 so, al . . a2 I I ; I 5 IN . .1 . 11� I .... � I I . ,�. I . 1 41978 Hempstead Hwy. I I I. .� . ,.. I . � � . I � . . . . . . � I - I - . . . 1 8W 1 . I � . (Typ.) I - . LU . I I I I . . I . . . . . I � . . I I I � . . y" "O . . . 0 . . . . I . 10 ---:, . I Ir . . ' I . . I I Waller, TX 77484 . . - � . . I I I . I I � . I I ,,:5 I I - 1�1 . , I . . � , I , I . . I . . I I E . . I . . . I . � f / I . a: �w . . . I I I I . . . �� . . I co I . � I t� . � I - I . . 20- , '[I I ,11 '2 I I . . I . I I I . I . I I . I . I � . I � I I � I � I . . . � I .... �� , I . I . ;o - I � . � - - = . I . . -4647 - . I I . I � 60 : , Bcck\Curb' I I . . - . I . . I 1 (713) 213 . � � I . I . . � . � . . . % . . . . . . __ - () I . r I . I � w I LIU I I � 1. \ .. I I . . I . . I I � I P.U.E.. �h . . . . � . � � 3. . Proposed Use: . : . I . I . � . . � . I . . � .1 I � . � 11 0 1 1 . . F � , " I I . � Z . , , I � - . . . � � . . � � I � - � . 11 . 6. 1 � � � I I I -�� , I . .11 - . . � ,- . � . .� I I . . . . I I I 1. . I X . . I . . : 2'- Mari I � . III 0 I I . � . . : Multi -Family Dwelling - . I �. . . I I � I I I . I I , , � - . - - - - __�_ . J/ I + � . I I , . I I I :W . I . I � � I � I I . I I - .. � . � ___1 . . . � � � . . . . � I � . * t7r� I :::::::; -5- . a � . . . . I I - I . . to .. I � � I ., . I I . Total Buildings! (4) 2-�-Story Buildings. I I I . � . i � .. I / , , I I T /-- -h14' , � 7 Z_ .49 aq I .1. . . . I U-) M � . . I . � � � I � � I I , � I I I . . . . . . � 1%41'1_�, S 88 . . io - � � I . . . I . . . . I I N I . I Total Units: 30 . . . . � . I I . . . %% . . I IN I ------ I � 87 . I . + . I . I I � � I . . . . � � . � . I . I I I _t � V�. . . I FIRE: NE . 22' (7�p.) 1 86 , .1 t 85 �, I . . . � I . . . � . . I . k . I � . IN � � . � I . . � I . . . . � I I � I . . I . . I . ': ,V 0 � " � � FIPE LANE I 0 . e tl�.: tri I , . Gross Square Footage: . 31,590 SF . . I Z-- LANE: . � 84 � I "93 . . . I . I I . � I , -5 . 0 . - I _uDI _4 � __ I . . . . I . . I X - t! 3� *4 / I ic, 8 Waterli e 1;7 �. I Z I W . I .1 I � . Density of Dwelling Units per Acre: 18.95 � . I I � � . 0 , a C -2w ---- FIRE LANqir� . + :5 . I . . . I � . . X . 0 . . 58 -,I (WA-1) � ,� FIRE ( A � . A %A 83 :h12 -1' . 1. \ I . Z t I I . : . . a L0 0 E � X (See Sheet 5.) 1 � I -,___ I 7ProPosed Fire Lane (Typ.) � (0 . �. 3 R10' I 5 -� ( . I . I 1. . BUILDING IS NOT SPRINKLED . -� I I I - . . . III I �. . 0� 0 . � 1. / M I I � . . FIRE I ANE '�' . . 1, 4. Parking Analysis: . . I � I . I � . 0 .2 4J .0 0 :� I % (See Note 16.) r . I �. I � FIRE �ANE � FIRE - - 04 ./ .\ I I I I / �: I . . . LAN R4 - , . . . I . � C I � . .�, I W .1, 0_ I I - Z Private Sewer Line 6S 6S -� 6S :��IP7 � I 11 I � I . Parking Spaces Requited = 60 *BR x 1.5 per BR= 90 . I . / 0 � 'a e "' . I . � I __ 6S _� 6S � - � \ � � � I 11 , � � � . . I - . . � . . � I a I I . I . - I I I . . ., . .. I I _� . Parking Spaces Provided - 90 (includes 4 handicapped accessible spaces) � . I . ,/ Z] . . t . I . I -, . 5. WATER AND SANITARY SEWER DEMANDS: . I . 11-D . 0 = -\,� I I , __� � � � . 1 4 .\ I � I I! L1, . 0) L. _* :L tq . / 57 1 R4' . . (See Sheet, 4.) \ / .\ I ;t: . = .2 a I 4 . .. FIRE LANE � I . I . r 41S i�) I I I . .. \, I . . � L i 6 14T I'OL�6'5 . I/ .. .� I ---__ C4 . I L :Z� . . . � I � Water Demands: Max.- 280 GPM, Avg.- 100 GPM I I � . . I . - . 4J -04 *�. . . I FIRE LAN I FIRE . . I . z4v's- 1 . Proposed Concrete � � I . I . . � I . I - I I I � : , ) / 66 55 54 53 52 . I ,� � FIRE LANE . FIRE LANE 2 R4' I R4' � I Parking Area � (2) Dumpster Pods I I / , \ I I .. .1 Min.- 0, GPM I � I I . . I � � ", � I 3 -C .k. . . I . . _J :? ;�) 1+ I 51 . I I Irrigation: Max.= 20 GPM I . I I . . � � I . I Sol : I 'RE W (See Note 15.) \ I . I . I I � . I I � 49 148 . , I I . � I I I V) . 47 nRE Lm � I I . .... . I _e . WAN . Lci . max.) I .. I I I I . � / - 1 7 46 145 44 1 . � I \ L Z - I / \ . � . . Sewer Demands: 244,800 GPD � � I W1 I-_ M I I . ... "I / I . 1 43 FIRE LANE -IRE LANE R4' 6. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, � . I . . x 0 0 1 + � . J�16. - 2 41 40 � I F FIRE LANE . 1 :5 I,- \ � I � . � , I . I � I I-, . . . I - 36. 37 36 . I I ... , IRE 4E I . � I Map Numbers 48041CO182. C, effective July 2, 1992. This property Is not located In the 10OYear I X I I - (ARE- . . I I � .,:!; � 11 � I () .I I I . . . (17 . a, . %D I ., . 3k 34 33 . 32 1 31 - 0 � I � Flood Hazard .Area" I I � . a I . I . \ - I I � Iffi-ec�cAL- LK) r: . .. . . . . � � M / , I 11 I I � ;I;, �0 t� Z I I � . I JU -12' . 12-11- / I 1 7 Contour Information has been prepared from an actual on -the -ground survey. . . . . . i Lu . X / . � . WS I J�> � I I �q I . � , 1 J119 � . . 0 1 � . . I I I I I 1 C4 1 / . . km- � i,k&' I-k 1- Z LE,& � I . I \ . I I I - . 1. I - 8* Electric service to be provided by College Station Utilities. . � � � � . X 0 / it: I 1 25'. 1 � I I . Prop. 5.5' idewalk - __ I .2WS I I � . . . . 0 _/ I . � .9. Domestic water & fire suppression system to be provided by Wellborn Special Utility District. . � 0 1 �� .1 . - . - . . � � TI \ I , 0 - I . � . I I �� �� �� . � C 10. Sanitary Sewer Service to be provided by City of College Station. . � I \ :9 B.S.L. I I . � � . I , . . . � � . I . I . VJ I . � ; - ; I . Ii-c. Sign (We 1) . I ! : I I . I - U! . . / I I ,�,,`-�:_: � e,� ,.--,i-;t , - � __J_ . I � � . I . � � . -1. - I'll �"�:;�, . -,;-,,�,11-` -,��z ',',',.'�y -,3 . .- � . � . . . I " - .." - , ,.,- , � 11. Stormwater Detention for this site has been provided on -site. , , �.. � - . ) . . ,", - ... - I . . . I . i, '; , ", .. ;�,,, 1 � I I I I . '_.� , � �� _� I�,, . . . I I ` - 2�., ,�.��, � - , I r . 10' 3�: . .. I � _,". '4�,� ,v'-,-' , I 1. � P. 5. 1 . 12. All roof and ground-m unted mechanical equipment shall be screened I I \ � 1 3,-R�- _AR,,-,nl,� .�,2��_-;,,.-,,�,,,I�j !, . - � , , _ .�_. N -,,��,,. 11 .,� . � r� � , 'A - ... Pr I ."], _1 ,,, , 1 i�',, I � 0 � - .. " _ .L " " I --- , I Sidewalk . � 'o . . - I I I . �.,',.!,�_,,�� Z I � , _, . , -, .." . ; ;; ;; ; � � from view or isolated so as not to be visible from any public right-of�woy or residential district I _ _ i w,�MI�8?,iv --- ��,�,,.,,,,-,'�� 111, , � . � . � tn. _',,�,_ 1_1.� , , - I - - ,- . - , , "' , I I . �. , , " `M"",, _;�', i�_ __ - ,� " I I - --,-.,-..- .,-- - - � i 1 77. " � ''I I . I � . . _*_�o \ I io . I -1, , , . E. . - -,-��'-,g--,�-,'g,;. M��,.�_ , .. .... i� .- ,� i,, � _- - I I I . . . X 11 W / . . ,�,, � ��-M�,�;,.�_ _ _ t 0 .. I � 111 I __ � I, - , _._i�_�'l ,�;�_ 1_;�,.�, __ -,. _ . _ , �, _ ae,z,,�,__,i,��z�,� -gN%g;.,;�.�Z-- ,�� '? � I . I (D . . 1_`�.'A -, -"_5��"Zl� " ��_ I-,--_ " - - -,, , ., __ -1 - � I I t I I - " ,� � I - - - - . . I " XT.,�,�i,�.. , -_ ,�`�,-,-- �,S'01'__.._.. � I . within 150 of the subject lot, measured from a point five feet above grade Such screening . ,�&_ , . ,- , � 0 - , "�� , ". . � , - - 4 1 , `.,� , 5._� �11 "I"I-9 _7_1�'� -__E' _ � ., . ,_� -,�, . , a �g m�-, ?� W , ,� ... � `_ �--,-N, N,zi "i", -�4 J,R�.,,n � - . . . �,,, t �;-� �,.-,, �,�'-.','- -q�; t� _i �� 5AM , ��,. Q,� ,� " ..2, �, - �, ,�_`�Z_":-"g',�",� -�.__�gwmg -�gp m� !!!: � I _.� , -;� ,,z ��X,,,, -. --� -, " �.";, X, _Z "-P�,�,��-e-,�,'�,.��','e�-'��,�4�s'.-� �,.��4.��Ig,:, -`,�1f- ,-,,-�,--r";��-,;-,il-"7,-.:�--,-��"i,:".i",Z�-i,�.,.'..* " * (n -- _`,� ` ,_-- 1._,,____� !�'-""�"---,.-,���,�l'.�"""�-� - ., � " -�' � 5 �-,_ �--,,��-,�,,�� 'O 'i� .r. I 1, / 2 . . .. - . , -, -j'.. , g "', .� " ",'t, �. ,� � - � , _,!.r._,-. . . . . . ., '. , , Co I . -, .11 - - _� ., . . .7u Proposed _- , - - _,; _._� - - , ,u :.;�, .i�,,Ai.-,,�,�,�,�,11 (O ."'Em,"', --,i�--�-"�T4,-�,�-,�-�,:��,,,,,,-��,�-"-,;--.%,�.-, p ... �.% .a,;"� ,,; - _ I . / shall be coordinated with the. building architecture and scale to maintain a unified appearance. . . I , � , 5 " , , - __ . 0 !, �� ;t, L �"",-" , , , - - � - P "`- - 11 --,"I _11:��t,�_;, , r-, . . IV , 0,,;�In-'11�`:, '-,� �*, -� _� 10 .,'.,'�f� ,1,,Z-��,� i,:,_�,,'z_-,,�,� " . . - ?. - , , - � �,A�.,�A� , � � ,", - , _' � ? 1" ,',,�, , - ___,�_ - , - -. ,� , _ , , . - r � �R.: --- - ii.'�, , _ _ , ,, ',_.-,_.__- " -, -;,,,. ri -;,, � ., � ,-, , , - . . , ` - - - , . I , ;;; � ,�,�, %ki*, �-,� . - -- --�, .- Ac�-�, `0 !- W .9- ;, 4� , - . . - "' �'�, "" ��-- ---,-,,,. , ,�",,'�n -3 , , � � _4 _� lr'��. :.,'r� . - � � - � - . � -- � - , , 2'. � �,;,F � � �Z, � Y3. - I � - -,,-,,�-"�,-",.�",.�.,�.,.�,,,..��,���!l�o Wau _'.1 , ,-.--.. �, -,�,�._ , i 1, - ;- -.,-,, -,-,4 ,.', ""�,, _�,� `,N,'� 1 _ �, �t.__ .. "O" - .1 . . I .,�F � � ,.-- � . ..... � _,,� I I . . hg��:#4_-�.�:��_ "!"'.." �V, I . 5 , , #.�',- � � I . . �-� --,� -�ez - . ,,,, .4 � -,�-�-��; �.�-.,�.,.,,;�,F,��-i��,��,','.., � �T,KRMZM ,,�i -o --� % iil�,.% ,� 6 . , " "', - " , pN W�;.� .,� � ., _ , , I . � I . . Detention Pond #1 I 4 ;4 1', �,�,�,,�'-�.":,-"r,��-.,,���'C,.--,,,�,,.�--�,'.-, ,,�,..-��,,_�-""-.,',�,"r---.�".,-,����'--'--, � (&3.'J'6,-_'. - ��,�,] - , _ '- " �-,!.,Z��,.,.,�..���.',�l,��;.',�-".!."",L,�,-,-",�-����.,�-,.�-,i-�,-�;,�,,�z��,,,,,,--� !,� -, ,;�,,, " " . . .,_, _r � - Y_ " 13. Bicycle Rocks shall be one -bend rack, Model U/2, Surface Mount style as manufactured by . 11 . / � J-�.,; _�y BuIldfi " ' " - -, - � t�T�--4, ��V� _ . i�,_%,!.v1:11-'Z,g- � , �.,,�', -1--Z-11'.. _ �5,1-1-2,31M �, . v3_1 '.I "I, I """ "., -, _,� � Rd - __, 1, " 5r: `91.1- " . - --- - ,M�11.,-��" , .. ". 7� 1 1 . . - , ` -, `,", -N -�W�!'VK- � I � I , � , 'I I - _1 " �Mf',`� ., i I � . ,xRl` 2;UQa�',,, ",:,.,6,.A , I I . rill-111- A� ` J,;� � . � I - - 'so ',t�",?i� ,��,&`.,;,�,-�,Z,��!, '� ` i� 1 , -, �.�-,- -, .1,. *-.�- I A'11�1`, . ,�,- ,�',�,,� �,�.�"' . I (See Sheet 6.) c, �'I;,;_,,�,�;"�-31� .�--���z"�-�i,�,�-�---'�lil�i'l.-�'�,�Ill","--�I _"�;_-, -�-,;,-�_,- �t!�- ,�,-,,��--.,.-.�,--.� (; " ";:�-t�r,-.,."��",-,7-."���.'���.�'.�',-,-',�'-...�-"��-�".���-1,;-,"�r���'--I T.�.!."�.��'.�,'��,�.,.-�..-.��,"'� , -�* r , " 1 "5� , - , . , __ i. r, '. .- �' � : I . .. ,,- _ �. �_ �� _, � - I . I I 1. _� , - -, �:i,�, , _ . . Z--, �m -1 i-, '��N�'_ 13 .. I . . ", _ _� , - �` : . . . . . 4 . � � � :1� - _ J28X JI,�-',��"`.,r�',_--.��! . i ;?:,I� -,--,,_: �,�, __ �` ^ ��,'� ;�:_yp,ypte! -_�,!,�tful _'.. 1 ri . - ., ;�, 4 i.��.��.�_ w," -A, ,`�;`% _`_:�,,'�,-,--, . - , - . ., - _--i f7hWh6d - _ " 1�41?,0111'114 _8100,�,_3*2� , :'_t,A,,-.-.,"_----_,,- _N;. A:;3,0�4, -,W-,_ - Cycle Safe, Inc. U, \ . �0 iN� B�_,-, �Iz:,,----�160,1. _. , �-, F1 " "' `` "' " .��Wz L�,�;�!-Z���'.,�,i,�;'.-�;..�,.r -,*�_'�J '�' j�g,,� I . "", ., a -, - -P- .- - , ., � / �� - _.,_ I- -,,', ,_-, - , - __ . I , I - - , � - - - ` - � _ - - ... � � . , , - ,_ ��,, I I I . � . _ . � _. I - 183 V !�_� !��l","�,�,,��,���'��"1.�-�'�""I-��tl:�-- �,7_ Y__�, �, � ,., ;1 � t.k i__, Mg","` 11� I I Proposed I . . . I ,_ .�, r _.4.,��, _,;_V ,-,,,.�,,�, � � � n,k E, ,,,,�,��-��,',�.,�,L-�".-".*"""��.-�,����.�-'r�.7,'�."-�,*��r�..'-.-'�;,,��-4,� .. I "R '� -, Ada, MI 49301 .. . , , 'a,___ :" , � .,Ppr,- ��r.,.__, __ ,1�, -;, � � �, - , -, - . . � , �'������7�-"-,,'���.-','-�.��';�,�,,--,.2',�--',,'.'-'.,-��-:.�:�-,�,����.��.,;,,,,�,,�---,�.�.�--., LM _.__.1.1_1 -, k�. ,,,"":����.,�.t�-.:,i�:���--��!�,!"�.. , - ;,'.,'- ,,�,�-���"..,.,�.'�,-,-,�-�.��-. .."'", ention . . I . � ': ; ,� ,5'. ��z ,f �-,��,?.4�,,.7*----,;.. ", - '�_ ,�: 'j.2 Det . I _- __ - ��:,�t _�,*,�,11.1 � . . � I 65'� �_: !� 1_�,_'Ii__A_1,1'..*." ;I.. , �� `z `�, ',�___Q..,�-" _"`�."__ . `-, , pA � .-%Li.�,`!�'__'., , 11".1, 11_;1 �_.4 _�',-.-VL,- , ., �#,, , ,_ "' Pond #3 . - � . . . . � - � � 0 , - ` - , , ___�_� "", . - ,� ,", `,U'�: �,':�,�,�-I.".."-...-,-�'.�.,.-,�,,� - 6 �, . \ / %N, " , ,��, �11 _�7 ".. r� '. ., , ---, :�z , � I � . � �. _, .� _ EM : Z ,,,. � -, . � - -?� �.'?.,'k-,�M �,�'�T, �,�,���,�.,,�,,,-�,;.,.,..�,-,--.,,.,�'.-,.t,"--�4�',',���: , .,� � - , , �,�� -, . � ...r�.�� 7 , I If _ IT A - so -7� ,*r 11'111�' � � 01y '��'!� _.�� -, � ,-i .f � _ - , ;!� 1, . �� ,N� . - . I -1- - 1_`�, * 1, ;tv _,�tr,. .�, �, . ,,, ,� , . I . . sl,;4ff .�i!"� ,",� -,i�,�.��"I..".....'�-,-,�,,��f.I ?FF1 - (81 I Vd - ; .i�, � � _. _N, - - - � , .. -, II-1 - .1 ., I � - . -, '_'.g� _ � � _Flz�Q� - -RI` � . - - ", " . � _�,��, ,; .'�.f'L�1'r,��,,�t-11�t*.!-"�-.� 1 I � I " ��!�;W_�, ,� L, . - I— - __ ..., �� 1:: , M� � _9 - (888) 950-6531 . ". - _:� I A �1�11�_�t*!_.,'�,.R, ,�,�-, I I � I I __ . ; , _ I . . . I � . ,7, , --,vz-,�,�zf�%_ ci:�,, � - --' - Elibtfid�WtbK,��(. . 1-1, 0- h " d Fr (See Sheet 6.) 1 � . I . -1 - �g.- '�,-%,p' g�;,f?�,��,-," -,���.,,��,�..�-,--,-.-.�--'.��-,-,�-�,-,��z., �f._,.�__ .. �, -, �_ &.�, ,� , I "", �� ". . ,� ,.0 ,,, ,,, . �� �.'_'_� � I , �, _ , - , " 15, 1 1 e'Q o,t. J -, _,A-Ii-�-- - .. �. �'' .�, � - Pi`VF11 _ ,_,�_,.,, , �-,` ,, ��,,�_X �, . : , I . �c �; -��. 1, 3��,,.' � _- - - � - , � I . . . . 14. See Site Civil drawings for additional utility, grading, and layout Information. I - i.,,-,, " " 1,, �' '' _,_�; " '' . , . - I I 1. * � '�� 4 1 "��" g� i .1'r I.-, 1, '' - , - - . - , '7' - , .-M, , - � - - %64 §ht �- gi i )'-�:,�:Z--It�'��-�-'-,-�--,,�-717 �,�,. ,;�,*,n�� T.1 � . - - "7 -- --- " a , ,.�. -� . . . � / , �',,,- .,.,..--- __'tt _.4 �,_. , ,:,,_ I � �'_ -. 0 --,,',F1vvr;;;32A:§ � . . . _� ____ � 1. �11.1�1 � -�_��.. . _.� 'i I I �- !� , I �V��.,,_,_ 11 ��!, ,111 ,� , , , 11" . . . . . � . � , � . , , , - ,:� - 7,_ ,-:7, � ., -1 - -,- - -, � ... �"j �' , � '1�11' �. .� , " " , _,;��-�.,�Z ,,'-,, - .,�_..g��. ,,-, . , (O . . � . 1�,,. �_�,g� _ __ �, I . �Q . ,I __ . . . ,I I I �_._ - , ,;� , _ " �� , - . , ", , . ;__ ., 4L2. - ,�, _ -, !.;;; � � ... iN,,zA � "-,,f ;.( . . ��'.,,,' , '1111-l" . . I - '�'_'__ 1. � .-,'� 1��,' t� � ;:� _- . . � i _ - - ...�, 7 ,�Zy,f-�t,.,, -;_ , _�il_`11 -1 , _� , ___T ,_ -1 �` '; - - -, � -�-- - .-- , i,--,?.� 15. If utilities heed to be acce sed within the easement and the dumpster enclosure needs to be . _�r_ , - , ,. �. 7 .;., . 11��,.-,��' , � . - � . ."'..- , �1-1- - 7 ., �-'�11" __ t, I I`- _____,��.',iz k .',. z'!T" � , ... ".., �-��,�Oa',,,'��%',,,_ , , Z�-___ - "�`�Io�,!�,, '. _- _,_.�','��i_-�',--, ',��.','�,,' , , - - ,,.,,,.,, I � I �N 3 1.`f I - - , " -,��,�,-7"-�-�,,,�.�.�-�",."-;';.�.",-L� -, 1^._!�IIN1 � " .4 , , E . 1�, _ k_;�_ 2., ,-'1,'-` 2,1'r 'I'll'--?�,.,,�,L",.,���,��,�%',',t,f ", S ", , W ", � . �.r , - /Z� I I � I - -�.-, , � .". ., ! TP I , �i���",;!,!��;,�'�-t".�,-�,*4,,:,,�---,���'�-.,�..'z,,"";�,��-��, -- "j":"; - - N " i -� ,,�, '- ." �� ,`� -;i.-�'�.', `*i,' "! . - I � . - V I'Z... _� 4.�� . MA---�-" ,1,--,-�-�4,, .,- ..�-" '.4--.-_-.-_-,,,�." �.:,,�e,.?-,- 't ,,,:� __ _ - . � � -_��?�, ;-., - -, � � , ��, , - _ , , - �,!",�-,',-',,'-"-�.�:..",�.,-.--�,,-��.---� .,�,�---,�,.-��-,�,'.-'�.��,�,.',-�, " -, , � Ex. - - - - ""'. ..- r, i��.', 7 ,�: - 0 1_v � t_ , ,� __ � � , , . _ �!_� '.... , "M ". .1 -�,,��.,,�.,:-'.,,,..,',�,.,�-�,'i�,.i�.� , ,- " . IL ,-.�--7,,:::�,.�,,.��-.���,,t-.�� -.� �� ,�,- � ,� I Light Pole __ _ - ,��, . ,,, ��, _� ,i,� � - . I I U �. � _M__ -, �, , , "."f,'K, ��, � �;,:�, �� , ,� . " . �:, - - -,, "n , - 5- -� -,§ " .-.-�,"'.,-," -',� -,� -',� - , " -,- . - - " - - � � - ,--� � 1_�. - I- - _ - I �,.,�_, -�'ll'..'�-.1'.�-"��,�;"�.."�'. _� - -j .". t .,�� ,� �_ - _ , " , ., - 4 s .� -"-`: -`i � ,'�N`_,�`._,..',� � - _, ,, I t _f - == �::: I .. - , 1 �[ - � � -, -,--- ?��, q�` f�,�-,,,,,,�,A��,- Q,'� ;, 7 ro-�i.."�,,-1,N_ Mik. t,,��-,2� _,.,,,--:._�,�,Z`,`,, �y-' . .4��. .. I I � removed, the Owner will be responsible for repairs or replacement of the structure. Dumpster pod . .�:, .- I , . I _1_=__�ff ���� I ; - - . _A: IN,_A, -,S!;-,,,,,?,�, ,vl';;,%�, �� � 11 I � ; I . , _�-�, .�._;.,_-,'.',_- �,', � "N.J. � _ M� - - q .�� -,. - � � .'. ., '��,;�"""�'%�,;�y';P)C-�-"�-�--I '?,,$. , - " * N, ", - _1 _,��`� , "' 1; `- � . - " , 0 � (Do Not Disturb.) - _11� - - , _Z_ ,_ � __ I I . . t=�- �_ :::- � �..��.!,.-���,;,��;�,�-�,,��-_,,,_��,,��, ., _.;��� . I - .;�5, 11�' . I _;_-, � ���'���lf'.�."",��,'��,�i���,��.,�,��'-L-l�'I'l�,��-11���""--�,r�.�-""���i�,�,,�'�ll.�,�l-"","-�, 12�1�1 "I,:.-;��1-1,-�--�',�""I."�l-.'m � . . , . __ X . 3-'----- -- - - - - - - _�51, ..--, �j7 r, .... `V`��Olt_ �i -, A. . I . I . I I . 11 :1 � ,R--'.�.':�-.%.:�,�--- - , -, ,� % . I dimensions are from face of curb to face of curb. � 11. . .. 1 '46' . __,� .. �� 7� 1 ! 4 - , _ - c ,-.;.,,,;.,,�1 ,, -;--.--� -,� " . I I � � . I I 11 � . 45 7 ; 1. � - 1.1111-- . ..._,,,�zn,� !y�:- � -�,---��, �. - �,:� '114�Z�11_11,_, � ��,,, .�,. �r� R:v;,,�'. �,',� I I I I � I . . I I . 156-03 111,�,i I., I - - -.7 - � W _�r 1; ... . ... 7 � ;,, __�� _ � . 11 I _ .- I- - , ,� - �14_*�. .,-.11.1 1 116. All Fire Lanes shall be designated by painting the curbs. . Fire lone's to be constructed using the . . � S9 ./ I . I " __-,_-q,,'.,--,. �.';_,�,; 5,�1�Y;',',21!'�,.,,,,� , -, _ , _,�� � - . _oiv - .,,F.'�,�,�, , , ". ", - - _ I I . .. - - __ __ - ,� `,�, , .� . , . - " _ __ h �` Z� Prop. Electrical I . . I �,�� -, ,- , ` ---,- �, - - , 1�� ���, I . I . I I � Q) I- \ � . , � �-�,,.�,��,,,t.��,,�-.,,,,".,-�,,�,-,, _,,,� I "Fire Apparatus Turning Radius Template" and have a fire lone sign at the entrance. The curbs . . I - 11�, - - , V. .--,-;��.g,,,q -, :!,, � . � -i - " 11. I'll - .,�,_ �,,,,,�A,.�r�. g ,", F ��,,7 ..., � I I . 10' P-U.E. . 11 ,�,,�11� ,yl - __ _ �-, �, � , I I . , ��,,!� �� 1 --- �___ ,_. . . I I � I . .. I I . . � I - I F�r'OP- 1 O'X1 3" Pi - - - � ". 111. _ - 11 Pull Box (Typ.) I � . " . I . I ____ - - 1-.1, _,".. . . I I . I I . - -, . 1-11 . � I . W I (V.8796, P.227) I . . . I Public Monhoi I . I", - 7 ,Q . Proposed 2' oncrete Flu,,,, . : . : - - - - - I . I . E1.) . I . - I shall be pointed .red with four inch (4 ) White lettering stating "No Parking Fire Lane Tow . Away , � I .. � . I � .1. . . � . . . . . I � , , . . � I . I . I 0 1 � I I . I . I .. I - . ' IV 46'45;5� I - - 2, U. 78 " - . - � I . Pro I I , � � - Zone": Wording may not be spaced more than fifteen feet (15') apart. . � . I . I - - ... � �\ // / -7---:-//-//-. _// . . . 7.5 . I .U.E. . . 1. 1. . I . 11 . 17. Irrigation system to be installed by others. - Irrigation system must be protected by eith I or a I � 1.9,0 .. � . � I � I I � I : - � I - (O . I . ,//-// _// _//_ . //. � . . I � I ____� .. I . � I . I I I I . I � . I I 0 . . . . . I _// _//__ Ex. Wood Fence , I I � . . . Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow Device, or a Double -Check � .;I� I I I . - I I � I __1 I 11 . // , .� . - ; I . P8 . .1 I � I I . . .//- - - _______-_-_-_-_"",80_MA__ -, .. I I . . . . . Prop. Publi , ) ... A .I . I ,/�-//-// _; .57-1 . . Back Flow Device and Installed as per City Ordinance 2394. 1 . I . . . . . . I . � I . I I c 15- S/L (SE-1 ;I . . - . - - - __ -1 - _J , . I -//-//-//-// 6 - - . � . - IN ust be installed and tested upon insta I Ilation as per City Ordinance 2394.. 1 . I . . 2 .. . . I I . .� . I I I . (See Sheet 4.). 0 1 I . Ex. Back\Curb Prop. Electrical I I � I 1. � . . Ex. Wire Fenc; . I 18. All Backflo devices m to . . X .0 I co 1� I I .1 1. . I ,'/��// � . � ,19. No combustibles will be allowed a site unVil all-weather roads and fire hydrants have been . I I I I I . , . . � --- I . I . __ , . � � F) � . : I I I 1. I I I I I I . . I I Transformer Pod (Typ.) 11 .. .I 11 . I I . I I .. � I . . :(TO Be Removed) - I I . � .. . accepted by the City. . L I . �. . . I .� � � . . 1. . . I I __ . � � � � I � .. 1. .1 � I I , I Jerry C. Novosad and .1 � � I I . . .. - I . . (See Sht. EQ , � 1. I I I .1 . ,� . I . . . I . 1. I . I I . I I I . I . 20. The Contractor shall install all TAS/ADA related items in accordance with the current TAS/ADA I . J6 � I I __ I I : . I . I . _% I I Wife Sandra Novosad � . I I I I . . . . I I � . 1. . � I . - I requirements.. I . I � - � I I . ... . I . I . I I . . � I � . 11 � Novosad Addition I I **� I I . I . . I I � . I I - I" I I .-% V) , I � � . I I I . . . . I . I � . . � � I . . � I . . I N I � I r�. (0 I I I . I . . . . I I I I . . � I I . I I I , . .1 I I I . . I � 24 > I I I--, .. .. I I I � " I . I I Lot 1, Block I � CNI I � , . I Commonwealth Austin Ch. LP! . � I . I � . � . . . . - --- - .-!� I I ____ - - __ --- I � I *�: I Vol. 8796, Pg. 227 C4 I I I . . . I . ,,, r � . .13: 1 r ,__-;� _7 -r,,�__1 ;::__1 . I � . � . I I _ I I � .17 - . '5_711 I" _ 7,__'�, _. - - " � - . . . 1, , , , -1 " � "I I � , . - � I . 'E', � - �i ,� ,� i, - , .1 . " , . . 1i 11!�' n � . , � ,,��7f__ F - � - . . I a. I I Melrose Subdivisi _7 ,; . I " I I .. . I .1 - . '� . . � .7, , , I I (0 , L4 - t D W . I - � . " TYPICAL 81rclf."LE RACK * �� . � I I Ld _� . I Lot 4A, Block 1 � � � I I . I., z� ki ._-zl;�,' tlz �., - _",l i�� � . I I � . :i CIS cn I I . I I I . . I 11 � - 1�_.:_ - i . . I � ., I I I I 11 ? . 1. I . . I M, .;-,,,,�,-_;� . I a: 0) . I � I I 1� . . Vol. 6702, Pg. 38 1 1 , .s I -1. � � � ,,�" - . . � I N I I I a: C) (0 11 V141 I CERTIFICATE . . \ / 00 I 1`11 � � I � . . I . . Zoned: R-4 . � . . � I . . . I I I I I � . * � I I I I . I 0 1 1 1 � I . .1 . ow, � I I � . . I 9. . 1. � I . V� I . / I 1>1 I I � I . � I �C) g I I I ,- � / . . . I . I I I I � r� 0- . I . . * 40 . I . . 1 I � . - I- I 2'-.3' 1 4'-6- - I - 2'-,3' _ I I . 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I I L USE SINGLE OR DOUBLE HEADED ARROW. MAY BE USED TO MARK MUL11PLE RESERVED IV 24* \ - \ I . . I 6" Lime Stabilized L� I I 1. I . I L I I 1 L SEE PLAN SHEETS FOR, SIDEWALK WIDTH AND LOCATIONS. . PARKING SPACES. ARROW SHOULD FE OMITTED VMEN SIGN IS TO BE USED TO MARK A I I . ubgrade with 6%*\ * Preliminary Value. Exact value to be determined b� Geotechnical I , . . L I I . L I I L . . . I : I L � IL I I I SINGLE SPACE. . L 1. I . I I I , I . . . . Limb by,weight.\\ . . I � Engineer upon completion, of L . L . . I . L I L . I - . � L 3. MOUNTING HEIGHT SHALL BE AS FOLLOWS: - . I SIGN LOCATED IN GRASS OR PLANTIN�'J - 6'-3- . . I - ___ I - L I . I cut/fill operations. I . AND CURB/C I . I . 1. . . SIGN LOCATED IN PAVEMENT/PARKING LOT - 6'-3* 1 L. . . L . _6" L I I . L I . I 1. . .-SIDEWALK I L IL .. I . I 'CONNECTION L D ETAI . . 1. . . I 4. . . FURNISH AND INSTALL SIGNS. AT ALL HANDICAP PARKING AREAS. . . I ,� TYPICAL CURB &L PAVEMENT DETAIL � . . .1 .. . I I I . . I � . . . I I . I � I . . I I . 70 1, L U THER STREET WEST . . . . I . �. I COLLEGE STATION, BRAZOS COUAITY,. TEXAS I . I � I � . . . I . ,lonucry.14, 2009 . I I I I � . . . I . . I I � I SrALE. 1 ' = 20' . . I . - I I I I r � . I . I O� - �\, , � �. \�) 0 IV C-N -f"% � -, UV 0c, I