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Home My WebLink AboutDrawings100 YEAR •••''••• ' • • . FLOODWAY • . • • ' LOT 6, BLOCK 1 (CHARD CARTER (AB #8) ' ' • • • • • • • io . . . . . . . • • • • ' 41 ' • 1 SEWER PLANT 3 u, CITY OF BRYAN 6s cif ZONING: — { CI LIMITS icu•Itu rad CITY OF BRYAN z , � �-� .� � -• ` STATION .-.... - .. ��-...... • ATT: FINANCE DEPT, PO BOX 1000�'A�COLL E e i." ,J+•t E,, v4 •• EX 12 SA .. "•mac•••. IDE Fv t5 S PUBLIC) SETBAC 2 Wit' S TI _ utw •^ .-•..,,.-.' .- � _ ` .:, _�::..�.� ... ;I _— —•�- -- _ •r,u;r - —9—R�_COT —1BLOCK m 1 _. —'--_ __ .•..... ' `•-_ -- THE GAT AY PH 1 x':,> _ ._ _ i 1.� W _ - 2 -HR FIRE 2 HR FIRE - "_--�__ -" .SEM N_�-J ---� _ I - _ RETARDANT 1 ZONIN R-4 R ARDANT - _ -Fa 20' "-- { ti t •-- - , ,s. -- TY {T - WALL 3.2 . • AC ALL 1 \ V1I " 2 PG792 _ �- -� ROP. 18 --" 407 ONING. • • `'�----_ _, 1 ;f - STORM DRAIN x \ M TS ySERVICE \ i r X.. Y' ...-• s ^.....— _�•• _ 1 " s � K.. ,:C r,' _ -s` ami:: '� S ,, .ate ._ �(PRIVATE) � -. �. � n ,�,,- T � FIRE _ CIT � L ,. ��-,�� ..,�,.� � ,.. _ .� � _nom, _ �..r .. �.�� . �,� . �, C E A .. .. ,� _ . :.,_ . . , ��: -, � � _� ;, LEANOUT N _ r s.1?. _ ., ... r. „ ,.. .. -... .z. _ U «9_. ... ,i :. -"..k' .. r. ,..a, 1. Ar., z t _ _ .c _. . .at . _ c , ... _ us.4 . . a , r. 1. ,, yw tf \ I • .. .i..... . ice: ..S . }.J .. t S L_. .fM�` _ i e .. r. _. _. �- :..� .:. ,v ,' r. r,. .... ,,v , «vs. _ „srs. t as _ G ..� r �, FF TYP LL ..._ EX 12 ANITARY ANI � , . ,� s _ ._r.x : , FF., .. � , �, � �. -� - ,,., _.�.. EX 8 S TARY F.,=� �. � FF. �,� : 3 , .. � . S, .,�. O _ FF,. FF', � �. (9, ::.. ...- I ..._SEWER ,.. SEWER PUBLICU P - 5. ;,, -. -. )(PUBLIC) ,_.. .,...2 _....27.1.25.. s�27 � � , , r � � ., 4. :, � ,�� . .►- „ .. �- _ . ,�,..�.. .-. � rx-r". �- r r. -•?. ::.;r,�' �_:>- mss',; ,. ,.<�s x..... �-�..__ „ i ,.� ,:T. +„��-_ � ,� „� � �.,_ •-'�_. GJ 0 en ANITARY a -� 2 Ix s a � �- � i _-._•- HAS E LINE � � - LOT 1 BLOCK 1 r Q ` PROP. SAN.8" WAY r=R25' C a . PR 1 THE GATE PH 2 o SEWER MANHOLE �EDx .et, 1 1 a `I - i C ZONING. x_ r i f E- s --r– }- 1 � - ? O a a is ,.! 00 s i P :. ? _ R90- 9 _ I . _ 0 ESTIC (Multi—Family) _ , I 1 I_ I I 1 _. I ,t .•, ... _, _ - -. I q , ,E, OMESTIC I R t / _ METER _ _ ,.... „-..u,.,x• ._ _ J RVI _.. SE ME WATER _ __ _ _ R3_ ., w .._ GATEWAY _ _ _ _ o ._ _ . _ TYP I _ BRAZOS G W N _ . ,SEP. f . ` R _ I _ (METERS _.. I_a_ _. -..w F3 ..+. „5.. .._-`.svrn.;x^„�. a. ?.xxi• _ F TYP 1= ,. 1 'IhIRT _ .. :._. _ __-... • :K. _ „.:,r,._ _ {.. ,;_ :. _ .. ry . _, , AS—BUILT SET CERTIFICATION I, General Contractor for development, certify that the improvements shown on this sheet were actually built, and that said improvements are shown substantially hereon. I hereby certify that to the best of my knowledge, that the materials of construction and sizes of manufactured items, if any, are stated correctly hereon. (General Contractor) AS—BUILT SET DISCLAIMER The seal on this drawing is for the original design by the engineer. Modifications of this drawing from the original design reflect as -built information provided by the contractor and/or the client's representative. The engineer of record did not perform a detailed survey of as -built conditions. Mitchell & Morgan, LLP does not guarantee or warrant the accuracy of the as -built conditions of this drawing. The user is cautioned to utilize this information at his or her own risk. l 6 7 B 9 1. It shall be the responsibility at the Cont aj MEN .., _ » > . �t �+• �.•__ � , • •. Contact D • Tess C1-8013- MOWN :03 :t b. Contact Kimberly ' 1 "`•-.r 20' PUBLIC !?UTILITY ROP. 15" t 0 ENT VOL58 9 I` EASEM , 3j PG 70".71 1 SLOPED I _ ; _HEADWALL_ -- i PVT.SLOPE` y� 94- EASEMENT inc Cot VOL 90201 l 6 7 B 9 1. It shall be the responsibility at the Cont aj MEN .., _ » > . �t �+• �.•__ � , • •. Contact D • Tess C1-8013- MOWN :03 :t b. Contact Kimberly ' 1 "`•-.r 20' PUBLIC !?UTILITY ,( t= FF =( 274.25 li t 0 ENT VOL58 9 I` EASEM , 3j PG 70".71 1 t I _ ; i I v_w„3 tom• y� 94- `_� .' n R5 _7v r ,�i-�-v ._�.-, , .,.._ u.. �� fir.-'�"-•-.o:`-`�'='=adv _ • ===�'+'.,-,'"--"""� �,-".� •,`tr t k ' r>r �i+e.�.—.__ PROP. 8" f (! WATERLINE � r� t 1 i - I I—' f E { t II I 1 1,4 am Fit A e } � t t - I Ir f r _ . � _ - t-. • { .S. SERVICE • r r 1?t {` _ ; ? si (CLEANOUT (TYP) I ' I 11N It _ I iia_f - - Sir r�". .___.�rF-'.�-"-41'!^'_"._er••`--•^-'c-f'i '-^-`air--•--""'�`•n..^•'-^��; ....,..._tu�.�,,�.. I r•., � q�. ,•r_'"��n� i3 ? EX 8 (SANITARY + ;q i v SEWER. (PUBLIC) i - `o L rM -- E r 6 Ii t?I, ! i i EX STORM`"" DRAII�tt x'2_2r _,��,.�.,.�.�.,�.�--��,�' ��=--__,_,_--�,-•�-�v,� a ��' ,,�--•,_ � NEW k` �� `!< i*a3� i ;T-�1'� �z4LCIRIC�L ,I. s w t/ I i i CONDUI I CON w OT 1, (BLOCKi 1 � A UVYPH2 '° it1 i �_._�GATS A � � t 1 i -120' PUBLIC 4_1 ITY - ? - !�^ (N�uli—riily) i i E -4S E-NIF-VOL580I -P9, t I BRAZOS G/-�TEWAY DEVELII PMEN LTD , Ex FIRE 12 9 N. �IARVEY MITCOELL PKWY iIHYDRANT B RYAN ii X 7� 7803 ;(! i { r ��-�=-�'��SAN;.�ARY�4,`�q t• n t _ , -____11 _--r,1-f-- ,. "i>,.,--„ r ----.r--'-- F SE ERi (PUBLIC) i ti �� r 4. �• _- r ti; i •� I EJC STO M -DRAIN r I FF = 1276.1 ({ 26' iWIDE 11 PG 313 (TO BE EASEMENT Contact I e oven ber u el 5:. ..c:,_ ... ..y.. _r _.. ._:. 1, 4 fir. 'CHs:.-.-rF .r, '' r� 1� ,: ?4 ••✓i, U ?. F. le d. Contact Gilbert Martinez a a L 5 f >i 100 ri 271 7 ,. Mitchell Gas C� 779 27125 �.� t Contact Itch z e. C 25 M I �,-r�,y { �-� �;W. � ��. i i ;., •t.m zr � �„ti „� � H r. � �s:� .y f +��'� DP p('�' , � ; I f. Contact Union Pacific Resour es OP. ® nz ! a z a Contact Richard Wallace f g• + OPE (h. tact Butch WillisWllhs ®C .... ... ._.. .-- -.. : ....... - -- ..' �: E ) Con oils � MET I /1 \ 2-12'x12' p 2 All construction'shall be in accordance tri tI 2-1 PRIVATE 20 NT VOL5779, PG 20 RETAINING 26 1 20' PUBLIC TILITY EASEMENT VOL36 PG 313 (TO BE ABANDON BY SEPARATE IE TIC WA TO METERS TYP I�ELECTRICAL CONDUIT D RETAINING WALL AN RETAINING WALL 20' PRIVATE -DRAINAGE EASEMENT VOL5779, PG 202 LOT 9R-2, BLOCK 1 TH E GATEWAY P H 1 E TING DETENTION POND N • C-1 — (General Com rciel)-- DELMA R BARON HEAD I LTD -4645 N.CENTRAL E XPY S TE 200 _ 5 XA S 75 FILL EACH CORNER CMU CELL WITH GROUT AND #4 REI'"" REINFORCING. TYPICAL 262--_____ 8" x 16" x 4" CONCRETI MASONRY UNITS WITH TRS TYPE LONGITUDINAL JOINT REINFORCING AT EVERY j' PROP. OTHER COURSE TO SPAN T SFORMER CMU AND VENEER PAD S RVICE OUT (TYP) D RETAINING 12"x12" CONCRETE BEAN WALL WITH 2 #5'S TOP AND E3 AND #3 STIRRUPS AT 4' EGIN RETAINING WALL FILL FRONT 3 CELLS OF EST1C WATER CMU WITH GROUT AND M ERS TYP #4 REBAR REINFORCING, END RETAINING WALL FACE BRICK TO MATCH 26ti BUILDING, TYPICAL S DE SETBACK 2 - 3 1/2" x 8'-8" PI YEAR FLOODPLAIN 3' DEEP 12" FOOTING. END NING METAL PANELS, TYPICAL �V DED � 1 ' RESTRI TED N.T.S• r R 20' PRIVATE AR DRAINAGE DUMPSTER SCREEN D EASEMENT VOL5779, PG 202 sQ� �] LOT 11, BLOCK 1, THE G T € -2 o r a A � 264 '} ��_,5 �.a tylR u� P . IN 7 NEW B nA ^.'G 9S,n,,s-��+•m-"`cc,•�c ,:.,:�roca -•a. a:cs^-{=s•a'-rec-c.cv�co o�-coc-.: c••ac-a•ra�_�s..-m .-sa-ad-s-Saco-c-s•c a c-oo•�o•a a000ti-o•a-ati-�•�--•.m.�a�� s-�'rz�'=r oma. _ tpp :� S 25,1 OLECTRICAL N�� •_.--,,, � .-=�' � • �y� __.._ v ..____m. ,M ....._, _____. �,� ,.�.1..� - ��-,��..��...- . fes' EJC. DRIVEWAY ��e� _.� _ � �` I I � �•I h � I• EgIZON" R15' N I I i aI4 LT E LINE I I li I, ii II li 11 it I ¢ _ F i Y1� i EX. DRIV AY } I �j I — LT A— BOCK 1 1 I T A E Y H I I rti� z Z I G: C— r d, EX. HOME DEPOT _- sE) t Gen ra _o me ial iii `(y �. M LIN D E 0 M NT P LVAY I') 45 671 AM H MC A HI H k WALL Q t\ N N (o N c I Street Construction, B/CS Unified Technical Sp cifi / 1 I Details. All inspection shall be performed by (t s DEMANDS: with the City of C.S. City Engineer. '25 e v O 3. In lieu of using the construction materials the City Engineer for any substitution prior t) inc Cot ....................................... 77689 -G J S T E I an engineers seal where applicable. The cor ti 3Ct, s AVG= 6.72 GPM changes and redesigning based on contracto re( Water 4. Trench Safety Requirements shall be in iccon ! requirements, see Sheet S3 for details. DED 5. TRENCHING AND BACKFILLING: All trench ric al RESTRICTE D LOT 15 B OCK 1 shall be provided by a certified laboratory, 1' he , AREA substandard work shall be at the expense o ; is I THE GATEWA PHASE 1 5' beyond the curb lines of all streets, alleys, ciric ZONING: A-0 6. It is the responsibility of the contractor t' cc I activities near energized overhead power lines. Ado I (Agricultural Open) • procedures with the City of C.S. Electrical Div F ion I I 7. All materials & labor not identified as a epc K used. All materials and equipment shall be to i f GATEWAY SIX PARTNERS L 8. The Contractor must provide constructioril tal these plans, the Contractor shall obtain written approval from 9. All soil exposed by construction shall rec II; C I 4645 N.CENTRAL EXPY, 10. Trenches may be left open overnight if pr pe STE 200 11. Adjustment of Water Meters, Valves, Manh es, L "FIRE LANE -NO PARKING -TOW AWAY ZONE" I• LANE FIRE LANE STRIPING "' ! separate pay items. The Price of the-adjustr eni DALLAS TEXAS 75205 cwith u 12. The contractor shall coordinate rill I I I existing facilities. [ y s responsible for traffic 13. The coaly cloy p - ' ont P _ f. able n this silo. : s ar avail o 14: No spoil area e P - wit _ mechanic roof and ro and mounted m 15. All r 9 e q from any public right-of-way or residential diAri( V 00 ' grade. Such screening shall be coordinated th unified appearance. . Q i I 16. Exterior building and site lighting will met t € light source shall not project below an opaq'u he ROWLOCK COURSE FACE BRICK TO -MATCH be mounted in such a manner that the prole 17. Contractor shall provide 100% coverage ed f c BUILDING BRICK, METAL PANELS TO TYPICAL grass as required in parking lot islands, swojl a propeIII disturbed during construction. Icto . Structural areas shall include all sidewalks and shall extend SITE PLAN NOTES: `_ white lettering are painted on surface of pavement. 1. Name of Project: Gateway Village Ph -5 ng Nith 3reas. all State and Federal Regulations regarding construction 2. Legal Description: Lot 9R-1, Block 1, Gat--') ay Subddivision Phase 1 & Part of Lot 1, BI ly, Gateway Subdivision Phase 2 3. Owner: Brazos Gateway Development, t 00 1289 N. ;Harvey Mitchell Parkway the I ; N Bryan, Texas 77803 r- H.D. HINGE HARDWARE (979) 779_7209 lid 1 H.D. CANE BOLTS 4. Engineer: Mitchell & Morgan, L.L.P. N 511 University Drive East, Suite 0A FRONT ELEVATION College Station, Texas 77840 o N (979) 260-6963 N.T.Q. 5. Zoning: R-4(Multifamily) & A-O(Agricultural Op 6. Existing Use: Undeveloped -Vacant (& Multif mi Proposed Use: Multifamily fi - 7. Setbacks: Per City of College Station Ordin nc Jill 11111111111111111111111111111 1111111111kill 1111 8. Site Area: 3.265 acres ROWLOCK COURSE g• Density: 9.89 DU/acre FACE BRICK, TYPICAL 10. 2 -hour fire retardant wall shall be provided a` 6 center wall of all new 6 -Unit Buildings. Systems, and any other Public or Private Utility, etc. are not DRAINAGE OPENINGS 1Z AT 3' O.C. EACH WALL be subsidiary to the construction of Sewer Line, Force Main, etc. Part of this site lies within the 100 -year flood lai boundary per FEMA's Flood Insurance Rate Map nm panel 4804100142 C. Effective date: July 2, 1192 /� �+ EAR -- ELEVATION ETi>`'11 LS R Revised per LOMR case No's. 05-06-0161A & J 1OLQ YEAR 07-061249A •s not a separate pay item. - is ION NOTE: --I STI -01 TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" 1/4"R 6" 15" 3" IRI 1" 1/4-R-;75" 6" 7" 2 3" 3" 3" 2- =#4 BARS 0 = 3/4" X 18" SMOOTHI<-4' 3" EXPANSION DOWELS TYPICAL COMBINED CURB & GUTTER SECTION VICINITY MAP (N.T.S.) he exact location of ALL existing underground utilities. representatives aminimum of 48 hours in advance of any TX Firm # 1443 T.979.260416963 F.979.260.3564 511 UNNERSIiY RIVE EAST SUITE 4 OLLEGE STATION TX 77840 PLAN & DESIGN SIF ECKM IN CML ENGINEERING 11 HYDRAIHJCS HYDROLOGY s UTMN ES • STREETS SITE PLANS • SIA OMSIIONS Fi #F-1443 26/10 �-' •9iP DEMANDS: 3-! '25 VERONICA J B ORGAN ....................................... 77689 -G J S T E •? F 3S/ONAL Nv -V M O H N m N>�� Tm Q am -v ca W m i U_ a) on lion Electrical 764-3660 ,n)TILITY DEMANDS: 3-! '25 i OMESTIC WATER DEMANDS: MAX= 26.88 GPM Q 1-4752 ;S AVG= 6.72 GPM . J Water & Sewer 764- 3660 I Z ren City of College Station (C.S.) Standard Specifications for SQUARE FOOTAGE PER TYPE OF BUILDING: 3 UNITS BUILDING _ 2480 SQ. FT./FLOOR (2 STORIES) STORIES) F, iter and Sewer and Generals, 2008, and BCS Unified Design L 5 UNITS BUILDING = 4113 SQ. FT./FLOOR (2 6 UNITS BUILDING = 4932 SQ. FT./FLOOR (2 STORIES) O thq City Engineer of C.S. All construction shall be coordinated 0E' in these plans, the Contractor shall obtain written approval from C7 on.Requests I for changes should include product information and L "FIRE LANE -NO PARKING -TOW AWAY ZONE" I• LANE FIRE LANE STRIPING "' ! Q T II II to financially responsible for the engineer's time spent reviewing 7 3 wit O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general C �4 V firelanes on plans shall be painted red l � IGNATED with *4" (four inch) white lettering stating . Q O kfill ng shall conform to the specifications set out herein. Testing n P ICING Wording may not be spaced for than fifteen (15) feet apart. I`�• w 's ' xpense, to verify these standards. Any retesting due to NLY i x Icto . Structural areas shall include all sidewalks and shall extend `_ white lettering are painted on surface of pavement. U ng Nith 3reas. all State and Federal Regulations regarding construction ly, contractor shall coordinate all proposed work and the 0 lid 1 tem shall be considered subsidiary to the item in which it is N .d 'nd installed unless otherwise noted. o N )m Ithe information provide on these plans. fi ermulch seeding. o ric ded. Jon Systems, and any other Public or Private Utility, etc. are not 1Z be subsidiary to the construction of Sewer Line, Force Main, etc. nm nications, Atmos Energy, and Verizon to adjust the location of z 'his •s not a separate pay item. - is - M `q - - I i' ' U 0 ` N I ` It s ' o as not to ' be visible all be screened from view or isolated s �. � d- in et above measured from a point five feet 50 of the subject lot, meas P Oz jildi g architecture, materials, colors, and scale to maintain aCD .T M o ndr's of section 7.10 of the Unified Development Ordinance. The > w anc� no fixture shall directly project light horizontally. Fixtures will ( o w of Ilight does not crossany property line. U :over, decorative paving, decorative rock (not loose), or perennial nnage areas, the parking lot setbacks, right of ways, and adjacent of 0 0' ARKING RATIO REQUIREMENTS: U) L.Li Z U_ J 2 BUILDING UNITS o 3 BEDROOM PER BUILDING UNIT j TOTAL OF 96 BEDROOMS z o z LIDO BEDROOM ITS) cn z �ER PARK NG SPACES PER BEDROOM 18" x 12" See Ordinance for 0 dditional Information FIRE LANE SIGN 101 h5,of?V1 PgAffi I ,n)TILITY DEMANDS: V) i OMESTIC WATER DEMANDS: MAX= 26.88 GPM Q MIN= 0 GPM ;S AVG= 6.72 GPM . J EWER DEMAND: MAX= 19203 GPD I � I SQUARE FOOTAGE PER TYPE OF BUILDING: 3 UNITS BUILDING _ 2480 SQ. FT./FLOOR (2 STORIES) STORIES) 5 UNITS BUILDING = 4113 SQ. FT./FLOOR (2 6 UNITS BUILDING = 4932 SQ. FT./FLOOR (2 STORIES) O L "FIRE LANE -NO PARKING -TOW AWAY ZONE" I• LANE FIRE LANE STRIPING "' ! Q T II 7 All curbs and curb ends designated as I� firelanes on plans shall be painted red D E IGNATED with *4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE` P ICING Wording may not be spaced for than fifteen (15) feet apart. I`�• w NLY * 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. 18" x 12" See Ordinance for 0 dditional Information FIRE LANE SIGN 101 h5,of?V1 PgAffi I 1 II , 1 IC -`� -GRA i ___ ;'. , !. , I i , i. I :I :: , ;s. j1 i ,., J. _ . - . _. ... .., .. ,. ._ .... .. .. � ..:_r ...,_, . ,o-�� ,_, �' .,. _ .. 1 ....-'r(L ;- !.' : ,.:... . :• / / - , :. ,__ .,, -R3 VAR. I 0MESTIC I R3 '� BRAZOS GATEWAY R3 R3 PROP. FIRE N I SERVICE VAR. N) METERS ( I � yr INLET f fw t l j _ .. WIDTH : WATER I ( I ;Fire \ / ; �., 1 It MAP ® I _ ,HYDRANT El l EANOUT I WIDTH I c,, 1 r :I .- / PVT.SLOPE,; , IC�IN� M/"11 - N N r : 5 _CURB - I I I I I I (TYP) (( ,) I A METERS` ( r Hydrant, /ti / ' EASEME DEVELOPMENT LTD - W w TYP P E I I P.u.E. R3 I .I r. f 1 NT R3_ . _. .... ) . R2 , l , wLET __ _., . / .T.S , _._, .. _ _.__ . _.. I �. / I,,._ :._ , _ ,,, __ a,. _ f f 20 i .r:. _.__.. _ .. „ ( „ .l , _ I , , , VOL 90 0, 1289 N. HARVEY _.. _ _ I 'i -�-- • , -L - - \j� - - I _ -L - _ „_,, 2; -.>C, C , 1 2.2 PVC C ; 2 PVC ; 2+�2,�PVQ Ci ., , -1-2.2 '- C -EC _ '2 2" -PVC EC r Q;� _ / / i' r-�. _-� C -_ - i- -- --s- -- -- PG --- --- - 24 J , , 9 ---- I I QZ>� R i - - 1.00 YEAR oo • _ _ :._v_ co I; -' - / ; " —__ MITCHELL PKWY ____ i __ -- - _ , .i __- - __- _..: ,.- mow. � :..., � � � , ! , r , I ! - - _ -. a-wl s- s wl s-wi /• /f! GENERAL CONSTRUCTION NOTES: _---_- ___. _. -- - _ - , _ _ FLQODPLAIN �, _____ _ �: / 1. It shall be the responsibility of the Con tee 'act location of ALL existing underground utilities. _ tractor o verify /STORM __-_----- ! P tY Y 9 9 Y - - _8 3 � _ ., --Z _- -_- _____ _ _. R25 ,the Contractor shall contact all utility ntatwes a minimum of 48 hours m advance of a F ��0®® F r �: / / DRAIN , l� Furthermore ' ity c mpany pre e ' ' dvanc any -- r, ,------ .-. ---_ - __ h R3 ROP. • excavation. I -„_ - - �---------__ r � ; T_ -_,: :: r :. ,::. FIRE / u _�._ __, __ .,- : � _ .PRIVATE -_: _._._______ .___-.__ _____.7_ ____._._ PHASE UNE ___.____-_ /``� f (. ' -- , _____-----_ _ T_____.___- - l /% m / - _ sw!r_CH 8 z I ,,,; I I, ' ` ~" : i LANE /: -,l ,, z. 3 2 - _--- ------------__`_--F:=-7__- _____---_-._.__. _____ 4 _: ., ;; / a. Contact DI Tess ® 1 800 344 8 77 __._- ---- --__ _. ,, a /.::. „ �✓�, / _ _ .,:.. , _ :., -- , _, _._GEAR ..__ _ . - I 8, _ _ _ _. _' r ,I , --._: ,, ! .. ___. / __ _ , _: _. _. , ,. F.F .. ...FF ..FF..- - b. Contact Kimberly - 06 1 _ _ - - . _ FF FF .. -r-> m Winn C� ATMOS 25 ___.._, - __ _.. I -,___ __.__ ____. __ _ _____ 2 _ _ FF FF FF FF FF__ FF . 1 I jJ 11 :1„ 1, Q i i ,, I, 271 00 - 70.5 C. Contact Mike Lavender ®Sudden) n 846 229 I I' 271.25 271.25 , 27.1.00 2 7 :_ ti PROP. 6 70: 71.5 : 71. 27.1.50 : •., :_..: I �� -_-. 2 75 .271.00 2 2 271.25 :271.50 2 , .25 I -' f 20 PUBLIC UTILITY ; ! �_, . , / / , is d. Contact Gilbertarts ® n Elect Electrical 764-3660 .:. : i / _ % Martinez Colle a tatlo I-�� _� R DP /9: / ; - - WATE UNE DP : I �, EASEMENT VOL5809, ; : : - a :: _ 15 _ e. Contact - I :; i r I ; r r ; .P OP. i ; nta t ,Mitchell Gas ®779 4460 !I II .,i ! // . �:� , PUBUC R / FF 274.25 „ PG 70 .:71 ; ! ___ , ( ) _. /;- ; I 1 f. Contact Union Pacific Resources 78-••85�I5 , I, -- ! _I ......................... - _ ;SLOPE t �� ':: -� - ---_ - --- _-_ �, I, ! I I • + ! �� %:_ - - --- - -- / ' li I ( Contact Richard Wallace ®Verizon 21=-4752 ,I 1 ! 1. J - ... _ - E _._ .- _ _ _..__ ____-__._ _._ -- - - _ - - �.) (.� __ I �:h. - VAR. �� _ _ / EAS MENT cw /`/ 9 , .. - := �_ _______ �____. _ _ �� PROR.-.__._ ._____25 ---FRONT -SETBACK---2=HR FIRE E ! 1 I 1, II I! i I _. -4'” T BLACK-WROUGH , - R N_ 2 HR FIRE �_ _ _ ______` __--._- - 2-12'x12' /;; ` (i I I % 1" h. Contact Butch Willis ®College Sta n Water & ewer 764-3660 �J _. _.. _ , _.____^ ..- _. , \ -.f _ _� ( - WIDTH y _ ALL T., I O ,� l�r„n„c --- -- - � -- , ------ I ____T �__-___- .___. -. _ _.. ___- --- ®. 1 R3 I Y' Y R i- - - I'll _ .. _. _. �_.,.. _ - .... .. _.__,_.._ _ ... _ ..._, _ _.�_ _ ry I I !11 - I ( I j - ( `�. I\l./' .� til ii'1�: s ` I 1 ,R29 t( ® i� ___ _ ._._. c _. _......__. :_C' ._ :h _ �\` - i ! I ! � I 4— �_ R5 _f JI` 1 R� p I \ =Jj I i_ I i _ _ I. ' i 1 `� ! _ ! i i� NEW , -C1: f Q m ... _. n;_: _ I ' I_._. I I i' I "' }' „ELECTRICAL G' r I i I '-` I r i p ,, CONDUIT R5' -E - �\',.; —•' I I _ ! `\ 1` 2 R I ® \ 3 i j E -'1 I__�- I i. I. 1 j ;./� , I i iI j�� _ - a _ r \ - c-- _ - �- r__ t -'-___. _ u� -�t ! _'_ti - _- ' I ( c, 4 .FFA \� I F7 _ I r _ - I._ --L____ I .. - j 1 ll�. ,� __ _I i _ °S, t _ \ --------- _ ._ _ ._ I I I 273 83 I (- i I 1 f I I 't 'i ,. i �{ ! PROP. 8 - —1 �I Ii I,; ! l WATERLINE f ; .I 1 11 'i F .I i; /� i' 1 l i - h % �. _ t\ I I I �, 1 F'-- -: r r F r ., Q, I _ - - I ! -� , -_ rs y227 08 1 I--- _ - - .I 1 �`I-- I _: h, I, ! ` FFA i l �i _ 27 33 1 I 1 1 i- r; -- ,. _ _ _ _ - __ _ __ _ . _ _w __ _ _ r ! ! I r: - f _! I 2 I _ �! r , _ S.S. SERVICE .. r ;� 1 1 i 1 I ! k v ! I I '� � If � , !; •CLEANOUT (TYP)( ('` Or ' I I: � � , I li i I e� I �q I I, '! I i I i � p / (: I I �� \, I = -- I I. �-> > i _ I li 27(� 58 ��j !i i., I _ i ''. 4,-. - I! I 5i r r '' -- _ _� i= --i' �,'ja ��,_ - �'�,�.----', ,r=....i t - J•._- _. ___._ Y u . T, -.t__, .I , _.. I FF. I i EX 8" SANITARY ` ! ! i _i i 0 27, o i , I'• / ' , i I I I s! - I �'`t SEWERS (PUBLIC) i.,, u, =s EX I 1 i ,I— i: ' 1 1 — — , WORN r � -.r ! I � 1 1 I I! l 1 l ( \7-t ,, DRAIN __ = N... ! . a. a A_. I { I 132' I j1 i 1 i i i I' I ! i I I I. "_ ! I� yfirll x i i I _.__ _ _ ____ _7� ,_ ___ ___, ._ ._ �_ _ _ . _ _ _, .. _._ _-.1._.:_ -a_ _ _: gn ..,_ �;_ _ ,. -- y / j EX STORM- i_`. 1 I _ j - ! SS L-_.. . ! - 4 SS- ____ ' �:r I. F -`^S DRAI c -E I t `" `- - 1 2-1 20' PRIVATE �:, __DRAINAGE -EASEMENT f _. `, VOL5779 PG 262-- ", 02' r � - ' IN RETAINING i /-WALL "__ - 20' PUBLIC .UTILITY EASEMENT VOL3663,__PG 313 D -BE ABANDONED BY SEPARATE INSTRUMENT) / ESTIC WATER METERS TYP -- W ELECTRICAL - - CONDUIT I RETAINING WALL IN RETAINING WALL 20' PRIVATE DRAINAGE EASEMENT VOL5779, PG 202 LOT 9R-2, BLOCK 1 --- ~,_ THE GATEWAY PH 1 EXISTING DETENTION POND '` Z.0 N1'NG; C-1 (General Commer_cia-I)--- DELMAR BARON HEAD EAD I LTD _ X _Y __` TE' _45.-N..__CENTRAL �_ P__z�.-_,� ----DALLAS TEXAS 752-05 FILL EACH CORNER CMU CELL WITH GROUT AND #4 REono REINFORCING, TYPICAL 262___ 8" x 16" x 4" CONCRET MASONRY UNITS WITH. TR TYPE LONGITUDINAL JOIN REINFORCING AT EVERY WALL ,` I l f C t 1 /J II / -i 2. All construction shall be in accordance with the urrent i f; Colle a Station C.S. Standard Specifications for I �p1.� "1 tY 9 P _� 1 f�r//`' �' ;I I i Street Construction, B/CS Unified Technical Specificat ns, Ai r a d Sewer and Generals, 2008, and BCS Unified Design j J,f'1 - - , ,a I 1 ' i Details. All inspection shall''be performed by the sta of the ity' ngineer of C.S. All construction shall be coordinated fr' ,J ,4 ` I__i. ,' } with the City of C.S. City Engineer. /' N / / - / t / N r 1 3. In lieu of using the construction materials indica dint se' tans, the Contractor shall obtain written approval from I/ / �► `'` I; / ' �� the City Engineer for any substitution prior to Const ction. �que'ts for changes should include product information and f l ( a engineers / n seal where applicable. e 'inan loll responsible for / 1 � m :,; The contracto hall bthe engineers time s spent reviewing F /; z i; I� (' , changes and redesigning bed on contractors reque s. YP 9 / -� 9 9 9 / , !/ / i �r 1 4. Trench Safety Requirements shall be in accordon a with O.S.H A. Standard 29 CFR Part 1926 Subpart P. For general ,/� , 1" DEED I I' !1 requirements, see Sheet S3 for details. ' RESTRICTED I f` 5. TRENCHING AND BACKFILLING: All ire 'llin shall conform to the specifications set out h / , AREA ) I LOT 15, \ BLOCK 1 nching and ackfl g p u herein. Testing /` / f' i shall be provided by a certified laboratory, at the 0 ees ex' ense, to verify these standards. Any retesting due to I , substandard work shall be at the expenseor. Structural areas shall include a sidewalks n s of the Co ract IIand hall extend i '� i THE GATEWAY PHASE 1t � I I // / / \ / J \' 5 .beyond the curb lines of all streets, alleys and p king areas. ZONING: A-0 6. It is he responsibilityf 1St to n Fe r I to the contractor to corn with a and Federal Regulations regarding construction \// i it (Agricultural Open) activities near enrgized verhead power lines. AdditP ally,, th coQtractor shall coordinate all proposed work and i / i• ' I procedures with the City of C.S. Electrical Division. i i - ;I I I 7. All materials &labor not identified as a Separat Bid Item s all be considered subsidiary to the item in which it is n � � i; 1 GATEWAY SIX PARTNERS LTD used. All materials and equipment shall be both furn hedi; an installed unless otherwise noted. it (I 8. The Contractor must provide construction stake g from t rn rmation provide on these plans. ,rl I 4645 N.CENTRAL EXPY 9. All soil exposed b construction shall receive cel u se fibem mulch seeding. II 10. Trenches ma b y left e y � 9 Ii ' I STE 200 Y e open overnight if properly arricad tl. i t' 11. Adjustment of Water Meters, Valves, Manholes, Irr ation �i'ste 's, and any other Public or Private Utility, etc. are not j I DALLAS TEXAS 75205 separate pay items. The Price of the adjustments II be subsidiary to the construction of Sewer Line, Force Main, etc. I 12. The contractor shall coordinateun ti s tmos ner with Suddenllnk omm ca o A E and Verizon to ad'ust the location of iY9 1/Ili 1 /� existing facilities. 1 _ 13--.-The-contractor-As _res � �b e�-fc��.- a �� o �a-�se nate o e _ _ _ � _ I tr ir�h:--I•h�s not. o �t _ - ,fir ffi�.-c9r� r'::,_ _ _ _ _. _ %( �tT. P p _ , I i I j ,/ 14. No spoil areas are available on this site. i / " 15. All roof and ground -mounted mechanical equip ent shabe screened from view or isolated so as not to be visible . / .1�11� / I / from any public right-of-way or residential district thin ; 150 of the subject lot, measured from a point five feet above I grade. Such screening shall be coordinated with t e building architecture, materials, colors, and scale to maintain a IiI unified appearance. 16. Exterior buildingand site lighting will meet the 1 t r s of g g and d section 7.10 of the Unified Development Ordinance. The light source hall not project below an opaque hou 1 g and fixture shall directly project light horizontally. Fixtures .will ROWLOCK COURSE FACE BRICK TO MATCH be mounted in such a manner that the projected o e of ligit d es not crossan roe line. METAL PANELS TO BUILDING BRICK, 7 p 1e -y property TYPICAL 1 Contractor shall provide 100% coverage of grou dcover, eco ative paving, decorative rock (not loose), or perennial grass as required in parking lot islands, swales an rainage areas, the parking lot setbacks, right of ways, and adjacent property Ydisturbed during construction. _I - SITE PLAN NOTES: j ARKING RATIO REQUIREMENTS: / - 1. Name of Project: Gateway Village Ph -5 2. Legal Description: Lot 9R-1, Block 1, Gat ay 2 BUILDING UNITS I `- T° t _2-Z;P��%- (2-2 I j=- `_j•�� PROP. , OTHER COURSE TO SPAN Z4 _u Subddivision Phase 1 & Part of Lot 1, BI' 1 3 BEDROOM PER BUILDING UNIT -' I__ _ I e _��- I. ��I 1-1� `' / I FFA 1 :. ' ; ,' —TRANSFORMER \^ CMU AND VENEER -1 - _ Gateway Subdivision Phase 2 TOTAL OF 96 BEDROOMS �, IL+ -i_�_ _ �.� -� �-__ : � t� 3___ _ i y -"I _NEW t 27 83 i` i I' (�' J -----' PAD -lill 3. Owner• Brazos Gateway Development Lt ! -ELECTRICAL 1 1--' f x I I , , 1289 N. Harvey Mitchell Parkway ( ) J / I i = i / S:S.--SERVICE \ 0 00 ER UDO CODE 3 BEDROOM UNITS CONDUIT i ' LU , I , i , r -I i I' /CLEArNOUT (TYP) N y Y PARKING SPACE PER BEDROOM ='- II `< < �1 ; I ; 1 M ° I ` i. ��- " " H.D. HINGE HARDWARE Bryan, Texas 77803 W - If `'� �`." ,,P END RETAINING WALL �' 12 x12 CONCRETE BEAM\ i � (979) 779-7209 LOT 1, 'BLOCK ! 1 1 !I � _+ - ' ` i i I WITH 2 #5'S TOP AND BOTTOM H.D. CANE BOLTS 4. Engineer: Mitchell &Morgan, L.L.P. ;PARKING REQUIRED: 96 PARKING SPACES THE GATEWAY.--P-IH 2 I! ; - 11 if , I ;' 27 08 I (` I `\ AND #3 STIRRUPS AT 4 O.C.y i TOTAL PARKING PROVIDED: 101 PS (2 HCS -- - i i l ; VAR. WIDTH P.U.E. I--! I i I -� ( �II I�Y� i ( i 511 University DTexas 77840 Suite 04 i I + College Station, ■ ZONTNG. -R=4 I__i �I I I: FILL —_! 1 `, �� 1 ! ' ! i i �``v wToii �� CELLS OF F FRONT ELEVATION (979) 260-6963 _--' (Multi-Famil --,2D PUBLIC UTILITY (�\ i c�"' 0 FFA I BEGIN RETAINING WALL Y) I I #4 REBAR REINFORCING, TYPICAL N.T.S. 5. Zoning: R-4(Multifamily) & A-0(Agricultural Open) TILITY DEMANDS: I ---i EASEMENT VOL5809, _ ' ? i, ,11 275I33 " I I ! 1 �� -PI- 7-11='71 ! \1 -= i I i- 1 I i DOMESTIC WATER 6. Existing Use: Undeveloped -Vacant (& Multif mily) DOMESTIC WATER DEMANDS: MAX= 26.88 GPM Proposed Use: Multifamily MIN= 0 GPM -.._______.I ij..._.__ _ I ,Ir 1 1 til i ' ", Z• f.,, ! '-INi RAZOS GATEWAY, DEVELOPMENT ' LTD i I I �, I I ;' !METERS (TYP) / � p y (' EX. FIRE j i j 1t, I 1 1 I 1 �I ! FACE BRICK TO MATCH - - ___ �_ �_ 1289 N. ARVEY MITCHELL PKWY �I 1I. = -• ' ' I ` I l - ' ' BUILDING TYPICAL �, •,91 illUllN�lill1, 7. Setbacks: Per City "of College Station Orden lnces AVG= 6.72 GPM I 11 ll 1 HYDRANT ! I i 1 I _LOT 9� -1a ! j I BRYAN TX 77803 i I, 8. Site Area: 3.265 acres I II ® I K 1 ; 'I ` (7+.5 SIDE SETBACK i' " " ROWLOCK COURSE g Density: 9.89 DU acre EWER DEMAND: MAX= 19203 .GPD 2 - 3 1 /2 x 8 -8 PIPES IN Y" . E-2-11 I __ _ TI I 'I 3 DEEP 12 FOOTING. FACE BRICK, TYPICAL 10. 2 -hour fire retardant wall shall be provide at k... � 11 _ -.L� IA i�_l _..�I L.._.; ]_.__.,-- I r I:� I �\-.i i rH, E- ( - � j i r " i ,l � , " �, ---- - R LL ` I , I _ .� ,-L��-,_r -- l> -a, I i nf" i P � 1 1 ! C i I •100 !YEAR FLOODPLAIN ( , t II f II 6 U N. B 'Id' - —� i >r� tvi.IN�:{ R- ;I ;, i ! 6 cen er wa o a new - nl ul mgs. SANITARY: ro I , - ®( 1 1 I ! ! QUARE FOOTAGE PER TYPE OF BUILDING: 1 1 1 1 1 END RETAINING 1 METAL PANELS (PUBLIC) I -• , DRAINAGE OPENINGS ' I l } `I i WALL l ,TYPICAL AT 3' O.C. EACH WALL 11! I 1 NEW i :I �' ( i ! I , DEED UNITS BUILDING = 2480 SQ. FT. FLOOR 2 STORIES : r ' -- r i : ® 1 ! , PLAN Part of this site lies within the 100 -year floodl Iain' / ( ) GRATE ! R { Q 12 r 12 x 12 RESTRICTED -t- ! `� — 1NtEf ' i� ®' DUMPSTER gREA N.T.S. boundary per FEMA's Flood Insurance Rate Map UNITS BUILDING = 4113 SQ. FT./FLOOR (2 STORIES) '. 1i I � ,, ( i I®1 I ` PAD i 20' PRIVATE panel 48041 CO142 C. Effective date' July 2 1 J 2. UNITS BUILDING = 4932 SQ. FT./FLOOR (2 STORIES) �, 1- _ I' R8i i ; ' IA_, 1'0. I� —1� 1t�� iI` , ! i +'s' . , °"ANT DUMPSTER SCREEN DAILS Revised per LOMR case- No's. 05-06-0161A �._ _ M REAR ELEVATION _07-061249A - -- _ T _w o l� , ., :, VOL5779, PG 202 N.T.$. :', 1,I 2 ® -- _ L - - EX STORM I. --._, __ ____ __! _ -_- _G ��_ _ __ _ i f .. _ , I DRAIN "PHONE ' --R15 r, ® -- -- _; _ - -- _. _- -_ _____ ___ _._ _,- _ PEDESTA - y - _, _ , err - - CK E �, - ,. �. _ ® , ,� O ---_-- -- - - TE ,P H 1; --�_ _FSR _.._. _ ` LOT 11 B LO 1 TH GA ` WAY �- ' OD Y __ .� _1-,-7L�-__- __ i� _ --- -- 1 PRO-�"RETAIN!NG I �` ----- / / % ®1[94 L _— _, . I I ir—------._-- ._ -----__ - --_. — _ _ �_ - , r I - \ . � . i-- - - - 2- n r / , ✓ j _._ ®_ __,__-FLnO.r�PLaW_- < , , ______._._..� - �1L -I� i � c`3 -WALL' �J ___. i EX- POWER f i _ � i ii I - -- -_--_ZONING -C ---- e-r_tero;_I� C'o m m erc'i a1) n 2_4- �. POLE ; r' BEGIRIaETAINING i ! `• 100 YEAR`'- - f %` h ,;� ti `-tel \ --- _-_-. _ / _.. s ., 1 5' ` t p 26' WIDE PRIVATE 1100, -1 e ^� - _: 1 / { _ r;. PROP. PULL - , " ',_ ACCESS EASEMENT 1 1 \ , ; r ____ 1 t" 1 II 11 1 i ` _ 24 NEW BOX r r ..` , I �� _ I___. LECTRICAL I �. K C -` I A. 5 CON__ -7 :,J L i - - i 7. P�' I O �m--PUBuc uTlcrri� -; ! __--, "'M - �_ _-____ -.___. _.__`.- �. �SEMENT VOL3663, 25 , ` " i PG 313 (TO BE ,, i J w - t _ t _ , --= I ___ ',, F-1443 T.979.260.6963 _ _ __, -____ —_ _ . _ ,s_ - __ _ SS___ I ;204 LLEGE STATIO I -- I !, I s I, _ 1 I `<� �1 �, ES * STREEt55 I .-'' 20' PUBL I I �� r I ' - � ; EASEMENT PG-- , _ r � -- l- - ` _J ,,1 I O.:�'..NG I I I I } - -'' -I _ `�', f - 1 ,1. moo IANDONED) I` rIJ Ilk �' ,-- ss-� ,1 v _(31^. _R15 —' r _ _I'll I �_, _. I -� _-- _==VER!ZOiv `_�-R15' \`� o + } I ; i 1 13 - _ �VVAULT PHASE UNE ii, -_'--, I I , _ \ ,� - _4 EX.'DRIVEWAY I ° ' UTILITY - 1 IL4998, _` �- —. \ ` i i ; I LOT �1�AR- 2, BLOCK \ 1 1 \ I = I �I THE GATEWAY _PH 1\ )i � � I 11 \ 1ZOiNING:, C 1:, i__ _;` `� 1 General Commercial 1 1' j _. L_ _�_ . - \ �- , I MOLIN DEVELOPMENT �GP LLC�'f 1 �11 45 671 KAMCHAMCiHA IHIGHWAY ; ' ! ;' _-- - _ _ - _--- ----_' �._____ —_______/66__-_ __f"� ' � / i_ ,.,e•==-' ,r-^�.-„.:... ^ �_ __ _—_ ._ _ _ -- - � % / `ri' -°F :.y so�a-:.�c�-�cc.�^.�.�ccL:..:..c:noo`.9:d7.e�:va._.a=a:._.x,-s: - FLOODPLAIN_--___ -_ � __ - _ `. / ; r, -- _ u =H=D�D wLOP ENT PROPE-RTIES L:P. / :f"`� ---= `� __ ___ _ _._ EVE _M_ ----____.__ _7 s - - - -- ��.__ __-___ -HOME DEPOT =U.SA7 I N.C,2-55-PAC-ES-`FERRY `R D-SE�--` � --`%`' _ : / _ ._" ”, -- '" -_ _._ — — - — —_ _ �— _ ___ 7 . , _ --- in, w � - 0 -_- _._ ,. t -. _. __ - =� _s __oc c=o co coadc- s,�z a scc-c_c�c=c ac -o :>-oaa s=a- �.^. s.� s -..�; _.. o:, ---,, --Y; !r - n�:,1 1,1, . -4,11 --,,,, ¢ G.�...oco-o..a-O.'x=zcscrc��= ,C�__" oo.�.-oco, o, 1 --�. r , r _ ___ SS-__._____ ----.--- S'S .-._ _ ----_. -.,--- _ __ _._ __ ---- _- -_ I� EX. DRIVEWAY 1c% #4 Bars ® 15" O.C.E.W. 6" 3500 PSI Concrete II I if / � �x�� 6Li,SabilizedSg�\��" a�x� EX. NOME DEPOT STMDMD CONCREff PAVF-Wff D-U*VL NTS NOTE: I STI -01 TYPE "G" EXPANSION JOINTS IN CURB & GUTTER .SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40 APART AND AT ALL RADIUS POINTS P.T. S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & . GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" 1/4"R 6" 15" 3" 1" I •� 1/4"R 12 ) 'h R / 5„ 3" 4 6. 7„ 1 It 2" 3" 3' 3" • 2" 2> • =#4 BARS 0 = 3/4" X 18" SMOOTH�4"J 3" EXPANSION DOWELS TYPICAL COMBINED CURB & GUTTER SECTION II I "FIRE LANE -NO PARKING -TOW AWAY ZONE" UM FL NP TAZ FL NP TAZEEMEMEMMEMEM FIRE LANE STRIPING FIR LANE All curbs and curb ends designated as DES GNATED firelanes on plans shall be painted red with *4" (four inch) white lettering stating "'FIRE LANE -NO PARKING -TOW AWAY ZONE" RKINC Wording may not be spaced for than fifteen (15) feet apart. 2 NLY * 8" (eight inch) high if stripe and I, _', I T ---./ white lettering are painted on I' sfce ------' I 1B" x 12" ED Ordinance for o' al Information FIRE COMPLIANCE i SIGN 0¢ 2ottr�rly D COLLEGE STADON EVELOPMENT SERVICES _ q PLAT FILED: j a.ay. I I A i . q! �- TX Firm # ',, F-1443 T.979.260.6963 F.979.266 .3564 511 UNIVERSITYI DRIVE EAST SUITE ;204 LLEGE STATIO . TX 77840 PLAN & DESIGN PECIALISTS IN CML ENGINEERI * HYDRAULICS HYDROLOGY s un ES * STREEt55 SITE PLANS* S iBDMSIONS www.mitchellon mo an.com irm #F-1443 F TF /18/11 t-iP .................. .B CON 1.* :* MORGAN ........... 1.0 S68 O.:�'..NG Li � � om( 0�� 0 V }� -A of Is - 14. mom a:c3 M �' a moo O P LO d � 94 N H L. o 0- O V N '- tZ Pk Q O - V _ - - [- I` _ - , O .U) .> N\N Ll— i I 1 : a`,.. Q) J �r ` V J O :!sU) �C ,. J- ems.. rr,.)� vJ �- I CL I 1 L, ' .l I� , Q tum' 1� 0 I EVELOPMENT SERVICES _ q PLAT FILED: j a.ay. I OF" m Ark PART 0 OWNER. BRAZOS GATEWAY DEVELOPMENT, L.T.D. 1-28.9 N. HARVEY MITCHELL PKWY � .: 7frf'lilrc3l�ll.9 (979) 779-7209 ENGINEER: MITCHELL &MORGAN, L 511 UNIVERSITY DRIVE E., STE 204 COLLEGE STATION, TEXAS 77840 (979) 260m-6963 VICINITY MAP (N.T.S.) 05 4" WATER LINE PLP 06 --PAVEMENT & JOiNI 07 -STREET, WATER, S SEWER DETAILS 08 -TRENCK& EMBED: 09 -ELECTRICAL LAYO LS1 - LANDSCAPE PLA IR1 - IRRIGATION PLAI FVpNTROL PLAN I)RM-- DRAIN PLAN \1 & PROFILE ROFILE PLAN EDIT TIS DETAILS VERONICA J.8 .�ORG a WIFLIANC15 JUN 2 2 2009 > q egIATION cc LF s� o ��f�{ ag / {r„ Res gF 9D 1014 a. . . . . . . . . . . . . . . . . . . . . . . . . . 2RJ IAR- 4R O�� 9 VICINITY MAP (N.T.S.) 05 4" WATER LINE PLP 06 --PAVEMENT & JOiNI 07 -STREET, WATER, S SEWER DETAILS 08 -TRENCK& EMBED: 09 -ELECTRICAL LAYO LS1 - LANDSCAPE PLA IR1 - IRRIGATION PLAI FVpNTROL PLAN I)RM-- DRAIN PLAN \1 & PROFILE ROFILE PLAN EDIT TIS DETAILS VERONICA J.8 .�ORG a WIFLIANC15 JUN 2 2 2009 > q egIATION cc ION CITY UMfTS ��EAT12- GE ST --- ---_. 266 \ 268 i 270 �• 272 1 274 ,'r �I�, � � � ,...Ix� s i�` �,--^'.-q . �� 5�}fes y��.'S �`lh i{`'rj>�.cs-`-�:rt 4h �t �` �•-'`x�' �r'��: 0 v.. �., J _ •� ,F _.i,. � � < - J.- a, �y t a � � � rT� -.'_t. KT: x lv �r �,.� SZ� SILT.�j FENCE F ,.Y d A '1s"...,,_,� tf CO5 :Zs (� 3s �a T yFts n ofd Na nr:. a3% t s' �c7 y �i t` x as via: k ��y. z s k L��. std � a r-ykr Lt'c �x £ ter"'• �'*Y`t`5-i >t� L< � �,+"'>..- siva .., ■ a ;ri;r-1u''/ . ,n .Y 'S' Y -' E •ic ,�„ `s ^'x't' ,^ ,ids r - V_R!A k: 'txe /Jr f t YEA FL00P:4t I �• iIi �? I FF = 1274.25 (s 5 _U -EX-.-LJ --: B0 "1E _. _4' WIDE r�_.., 6 WIDE ... I F.F = 74.25 ? ,� �_ `�` �_.•_ �_._ i OPEN CUT AN PATCH AS PER DETAIL ON SHEET 08 `FF 1274.5011 (MATCH EX. L_ GRADES) t: IA -T ---�-_ - 6,` (tyP) --- -- \ I 1� W-.--- W-;-W--.-el_---: H -_W' STORM I DRAIN INLEII ? s PRC)TEC n -I j t T- f EX. J-BO-- t•.;m4iw....^.,,,,t a 272.9 aP7/-W=268.90 �- CW-W=268.90 O -W=270.35 UE -W=268.80 - PROP. RETAINING WALL 'OP -W=270.35 'OE -W=268.75 P -W=268.75 E -W=268.75 SILT \ \I✓ �`��. / ENCE \ \\ { P I�j SLOPPED %� C,(o C7 L 0 0.00 Proposed Grade o°' 0 ti os Existing Gas Lines r E c Existing Electrical Lines y 55 Existing Sanitary Sewer Lines 0 ...•---•-� 26 , I .�.. / _ Wt Existing Water Lines s• / ,; ' , ss- Proposed Sanitary Sewer Lines wL Proposed Water Lines _ 0 Proposed Gas Lines (D p O E Proposed Electrical Lines N(� L + yI 000.00 P 'posed T/P xx.xxx Proposed T/C n Ri �ll, O Elevation Elevation STI N G '_� \ �, . n �/ / \ T/P _� Top of Pavement T/C =Top of Curb V DEED �.�RESTRICT D DETENTIZ� POND \ �� \ ) �, �� ' / AREA r 1 4' Tall Fence Located 2' Behind Wall MINIMUM 12' SHALL BE FULL ' 8" MIN. LOW PERMEABLE SOIL WIDTH OF SITE ENTRANCE 4" CAP UNIT 2"X4" WIRE MESH . I VARIES POST 6" MINDEPTH ST E I FASTENED TO T - (STM D448, 5AD AMETER)3" VER T - i 50,?o 1p0, SEDIMENT CONTROL FABRIC GEOTEXTILE FAB1 U STENED SECURELY rel ' feet's STANDARD UNIT FAT OST & ARE MESH O OI TH OTAGE.ASAME SQUAR I . POUT RR (�NN p� METAL TPOST 8" OF FILTER FABRIC TO EXTEND --- _ 1BACKFI RL ED INTO A TRENCH AND BE ANCHORED AS REQ'D. TO MAINTAIN. f SPACED V APART WITH COMPACTED BACK FILL _ _ ` RETAINED SOIL% ALLOW 2.5' TO 5• AT TOE OF XIS ING STREET Z 8 / SILT FENCE AND/OR SLOPE FOR SEDIMENTJO O c9 ACCUMULATE. ALIGN FENCE U) X' HAY BALES TO BE p FINISHED GRADE ALONG SLOPE CONTOURS. GRID LENGTH USED IN AREAS OF NOTE: - DRAINAGE FLOW. OF FLOW 6" MI DRESS WITH ADDITIONAL APPROXIMATE NATURAL GROUND DIP STONE AS NEEDED. UNIT CORE FILL EXCAVATION LINE <. STONE IS TO BE MAINTAINED (3/4" CRUSHED4" SO AS TO PREVENT DOCK OR STONE) CONSTRUCTION TRAFFIC 3000 psi CONCRETE PERFORATED DRAIN PIPE 8"x24"w/2-#4 Bars MODULAR BLOCK RETAINING WALL TYPICAL REINFORCED SECTION STANDARD UNIT - 1 " MINIMUM SETBACK Contractor shall submit sealed engineering drawings for design of wall based on wall type and obtain Building Permit from the City of CS for all walls > 2 feet in height. Appearance of wall shall be selected by owner prior to design. I EOTEXTILE FROM TRACKING MUD ONTO 4"X4" MIN. TRENCH 4" I� 20" FABRIC ADJACENT PUBLIC STREETS. SECTION A,1 SUBGRADE CONS] Ri! OTTON EXIT SILT CONTROL SILT FENCE ASSEMBLY SWPPI-03 I SWPPl-02 •rT °� `^ � •E -W=268.25 ar 99.50 , Er �a s II �i ir,✓ .1 1 �, xv`` r. *3 _,3•x"4SAND BAG f S zt� _ r� • . PROP. �•[ � a� C- F.r x - 1r«�i-,�,�a��2z 3• � C>� .sa�tk�,� a. � • • : • .Zc$,' `' a rare a99.41 �,�•...� ' I �'`��i'- ss' N rMc�tt vaC Y ti. r >• %? 't ';`,Y"� ; = .�.. s� s' a N CINDER BLOCK 1t grl` FILTER FABRIC NOT TO COVER DRAIN INLET FILTER FABRIC ROCK SIZE v T (p W=268.25 / I PORCH` 3/4" TO 1-1/2" _ µ PORCH T ` w=268.25 'LOT 9R-2; / 99.999.50` i � ;� 1 t �' �'. 99.41 NOTE: 15 PEN CUT A D / BLOCK 1 � ' 99.50 I ?, o t f* y S LT FENCE / �� TEMPORARY DEVICES AROUND STORM DRAIN ARE U D TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF I 1 ATC AS P .Rte L m3 t " �' 99.50 99.50 PROTECTION ALLOWS SEDIMENT TO SETT PRIO' TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH {l} FF 276.66 ONS �� THE GATEWAY P H THE PRO RADE DUE TO ATMO IC CONDITIONS. #IL � n � �� , ,F.. / � � 1 BASIN. SAND BAGS SHALL BE UV RESISTANT ND' M T OT DEG � -�•---�------�., _, tt 10 YEAR /�---""_�^ _ - - SAND BAGS SHALL BE REPLACED UPON FIRS SIGN 1F DETERIORATION. �� L ODPLAIN TYPICAL BUILDING GRADING (MAT T E I � N.T.S. C P L I C t GRADES) ?= � x� � �� = 70.00 0 ---IV= 70.00 , : , :2009 275.25 \ GE NOTES IOP 2 4.19 \ \ _ \ ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER _ HAVE BEEN - \ -2 0.00 \ BARED BY CONSTRUCTION SHALL BE ADEQUATELY \ \ 5 \ BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL SAND BAG GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS ` >ar- •""�" -- ® PROP. /j 1 �\ \ SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF - + b RETAINING / ` LAST DISTURBANCE. WALL `�-� APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 27 F ® 74.15 / i DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY u `r ' \ CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE r �� 270,00 /� / l `\VEGETATIVE IS ESTABLISHED AFTER l �> 06 J ' \ \� ? ^ ;' COMPLETE ANDRTH NHY REMOVED CONTRACTORNSTRUCTION IS `6-2 / / �• r O�Qa\ ZS ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. STORM DRAIN U`TOEi\ -t0- P ® rF ODPLAIN ma h line .\ STORM WATER '��LL � atch line �® ` PO LITION PREVENTION PLAN I ADJ S 'k j -X\ Zr" i GENERAL NOTES LElL4ME GenemlNotee-GonConet-PPP-BCS dwg r- GENERAL 03 Sep 2007 - 1:57 pm MORGAN c�� V 1. All controc r vehic'es, i eluding employee's vehicles, shall park within the project site to minimizq traffic on the public streets adjacent to the work site TX Firm # F) 1443.. entrance. Cont vehicles. Any a ctor will as 'disilurbe pro ide sufficient parking areas to accommodate his T979260 or destroyed by vehicular parking will, be repaired ..F.979.260.3564 963 1 / to original coni ition' prior t completion of project.. _ 2. ContractorE shall ensure that no dirt from the project accumulates in the existing 511 UNNERSITY DRIVE EAST streets. If dirt r debris) from the project site accumulates on adjacent streets, the SUITE 2 ',4 / conti actor shat immedii clean those areas. Itely COLLEGE STATION, TX 7784 3. Contractoir shall' place erosion control protection at appropriate downstream locations to imize s!lt d 6 debris from leaving the construction site and entering the inage s�ste PLAN & DESIGN SPE IAUSTS IN CML ENGINEERING * RAUUCS 4. If require on the Ian ,'the contractor shall maintain a vehicle wash down area of HYDROLOGY «UnLtn«STREETS 'tion sufficient size nd in a loc to facilitate cleaning his vehicles prior to leaving the SITE PLANS *SUBEMSIONS work site. 5. Once vec 04 ition is wellI established contractor is responsible for removing all www.mitchellandm 'r an.com temporary en s n cont of (hall asures (i.e. silt fences, rock check dams, etc.) $. 6. Structural 1 ontrols be installed as soon after clearing as practical and maintained in Dad wor !ng order until the site is stabilized. 7. Alternate s ructural con ols may be utilized if approved by Engineer."" """'0024....•••• VERONICA J.6. ......• ORGAN I 8. The contra for shall co ply with the TCEQ STORM WATER DISCHARGE PROGRAM and 77689 r Q is responsible r comp etinc and filing the appropriate forms. O`•. 9 0: �� STEF! r h�SjpN � t t 1 v i LEGEND MM m Property Line o� . • N5.. >, " . . • . • Setbacks m 0(o.00- Zc Existing Grade =)-5.N 3 0 o0 L 0 0.00 Proposed Grade o°' 0 ti os Existing Gas Lines r E c Existing Electrical Lines y 55 Existing Sanitary Sewer Lines 0 ...•---•-� 26 , I .�.. / _ Wt Existing Water Lines s• / ,; ' , ss- Proposed Sanitary Sewer Lines wL Proposed Water Lines _ 0 Proposed Gas Lines (D p O E Proposed Electrical Lines N(� L + yI 000.00 P 'posed T/P xx.xxx Proposed T/C n Ri �ll, O Elevation Elevation STI N G '_� \ �, . n �/ / \ T/P _� Top of Pavement T/C =Top of Curb V DEED �.�RESTRICT D DETENTIZ� POND \ �� \ ) �, �� ' / AREA r 1 4' Tall Fence Located 2' Behind Wall MINIMUM 12' SHALL BE FULL ' 8" MIN. LOW PERMEABLE SOIL WIDTH OF SITE ENTRANCE 4" CAP UNIT 2"X4" WIRE MESH . I VARIES POST 6" MINDEPTH ST E I FASTENED TO T - (STM D448, 5AD AMETER)3" VER T - i 50,?o 1p0, SEDIMENT CONTROL FABRIC GEOTEXTILE FAB1 U STENED SECURELY rel ' feet's STANDARD UNIT FAT OST & ARE MESH O OI TH OTAGE.ASAME SQUAR I . POUT RR (�NN p� METAL TPOST 8" OF FILTER FABRIC TO EXTEND --- _ 1BACKFI RL ED INTO A TRENCH AND BE ANCHORED AS REQ'D. TO MAINTAIN. f SPACED V APART WITH COMPACTED BACK FILL _ _ ` RETAINED SOIL% ALLOW 2.5' TO 5• AT TOE OF XIS ING STREET Z 8 / SILT FENCE AND/OR SLOPE FOR SEDIMENTJO O c9 ACCUMULATE. ALIGN FENCE U) X' HAY BALES TO BE p FINISHED GRADE ALONG SLOPE CONTOURS. GRID LENGTH USED IN AREAS OF NOTE: - DRAINAGE FLOW. OF FLOW 6" MI DRESS WITH ADDITIONAL APPROXIMATE NATURAL GROUND DIP STONE AS NEEDED. UNIT CORE FILL EXCAVATION LINE <. STONE IS TO BE MAINTAINED (3/4" CRUSHED4" SO AS TO PREVENT DOCK OR STONE) CONSTRUCTION TRAFFIC 3000 psi CONCRETE PERFORATED DRAIN PIPE 8"x24"w/2-#4 Bars MODULAR BLOCK RETAINING WALL TYPICAL REINFORCED SECTION STANDARD UNIT - 1 " MINIMUM SETBACK Contractor shall submit sealed engineering drawings for design of wall based on wall type and obtain Building Permit from the City of CS for all walls > 2 feet in height. Appearance of wall shall be selected by owner prior to design. I EOTEXTILE FROM TRACKING MUD ONTO 4"X4" MIN. TRENCH 4" I� 20" FABRIC ADJACENT PUBLIC STREETS. SECTION A,1 SUBGRADE CONS] Ri! OTTON EXIT SILT CONTROL SILT FENCE ASSEMBLY SWPPI-03 I SWPPl-02 •rT °� `^ � •E -W=268.25 ar 99.50 , Er �a s II �i ir,✓ .1 1 �, xv`` r. *3 _,3•x"4SAND BAG f S zt� _ r� • . PROP. �•[ � a� C- F.r x - 1r«�i-,�,�a��2z 3• � C>� .sa�tk�,� a. � • • : • .Zc$,' `' a rare a99.41 �,�•...� ' I �'`��i'- ss' N rMc�tt vaC Y ti. r >• %? 't ';`,Y"� ; = .�.. s� s' a N CINDER BLOCK 1t grl` FILTER FABRIC NOT TO COVER DRAIN INLET FILTER FABRIC ROCK SIZE v T (p W=268.25 / I PORCH` 3/4" TO 1-1/2" _ µ PORCH T ` w=268.25 'LOT 9R-2; / 99.999.50` i � ;� 1 t �' �'. 99.41 NOTE: 15 PEN CUT A D / BLOCK 1 � ' 99.50 I ?, o t f* y S LT FENCE / �� TEMPORARY DEVICES AROUND STORM DRAIN ARE U D TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF I 1 ATC AS P .Rte L m3 t " �' 99.50 99.50 PROTECTION ALLOWS SEDIMENT TO SETT PRIO' TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH {l} FF 276.66 ONS �� THE GATEWAY P H THE PRO RADE DUE TO ATMO IC CONDITIONS. #IL � n � �� , ,F.. / � � 1 BASIN. SAND BAGS SHALL BE UV RESISTANT ND' M T OT DEG � -�•---�------�., _, tt 10 YEAR /�---""_�^ _ - - SAND BAGS SHALL BE REPLACED UPON FIRS SIGN 1F DETERIORATION. �� L ODPLAIN TYPICAL BUILDING GRADING (MAT T E I � N.T.S. C P L I C t GRADES) ?= � x� � �� = 70.00 0 ---IV= 70.00 , : , :2009 275.25 \ GE NOTES IOP 2 4.19 \ \ _ \ ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER _ HAVE BEEN - \ -2 0.00 \ BARED BY CONSTRUCTION SHALL BE ADEQUATELY \ \ 5 \ BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL SAND BAG GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS ` >ar- •""�" -- ® PROP. /j 1 �\ \ SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF - + b RETAINING / ` LAST DISTURBANCE. WALL `�-� APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 27 F ® 74.15 / i DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY u `r ' \ CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE r �� 270,00 /� / l `\VEGETATIVE IS ESTABLISHED AFTER l �> 06 J ' \ \� ? ^ ;' COMPLETE ANDRTH NHY REMOVED CONTRACTORNSTRUCTION IS `6-2 / / �• r O�Qa\ ZS ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. STORM DRAIN U`TOEi\ -t0- P ® rF ODPLAIN ma h line .\ ? #- 1� atch line �® ` ,- I ADJ S 'k j -X\ Zr" i ? �n .._._............_._...__._......-_..._............. __..-. ...__.. .__. _...-- --. .. ...... HAY BALES f� 1 ETAL TPOST 1'D. TO MAINTAIN. %f )TECTION SWPPl-00 0 12 -SS - 12 -SS--" --� - EXISrrNG 12" SANITARY SEWER (PUBLIC LINE) EXISITNG 8" SANITARY SEWER (PUBLIC LINE) Construct Std. Manhole Top MH= 270.69 8" FL in=259.68 (Ex) 6". FL in=260.39. (Prop) 8" FL out=259.67 (Ex) t / E � J L J, 4j 1 4 z rrn t 1 . f 4 7 f9 r 1 i Nz r d 3 it d c � X t a i x f � x.r t F i a r ✓> h s h " ITARY SEWER fOlI0UC-UNEP 1i ,20 PUBLIC TILITY EASEMENT �VOL3663, PG 313 (TO BE ABAND t 89:8'�' LF. of 6 PVC ----(ASTM D3034 SDR -26' ® 1.2596 9PE ,l l / 1 JGI FL (4-)= 270.50 Y FL FL �Ic Will deter u 1 ' - i G �1�relif _-_ it its-'•• -�- Ems- 57x1! -t7 2 IN t h 4 ti: � h � t' i 9 b C, 4Mme, 1 4 •l 2 A 'u. ! k rr 1 x -tee -s �Z 2 ...�-fii t car. S -i t. 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VC- .,.tit �r/�{/ {t.�•'t.; , f1$\`\5 (' LI IJPvi '•'.£.:F _'' I l3' »t I :.rAki�-- i:G '�<`S„`I'.•!�- I V[ IY'�'S _ 1� ■ < •. � i T � :?�`' � �' }rib£ � . , �c Y�� (b Sta. =0 F3.67, 1L2 U.UI END 21LOP,EQ' ALL " ST : 0+96.75 i f ' 1 TRES. 1 O �/INLF<f= "' CURB 269.2 L'SfE qUAIL AQ '° / PROP / SLOP EASEM NT t tt K tir i i P. £i it t J 2, h 5 J. S trd v+. i4Y ��Y., }f \ 1 ,, ,,5 t., r+,• `"7 i 1 's' SY £ i r `t, P - PG {t .{ ^S 'r'�sy:.;iwF rti ie7i st3{ tiaJtL ayr '+''. .., :L. l y x , -:.: _-F„ -.. ::x. ,-, €`,-�?.wg_h ya _ ; � ...' -. -� y, v a :%",t? s .:, x`' ->•..x i � - z+ -.w,�. "`i. +.w �k„ r.,. -. y»'�, < ..•ter � s` __ � -: .' .. ... "€,./. :,.-tro. :. a .,.-. , ."�'.... .frr K` .! ,, .at-, a'S.r tyr,. y.l 1.� r,.! '•,s -r. d :�::,-.;....,: ,t:, r..,a : ,_._ ,: .-:,w!s .. :, ,-r a ' .-5 .s3;;> -<. ,r:,; t -xt, s�•� ,S, a'r '?£-r -S` : _,r. .r�' s, r :f _ r,t`.. M ,.,. t. rX .i.=,.-.r,x..�'u_ :t_...-...�_..,.,r.._'«. `_`�,cA�t _,. �..�,�a:,..yJ .�. 1;L .,,. .. :..:1,___.,_. .._. <e... ''x,_. _•v.,,r.-. t) kia..,. i. _..ly L. .��,._�..=5t_,.,-,.._:_._.,.._ a.�3�-`�. ..�.C.. a. 3. - ::„P f '..3_ .r'r. r' '- s xv :.. >r. •rc:: !, f, *, < � 7hx . tt.tu � Kt � i�d Y :gra: �'�� 3 a. ';•� c �..,:�N A �..`.: 5' ;c � -`� ' �t4� t <txd. s.`a rlr 4 g _ .t 4.'1^ G eay 6 3,yr�n 4 t3-rs'a,�.`S:` '>:-s: �t•T e•, 's�`_'� ^>. { a R a r }_z .. r.�4_. r `7'.tn-t'> x ' k,f=-"!i � �� k,�Xu._ a'r �,F�^�-"'�'G• ,,,,i,,,�;A _r3.�_ z,:s.><.,;:71: �..�'r.,.'s,-*_>.5:..�.�_�..'i��..y:•,- c� '.�•._>�u� :<:.:,;.�,�a� � �>�":x�} u�:"�s�a:,_,"��uin AP AP 11DIAIRTIAL SITE PLAN (S :. ( 8"-:. a • • '•• 4" PRIVATE SANITARY SEWER SYSYT PARTIAL SITE PLAN (SCALE. 1'=20) h 5 UMM . ii. / VIEW) 6 n 12" f / A-) t� /i { J if A Conc. Riprap 8" v Class B Concrete 1 11 l) L'SfE qUAIL 5 S I STD. ES. 0' CUR INLET SUITE 204 TOP /IN = 269`20 FA -- - --- ---- - - IN FL(30 OUT) 262.00 (IONS f �� 6 n 12" f / A-) t� /i { J if A Conc. Riprap 8" v Class B Concrete #3ars O.C.E.W. Field bend reinforcement wire and tie to proposed reinforcement SECTION A -A 270�J l) L'SfE qUAIL FINAL GRAD S I '01 i)N"! Rv�z yl-- 1 S" Varies 511 UNIVERSITY DRN E EAST SUITE 204 I COLLEGE STATION, DI778 i / I(r0r FA -- - --- ---- - - IN CML ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * ;STREETS SITE PLANS * SUBD (IONS f �� End of Pipe Joint as Required For Payment '12„ 268 N s A J (�, -X112"I G, V is •• 4 - •61 � ccoo N W N p O O .. N T a� w -v M Z�3Y rn a U ,--�. %�' CAST IN PLACE 21 "0 O II II =La s` - LL SLOPED HEADWALL DETAILS. 2W W - O- O V m 0 CONIC. RIPRAP SHALL BE INCLUDED 'IN BID PRICE FOR EACH HEADWALL i �> ' NTS>k `'- a `` W b i 03) O 264 - A f 00000o �' A ❑❑0011❑ 1111❑❑❑❑ 0❑000❑ 1111❑❑❑❑ O.D. + 6" MIN. 2'-6" SQUARE 28 -DAY CONCRETE STRENGTH3000 psi PLAN #4 BARS 12" O.C.E.W. O.D. + 6" MIN. SIDE WALLS 6" TOP & BOTTOM SLAB #4 BARS 6" O.C.E.W. 6" SIDE WALLS TOP & BOTTOM SLAB SECHONA A SINGLE GRATE INLET D 1-01 262 260 2 S?' ' ORM SE � P (ASTM C V 1 6 CLASS l) L'SfE qUAIL SHEET FOM EMBEDMENT I JON 2 2 21" 0 Eiz 2" 262 RIP -r 260 258 ■ MORGAN HI TX Firm # F- I T.979.260.61)63 I I2.58 64 511 UNIVERSITY DRN E EAST SUITE 204 I COLLEGE STATION, DI778 J Q O IN CML ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * ;STREETS SITE PLANS * SUBD (IONS www.mitchellandmor ' n.com %%%%% 0 F N s A J .. AN 77 6P� O' O ' G, V is •• 4 - •61 � ccoo N W N p O O .. N T a� w -v M Z�3Y rn a U a� p�OU O II II =La s` - LL _0 L_ Y,t - 0 �. O W - O- O V m 0 i �> `'- a `` W i 03) O 256 0 %SS W �' 0 256 J Q �S P0N 0 i ON 0;..- s �N 04 II Z II N 11 dw . 6z 0+00 0+50 0+70 PRI A TE'', STORM DRAIN (IPkIOFILE VIEW) ■ MORGAN TX Firm # F- 1443 T.979.260.61)63 63 F.979.260.3564 64 511 UNIVERSITY DRN E EAST SUITE 204 I COLLEGE STATION, DI778 PLAN & DESIGN SPECIALISTS IN CML ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * ;STREETS SITE PLANS * SUBD (IONS www.mitchellandmor ' n.com %%%%% 0 F 5 >a s A j T ERC VERONICA ONi A J. B.�M .. .. AN 77 6P� O' O ' G, V is •• 4 - •61 � cc InLU M o)3'Q3 7 O O .. N T a� w -v M Z�3Y rn a U a� p�OU O s` - LL _0 L_ Y,t - 0 �. O W - O- O V m 0 i �> N ry i 03) O 0 %SS W �' J Q 0 i 0 1114 �u <1 ."v MITCHELL IVIR MORG!AN PROP. 6" OR r-) 6 SANITARY Z- NU7 SEWER 2- IR FIRE /-SERVL(:LE Er EWA, 64 2 -HR FIRE -W VkNT AM ETAR )ANT WALL "Z- )RIVE EAST SUrfE 204 > 1 TX 77840 PLAN & DESIGN SPr%.VV_,,jQ CML ENGINEERING, 1, HYDROLOGY UTILITI, *STREETS SITE PLANS *SUBDIVISIONS 6, BEEN 7 07 -i KF, 7�0 g-7 ......... ........... ORGAN 0.1w. Z' MCI am - . ....... Tr A PR 4 ta. 0 o S 7 14 il", : Iq M k B I'& E DETAILs Mm mom L=268. )NI EXIc Sm Hill - _0 E) W N _8 ffi m '00 LINE/N/ N R!, 0001. 'N ;l Ell g" �R INS tg N 0 �i IN R' 5 >1 M 11 / / No - Ella RM , 1 -- - -- 110- �11- I �'g � lllizilN;ffi"11.1 .1-1 - � I klN - 011-1 -ew"'I ff SIR im x 0 nct- V1. St(3* =0+�2 266�,�2 8"x 2.,5' --p 0 OR ry PROP. 15' st6. -=140 F kT .41, UTIL11Y EASEMENT BN22.!� BEN�/ /V, (SEP. INST.) �L= Q) NZ x'// / \-k�' S PVC SL 2'* PVC X= i3W 20' UTILITY 06. % Pu\BuC EASEMENT VOL5809, Px) X6 z Ao �ATER METE 6 6" GATE VAIVE"'Ic BOX EZ ER R 264 PG 70-71 ly, AO Q) 20' PUBLIC u*nuTy EASEMENT VOL3663, PG �X EASEMENT -51.5 (TO -BE -ABA \x/ VOL5779,- PG 202 NDONO) CL Z EX 6" SANITARY X SEWER - � em M I IS NINE E X\ >l/ 00, —266 )AM -VA - 1PAIRTIAL SITE PLAN PARTIAL SITE PLAN, 8 363.26 UNEAR FEET I TERL INE STRUCTURAL BACKFU rwr 8 PVC (DR 14 AWWA C-909) 276 SEE B/CS DETAIL JHEET FOR EMBEDMENT 276 FIRE HYDRANT 6 TERLINE 245 LINEAR FEL7 ASSEMBLY F 6 PVC (DR 1 AWWA C-909) STRUCTUPAL BACKnLL 274 274 BICS DETAIL SHEET FOR EMBEDMENT XISTING FIRE 1 3 GRADES FINAL GRADES HYDRAN" ASSEMB 2n F I N A L GRADES -Y UAIL 272 ,,----VAIVE & BOX "-�6" GATE 6" GATE EX. ELECTRICAL CONDUIT CENTER ONE JOINT OF 8" VALVE & 80 x VALVE & BOX Sta. =2+87.71, (APPROX. LOCATION) WATER LINE OVER EX. 6" S-.A-NrrARY— EXISTING GRADES 0 F/L 4" 270.23 S.S. SERVICE Stc. =3+38.73, Sta. =4+43.35, Sta. =4+46.22, 270 A r/l = 9AQ 7r% F/L= 268.84 FINAL GRADES ,_SEWER LINE u -S.S. SERVICE Sta. =3+89.15, 0 4- S.S. SERVICE Sta. =4+41.20, F/ 4" = 268.79 S.S. SERVICE Sta. =4+53.33, -7 wo F/L= 269.35 W 771 4" S.S. SERVICE APPROX ELEV. PROP 2-2" ELEC. APPROX ELEV. Sta. =5+6.0'9'., PROP 2-2" ELEC. 6" GATE VALVE & BOX - Ri? IV —7, 7 4i EXISTING GRADESi CONDUIT F/L= 268.25 CONDUIT 4" S.S. SERV CE -J Sta. 5+56.4-j. 268 9r%7 78 mm Sta. =4+45.22, 4� SERVI 208 4 APPROX ELEV. Sta. =4+48.22, Sta. =6+04.28, 5c, PROP 3 -4" ELEC. APPROX ELEV. F/L= 267.43 CONDUIT PROP 3-4" ELEC. CONDUIT 4" S.S. SERVICI� 266 5 266 Sta. =1+15.75, F/L= 264.14 77 r EX. 42" RCP STORM Will DRAIN (PRIVATE) K EXIST[ qG GRADES 264 c6 co EXISTIN 04 GRADE 262 w z w "I z LL- W LN x ci m m 4) x 04 0 Sta. =0+89.51, 0! 0 0 - m co 0 C14 0) to 03 Lo CD 't tir— U) In In 0 ro 0) W 04 (1) co 4) Lo a) lj� 0 cl, 262 m 00 co F/L= 260.36 cd 0 Ckl + 7 co co P� co r--: co co < 'n rz 0) co 0) C6 00.2 LO n.2 Ui 2! G! -4- -E 0 04 co EX. 6" SANITARY SEWER N 11 C4 04 u- 04 cq C-4 z C14 (0 04 ch to 04 U) co 04 cn co 04 G U) co 04 0) ch (D 04 a) ch co 04 T >-. Z 11 LINE (PUBLIC LINE) 2 x 2 11 0 m 11 "I 11 119 x 0 L- a) CL L- CL I- CL L- 0. L. M x z u- z (f) 03 LL- z Ltj LL- a Li- -J m LL m m w m 0 _j 0. 0 CL 0 0. 0 cx 0 0- 13. 0 ; 280 m -Z 0 c;g 71 0 0 Ll 0 LL - Lff C; F- u') W 04 W!;� 7 0 00 (D - oto c� m m LLJ Ld 001 C14 w oo cq >' --to 0 P- 1�- U) Ld Im io L(i E E: LIJ w m 0 4) co 0 - 00 le c'j .1 - I . L �Z- 260 + 04 F- 06 04 * + to rl 0 Lo * c� '; 0- c� co cx vi CL (3; 4) 0. (:i w CL ci 4) 0L 00 f . 0 M 0 + U -j 0 z + + + 11 w 04 + cq 04 + cq Ir + EN -j . M W p + n� p — + + n + in + 0 + Ll z x 00 c� 04 c� 04 6 z Lq L9 to Lf) W U) 00 1 0 04 03 41 x -X -cn' -a 4- ci 41- �x 6 41 g a CC) x 6 I all oil all d - c; cn'm cn fio Px o co Zn, 12 inlio cnlw En V) ""12 in 2 co co 41 in cN -11 cn N -01 En cq 41 En cq 1 11 1 -�' En 1 1 1 N 1 41 in Of o6 c� to co co Iq I,- ll� co rl: cq Ill 0) 00 Co N 0) 0 co N c6 to cq oj c6 co co cq N r- (o N r- co co (D co co co co ED co Ld co di to Lfi 0 N N 04 04 N EN u- il- u - u --i U'- u--1 14- 1, -Jl la- WED p Kk=IV I 53ERE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 1 0 0+50 1 %044W- ANC 8" & 6" rwr 1, A I TER LINE PRAORLE JUN 2 2 2009 COLLE@E MATION ENG NEERING MITCHELL IVIR MORG!AN "0 TX" Firm— # 7-1443 T.979.26C.6963 F.979.260.3564 511 UNIVERSITY )RIVE EAST SUrfE 204 COLIEGE STATION 1 TX 77840 PLAN & DESIGN SPr%.VV_,,jQ CML ENGINEERING, 1, HYDROLOGY UTILITI, *STREETS SITE PLANS *SUBDIVISIONS www.mitchellandnioroon.com 7�0 g-7 ......... ........... ORGAN 7 . ....... 0 o uj -0 Z W D �- Zo 0 _0 0 '00 n u 0 ry LQ Q) C) Q) CL Z PROP UTILITY E (SEP.. PARTIAL SITE P LOT R-2, BLOCK 1 GATEWAY PH 1 EX. DETENTION POND Scams _ I 1 1 inch : 20 feet TI�iETi '' SERVICE t. Tm NOTES: Tm ID THRUST C A VOLUME VOLUME Yj 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 2" -270 j( Ey11 BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL 1 90A 10,12' 6.5 FOR SINGLE SERVICE OR BETWEEN THE SERVICE ALL CONNECTIONS TO BE COMPRE 1012 11.3 4.0 SADDLE AND THE WYE FOR DOUBLE SERVICE.5. 6,8" 2.0 20 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 6, ALL SERVICE WYES & EXTENSIONS C 2. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE INSTALLED WITH THE MAIN LINE CC 45. 10,12- 3.5 8 -SS L k NOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE AND PLUG SCHEDULE I Tm NOTES: Tm ID THRUST C A VOLUME VOLUME Yj 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPEC (ho m 3 4 6 8 5.. 1.5 2.5 0. 0.31.5 0.9 BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL 3.5 0.6 90A 10,12' 6.5 FOR SINGLE SERVICE OR BETWEEN THE SERVICE ALL CONNECTIONS TO BE COMPRE 1012 11.3 4.0 SADDLE AND THE WYE FOR DOUBLE SERVICE.5. 6,8" 2.0 20 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 6, ALL SERVICE WYES & EXTENSIONS C 2. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE INSTALLED WITH THE MAIN LINE CC 45. 10,12- 3.5 2.5 STREET CROSSINGS HAVE BEEN INSTALLED. 7. METERS AND VALVE BOXES SHALL 22 0.5 8,8" 1.5 CITY UPON PAYMENT OF FEE. 1.5 0.9 0.8 3. MARK EACH SERVICE END WITH METAL T POST 8, LOT CORNERS SHALL BE MARKED' �c 1.5 as O PAINTED BLUE. THE SUPERVISION F A RPLS UPON -THRUST- x:s, ¢�� 1.5 1.5 0.9 1.2 CONSTRUCTION. ' `. =• ¢Y ' CONC. CURB & G •`-POUR AGAINSTw _ UNDISTURBED POUR AGAINST + EARTH UNDISTURBED EARTH TEE THRUSTBLOCK PLUG THRUSTBLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200pst FOR 24- AND SMALLER INNER DIAMETER PIPE 2 ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT T UNDISTURBED EARTH EXTEND BEYOND JOINTS BEND SIZE Tm Tm Tm G VOLUME Yj 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 90A 10,12' 6.5 25 1.5 1.2 4.0 1.0 6,8" 2.0 20 1.5 0.9 1.5 02 45. 10,12- 3.5 2.5 1.5 12 22 0.5 8,8" 1.5 1.5 1.5 0.9 0.8 0.1 �� 10,12- 2.0 _ 1.5 1.2 1.1 0.3 8,g• 1.0 1125" 10,12" 1.5 1.5 1.5 1.5 1.5 0.9 1.2 1 0.1 0.1 ' 4' X 3' X 3' CONCRETE PAD ( FOR Y PIPE) MJ TAPPED CAP 0 4"X5X3'CONCRETPAD (FOR 2 -PIPE) CONCRETE BLOCKING • •. IRON PIPE THREAD CENTERING COLLAR. - COMPRESSION FITTING ' AND BALL GATE VALVE ' BRASS ELL (TYP) ' BRASS NIPPLE ' ` a T - ' $ " - LEAVE 8"-10" TAIL FROM TOP OF BOX. 14r ow PIECE INSIDE VALVE POUR CONCRETE miTEJ AGAINST UNDISTURBED OSP DIA. EARTH SECTIONX--X PLAN HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE Tm Tm Tm G VOLUME Yj 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 90A 10,12' 6.5 25 1.5 1.2 4.0 1.0 6,8" 2.0 20 1.5 0.9 1.5 02 45. 10,12- 3.5 2.5 1.5 12 22 0.5 8,8" 1.5 1.5 1.5 0.9 0.8 0.1 �� 10,12- 2.0 2.5 1.5 1.2 1.1 0.3 8,g• 1.0 1125" 10,12" 1.5 1.5 1.5 1.5 1.5 0.9 1.2 0.4 0.6 0.1 0.1 ;* SEE SPECIFICATION 660 FOR MATERIAL REQUIREMENTS APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR TAPPED TEE r CORPSTOP WATER LINE OF 1' TYPE K F 1-1@ TYPE K ( SEE NO Q WATE SERV (SHORTA LONG WATER GALV. ELL NOTES: ------ - PIPE TYPICAL HORIZONTAL .1e ., 3 IJa *Nl 38iAr= em M1 3M-4*!kftz THRUST BLOCK W2-00 i Irvice Line' j - 1. ALL CONNECTIONS TO B OMP TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN e-wL 2. MATERIAL USED SHALL 81 AS SF 2" METER BOX WITH --- APPROVED EQUAL ��18ED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN I L 3. ALL SERVICE WYES & NSIOI J SIDES OF COPPER PIPE. AIR RELEASE/VACUUM PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" BREAKER VALVE INSTALLED WITH THE T LINE, 2' SHALL INCLUDE ALL MATERIALS, AS SHOWN IN VALMATIC MODEL 101 (11 _ 4. oasTiNGMETERBOXESIAlETO DETAIL, INCLUDING MAIN LINE TAPPING SADDLE OR MODEL 102 (21 OR PIPE INSTALL MALE QUICK THE NEW METER BO I JOINT 4. THE ENGINEER HOT -BOX POLY ROX '- BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE & METER NUT SIZE 314"x 25- Long 314'x3"Long 314" x 12" Long 1" x 2625" Long 1" x 8.5 Long 1-1/2' Meter Ni 1-1/2' MeterBUsterM 2" Meter Nipple 2" Meter BusWng WAT GALV. ELL b I KU ------ 1. ONLY WHEN TOP OF GATE VALVE ONLY TYPICAL HORIZONTAL .1e ., 3 IJa *Nl 38iAr= em M1 3M-4*!kftz THRUST BLOCK W2-00 i Irvice Line' j - D - - - - -"" B- wL TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN e-wL --- )& BE 2" METER BOX WITH --- ' ��18ED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN _ L 1' UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP I W4-0 -j ' SIDES OF COPPER PIPE. AIR RELEASE/VACUUM PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" BREAKER VALVE TO 98' MAXI 2' SHALL INCLUDE ALL MATERIALS, AS SHOWN IN VALMATIC MODEL 101 (11 _ ' DETAIL, INCLUDING MAIN LINE TAPPING SADDLE OR MODEL 102 (21 OR FMISHEDGRADE TERMINATEVT05 INSTALL MALE QUICK 3 PIPE SIZE SHALL BE 1- OR 2'. APPROVED EQUAL SIZE OF LINES AND VALVES MAY BE MODIFIED BY N0. EXIST. GRADE 4. THE ENGINEER HOT -BOX POLY ROX '- BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL MODEL PHRI (1') WITH HEAT OR MODEL PHR2 (21 - BRASS BALL VALVE WITH HEAT OR APPROVED I ' EQUAL ' 4' X 3' X 3' CONCRETE PAD ( FOR Y PIPE) MJ TAPPED CAP 0 4"X5X3'CONCRETPAD (FOR 2 -PIPE) CONCRETE BLOCKING • •. IRON PIPE THREAD CENTERING COLLAR. - COMPRESSION FITTING ' AND BALL GATE VALVE ' BRASS ELL (TYP) ' BRASS NIPPLE ' TERMINATE W TO 5 TYPE -K'COPPER TUBING - ' $ TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE & METER NUT SIZE 314"x 25- Long 314'x3"Long 314" x 12" Long 1" x 2625" Long 1" x 8.5 Long 1-1/2' Meter Ni 1-1/2' MeterBUsterM 2" Meter Nipple 2" Meter BusWng WAT VACUUM CHECK VALVE W3-02 L 24" X 24- X W 28•DAY CONCRETE STRENGTI# 2000 psi D ol� WTTH#4BAR AROUND ALL VALVE BOX. LOCATED GALV. ELL b I KU LIKAL 1. ONLY WHEN TOP OF GATE VALVE ONLY 1. ALLP A GALV. NIPPLE REMOVE AND DISCARD D AYS / TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN AFTER USE EXTE )& BE 2" METER BOX WITH 2 BAC L SR CAST IRON LID ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF NO.I2 I W4-0 BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY SCH. 40 GALV. PIPE TO 98' MAXI 3. OF ONE (1) FOOT LONG. AFTER BLOW -OFF wlTliI IOPTO FMISHEDGRADE TERMINATEVT05 INSTALL MALE QUICK (OP71 N0. EXIST. GRADE CONNECTION & CAP FROMTOPOFBOX BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL WNALVE BOX - BRASS BALL VALVE STANDARD FIRE HYDRANT I ' BRASS THREAD PIPE NO CLDSER THAN 3 FEET MEASURED FROM BRASS ELL MJ TAPPED CAP 0 2 CONCRETE BLOCKING • •. WIRE, INSURE THERE CENTERING COLLAR. (SEE BLOCKING DETAIL) WATER As MAIN VARIES - BRASS NIPPLE TERMINATE W TO 5 2" BLOW -OFF RISER W3-03 VACUUM CHECK VALVE W3-02 L 24" X 24- X W 28•DAY CONCRETE STRENGTI# 2000 psi D ol� WTTH#4BAR AROUND ALL VALVE BOX. LOCATED VALVE BOX PER SPECS WITH BOX NO TE EXTENSIONToT USED GENERAL NOTES: 1. ONLY WHEN TOP OF GATE VALVE ONLY 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6- IS DEEPER THAN 5 FEET FROM THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE FINISHED GRADE OR TAPPING SLEEVE TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN ALL VALVE OPERATING NUT BY ANY MECHANICAL EQUIPMENT. 2 EXTENSIONS ARE TO BE MADE 2 ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH = 2000PSi. OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO (2) 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF COATS OF METAL PAINT. BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY EXTENSIONS SHALL BE A MINIMUM AS THE ENGINEER. 3. OF ONE (1) FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS REQUIRED FMISHEDGRADE TERMINATEVT05 REACHED 7 DAY STRENGTH. 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL WILL HAVE FULL GATE VALVE FROMTOPOFBOX BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL WNALVE BOX BE CUT FOR EACH BELL AND FIRE HYDRANT. STANDARD FIRE HYDRANT 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. EXTENSION WITH NO CLDSER THAN 3 FEET MEASURED FROM 14 ga. INSULATED PVC OR D.I. PIPE COPPER TRACER WIRE BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX 2" SQUARE x 2' HIGH �- OPERATING NUT VALVE OPERATINI EXTENSION DIA x 1/8" MIN IICKNESS STEEL ATE w/ 90ACUT-OUT ITEEL ROD SQUARE SOCKET 2" DIA INSIDE 21/4" DEPTH TWO 3/8' SET SCREWS ON (1/8- MIN WALL EITHER SIDE TO LOCK THE THICKNESS) OPERATING NUT GATE VALVE EXTENSION TEEORTAPPING -' SLEEVE&VALVE MECHAMCALJOINTS AS REQUIRED WITH SETSCREW RETAINER GLANDS ORMEGA LUGS BLOCK AS DIRECTED -00 STANDARD FIRE HYDRANT GROUND LEVEL 24• MAX 48* TYPICAL UTILITY PIPE MEFALDETECTORTAPE TRACING WIRE 149a SOLID COPPER TRACER WIRE MUST BE INSTALLED _ J DIRECTLYABOVETHEPIPEAND DEAD SHALL BE TAPED TO THE PIPE AT W INTERVALS. TRACERY 6 FE PIPE, CC FOR FLIT Wl-Ol UTILITY PIPE LOCATION MATE -Er BRASS CURB STOP w I WITH PLUG (REF) O 4' MIN. VIEW A -A DOUBLE SERVICE 2' MIN.-' MAX. BALL/SERV) -2' MIN. WITH ( 2 F A•TYPE"KCOPPER TUBING FOR DOUBLE SERVICE) 1' BRASS WYE ( SINGLE SERVICE) (1 FOR DOUBLE SERV.) IING ( DOUBLE SERVICE) W2-01 METER SWIVEL NUT OR NIPPLE METER VALVE BOX PER SPECS WITH BOX BOX DRANTS SHALL BE 7. H-5- 0 0 z AS REQUIRED THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. MIN EXTENSION AS NEEDED EXTENSION OR TAPPING SLEEVE VALVE BOX PER SPECS. VIEW A -A DOUBLE SERVICE o O AWWA NUT ANGLE STOP I EXTENSION WfTH EXTENSION - AS CENTERING COLLAR T A A ' �' ' 6- A REQUIRED FMISHEDGRADE TERMINATEVT05 I I ANCHOR 90' BEND ANCHOR AW WA NUT GATE VALVE FROMTOPOFBOX WNALVE BOX Lu z STANDARD FIRE HYDRANT DRILL 318' DIA2-SQUARE HOLE FOR TRACER } EXTENSION WITH + tL 0 2 O 6 WIRE, INSURE THERE CENTERING COLLAR. As READ VARIES - ARE NO SHARP EDGES TERMINATE W TO 5 LEAVE 8"-10" TAIL FROM TOP OF BOX. PIECE INSIDE VALVE BOX d AW WA C900 STD. GATE VALVE s srD. PRESSURE PIP W/STAINLESS GATE VALVE STEEL BOLTS i WITH SS BOLTS .CONCRETE I , 14 ga. INSULATED PVC OR D.I. PIPE COPPER TRACER WIRE BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX 2" SQUARE x 2' HIGH �- OPERATING NUT VALVE OPERATINI EXTENSION DIA x 1/8" MIN IICKNESS STEEL ATE w/ 90ACUT-OUT ITEEL ROD SQUARE SOCKET 2" DIA INSIDE 21/4" DEPTH TWO 3/8' SET SCREWS ON (1/8- MIN WALL EITHER SIDE TO LOCK THE THICKNESS) OPERATING NUT GATE VALVE EXTENSION TEEORTAPPING -' SLEEVE&VALVE MECHAMCALJOINTS AS REQUIRED WITH SETSCREW RETAINER GLANDS ORMEGA LUGS BLOCK AS DIRECTED -00 STANDARD FIRE HYDRANT GROUND LEVEL 24• MAX 48* TYPICAL UTILITY PIPE MEFALDETECTORTAPE TRACING WIRE 149a SOLID COPPER TRACER WIRE MUST BE INSTALLED _ J DIRECTLYABOVETHEPIPEAND DEAD SHALL BE TAPED TO THE PIPE AT W INTERVALS. TRACERY 6 FE PIPE, CC FOR FLIT Wl-Ol UTILITY PIPE LOCATION MATE -Er BRASS CURB STOP w I WITH PLUG (REF) O 4' MIN. VIEW A -A DOUBLE SERVICE 2' MIN.-' MAX. BALL/SERV) -2' MIN. WITH ( 2 F A•TYPE"KCOPPER TUBING FOR DOUBLE SERVICE) 1' BRASS WYE ( SINGLE SERVICE) (1 FOR DOUBLE SERV.) IING ( DOUBLE SERVICE) W2-01 METER SWIVEL NUT OR NIPPLE METER BOX ANGLE STOP 0 0 z AS REQUIRED + MIN ATER METER OR TAPPING SLEEVE 4' MIN. VIEW A -A DOUBLE SERVICE o O VALVE AS REQUIRED ANGLE STOP I WATER METER r(2FOR R WIVEL NIPPLE A -9 200 PSI P1 PE SERVICE) YE (1 FOR DOUBLE SERV.) RECONNECTION W2-02 INCLUDES KS, STREETS, ALLEYS, EM AND SHALL LINE STRUCTURAL STABILIZED (OPTION ��y>-m ED SOIL COMPACTED BIC l i 5' Y AS PER ASTM D698 I 'OF OPTIMUM + PAVEMENT AREAS B/C "TURAL BACKFILL AREA W4-04 STANDARD FIRE HYDRANT WNALVE BOX WATER UNE AS REQUIRED + MIN OR TAPPING SLEEVE VALVE AS REQUIRED ' I AS I REQUIRED I I ANCHOR 90' BEND ANCHOR GATE VALVE WNALVE BOX Lu z STANDARD FIRE HYDRANT } + tL 0 2 O FIRE HYDRANT LOCATION REALIGN AS NEEDED D.L OR CM PIPE 6 -MJ ANCHQR COUPLING PEA RAVE[ -FILL TO FT. AS 24" X 24• X 6" WEEP HOLE ..'15 28 -DAY CONCRETE r_ STRENGTH 2000 psi THRUSTB'OCK W71H #4 BAR AROUND CTS ALL VALVE BOX. BLOCK SING 1 ZXV •A •' pRECASTCONCRETE rSp1j. -02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGEiATIONAND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION I: COMPLETE AND THEN REMOVED BY CONTRACTOR ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OFG�71Tpf fi1FAi` BE-AaA)ARRn^STV rrFM fes=<' - c,�'F- f1±s:. +p ,1 I�"flif BTgp C W1-03 JUN 2 2 2009 t d I NERAL � NOTES: AL i AREIHER EXISTING VEGETATION AND GRASS COVER HA BE=,RED 14"R BY CONSTRUCTION SHALL BE ADEQUATELY CK SODDED OR HYDROMULCHED AND WATERED UNTIL G WTH IS ESTABL' 04 (SHED. IN DEVELOPED AREAS WHERE GRASS ISI RESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SH LL BE SEEDED. DMSIONS IDR SODDED WITHIN 14 CALENDAR DAYS OF LA DISTURBANCE. AP ROVED fOSI N CONTROL MEASURES MUST BE INSTALLED DU ZING THE �NTIR EXISTING GATEWAY VILLAS SAW CUT AND" CONNECT TO EXISTING PAYMENT _j ; SAW CUT AND CONNECT TO EXISTING CURB ,�;z // .off/ q' %f i // 5� c �`-- C EX FA V -SAW- CUT AND REPAIR AFTER INSTALLATION OF —�- WATER/SEWER SERVICES-&, E EC. CONDUIT AS PER DETAIL ON SHEET D7 (TYP) PROP. RETAINING WALL TOP -W=274.19 TOP -W=274.15 Fch� TOE -W=270.00 TOE -'W=270.0000 _ t1 in = 20 feet 03-OAd-.,Z-t �3-��d-,.4-b _ NZNA-OAd-..4-1 �3_JAd-..Z_r _ N��.z� nd..— NZNA-3Ad-.,4-L IS and ,.z -z Is o = IS OAd „Z —Z IS OAd ..Z —Z TOP -W=270.00 D P D P TO -1�(=270.00 A TOE -W=270.00 TO - 270.00 12 I 14.5'- N -------•-----'-------�--- -- -- -- ' ----- ----- -- 'x-� -- ---- 1 !_ - - r 15' 14.7 t1-D,o ' I I _ 15' 10.5' ,- — —--------------- — — — Co t I 1 SAW CUT AND CONNECT TO s I I I I ! t EXISTING CURB 1 =N �, SAW CUT AND REPAIR EXISTING - AFTER INSTALLATION OF GATEWAY SAW CUT AND N ` CONNECT TO WATER/SEWER SERVICES VILLAS EXISTING PAYMENT \- --�- & ELEC. CONDUIT AS " \ PER DETAIL ON SHEET `N 07 (TYP) ✓vnv i iivv ac rH viivc7 PARTIAL SITE PLAN (SCALE.• 7 "=20') EXISTING DRIVEWAY SAW CUT AND CONNECT TO EXISTING CURB SAW CUT AND CONNECT TO EXISTING PAVMENT SAW CUT AND CONNECT TO EXISTING CURB EXISTING DRIVEWAY 1' 6" #4 Bars ® 15" O.C.E.W. 6p . 3500 PSI Concrete . Stabilized6" Ume .. G CORE �IS�tJ B 01 0 CORE Rfm OSED / *0 / 4 Saw cut to provide neat edge of existing curb. Leave 15" of rebar of the removed curb and tie it to the rebor of the new curb. CONNECT TO EXISTING CURB DETAIL NTS FILENAME conect-curb.dwg PLOTTED: 01 Jul 2008 - 9:39 am #4 Bars ® 15" O.C.E.W. 3500 PSI Concrete . Stabilized6" Lime .. HFAVY DM_ CONCRE-W PAIEMEW New Concrete Proposed Reinforcement See Detail Existing Concrete Drill & Epoxy Proposed Reinforcement into Existing Concrete (Min. 9" Depth Drill) (Epoxy per TxDot 5016) FUIXWF- wMedc moat-can�ra6e.dw PLOTTED 02 Jul 2008 - 9:23 mn MPLIANCE i JUN 2 2 2009 d I NERAL (VOTEco TYPE HALL 40' APAR-i D.C..;. UTTER DISTANCE NOTES: AL i AREIHER EXISTING VEGETATION AND GRASS COVER HA BE=,RED 14"R BY CONSTRUCTION SHALL BE ADEQUATELY BL CK SODDED OR HYDROMULCHED AND WATERED UNTIL G WTH IS ESTABL' 04 (SHED. IN DEVELOPED AREAS WHERE GRASS ISI RESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SH LL BE SEEDED. DMSIONS IDR SODDED WITHIN 14 CALENDAR DAYS OF LA DISTURBANCE. AP ROVED fOSI N CONTROL MEASURES MUST BE INSTALLED DU ZING THE �NTIR TIME THAT EARTH HAS BEEN BARED BY G VE STRUCTION EiATIVE iGRO D SHALL STAY IN PLACE UNTIL ACCEPTABLE HIS ESTABLISHED AFTER CONSTRUCTION IS C PLEfE AND TH N REMOVED BY CONTRACTOR. Au EROSION CONTROL MEASURES SHOULD BE CLEANED OF SI AFTER EVERY RAIN- ST. � MPLIANCE i JUN 2 2 2009 (VOTEco TYPE HALL 40' APAR-i D.C..;. UTTER DISTANCE : "G- EXPANSION JOINTS IN CURB & BE SPACED AT A MAXIMUM DISTANCE OF AND AT ALL RADIUS POINTS, P-T.'S AND TYPE -B" CONTRACTION JOINTS IN CURB & SHALL BE SPACED AT A MAXIMUM OF 10' APART. "A 'I 24' TX Firm r-1443 14"R 6" 15" �) Ql #4 BARS 3/4" X 118" EXPANSION SMOOTH DOWELS i ICAL 511 UNFVERS17Y 3" 1" 1/4"R5 12" T'" I 3" 7- 3- 3" 3" 2- 2" 3" COMBINED C I 04 COLLEGE STATION' QUT= SECTION PLAN & DESIGN SP ECIALISTS IN CML ENGINEERING HYDROLOGY - UTILITIES HYDRAULICS - STREETS STl-Ol IFA]ELL Ivsk MORGAN "A 'I TX Firm r-1443 T.979.26 ,.6963 F.979.260.3564 511 UNFVERS17Y RIVE EAST SUITE 04 COLLEGE STATION' TX 77840 PLAN & DESIGN SP ECIALISTS IN CML ENGINEERING HYDROLOGY - UTILITIES HYDRAULICS - STREETS SITE PLANS - SU DMSIONS www.mitclyellandnioroan.com OF 'r ................% VERONICA J.9'MORGAN .................... ., 776 �il�� l/ f �9FGIST PCO; U I i almmm 0) N >' � Aa] Li -003 'O ZCD c3Y ',..... a� a) a clZ 0 i` L° C Q O V rn c .0 II a� ry O 'V J �Z I� rter^^ I� v, W V W �I O ,o II ORIGINAL GROUND IN FUTURE STREET AQ SELECT MATERIAL AREA PLACE METAL DETECTOR MATERIAL EXCAVATED FROM THE DITCH, ( WHICH IS FREE OF TAPE AT A MINIMUM OF 24 ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO ( 21 ABOVE TOP OF PIPE INCHES IN THE LARGEST DIMENSION , COMPACTED TO A _>18h. <301n. MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY >36in. ASTM D698 ( STANDARD) AT A MOISTURE CONTENT WITHIN 2'0" OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL 1. V DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF AREAS (ie ... YARDS, PASTURES, EASEMENTS) AND TO A PLUS 4" SELECT MATERIAL MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED WAZ' _ BY ASTM D698 ( STANDARD) AT A MOISTURE CONTENT WITHIN AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED © ( MANUALLY OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. �:. ••�:;' PERIPHERAL LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING CONSOLIDATE © GRANULAR MATERIAL #4 BARS, 6" O.C.E.W. TOP OF CURB TOP SLAB /'1 "STARTER" HOLES °' '� • ' BASE AT OPTIMUM MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE co 6" INTO EXITING INVERT. REWORK MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. MOISTURE) OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4" (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' MANHOLE ADAPTER SEAL, TIED TO WALL AND BASE. MATERIAL AND WHICH, WHEN TESTED BY STANDARD WILL REQUIRE 2 MATS OF OR APPROVED EQUAL UNDISTURBED SOIL LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 REINFORCING STEEL IN THE PIPE O.D. NOTE: DEPTHS GREATER THAN 12' MAXIMUM PLASTICITY INDEX 15 BASE. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 6" MIN./12" MAX. MINIMUM PERCENT PASSING 3/4" SIEVE 100 GROUT THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL REINFORCING STEEL IN THE BASE. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. OPTIONNO. I ON & CONSTRUCTION JOINT 4. AND WILL BE INSTALLED BY O CEMENT STABILIZED SAND C ORIGINAL GROUND OR BOTTOM OF SUB -GRADE IN FUTURE STREET AREA NOTES: 1. FOR BEDDING AND TRENCHING WITHINALL PAVED AREAS PLACE METAL DETECTOR TAPE AT A MINIMUM OF 24" SEE DETAILS FOR OPEN CUT STREETS. ABOVE TOP OF PIPE 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 ' 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. ®SELECT MATERIAL 5. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. © CEMENT STABILIZED SAND 6• DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY 6"-12" THE CONTRACTOR. © (MANUALLY 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING CONSOLIDATE PLACED AT THE END OF EACH WORKING DAY. AT OPTIMUM MOISTURE) 8. SEE "OPEN CUT DETAILS" ST4-00, ST4-01 & ST4-02. 4" •PIPE ��- UNDISTURBED SOIL O.D. BEDDING AND TRENCH FOR DI PIPE 6" MIN./12" MAX. & PVC PIPE WITHIN NON-STRUCTURAL 01TIONNO.2 OR NEW PAVED AREAS_ SELECT MATERIAL o,o.c . •o. MATERIAL EXCAVATED FROM THE DITCH, ( WHICH IS FREE OF b' eo;ob.bo, o.o LARGER ROCKS, LUMPS, CLODS, OR DEBRIS LA (Z) INCHES IN THE LARGEST DIMENSION) COMPACTED TO A o,o•o o MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY 2" MIN. :t " �' '_"f''' ' COMPACTED CEMENT STABILIZED ASTM D698 ( STANDARD) AT A MOISTURE CONTENT WITHIN f'. = SAND, 1-1/2 SACK/CY (PUGMILL OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL PIPE O.D. ONLY) . SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AREAS (ie ... YARDS, PASTURES, EASEMENTS) AND TO A 8 ;; AROUND PIPE. MANUALLY MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED (4* MIN.) - CONSOLIDATE AT OPTIMUM BYASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHINMOISTURE. OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. PIPE O.D. THE TRENCH BOTTOM SHALL BE PE MUST DESIGN TRENCH DETAIL GRADED SO AS TO PROVIDE UNIFORM 8" MIN.l12" MAX. SITE SPECIFIC FOR HDPE PIPE. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. BEDDING AND TRENCH FOR REINFORCED CONCRETE PIPE D3-02 NOTES: A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS 1. SHALL BE USED AT EACH MANHOLE,IN NEW OR EXISTING RIGHT -0F -WAY. USE.ADEKA SEALANT OR APPROVED EQUAL 2. BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEUONE SECTION. MANHOLE BASE THICKNESS AND FOUNDATION 3. AS FOLLOWS: MANHOLE DEPTH (FT) BASE THICKNESS 0-12 8" 12 AND OVER 12" VARIES VARIES VARIES (SEE TABLE) PLUG -� 9" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT 98 % STANDARD PROCTOR -ASTM D 698 LANDSCAPE AREA 90 % STANDARD PROCTOR - ASTM D 698 MANHOLE DIA. MAIN S IZE 4 FT <18in. 5 FT _>18h. <301n. 6 F >36in. 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT -0F -WAY 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE SEE NOTE 7. THE BASE FLOOD ELEVATION OR A BOLT DOWN WATERTIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED. WARM WARNING SIGN ONLY TO BE PLACED WHERE 7• SEWER CROSSES OPEN FIELDS. SEWER SIGN MANHOLE SIGN ( SEE DETAIL S3-05) STD. DUCTILE IRON MANHOLE COVER T MIN. AND FRAME (30" DIA. OPENING) OR EQUAL 12" MAX SEE NOTE 1 SEE NOTE 1. PRECAST REINFORCED GLASS "A" CONC. CONC. MANHOLE SECT. 2'$" o .° 3000 PSI IN 28 DAYS ASTM DES. C-478 8' GREEN, HEAVY N DU, BACK FILL AROUND MH SHALL 3N1 -A WING CHANNEL POST BE AS PER NOTE 4. VARIES ` 5"MIN. RUBBER -GASKET JOINTS • (SEE TABLE) W/ MORTAR SEALANT ='.........INSIDE AT ALL JOINTS INVERT = 314 DIAMETER OF PIPE 9" ? 6" MIN. UP TO 24". 24" AND LARGER PLUG CA1lf I • �= ;:- • �= SHALL BE FULL DEPTH INVERTS. -•�, 13' SPDIUS /// �.l `% �/,rTi'r '":� ' ' 24" ALL AREAS WHERE EXISTING VEGETATI JN AND GRASS COVER HAVE BEEN BARED ( SEE NOTE 3) 2'0" f t .•�/ r // fr f f �. � 1. V DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF 2,0' PLUS 4" REMOVE INVERT AS REQUIRED EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. 1/TT�',�� J'` WARP PAVEMENT SURFACE TO THROAT OF INLET SEE D2-04 _ �: .;fir_ •1'-0" AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BELOW PROPOSED BACK OF PVC WYE WITH �:. ••�:;' PERIPHERAL LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING -- Swivel nut - C38-66-2-875 -1-1/2" #4 BARS, 6" O.C.E.W. TOP OF CURB TOP SLAB /'1 "STARTER" HOLES °' '� • ' BASE WATERSTOP-PIPECONX Meter adapter- BBIM 66 -1-1/2" co 6" INTO EXITING INVERT. REWORK MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. #4 BARS, 8" O.C.E.W. WATERSTOP-PIPECONX #4 BARS BENT @ 90° AND (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' MANHOLE ADAPTER SEAL, TIED TO WALL AND BASE. 2. METAL T POST PAINTED GREEN. WILL REQUIRE 2 MATS OF OR APPROVED EQUAL i94 BARS, 8" O.C.E.W. ALL MATERIAL SHALL BE ASTM REINFORCING STEEL IN THE (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' 3. WATERSTOP SHALL. BE INSTALLED IN STRICT ACCORDANCE WITH BASE. NON -SHRINK WILL REQUIRE 2 MATS OF `_ GROUT 01* N'O Tm REINFORCING STEEL IN THE BASE. CAST INPLACE MANHOLE ON & CONSTRUCTION JOINT 4. AND WILL BE INSTALLED BY 4. CONCRETE SHALL BE 3,000 P.S.I. m CONCRETE 1,-0" PACED I, Cyril gNHO STANDARD MANHOLE S1-02 CONCRETE CURB LINE WHEN GUTTER I F RECESSED INLET 6" EYP. 6" TYP. r 6" 4" PVC EXTENSION NOTES: 13' SPDIUS /// �.l `% �/,rTi'r '":� ' W/PVC CAP 24" ALL AREAS WHERE EXISTING VEGETATI JN AND GRASS COVER HAVE BEEN BARED ( SEE NOTE 3) PIPE O.D. f t .•�/ r // fr f f �. � 1. V DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF 2,0' PLUS 4" REMOVE INVERT AS REQUIRED EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. 1/TT�',�� J'` WARP PAVEMENT SURFACE TO THROAT OF INLET SEE D2-04 _ AND NEW INVERT FOR NEW AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BELOW PROPOSED BACK OF PVC WYE WITH PL" VjL YY PERIPHERAL LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING -- Swivel nut - C38-66-2-875 -1-1/2" #4 BARS, 6" O.C.E.W. TOP OF CURB TOP SLAB /'1 "STARTER" HOLES HAVE SMOOTH TRANSITION THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. ( Meter adapter- BBIM 66 -1-1/2" co 6" INTO EXITING INVERT. REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. Ball valve r 1 vT n.zi (SEE NOTE 1.) EXISTING INVERT AS REQUIRED. 2" OF DOWEL AND HAVE STOP SO END i 2. METAL T POST PAINTED GREEN. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF EXTENSION ALL MATERIAL SHALL BE ASTM OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. NORMAL GUTTER LINE 3. WATERSTOP SHALL. BE INSTALLED IN STRICT ACCORDANCE WITH OPENING CREATION DETAIL NON -SHRINK MANUFACTURERS REQUIREMENTS. `_ GROUT 01* N'O Tm A INVERT SHAPING q A 6" #4 BARS 12" O.C.E.W. ON & CONSTRUCTION JOINT 4. AND WILL BE INSTALLED BY 4. CONCRETE SHALL BE 3,000 P.S.I. m CONCRETE 1,-0" PACED SYNKO-FLEX PREFORMED Z)c3Y �T6u BLOCK BE PLASTIC ADHESIVE DIAM o p` U SINGLE RECESSED CURB INLET & CURB. INLET W/EXTENSION LONG) #Ki REBARMB WATERSTOP, OR APPROVED VARIES 1'-0" FDI -00 R -O -W OR EDGE OF EASEMENT DDE EMBEDDED AND EQUAL. ( SEE NOTE 3) 2" CLR. NON -SHRINK 3.5 MAX. EPDXYED INTO MANHO WALL 3". ( SEE NOTE 2) 1 WATERSTOP - PIPECONX (TMP GROUT NEW INVERT PVC ( SEE NOTE 3) 1 PIPE O.D. MANHOLE ADAPTER M SEAL, OR APPROVED PIPE O. . �- •' B 1 PLUS 18" EQUAL. (2 REQ'D) PLUS 18" WATERSTOP-PIPECONX CONNECTION DETAIL SECTION VIEW MANHOLE ADAPTER SEAL, [� MANHOLE CONNECTION DETAIL 6.1 OR APPROVED EQUAL (2 REQ'D) B STANDARD MANHOLE TT -IN 1 CONNECTION DETAIL SECTION VIEW B.2 S1-03 CONCRETE CURB LINE WHEN GUTTER I F RECESSED INLET 6" EYP. 6" TYP. r 6" # 4 BARS, 18" O.C.E.W. DOW9 5 BARS, 16" LG., (8" INTO EXIST. PVMT) , @ 18" O.C. EXISTING CONCRETE �{ 6" {� STREET 28 -DAY CONCRETE STRENGTH 3500 psi COMPACTED CEMENT STABILIZED SAND SAW CUT 6" SEE BEDDING DETAIL FOR UNDISTURBED SOIL t� APPROPRIATE PIPE TYPE VARIES OPEN CUT CONCRETE STREET ST4-02 4" PVC EXTENSION NOTES: 13' SPDIUS /// �.l `% �/,rTi'r '":� ' W/PVC CAP 24" ALL AREAS WHERE EXISTING VEGETATI JN AND GRASS COVER HAVE BEEN BARED ( SEE NOTE 3) 6" '• f t .•�/ r // fr f f �. � / r ., :f -NORMALE%(ACE OF FACE CURB 2,0' AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE ® 1. ELEVATION IS LESS THAN Z-7" 1/TT�',�� J'` WARP PAVEMENT SURFACE TO THROAT OF INLET SEE D2-04 SEE D1-05 Meter box valve: SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE BELOW PROPOSED BACK OF PVC WYE WITH PL" VjL YY ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL 28 -DAY CONCRETE STRENGTH = 3000 psi CURB, MIN. SLAB ELEV. MUST -- Swivel nut - C38-66-2-875 -1-1/2" #4 BARS, 6" O.C.E.W. TOP OF CURB TOP SLAB /'1 STD. CAST IRON MANHOLE COVER AND FRAME BE SET TO ALLOW SANITARY ( SEE NOTE 3) ( Meter adapter- BBIM 66 -1-1/2" SECTIONA A 6" I it z Ball valve r 1 vT n.zi MARK EACH SERVICE END WITH O COVER 2" OF DOWEL AND HAVE STOP SO END i 2. METAL T POST PAINTED GREEN. F EXTENSION ALL MATERIAL SHALL BE ASTM z3F NORMAL GUTTER LINE 3. D3034 SDR26 W/ GASKETS g O `_ DEPRESSED GUTTER LINE 01* N'O Tm A CLEAN OUT IS REQUIRED INVERT SHAPING q A 6" #4 BARS 12" O.C.E.W. ON & CONSTRUCTION JOINT 4. AND WILL BE INSTALLED BY CONCRETE FILL PACED THE PLUMBER AT THE ROW Z)c3Y �T6u SIDE WALLS & BOTTOM SLAB BE FOR EACH SERVICE. ELEVATION o p` U SINGLE RECESSED CURB INLET & CURB. INLET W/EXTENSION (TYPICAL) SEE NOTE 4 PLAN FDI -00 # 4 BARS, 18" O.C.E.W. DOW9 5 BARS, 16" LG., (8" INTO EXIST. PVMT) , @ 18" O.C. EXISTING CONCRETE �{ 6" {� STREET 28 -DAY CONCRETE STRENGTH 3500 psi COMPACTED CEMENT STABILIZED SAND SAW CUT 6" SEE BEDDING DETAIL FOR UNDISTURBED SOIL t� APPROPRIATE PIPE TYPE VARIES OPEN CUT CONCRETE STREET ST4-02 STD. 45* BEND STACK VARIES IN HEIGHT STD. 45° BEND SEE NOTE 4 TEE WYE SERVICE FITTING ( SEWER WYE AND 1/8 BEND) DEEP CONNECTIONPROFIT,F R -O -W OR EDGE OF EASEMENT Lr VARIES 3.5' MAX. - ( SEE NOTE 1) PVC ( SEE NOTE 3) ( MIN. 1% SLOPE) TEE WYE SERVICE _ V--,)* - FITTING ( SEWER TEE) STANDARD CONNECTIONPROFILE SANITARY SEWER SERVICE CONNECTION S2-00 NOTES: 0 Service saddle, SS straps, CC threads - installed per manufacturers recommendations. All main types: Smith Blair 317 CO2 Corporation Stop: Ford FB 1000.4-Q -1" Q3 Service tubing: Type K copper - soft -1" ® Ford male adapter - C84A4-Q -1" QMeter box valve: 5 = Ford Angle Stop - BA-13A44W -1" 5A = Ford Straight Stop - B114UW -1" © Meter nipple - C38A4-2-625 -1" ® Ball valve MACHINED BEARING SURFACE 2-1/4" 1-3/8" 314" 3/16" 7116" 1 r 24"7/16" f- 1 2-114 2" 21"-=� 24" VIEWA A COVER SECTION PICK HOLE DETAIL (� 314" DIA HOLES FOR RE -ROD 5" G 4� .� F gR 9 OF COLLEGE ST9 (2) 3/4" 0 y CROSS SMYON 1/2" FLAT FACED GOTHIC WAPPROPRIATE CITY TITLE ORM S�� ORM gf;� A DONT CITY OF BRYAN COVER FACE COVER FACE POLLUTE >� DRAI NO RIVERS SURA RERS (� LARGE MOUTH BASS LOGO pu 3/4" FLAT FACED GOTHIC (2) PLACES 1342-A ,1 DONT CITYOFCOLLEGESTATION A ry POLLUTE >J DRAINS TO NO BASURA RIVERS 112"COVER BACK w/APAP FLAT FACED GOTHIC PROPRIATE CITY TITLE MANHOLE RING �D COVER TROUT LOGO D2-04 PLATE D 1-05 4" PVC EXTENSION NOTES: NOTE: W/PVC CAP Service saddle, SS straps, CC threads - installed per manufacturer's recommendations. All main types: Smith Blab 317 ALL AREAS WHERE EXISTING VEGETATI JN AND GRASS COVER HAVE BEEN BARED ( SEE NOTE 3) Corporation Stop: Ford FB 1000-6-Q -1-1/2" WHERE DOUBLE WYE SERV'CE 0 2,0' AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE ® 1. ELEVATION IS LESS THAN Z-7" GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE �5 Meter box valve: SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE BELOW PROPOSED BACK OF PVC WYE WITH 2" ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL 5A =Ford Straight Stop -.811-666W-1-112" CURB, MIN. SLAB ELEV. MUST PVC CAP Swivel nut - C38-66-2-875 -1-1/2" a BE SET TO ALLOW SANITARY ( SEE NOTE 3) ® Meter adapter- BBIM 66 -1-1/2" SEWER SERVICE. I it z Ball valve r 1 vT n.zi MARK EACH SERVICE END WITH O COVER 2" OF DOWEL AND HAVE STOP SO END 2. METAL T POST PAINTED GREEN. F C P IS 1" FROM END OF BAR. ALL MATERIAL SHALL BE ASTM z3F 1 3. D3034 SDR26 W/ GASKETS g O 01* N'O Tm A CLEAN OUT IS REQUIRED S ON & CONSTRUCTION JOINT 4. AND WILL BE INSTALLED BY PACED THE PLUMBER AT THE ROW Z)c3Y �T6u BE FOR EACH SERVICE. & ON ALL HORIZONTAL & VERTICAL CURVES o p` U (TYPICAL) SEE NOTE 4 PLAN R -O -W OR EDGE OF EASEMENT VARIES 3.5 MAX. 1 ( SEE NOTE 1) PVC ( SEE NOTE 3) (MIN- 1% SLOPE) STD. 45* BEND STACK VARIES IN HEIGHT STD. 45° BEND SEE NOTE 4 TEE WYE SERVICE FITTING ( SEWER WYE AND 1/8 BEND) DEEP CONNECTIONPROFIT,F R -O -W OR EDGE OF EASEMENT Lr VARIES 3.5' MAX. - ( SEE NOTE 1) PVC ( SEE NOTE 3) ( MIN. 1% SLOPE) TEE WYE SERVICE _ V--,)* - FITTING ( SEWER TEE) STANDARD CONNECTIONPROFILE SANITARY SEWER SERVICE CONNECTION S2-00 NOTES: 0 Service saddle, SS straps, CC threads - installed per manufacturers recommendations. All main types: Smith Blair 317 CO2 Corporation Stop: Ford FB 1000.4-Q -1" Q3 Service tubing: Type K copper - soft -1" ® Ford male adapter - C84A4-Q -1" QMeter box valve: 5 = Ford Angle Stop - BA-13A44W -1" 5A = Ford Straight Stop - B114UW -1" © Meter nipple - C38A4-2-625 -1" ® Ball valve MACHINED BEARING SURFACE 2-1/4" 1-3/8" 314" 3/16" 7116" 1 r 24"7/16" f- 1 2-114 2" 21"-=� 24" VIEWA A COVER SECTION PICK HOLE DETAIL (� 314" DIA HOLES FOR RE -ROD 5" G 4� .� F gR 9 OF COLLEGE ST9 (2) 3/4" 0 y CROSS SMYON 1/2" FLAT FACED GOTHIC WAPPROPRIATE CITY TITLE ORM S�� ORM gf;� A DONT CITY OF BRYAN COVER FACE COVER FACE POLLUTE >� DRAI NO RIVERS SURA RERS (� LARGE MOUTH BASS LOGO pu 3/4" FLAT FACED GOTHIC (2) PLACES 1342-A ,1 DONT CITYOFCOLLEGESTATION A ry POLLUTE >J DRAINS TO NO BASURA RIVERS 112"COVER BACK w/APAP FLAT FACED GOTHIC PROPRIATE CITY TITLE MANHOLE RING �D COVER TROUT LOGO D2-04 PLATE D 1-05 STRAIGHT OR ANGLE TAP - II W5-01 METER BOX OR STANDARD CLEAN-OUT BOOT � 6' CLEAN OUT STACK DIP OR PVC FOR EARTH, SEE BEDDING AND TRENCH DETAIL �\ � 2"CUSHION REQUIRED CEMENT STABILIZED FOR ROCK, CONCRETE SAND AS SHOWN. e NOT LESS THAN 3" 45° BEND STANDARD CLEAN OUT FOR MAIN LINE AU SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, ( WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION) , COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 ( STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4°h OF OPTIMUM UNDER NONSTRUCTURAL AREAS (ie YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 ( STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 3/4 SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL STRAIGHT OR .ANGLE TAP - 1-1/211 •jW-5-02 GENERAL NOTES: JSION NOTES: Q1 Service saddle, SS straps, CC threads - installed per manufacturer's recommendations. All main types: Smith Blab 317 ALL AREAS WHERE EXISTING VEGETATI JN AND GRASS COVER HAVE BEEN BARED CO2 Corporation Stop: Ford FB 1000-6-Q -1-1/2" BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED 0 Service tubing: Type K copper - soft -1-112" AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE ® Ford male adapter- C84 -66-Q -1-1/2'' GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE �5 Meter box valve: SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE 5 =ford Angle_Stopp -BA-11-666W-1-112" 2" ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL 5A =Ford Straight Stop -.811-666W-1-112" © Swivel nut - C38-66-2-875 -1-1/2" O7 Brass all thread I.P.S.-1-1/2" N ® Meter adapter- BBIM 66 -1-1/2" Meter box and lid: Old Casale meter box, Cl lid with Reader #65 CUSTOMER VALVE 10 Ball valve r 1 vT STRAIGHT OR ANGLE TAP - II W5-01 METER BOX OR STANDARD CLEAN-OUT BOOT � 6' CLEAN OUT STACK DIP OR PVC FOR EARTH, SEE BEDDING AND TRENCH DETAIL �\ � 2"CUSHION REQUIRED CEMENT STABILIZED FOR ROCK, CONCRETE SAND AS SHOWN. e NOT LESS THAN 3" 45° BEND STANDARD CLEAN OUT FOR MAIN LINE AU SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, ( WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION) , COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 ( STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4°h OF OPTIMUM UNDER NONSTRUCTURAL AREAS (ie YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 ( STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 3/4 SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL STRAIGHT OR .ANGLE TAP - 1-1/211 •jW-5-02 GENERAL NOTES: JSION 2" [51mm] LETTERING STYLE:ST BOOKMAN BOOKMAN OLD SME ALL AREAS WHERE EXISTING VEGETATI JN AND GRASS COVER HAVE BEEN BARED 1W' R 3/4 ( COATED W/HEAVY GREASE) y p V [25mm] DIA BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED ao ] HANDLING HOLE AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE ..I... .... ........�. VERONICA J.8. M RGAT GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE {s (2) PICKBAR SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE = 2" ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL FG/STE��.a�'`l/ �`rs/ONA�� rill 151 MM] STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. 2" [51mm] LETTERING LETTERING STYLE: N", IN VIEW 118PIR SEAL WITH JOINT MATERIAL Q: ` p • . n p , �" 6" MIN. VWAY PLATE DEFORMED TIE BARS # 4 X 18", 18" O.C. 11 11 TYPE D GITUDINAL JOINT f I [)[NAL JOINTS SHALL BE REQUIRED ONLY ON THE �I OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED TX Firm # F 1443 T.979.260.6)963 F.979.260.3564 564 511 UNIVERS17Y D IVE EAST SUITE 20 COLLEGE STATION, 7784( PLAN & DESIGN SPE IALISTS IN CML ENGINEERING * RAUUa HYDROLOGY . UTILm « STREET; SITE PLANS s SUED SIONS PAI JSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4'1 X 18", 12" O.C. 1W' R 3/4 ( COATED W/HEAVY GREASE) ..I... .... ........�. VERONICA J.8. M RGAT 6" MIN. '� : 77689 = UDI G FILLER FG/STE��.a�'`l/ �`rs/ONA�� ^' N 0�2 PLASTIC CAP, INSIDE DIAMETER TO BE rE THAN DIAMETER OF DOWEL BAR. CAP MUST BE 3H O COVER 2" OF DOWEL AND HAVE STOP SO END F C P IS 1" FROM END OF BAR. m TYPE II Gll m 03�� 0 01* N'O Tm S ON & CONSTRUCTION JOINT w.omv PACED AT 40' INTERVALS & ALL RADIUS POINTS, P.C.-S, P.T.-S, & OPPOSITE P.I.-S, Z)c3Y �T6u BE & ON ALL HORIZONTAL & VERTICAL CURVES o p` U SAWED OR FORMED, SEAL i WITH JOINT MATERIAL. LL - SEALING NOT REQ'D IN CURBS. /8" R 1/8" TO 3/16 314" Q 6" MIN. O- � D I # 4 BARS, 18" O.C.E.W. TWE "B11 i CON", TRACTION JOINT RANSVESE JOINTS SHALL BE SPACED 15' CENTER TO CENTER ST3-00 0 is i •� n] DIA NG HOLE 33-114" DIA- [845mm] 2" [51 mm] LETTERING 32-3/16" DIA LETTERING STYLE: [818mm] 1- 9/16" BOOKMAN OLD STYLE 114' [6mm] DIA [40mm] NEOPRENE GASKET (2) PICKBARS [ 14, 7/16" 2" [11mm] [51MM] 2-9/16" E62mm �[8/mm] [65mm] III...------ 3 15/16" IA [862mm] 40-3/4"DIA [1035mm] M MIESECTION 1mm] LETTERING TERING STYLE: iKMAN OLD STYLE MACHINED SURFACE 3-13116 STRUCTURAL BACKFILL AREA INCLUDES BOOKMAN OLD STYLE [96mm] ALL PAVED AREAS ( SIDEWALKS, STREETS, ALLEYS, i_ DRIVEWAYS,AND PARKING AREAS) AND SHALL 32' DIA. EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL ^T[� [813 mm] [16mm] 1-1/2" 1 BACKFILL SHALL BE CEMENT STABILIZED ( OPTION y� I� [38 mm] [62mm] 7/8" \`•� NO' 21N S2-02) OR EXCAVATED SOIL COMPACTED BIC F� 5' _ [22mm] TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 v.,eaza 2-7/8" WITHIN OPTIMUM TO +4% WET OF OPTIMUM �Y I p3 mm] [R44m/m] H.R S ROD G ( OPTION NO.1 IN S2-02) I Jo P & COVER SECTION PIC"AR DETAIL � L.v LO OQ �JO �� PAVEMENT AREAS U iI y`. ca `yam TANDARD MANHOLE BIC RING AND COVER (� ... .. .. BOTTOM VIEW CL O 5 �MON V-1432-3 FCOVER DU (10 S4-01 QCw STRUCTURAL BACKFILL -AREA 4" PVC EXTENSION W/PVC CAP 2.0' Fs -2--0 -1-] S (SEE NOTE 3) 52-03 NOTE: PVC WYE WITH w ORIGINAL GROUND IN 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2W-JE1 OW PROPOSED CK OF CURB, PVC CAP a I� FUTURE STREET AREA MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SIEICE. ( SEE NOTE 3) I w z IL n 2. MARK EACH SERVICE END WITH METAL "r POST PAINTED GREE 3. ALL SERVICE CONNECTIONS WITHIN THE R-0 W SHALL BE ASTM 3034 SDR26 NTHIGASKETS. r_ 2 AQ SELECT MATERIAL 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BEI TALLED WI I 1 THE MAIN LINE CONSTRUCTION. OUT IS D AND BY THE Ll WBERAT ROV I FOR EACH SERVICE. g 13: - O ''' C CEMENT STABILIZED SAND 6. LOT COR ERS SHALL BEMARKEDWITHEA LATH UNDER THE SU ' RVIS ON O A RP S UPON COMPLETION OF A SELECT MATERIAL 14- 0 - CONSTRUCTION.. v w 6"-12" C B 6"-12" - - MANUALLY B MANUALLY CONSOLIDATE - � ( CONSOLIDATE OLIDATE IAN AT OPTIMUM ': P MOISTURE) W MOISTURE) AT OPTIMUM (TYPICAL) �. 4" 4" =T t CONC. CURB & GUTTER SEE NOTE 5 - UNDISTURBED SOIL : '. SIDEWALK SIDEWALK -i r PIPE r PIPE ` UNDISTURBED SOIL O.D. \ PLACE METAL DETECTOR O.D. D IININIA 7 R �L gn MIN./12" MAX. TAPE AT A MINIMUM OF 24" 6" MINJ12" MAX. 1 3.5' MAX. ( ^ ABOVE TOP OF PIPE ( SEE NOTE 1) 3.5 MAX. OR AS DESIGNED V4 kTER LINE ( SEE NOTE 1) I I OPTIONNO. I OPTIONNO.2 1 M 4.4' BURN) NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 1 PVC ( SEE NOTE 3) C CEMENT STABILIZED SAND 10 Q NOTES: 1. FOR BEDDINGAND TRENCHING WITHINALL PAVEDAREAS, SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AW WA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AW WA C150/A21.50. BEDDING AND TRENCH 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5 EACH WORK NG DFAAL.L BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF FOR DI PIPE &PVC PIPE 6. SEE "OPEN CUT DETAILS" ST4-00, ST4-01, & ST4-02. 2A' 2' DESIRABLE 2' PVC 2.0'..__....._......- � ( SEE NOTE 3) STD. 45° PVC BEND TEE WYE SERVICE FITTING TM D3034 SDR26 PIPE ( SEWER WYE AND 1/8° BEND) STD. PVC COUPLING /GASKETS@1.0 'MIN. SEWER LINE ROl'TST1. SEWER SERJ CELINI E CROS S2 02 SING S3 -o0 0 GENERAL REQUIREMENTS SOIL CLASSIFICATION REQUIREMENT FOR PROTECTIVE SYSTEMS OSHA STANDARD 29 CFR PART 1926, SUBPART P shall as per Appendix A to Subpart P, OSHA 29 CFR Part 1926 VERTICAL (90 deg) SUPPORT SHIELD AND OTHER PROTECTIVE SYSTEMS (FOUR OPTIONS) be used for design of trench safe requirements. Should safety � TYPE A SLOPING AND BENCHING SYSTEMS (FOUR OPTIONS) 1 'n accordance ) Designs for timber shoring in trenches set I there be an conflict between this drawing and CFR 1926, Y 9 SUBPART P, the OSHA Standard shall prevail. Type A means cohesive soils with an unconfined compressive 1) A slope of 34 degrees or less, in lieu of soil classification. A slope of this gradation or less is considered With the conditions and requirements determined by using Appendices A and C (timber shoring for trenches) of 29 CFR, Part Protection of employees in excavations against cave-ins 'adequate' strength of 1.5 tsf (144kPa) or greater. Examples of cohesive soils are: clay, silty clay, sandy clay, clay loam and in some safe for any type of soil. 2) Maximum configurations 1926, Subpart P. For aluminum hydraulic shoring, Appendices and against falling rock, soil or material by use of an 6 x 8 allowable slopes and allowable A and D of 29 CFR, Part 1 Subpart P, can be used if stem. An exception bein when the excavation is in stable system. p ' being.when cases, silty clay loam and sand clay loam. Cemented tY aY Y aY for sloping and benching systems will be determined through use manufacturers tabulated data is not available. a i rock or when the excavation is less than 5 feet deep and examination by a competent person provides no evidence that soils such as caliche and hardpan are also P of Appendices A (Soil classification) and B (Sloping and 2 Designs of support ems, shield ems or other protective ) 9 ppo P a cave-in should be expected. Protection from falling rock, considered Type A. However, no soil is Type A if: Benching) of 29CFR Part 1926, Subpart P. systems using manufacturers' tabulated data may be used, deviation soil or material includes scaling to remove loose rock or sail, 1) The soil is fissured; or 3) Designs of sloping or benching shall be selected from, allowed only with specific, written approval of the manufacturer. installation of protective barricades and other equivalent 2) The soil is subject to vibration from heavy and be in accordance with, data provided in written form. The text 3) Designs of support systems, shield systems or other protective protection.' Material or equipment which might fall or roll into an excavation must be kept at least two feet from the edge of traffic, pile driving, or similiar effects; or to identify- Criteria that affect the selection, the limits of systems using other tabulated data may be used provided the data is excavations, or have retaining devices, or be prevented from 3) The soil has been previously disturbed; or use of the data, and sufficient explanatory data as necessary to in writing and includes: Explanatory information to aid the user falling with a combination of both precautions. 4 The soil is art of a sloped, layered em where the ) P P ay � assist in making a correct choice of a protective em. g P � in making o selection, the criteria determining the selection, and Daily inspections of excavations, adjacent areas, and layers di into the excavation on a sloe of four y P P At least one copy of the tabulated data identifying the the limits on the use of the data. At least one copy of the protective systems by a competent person and the removal of horizontal to one vertical (4H:1V) or greater, or Registered Professional Engineer who approved the information information, including the identity of the RPE, is to be kept at the exposed employees 'if evidence of possible cave-ins, failure of PP 5 The material is subject to other factors that would require ) 1 q shall be maintained at the jobsite during the time the work is worksite during construction of the protective system. protective systems, hazardous atmospheres, or other hazardous it to be classified as a less stable material. being carried out 4) Design systems not using any of the three previously cited options conditions until necessary precautions have been taken. TYPE B 4) Excavations can be designed by a Registered Professional must be approved by a Registered Professional Engineer, shall be in A 'competent person' should remain at the worksite continually 1) Cohesive soil with an unconfined compress- Engineer, put in written form and kept at the worksite, but must writing and include the identity of the RPE and details such as sizes, while employees are within an open excavation where protective ive strength greater than 0.5 tsf (48 kPa); or include at least the magnitude and configuration of the slopes � 9 9 types and configurations of the materials to be used. At least one systems are being used. 2) Granular cohesionless soils including: angular gravel determined to be safe for the project and the name of the RPE who copy of the plan is to be at the job site during construction. Removal of or neutralization of surface encumbrances which (similar to crushed rock), silt, silty loam, sandy loam and in approved the plan. According to the new standard, information necessary for the may create a hazard. some cases, silty clay loam and sandy clay loam. 10x10 safe installation, placement, use and removal of any trench Estimate location of underground installations (sewer, 3) Previously disturbed soils except those which 4 1 support system must be available at the work site at all times. telephone, electrical, fuel and other lines; storage tanks, etc.) would otherwise be classed as Type C soil. prior to digging; pinpoint actual locations as estimated locations are approached. 4) Soil that meets the unconfined compressive strength or cementation requirements for Type TABLE OF MAXIMUM ALLOWABLE SLOPES Ramps, runways, ladders or stairs as means of access/egress A� but is fissured or subject to vibration; or must be within 25 feet of an employee work area if a trench is 5) Dry rock that is not stable; or four feet or more deep. 6) Material that is part of a sloped, layered system where the NOTES: Warning systems for mobile equipment including barricades, hand or mechanical signals, or stop logs. Testing and Controls for hazardous atmosphere including emergency rescue equipment and daily inspections for potentially hazardous conditions by a "competent person.' Controls include individually attended lifelines during descent into bell-bottom pier holes or similar excavations. Support systems such as shoring, bracing, or underpinning to ensure the stability of adjacent structures such as buildings, layers dip into the excavation on a slope less steep than four horizontal to one vertical (4H:1V), but only if the material would otherwise be classified as Type B. TYPE C 1) Cohesive soil with an unconfined compressive strength of 0.5 tsf (48kPa) or less; or 2) Granular soils including gravel, sand and loamy sand; or 3) Submerged soil or soil from which water is freely seeping; or 4) Submerged rock that is not stable; or 5)Mt'1' 1 d 1 d 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2. A short-term maximum allowable slope of 1/2H:1V (63 deg.) is allowed in excavations in Type A soil that are 12 feet (3.67m) or less in depth. Short -tern maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). 3. Sloping or benching for excavations greater than 20 feet deep shall be designed by a Registered Professional Engineer. 4. For acceptable slope and benching configurations, see figure B-1 in OSHA Standard 29 CFI Part 1926, Subpart P. walls or sidewalks. a era in a s ope , ayere system where the layers dip into the excavation on a slope of four horizontal to one vertical (4110) or steeper. TIMBER TRENCH SHORING - MINIMUM TIMBER REQUIREMENTS Mixed oak or equiv. w/bending strength not less than 850 psi Douglas fir or equiv. w/bending strength not less than 1500 psi MAXIMUM ALLOWABLE SLOPES (H -V) SOIL OR ROCK TYPE FOR EXCAVATIONS LESS THAN 20 FEET DEEP STABLE ROCK VERTICAL (90 deg) TYPE A 3/4 : 1 (53 deg) TYPE B 1:1 (45 deg) TYPE C 1 1/2 : 1 (34 deg) 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2. A short-term maximum allowable slope of 1/2H:1V (63 deg.) is allowed in excavations in Type A soil that are 12 feet (3.67m) or less in depth. Short -tern maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). 3. Sloping or benching for excavations greater than 20 feet deep shall be designed by a Registered Professional Engineer. 4. For acceptable slope and benching configurations, see figure B-1 in OSHA Standard 29 CFI Part 1926, Subpart P. walls or sidewalks. a era in a s ope , ayere system where the layers dip into the excavation on a slope of four horizontal to one vertical (4110) or steeper. TIMBER TRENCH SHORING - MINIMUM TIMBER REQUIREMENTS Mixed oak or equiv. w/bending strength not less than 850 psi Douglas fir or equiv. w/bending strength not less than 1500 psi Soil Type A Po=25xH+72 psf (2 ft Surcharge) Soil Type B Pa=45xH+72 psf (2 ft Surcharge) Soil Type C Pa=80xH+72 psf (2 ft Surcharge) 4" BEDDING (MIN) SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Of Depth of Cross Braces Cross Braces Wales I Uri hts Trench feet Horizontal Spacing Feet Width of Trench Fee Vert Up to Up t p t Up t p to pacing 1 Feet Sze In Vett paccin in Feet maximum allowable onzon a feet s ac n e onzon a UpTo6 4 X 4 4 x 44 x 6x66x6 4 Not 6 x 8 2 x 6 5 UpTo8 4 x 4 4 x 4t x 6 6 x 6 6 x 6 4 R 'd 8x10 2x8 Up to 10 Up 10104x64x6 4 x 66x66x6 4 8x 8 4 2 x 6 5 Up To 12 4 x 6 4 x 6 6 x 66x66x6 4 8x 8 4 1 2 x 6 4 x 6 UpTo6 4x4 x44x 66x66x6 4 Rrd 5 3x8 10 UpTo8 4 x6 1 x 6P x q6x66x6 4 8x a 4 2 x 6 to i5 Up To 10 6 x 66 x56x 6x86x8 4 8 x 10 4 2 x 6 10x1 Up To 12 6 x 66 x66x 66x86x8 4 1Ox10 4 3x8 8x10 UpTo6 6x66x6 x 6 6 x 8 6 x 8 4 6 x 8 4 1 3x6 15 Up to UpTo8 6x66x6 x 66 x 86 x 81 4 8 x 8 4 1 61 1 20 Up To 10 8x88x8 x 8x 138x1 4 8x1 442 x6 5 Up To 12 8x88x8 x 8x8 x1 4 10x10 See Nate 1 x6 Over 2 4 1 troy (1) Over 2C Over 24 orar 20I See Note (1) Soil Type A Po=25xH+72 psf (2 ft Surcharge) Soil Type B Pa=45xH+72 psf (2 ft Surcharge) Soil Type C Pa=80xH+72 psf (2 ft Surcharge) 4" BEDDING (MIN) SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Of Depth of Cross Braces Cross Braces Wales I Uri hts Trench feet Horizontal Spacing (F ) Vidth of Trench (Feet) Up to Up to Up U12to 1 to Vert Spacing (Feet) Size (In) Vert.maximum pacing Feet s ac n e onzon a nose UpTo6 4 x 6 4 x 65 x66x66x6 5 6 x 8 5 1 2 x 6 5 UpTo8 6 x 6 6 x 66 x66x86x8 5 8x10 5 2 x 6 Up to 10 Up To 10 6x 6 6x66x 16 6x E 6 x 8 5 10x1 5 2 x 6 1 2 x 6 See Note 1 See Note 1 8x 8 4 4 x 6 na UpTo6 UpTo6 6 x 6 6 x 66 x66x86x8 5 8 x 8 5 2 x 6 10 UpTo8 6x86x86x 8 8 x 8 8 x 8 5 10x10 5 2 x 6 Up to 15 Up To 10 8 x 8 a x 88 x88x8800 5 10x1 5 2 x 61 Up To 12 See Note 1 See Note t 8x10 4 4 x 6 4x10 na UpTo6 UpTo6 6 x 8 6 x 80 x88x88x8 5 8 x 10 5 3 x 6 15to UpTo8 8x88x88x 8x x1 5 10x1 5 3 x 6 20 Up To 10 800 8x10 800 8x10 10x10 5 12 x 12 5 3 x 6 Up To 12 See Nate 1 See Note 1 8x12 4 1 121 1 Over 2C Over 24 orar 20I See Note (1) See tote (1) Q V (D) Soil Type A Po=25xH+72 psf (2 ft Surcharge) Soil Type B Pa=45xH+72 psf (2 ft Surcharge) Soil Type C Pa=80xH+72 psf (2 ft Surcharge) 4" BEDDING (MIN) SIM (Aciiw,) AW SPACING OF t 3MM Depth Of Depth of Cross Braces Cross Braces I les Wales Uprights Trench Horizontal spafeet Peen Width of Trench (Feet) Vert. Up to Up 'I o Up Up to Up to spaci19 15% ng size (in) Veit, Spacing Maximum allowable horizontal feet See Note 2 nose UpTo6 UpTo6 6 x 8 6 x 8 6 x88x88x8 5 8x1 5 2 x 6 5 Up to UpTo8 8 x 8 8 x 88 x 88 x 8B x 11 5 10x1 5 2 x 6 10 Up To 10 800 8x10 800 800 1000 5 2 x 1 5 1 2 x 6 4 x6 t x6 t x66x66x6 See Note 1 8x 8 4 4 x 6 na UpTo6 4 x 4 4 x x 6 x 6 6 x 6 UpTo6 8x88x8 8 x 8x88x10 5 10x1 5 2 x 6 10 Up To 8 8x10 8x10 6x10 800 1000 5 12 x 1 5 2 x 6 Up to 15 See Note 1 8x8 4 4 x 6 5 Up To 12 6x66x6 x 610x v 6x6 See Note t 8x10 4 4 x 6 4x10 na UpTo6 6 x 6 6 x 66 x 46x66x6 Up To 6 8 x 1C 8x10 8x10 800 1000 5 12 x 1 5 3 x 6 15 Up to see Note 1 8x8 4 3x 614x12 20 Up To 10 20 See Note 1 8x10 4 1 3 x 61 5 Up To 12 16x66x6 6 x 46.86x8 See Note 1 8x12 4 1 121 1 Over 2C orar 20I See tote (1) Q V (D) Soil Type A Po=25xH+72 psf (2 ft Surcharge) Soil Type B Pa=45xH+72 psf (2 ft Surcharge) Soil Type C Pa=80xH+72 psf (2 ft Surcharge) Piles TRENCH SAFETY NOMENCLATURE GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes at spacings other than indicated are to be determined as specified in J( 1926.652(c), " Design of Protective Systems." 2) When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber planks (e.g., tongue and groove) at least three inches thick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of water and to prevent the loss of backfill material. Close Sheeting refers to the placement of planks side-by-side allowing as Tittle space as possible between them. (3) All spacing indicated is measured center to center. (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of the lowest crossbrace to the bottom of the trench exceeds two and one-half feet, uprights shall be firmly embedded or a mudsill shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbraces. When the vertical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, Place the top crossbrace no more than 2.5 feet below the top of the trench. Maximum Depth Chart Using Typical Water and Sewer Trench Detail (coo flo+flil +tl;c. �k+N 4" BEDDING (MIN) SIZE ACTUAL AND SPACING OF MEMBERS # Depth Of De off Cross Braces Cross Braces I les Uri hts Trench feet Horizontal Spacing (Feet)g Width of Trench Fee Up4 to Up to Up U1 to Up to Verl. Feet Sze in Vett pacin Feet Maximum s 01NO a onzon a spacing Maximum aspacing horizontal feet Close UpTo6 4 x4 4 x4 4 x 44x4 x6 4 Not Rrd 4 x 6 5 UpTo8 4 x 4 x4 x 4 x 6 4 x 6 4 Not R 'd Rid 4 x 8 Up to 1 10 Up To 104x6 x6 x 6x 6 x 6 4 8x 4 4 x 6 5 Up To 12 4 x6 t x6 t x66x66x6 4 8x 8 4 4 x 6 na UpTo6 4 x 4 4 x x 6 x 6 6 x 6 4 Rid �d 1 4x10 10 UpToB 4 x 6 4 x 6 4 x 6 x 6 6 x 61 4 6 x 8 4 4 x 6 Up to 15 Up To 10 6x66x66x 6x66x6 4 8x8 4 4 x 6 5 Up To 12 6x66x6 x 610x v 6x6 4 8x10 4 4 x 6 4x10 na UpTo6 6 x 6 6 x 66 x 46x66x6 4 6 x 8 4 3 x 6 15 Up to UpTo8 6 X 6 15 x 66 x 6x66x6 4 8x8 4 3x 614x12 20 Up To 10 6x66x66x 6x 6 x 81 4 8x10 4 1 3 x 61 5 Up To 12 16x66x6 6 x 46.86x8 4 8x12 4 1 121 1 Over 2C Note (1) See Note (1) Q V (D) Piles TRENCH SAFETY NOMENCLATURE GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes at spacings other than indicated are to be determined as specified in J( 1926.652(c), " Design of Protective Systems." 2) When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber planks (e.g., tongue and groove) at least three inches thick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of water and to prevent the loss of backfill material. Close Sheeting refers to the placement of planks side-by-side allowing as Tittle space as possible between them. (3) All spacing indicated is measured center to center. (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of the lowest crossbrace to the bottom of the trench exceeds two and one-half feet, uprights shall be firmly embedded or a mudsill shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbraces. When the vertical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, Place the top crossbrace no more than 2.5 feet below the top of the trench. Maximum Depth Chart Using Typical Water and Sewer Trench Detail (coo flo+flil +tl;c. �k+N 4" BEDDING (MIN) SUE (ALRUN.) AND SPACM OF MORM - Depth Of De off Cross Braces Cross Braces Wales Wales Uprights Trench feet Horizontal Spacing (Feet) Width of Trench (Feet) Up to Up to Up Upp to Up toSpacing 6 9 12 1 vi Vert (Feet) SSpacingze (in) Vett Feet Maximum aspacing horizontal feet Close UpTo6 UpTo6 4 x 6 4 x 64 x 6 6x 46x6 5 6 x 8 5 3x12 4x12 5 UpTo8 4 x 6 4 x 65 x 6 6 x 6 6 x 6 5 8 x 8 5 3x8 4 x 8 Up to 10 Up To 10 4 x 6 4 x 66 x66x66x8 5 8x10 5 4 x 8 na See Note t 10" 33.5 32.8 na UpTo6 6x86x86x 48x 08x8 UpTo6 6x66x66x 46x86x8 5 8 x 8 5 3 x 6 4x10 10 UpTo8 6 x 8 6 x 8 6 x 8x 8 8 x 8 5 10x1 5 3 x 6 4x10 Up to 15 Up To 10 6 x 8 6 x 8 1 x 88x a X 81 5 0 x 12 5 3x64x10 na See Note 1 19.9 na 20" na Up To 6 8 x 8 8 x 8 8 x E 8x10 Sz10 UpTo6 6 x 8 6 x 8 i x 86x88x8 5 8 x 10 5 4 x 6 15 Up to UpTo8 6 x 8 6 x 8 5 x 88x88x8 5 10x1 5 4x6 20 Up To 10 8 x 8 8 x 81 x 88 x88x8 5 12x1 5 4x6 Q See Note Over 20 Over 2 See Note (1) Q V (D) Piles TRENCH SAFETY NOMENCLATURE GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes at spacings other than indicated are to be determined as specified in J( 1926.652(c), " Design of Protective Systems." 2) When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber planks (e.g., tongue and groove) at least three inches thick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of water and to prevent the loss of backfill material. Close Sheeting refers to the placement of planks side-by-side allowing as Tittle space as possible between them. (3) All spacing indicated is measured center to center. (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of the lowest crossbrace to the bottom of the trench exceeds two and one-half feet, uprights shall be firmly embedded or a mudsill shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbraces. When the vertical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, Place the top crossbrace no more than 2.5 feet below the top of the trench. Maximum Depth Chart Using Typical Water and Sewer Trench Detail (coo flo+flil +tl;c. �k+N 4" BEDDING (MIN) SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Of Water Line Cross Braces D3034 Wales Uprights Trench feet Hori quintal g (Feet) w�ni of Trench (Feet) UP to UP6 to U9 U12to U to Vert Spacing (F) Size (In) Vel Spacing Feet aximum allowable onzon a nc UpTo6 6 x 6 6 x 6 6 x 6 6 x 6 8 x 8 5 18x8 5 3 x 6 5 UpTo8 6 x 6 6 x 6 6 x68x 8x8 5 110.10 5 3 x 6 Up to 10 Up To 10.6 x 6 6 x 68x 88x88x8 5 1002 5 3 x 6 40.7 See Note 1 na 116.7 10" 33.5 32.8 na UpTo6 6x86x86x 48x 08x8 5 1000 5 4 x 6. 10 UpTo8 8x88x8 x 88x88x8 5 1202 5 4 x 6 Up to 15 See Note I na 1611 na na 21.8 na See_Note t na 20.5 19.9 na 20" na Up To 6 8 x 8 8 x 8 8 x E 8x10 Sz10 5 1002 5 4 x 6 15 Up to See Note 1 w ® `rZ` 20 See Note 1 ww m w� See Note 1 Q w v Over 20 See Note (1) 1� Q V (D) Piles TRENCH SAFETY NOMENCLATURE GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes at spacings other than indicated are to be determined as specified in J( 1926.652(c), " Design of Protective Systems." 2) When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber planks (e.g., tongue and groove) at least three inches thick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of water and to prevent the loss of backfill material. Close Sheeting refers to the placement of planks side-by-side allowing as Tittle space as possible between them. (3) All spacing indicated is measured center to center. (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of the lowest crossbrace to the bottom of the trench exceeds two and one-half feet, uprights shall be firmly embedded or a mudsill shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbraces. When the vertical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, Place the top crossbrace no more than 2.5 feet below the top of the trench. Maximum Depth Chart Using Typical Water and Sewer Trench Detail (coo flo+flil +tl;c. �k+N Depth of Bury in feet is measured to the Flowline of the pipe. na = Not Available nc = no pressure class At t RApE olpw, CR Ne�) WqpR fi''-=��•.:.. (Mlp ��}'�� NiRU �. a, "';b 9 tri) s ` 11`7 PIPE \ 0- C, UTILITY CROSSING DETAIL g �lrr) OF Ppl•P'I� NOTE: IF CLEAR. DIST. IS LESS THAN 2', THE 20 k1 OF LORR'�''Cc- ENTIRE LINE MUST BE CONSTRUCTED OF CL 350 O'6 �viPE QIfF� DIP (MANHOLE TO MANHOLE) r,0 6 i JOf Of QIP 5ROIL 55 R COMPACTION IN FINAL BACKFILL ZONE COMPACTION OF ALL FILL SHALL BE AT A MOISTURE CONTENT EQUAL TO OPTIMUM AND UP TO A MAX. 47 ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. COMPACTION IN INRIAL BACKFILL ZONE USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTTVE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A MINIMUM OF 6" OVER PIPE CROWN WHEN USING SMALL MECHANICAL COMPACTORS. INSTALL AND COMPACT IN 6" MAX LAYERS. WORK IN HAUNCH ZONE AROUND PIPE BY HAND TO PROVIDE UNIFORM SUPPORT. INSTALL AND COMPACT IN NON-STRUCTURAL STRUCTURAL AREAS AREAS- EXCAVA1ED 1FMM WIDni Y`:r =c•. _+:s_ if l..... :j c 4" BEDDING (MIN) Sewer Line ks of Water Line Spec. D3034 D2241 C905 C900 SDR 26 26 25 14 Class nc 160 1 165 200 Size O To 47a WET OF Maximum Dept of Bur feet 4" 81.3 76.3 na 219.3 6" 54.5 -51.5 na 152.5 8" 40.7 39.7 na 116.7 10" 33.5 32.8 na 95.8 12" 28.5 28 na 81 14" na 25.7 24.7 na 15" 23.3 na na na 1611 na na 21.8 na 18" na 20.5 19.9 na 20" na na 18.2 na 24" na na 15.9 na Depth of Bury in feet is measured to the Flowline of the pipe. na = Not Available nc = no pressure class At t RApE olpw, CR Ne�) WqpR fi''-=��•.:.. (Mlp ��}'�� NiRU �. a, "';b 9 tri) s ` 11`7 PIPE \ 0- C, UTILITY CROSSING DETAIL g �lrr) OF Ppl•P'I� NOTE: IF CLEAR. DIST. IS LESS THAN 2', THE 20 k1 OF LORR'�''Cc- ENTIRE LINE MUST BE CONSTRUCTED OF CL 350 O'6 �viPE QIfF� DIP (MANHOLE TO MANHOLE) r,0 6 i JOf Of QIP 5ROIL 55 R COMPACTION IN FINAL BACKFILL ZONE COMPACTION OF ALL FILL SHALL BE AT A MOISTURE CONTENT EQUAL TO OPTIMUM AND UP TO A MAX. 47 ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. COMPACTION IN INRIAL BACKFILL ZONE USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTTVE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A MINIMUM OF 6" OVER PIPE CROWN WHEN USING SMALL MECHANICAL COMPACTORS. INSTALL AND COMPACT IN 6" MAX LAYERS. WORK IN HAUNCH ZONE AROUND PIPE BY HAND TO PROVIDE UNIFORM SUPPORT. INSTALL AND COMPACT IN NON-STRUCTURAL STRUCTURAL AREAS AREAS- EXCAVA1ED 1FMM WIDni Y`:r =c•. _+:s_ if l..... :j c 4" BEDDING (MIN) Mix shall contain a minimum of 1-1/2 so ks of S ' waterl mixes shall have a moisture content betwe n 0% =. `.24T"=DEPTH - NON-STRUCTURAL _ acct mixer. The plant shall be equipped th aui proportions IV A OR IV B B. Stamp batch ticket at plant with time f loo and compacted within 4 hours after r ixing PLACING CEMENT STABILIZED SAND: O To 47a WET OF A. Place cement stabilized sand mixture ii 8 -in unless otherwise specified. The moist re co 0% to 2% above optimum. Perform d co " /-----"--•--- 859 MAX. PER ..............:..:: ized, . ASTM DI557 DESCRIPTION: This item shall govern the mixing and plat Iment of cement stabilized sand as a trench backfill material or bedding material. Placement shall be in CIO fomlity with the typical sections shown on the Plans or as described in the Special Provisions. MATERIALS: A. SAND- Clean durable sand meeting g ading requirements for fine aggregates of ASTM C33, and the following requirements: 1. Classified as SW, SP or SM by the nited Soil Classification System of ASTM D2487. 2. Deleterious materials: (a) Clay lumps, ASTM C142; less t n 0.5 er ent. (b) Lightweight pieces, ASTM C1231; ess: than 510 percent (c) Organic impurities, ASTM C40; for no darl I cer than the standard color. (d) Plasticity index of 4 or less wh n tested in i accordance with ASTM D4318. B. CEMENT- Type I Portland Cement conf rming �o A TM C150. C. WATER- Potable water, free of oils, ids, alCalie 55, organic matter or other deleterious substances, meeting requirements of ASTM C94. i REQUIREMENTS FOR DESIGN: Design sand -cement mixture to produce a minimuirn ul c square inch in 48 hours and 100 pounds er squpre in accordance with ASTM D558. All curing sha be in laccol accordance with ASTM D1633. 4" BEDDING (MIN) Mix shall contain a minimum of 1-1/2 so ks of sanitary sewer embedment within 9 feet of waterl mixes shall have a moisture content betwe n 0% MIXING: NON-STRUCTURAL A. Thoroughly mix sand, cement and Ovate acct mixer. The plant shall be equipped th aui proportions IV A OR IV B B. Stamp batch ticket at plant with time f loo and compacted within 4 hours after r ixing PLACING CEMENT STABILIZED SAND: O To 47a WET OF A. Place cement stabilized sand mixture ii 8 -in unless otherwise specified. The moist re co 0% to 2% above optimum. Perform d co 4 hours after mixing at the plant. B. Do 859 MAX. PER not place or compact cement stab ized, FIELD QUALITY CONTROL: ASTM DI557 A. The cement content will be checked or sarnF changes in the mix properties. 0TO4%WET OF B. Mixing plant inspections will be pe ad pei and tested if there is evidence of ige in C. Random samples of delivered product, ill be day of placement in a work area. I pecim and tested for 48-hour compressive rengtl MEASUREMENT AND PAYMENT: No direct payment will be made for cem stabilized sand should be included in the 6" MAX LAYERS. WORK IN LEVEL FINAL GRADE BY HAND. 4" BEDDING (MIN) \--© OR 0 SEE NOTE 1 MATERIAL PER ASTM D2321-89 ;=1445 T.979.260.'6963 STRUCTURAL NON-STRUCTURAL 1r Nwc 85% MAX. PER WHERE THE TRENCH BOTTOM IS UNSTABLE, EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF TYPE "D" MATERIAL. PLACE AND COMPACT TO ACHIEVE 85% MOD. PROCTOR DENSITY. THIS ITEM SHALL CONSTITUTE "EXTRA WORK" AND SHALL BE PAID FOR AS EXCAVATION. *TYPICAL_ _WATER AND SEWER TRENCH DETAIL �• , Iffilk G W TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS. * TRENCH AND EMBEDMENT DETAIL TO BE USED ON PRIVATE UTILITIES ONLY. i CLASS OF CLASS OF MATERIAL COMPACTION REQUIREMENTS MATERIAL PER ASTM D2321-89 ;=1445 T.979.260.'6963 STRUCTURAL NON-STRUCTURAL 95% MAX. PER 85% MAX. PER SUITE 204 COLLEGE STATION, IV A OR IV B ASTM DI557 ® ASTM DI557 CML ENGINEERING * HYDROLOGY * UTIU71 HYDRAULICS * STREETS O TO 47o WET OF O To 47a WET OF www.mitchellandmi)raan.com OPT. MOISTURE OPT. MOISTURE q r 95% MAX. PER 859 MAX. PER © II, 111, OR © ASTM DI557 ® ASTM DI557 0 0TO47.WETOF 0TO4%WET OF o�min i'm OPT. MOISTURE OPT. MOISTURE © CEMENT STABILIZED SAND 95% MAX. PER ASTM D558 ® 95% MAX. PER ASTM D558 0 Vj (SEMS SHEEP) ON 0 TO 2% WET OF 0 TO 2% WET OF - 0- OPT. MOISTURE OPT. MOISTURE 95% MAX. PER 85% MAX. PER QD 1A OR 1B ASTM DI557 0 ASTM DI557 0TO4%WET OF 0TO4%WET OF OPT. MOISTURE OPT. MOISTURE TESTING I ONE TEST PER 200' OF REQUIREMENTS TRENCH PER 2' FILL FINISHED BEDDING TO EIC BELOW OF NOTE 1: NOI-E 2: •I►I+11� onfined compressive strength of 50 pounds per :h in 7 days. All compaction shall be to 95% in lance with ASTM D1632 and tested in per cubic yard for general purposes. Mix for use as 311 contain 2 sacks of cement per cubic yard. All above optimum g to the mix design using a pugmill-type Alc weight controls to ensure correct mix directly after mixing. Material not placed I be rejected. lif s and compact to 95% of ASTM D558, f 'during compaction shall be between Ae compaction of cement stabilized sand mixture within mixture in standing or free water. s obtained in the field whenever there are apparent dically. Material samples will be obtained naterial characteristic. 3ker in the field at point of delivery for each s will be prepared in accordance with ASTM D1632 in accordance with ASTM D1633. and under this item. Payment for cement the applicable utility or structure installation. STRUCTURAL AREAS SEE PAVEMENT SECTION FOR DEPTH. . _ ...... . . - _ -pp �---------- U --- ............ PIPE PER ASTM C-76 CUII ;;IAL ...... _ _ �8 IN PIPE OUTSIDE DIk i8 -MIN i 1Z' 12'MAX ,.%,AI,, RCP STORM DRAIN TRENCH D .NCH NDEMBEDMENT TO BE SUBSIDIARY TO UNIT PRICE OF PIPE. UND NORMAL. 01 I CUMSTANCES THE CONTRACTOR SHALL USE TYPE "B" MATI ERIA L i FOR BEDDING AND IN THE HAUNCH ZONE. ONLY WITH T7IE PERMISSION AND AT THE DIRECTION OF THE ENG( ER SHA L T E CONTRACTOR USE TYPE "D" MATERIAL ASS OWN. BACK' L 0 S- WHEN STRUCURES (MANHOLES, IN , JUNCTION' OXES, ETC.) ARE WITHIN STRUCTURAL AREA (AS DENEI ON THIS SHEET) CEMENT STABILIZED SAND BACKFILIL SH LL BE REQUIRED. USE CLASS III MATERIAL IN AL OTHER' AR S. DETE OR TAPE IS NOT REQUIRED ON DIP OR CMP. Class IA: An ular, Crushed Rock, no fines Cla Is IB: Anular,' Crushed Rock and sand, well graded to' dmize rnigraton of adjacent soils. Little or no fines. ClassII: Coo se Grained Soils, Clean. Native soils from the trencl generally dr�' not meet this requirement. The contractor may se noti�e materials from the trench only after providing soil borato i test demonstrating compliance. Class III: Coarse Grained Soils with Fines. Native soils from the t ench geherall� do not meet this requirement. The contractor may se nativg materials from the trench only after providing SODS 3boratorry tesit demonstrating compliance. Bank un sanc generally meets this requirement Class IV A: Selec Material from the Trench consisting of Fine,- rained oils (inorganic). Inorganic clays of low to meds plasticity, (gravely clays, sandy clays, silty clays, leanlays. is material must have a liquid limit >50 and a PIG ticity In ex >7 and > "A" Line. See specification (AS D2321 19) or details. Class IV -B-.. Selec Material from the Trench consisting of Fine- rained Soils (inorganic). Inorganic clays of medium to high I lasticityjl fat clays, inorganic silts, fine sandy or silty soils, elastic silts Class Organic Soils. Material from the Trench which does iot me e th requirements above. All rocks, lumps, and o e ent ds 'must placin b�'removed from this material prior to the trench. This material is only appropriate for t soil in the non-structural trench. MORGAN TX Firm # F ;=1445 T.979.260.'6963 F.979.260 35644 511 UNIVERSITY D IVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN do DESIGN SPECIALISTS IN CML ENGINEERING * HYDROLOGY * UTIU71 HYDRAULICS * STREETS SITE PLANS * SUB I]VISIONS www.mitchellandmi)raan.com ` so q r VERONICA J.B. M RGAN . 9 , ...............77689 STE 0 o�min i'm ;in M.0 Zc3� O P - O Vj L>_ s i5 v W � Q N - 0- W -� i a) I Q w ® `rZ` V O ww m w� Q w v w 1� Q V (D) CAUTION TAPE 30" T_ 48" 48" 1 FT. MIX. m I N FILL . DIR FSECONDARY 2 FT IMC"POWER POLE I FILL D0/RSTANDOF PRIMARY GROUND PVC FEMAL ADAPTOR LONG SWEEI ELBOW 90* RISER POLE AND TRENCH DETAIL ELECTRIC FACILITIES Remove primary wire and abandon conduit - when new (oop is installed. This work by CSU. - Propose 0, %3/ 4' P V lCll service conduits, Wire by CSU. # P L i IVI'V Existing conductors (ENERGIZED) X56 -10 75 B, -N D / DL!,0 K 06V.01�i 4967 ele 15 ABC oe ee 100 1000, F 9986 13405-05 225 ABC CONSTRUCTION NOTES 1. THEWS DRAWINGS REPRESENT QUANTITY AND TYPE OF MATERIAL TO BE USED EXACT LOCATION OF EXISTING AND NEW FACILITIES SHOULD BE VER IF ED PRI OR TO BEGINNING WORK. THESE FACILITY LOCATIONS ARE NOT o SCALE ON THESE DRAWINGS. 2. BffC.E CO'ISTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE i t — tLLKl%,AL UIVIaluli REPRESENTATIVE FOR EXACT CONDUIT ROUTING AND 0 C", "A !'T, t, S- INS J,LLATIC N INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRIOR P i lb e o n APP F DVAL MAY HAVE TO BE REMOVED & REINSTALLED AT THE OWNER'S (C;d, EX F E 4SE. 3. ALL COND IT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIV I SONE DRE SENTATIVE BEFORE IT IS COVERED, NO EXCEPTIONS. 4. ALL JNDERl: R91 UIND CONDUIT TO BE GRAY SCHEDULE 40 PVC CONDUIT OR E I DUAL, UNLESS OTHERWISE NOTED. 5. CONi'RACTO ? T INSTALL SPARE CONDUIT FOR ALL CONDUCTOR RUNS. 6. AL 4%,ONDU T TO BE INSTALLED BY CONTRACTOR TO CITY SP FICATI NS. i 7. PRIM RY CCNDU,IT TO BE INSTALLED AT A 4' MINIMUM DEPTH BELOW FINiS iED G:'tADE. 1 8. CONI RACTOTO FURNISH RIGID OR IMC CONDUIT (30' PER RISER POLE) CONI kCT C TY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE. IMPR IPEOL) PLACED STUB UPS WILL BE CORRECTED AT THE EXPENSE OF I ECObO14TR CTOR. CSU WILL INSTALL ALL RISER CON -DU -IT. 9. PU L STM N I ALL PRIMARY RUNS SHALL BE TIED AT BOTH ENDS OF 11 (:ONbUl' f. 10. CAP" SHALL BE PLACED AT BOTH ENDS OF CONDUIT. 11. SEC (ED t(T CONDUIT TO BE INSTALLED AT A 30" MINIMUM DEPTH BEL C FINISHED GRADE. �! 12. PRIM1 RY I CCNDUIT SHALL HAVE 12" TO 18" OF DIRT COVER PRIOR TO �F C, I N G� A 6" WIDE "CAUTION" TAPE. FINAL BACKFILLING CAN THEN BE PLACED. 13. SOI'_ AROUI D ALL PAD -MOUNT TRANSFORMERS TO BE MECHANICALLY CO MI "APTED TO NINETY-FIVE PERCENT STANDARD DENSITY WITHIN A TEN FO TAD US OF CONCRETE PAD. 14. COI 11RACT0 1 J LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF (�ONST i, CT ON. I I 15. COS" OFVELING PAD -MOUNT TRANSFORMERS AND JUNCTION BOXES THAI ARE EANING WITHIN TWELVE MONTHS OF INSTALLATION WILL 13E THE RESP04SI6'ILITY OF THE DEVELOPER. THIS ALSO APPLIES TO IN -GROUND PUL BOXE; THAT HAVE SETTLED BELOW GRADE. MAXIMUM ALLOWABLE TILT RA NS TR ISIS -ORM'ERS WILL BE 2 DEGREES IN ANY DIRECTION. 16. PRI I , RYIPI LL �BOXES AND SINGLE-PHASE TRANSFORMER PADS TO BE M k! PROWDED iY HE CITY AND INSTALLED BY THE CONTRACTOR. THREE- PHASE fIRMISFDRMER PADS TO BE BUILT BY CONTRACTOR TO CITY SPE OFIC1,ATI )NS. 17. IF ASEMEI, TS ARE EXISTING CONTRACTOR WILL VERIFY BOUNDRIES PRIOR TO 114STALL kTCN OF CONDUIT. CONDUIT NOT WITHIN EASEMENT BOUNDRIES WI II BE, C RRECTED AT CONTRACTOR'S EXPENSE. 18. CO q RACTOR SHALL BE RESPONSIBLE FOR INSTALLING GROUND RODS � I AT � LL 'TR N S FORMER LOCATIONS, AS WELL AS ANY OTHER NECESSARY 11 ELEq RICAL, F CILITIES. COLLEGE STATION UTILITIES SHALL PROVIDE THtIGROU . I GROUND RODS TO THE CONTRACTOR. Existing = RED `P,roposed Yl-�,,d Demo or Move = GOL® D = Pad Mount Transformer 0000"o kva ph PM000 Primary Pull Box Line Section Number B (Amps M= Fuse 00000_00XX 0 00000 = P 0 ( e Meter Remove primary wire and abandon conduit - when new (oop is installed. This work by CSU. - Propose 0, %3/ 4' P V lCll service conduits, Wire by CSU. # P L i IVI'V Existing conductors (ENERGIZED) X56 -10 75 B, -N D / DL!,0 K 06V.01�i 4967 ele 15 ABC oe ee 100 1000, F 9986 13405-05 225 ABC CONSTRUCTION NOTES 1. THEWS DRAWINGS REPRESENT QUANTITY AND TYPE OF MATERIAL TO BE USED EXACT LOCATION OF EXISTING AND NEW FACILITIES SHOULD BE VER IF ED PRI OR TO BEGINNING WORK. THESE FACILITY LOCATIONS ARE NOT o SCALE ON THESE DRAWINGS. 2. BffC.E CO'ISTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE i t — tLLKl%,AL UIVIaluli REPRESENTATIVE FOR EXACT CONDUIT ROUTING AND 0 C", "A !'T, t, S- INS J,LLATIC N INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRIOR P i lb e o n APP F DVAL MAY HAVE TO BE REMOVED & REINSTALLED AT THE OWNER'S (C;d, EX F E 4SE. 3. ALL COND IT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIV I SONE DRE SENTATIVE BEFORE IT IS COVERED, NO EXCEPTIONS. 4. ALL JNDERl: R91 UIND CONDUIT TO BE GRAY SCHEDULE 40 PVC CONDUIT OR E I DUAL, UNLESS OTHERWISE NOTED. 5. CONi'RACTO ? T INSTALL SPARE CONDUIT FOR ALL CONDUCTOR RUNS. 6. AL 4%,ONDU T TO BE INSTALLED BY CONTRACTOR TO CITY SP FICATI NS. i 7. PRIM RY CCNDU,IT TO BE INSTALLED AT A 4' MINIMUM DEPTH BELOW FINiS iED G:'tADE. 1 8. CONI RACTOTO FURNISH RIGID OR IMC CONDUIT (30' PER RISER POLE) CONI kCT C TY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE. IMPR IPEOL) PLACED STUB UPS WILL BE CORRECTED AT THE EXPENSE OF I ECObO14TR CTOR. CSU WILL INSTALL ALL RISER CON -DU -IT. 9. PU L STM N I ALL PRIMARY RUNS SHALL BE TIED AT BOTH ENDS OF 11 (:ONbUl' f. 10. CAP" SHALL BE PLACED AT BOTH ENDS OF CONDUIT. 11. SEC (ED t(T CONDUIT TO BE INSTALLED AT A 30" MINIMUM DEPTH BEL C FINISHED GRADE. �! 12. PRIM1 RY I CCNDUIT SHALL HAVE 12" TO 18" OF DIRT COVER PRIOR TO �F C, I N G� A 6" WIDE "CAUTION" TAPE. FINAL BACKFILLING CAN THEN BE PLACED. 13. SOI'_ AROUI D ALL PAD -MOUNT TRANSFORMERS TO BE MECHANICALLY CO MI "APTED TO NINETY-FIVE PERCENT STANDARD DENSITY WITHIN A TEN FO TAD US OF CONCRETE PAD. 14. COI 11RACT0 1 J LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF (�ONST i, CT ON. I I 15. COS" OFVELING PAD -MOUNT TRANSFORMERS AND JUNCTION BOXES THAI ARE EANING WITHIN TWELVE MONTHS OF INSTALLATION WILL 13E THE RESP04SI6'ILITY OF THE DEVELOPER. THIS ALSO APPLIES TO IN -GROUND PUL BOXE; THAT HAVE SETTLED BELOW GRADE. MAXIMUM ALLOWABLE TILT RA NS TR ISIS -ORM'ERS WILL BE 2 DEGREES IN ANY DIRECTION. 16. PRI I , RYIPI LL �BOXES AND SINGLE-PHASE TRANSFORMER PADS TO BE M k! PROWDED iY HE CITY AND INSTALLED BY THE CONTRACTOR. THREE- PHASE fIRMISFDRMER PADS TO BE BUILT BY CONTRACTOR TO CITY SPE OFIC1,ATI )NS. 17. IF ASEMEI, TS ARE EXISTING CONTRACTOR WILL VERIFY BOUNDRIES PRIOR TO 114STALL kTCN OF CONDUIT. CONDUIT NOT WITHIN EASEMENT BOUNDRIES WI II BE, C RRECTED AT CONTRACTOR'S EXPENSE. 18. CO q RACTOR SHALL BE RESPONSIBLE FOR INSTALLING GROUND RODS � I AT � LL 'TR N S FORMER LOCATIONS, AS WELL AS ANY OTHER NECESSARY 11 ELEq RICAL, F CILITIES. COLLEGE STATION UTILITIES SHALL PROVIDE THtIGROU . I GROUND RODS TO THE CONTRACTOR. EX. 8" WATER LINE,' 20' F EASEM P PUBUC UTIUTY EASEMENT VOL3663, PG 313 (TO BE ABANDONED) EX 6" SANITARY V DA 071A C%I= n/ AA I 274 PROP. 6" -/,/.sAN'TARY qFWFR 2 -HR FIRE RE1T_ARI1MT_WAM-- 17 _171 1U.6 r. m M. IN", wl R -x. zt�: SAN RL tr _`ul 'ga"n, U M "P . .... .pg - _- 5,W 5 _tnw ..ow, i,;� 71 PROP. 4" ra DOUBLE SERVICE SANI II a 0 1 0 0 1 TA (1" WATER METER -TYP) - fj SEWER \\T Ir ERVICE ,S>, -Q DOUBLE SERVICE DOUBLE SERVICE (TYP) DOUBLE SERVICE --,(l" WATER METER -TYP), 0" WATER METER -TYP) (11" WATER METER -TYP)+ ss \��\Q' S. ,��`9Q`��xS : - �La, Q, o , II( ,: III�s_ss�c - ©.,�-II t )( -o >� � I(i�. II 7 W -I 6" ATERLINE h,l 10* sf PROP. PROP_ 10 PROP. 61", PROP. 6" PVC (DR14 AWWA C-909) OP. �6" PROP. 4" :10, PR UI EASEM., PR UTILITY� EASEM.. SANITARY' SANITARY UTILITY EASEM. SANITARY (SEP. INST) i;. SEWER SEWER SERVICE SEWER PR P. 10': I NST) SANITARY, SEWER' P.ANS SEE BICS DETAIL SHEET FOR 8YBEDMENT SERVIC -SERVICE' UrTnl LI `SERVICE J Ty'P b� (TYP) A , : , / Z : I ... - .- -I. . . - ROP.: 10-+ PROP. -_101 P 48, F/II 264.94 +80. UTY LITY EASEM.1 EASEM Type K Copper Service II EP..INST.) j� (SEP. 'INST.).-j..: 150 Sta. =2+55.81, F/L= 264.09 7 r' 'J /.:: /: Sta. =3+12.35, F/L= 264.85 Sta. =3+62.77. F/L= 265.29 Sta. =4+79.65, F/L= 265.79 =5+30.06, F/L= 265.37 =4+13.19, F/L= 265.73 0 STANDARD FIRE HYDRANT ASSEMB�LY�,*.J.-It 2-1.5" Type K Copper Service Lin 1 2-1.5" Type K Copper Service -717. 2-1.5" Type K Copper Service e 2-1.5" Type K Copper Service Line 2 ... 1.51 Type K Copper Service Line 2-2 - z PROP. 15'�:UI 6+ EASEMENT EP. ,INST.) 64-00 CUT 6_4110 6 -WL 0 1,X I - .6 -WL- _WL G_wL 1 7 6 -WL FWL 2"Pvc P SL ;L 2" PVC 2- 2 VC 212" PVC SL 21,'2'.'JJVC SL 2- 2** P C DOUBLE SERVICE DOUBLE SE IV -VR DOUBLE SERVICE S( Sta. =2+57.76, F/L= 264.11- 1_a !* SERVICE .7-- 0 xo M.J. REDUCER 1 WATE -TYP) T1 - , I WATER METER TYP) 1" WATER METER R METER -TYP) 6" GATE VALVE & BOX D .7 /+ Sta. =6+08.26, F/L= 264.52 31h 6 E-1 nwi WATER METE WATERLINE WITH STANDAR OUBLE SE c4 ;7 D HYDRANT ASSEMBLY 8" PVC (DR14. STRUCTURAL BACKFI AWWA C-909) SEE BICS DETAIL SHEET FOR EMBEDMENT 6 WA TERLINE i 276 245 LINEAR FEET 6" PVC (DR14 - AWWA: C-IIIIi-909) STRUCTURAL BACKFILL SEE BICS DETAIL SHEET FOR EMBEDMENT, 274 WATER 3+50 INE PROFILE r- III rl� C4 04 04 F_ �-EXISTING GRADESFINAL to GRADES FIRE 1 3 Iq LI Deflect ter Line to (a (0 (0 C%j C14 C*4 04 Cq eq in to AL Li LL U- C4 _j LL_ 11 11 11 if IfII _j LL_ LL_ LL LL. HYDRANT ASSEMBI.YQ ,,,, 1+50 20' VERTI CURVE FIRE 272 8 " GATE G1 = 0.867%, = -0.8447. HW4Y D 172.22 ASSEMB -Y VALVE & BOXRb =1 Deflect Water Line Rb--Mfrfm mm--22G- EX ' ELECTRICAL CONDUIT CENTER ONE JOINT OF 80 �I. 20' VERTICAL CURVE G1 = 0.000%. G2 = -3.517% High Pt. Stu. High Pt. II 4+50.31 =265.81 (APPROX. P ROX. LOCATION) WATER LINE Rb =568.64 OVER EX. 6" Rb Minimum=400 270 CAKIFTADV Mid- Pt. Sta. 1+28.43 SEWER U NE Mid Pt. Elev. =268.03 AL__G�DPS Sin- =-4+ 6-993 'GRADES _sI FINAL GRADES F/L= 268.60 F/L= 268.60 ,,-EXIE3TING 4" S.S. SERVICE 4" S.S. SERVICE "0.000%. Sta. =3+38.72, Sta. =4+41.20, Sta. =4+53.33 0.000% QL= 266 .85 F/L= 26 7.69 APPROX ELEV. aj APPROX ELEV. Stu. =5+06.02 6- GATE 268 4" S.S. SERVICE 4" S.S. SERVICE PROP 2-2" ELEC. PROP 2-2- ELEC. F/L= 267.82 VALVE & BOX - CONDUIT CONDUIT 4" S.S. SERV CE S-1 i. =5+ E L= 9137 i .44, 7 Sta. =4+46 2, \ APPROX ELEV. Sta. =4+48.22, SE S.S.ICE PROP 3-4" ELEC. APPROX ELEV. Sta. =6+04.28, 8- GATE CONDUIT -PROP 3-4" ELEC. F/L= 266.55 266 If VALVE & Box Sta. 7* CONDUIT 4" S.S. SERVICE A --2+87.71, -266;0-1- EXISTING GR DES sta. =1+15.75. 4" S.S. SERVICE F/L= 2 54.14 7- EX. 420 RCP STORM 0.867X DRAIN (DRIVATE) ............. 2" �-O 86 EXISTING -S GRADE n fl- r - i' Cd II to to W C: C4 Cq 0 C to ED co co EXISTING z _j 41 0 :9 a Cq 0 C14 GRADE 262 w _>j m zl� 0 :P 0 -cn w - L -L 0 C x 04 Sta. =0+89.51, 0 m 06 F/L= 260.36 C\1 Cd 4) It 0 C'n 0 0) n 0 �? 0) 1110 co Aid C14 EX. 6* SANITARY SEWER 06 co Co III n La- + " + a. w to It < C14 L C; .2- C; CD P, 11 A, 0) W 0 Z LINE (PUBLIC 04 C UNE) C14 00 -0c) C%j 04 C\j z Co C*4 Co V) (0(/) to 0- to EL to to , E i> -1, L >, 5; II d x 04 04 J_ 04 + �t + a- Co -It U) L (0� C I ; to C14 - a) U) I -, 260 >< x LL- Z LL_ z L�L, Z 4 a) C; m m Ld N, LL. z 141 111 0 L Ir m N, w 1: 0 CL Cx 11 CL C 0. 'En (0 CL II L W cc C; w 0 F- w Pz ': R co m - Ld 133 I m z Ld . . .... 0 LL_ 0 0 41 0 17) m u__ 0 CL ui 00 � It ui a! G) --.) to m Iq rw, >LLj to X r- 14 w 0 C LL 0 0 L + QM C14 (F3 M + Ld 0 + co :� 0 + + :2, in 1- to a) 1- C� w to co le 00 �e 00 z 0 b- z C� CJ 04 + Cj 14 +0 cj af + < 04 w + 1`1) T + CL 0; F, o- C5 n Q 1 C 6 Q) C a ti ►X V) 01) 0a 0 0 a [X 04 00%..0 04 _x C� C4 of x C, x ZO co 5D ► 1`0 if) A if it) + + + A to C ri 258 U) co U4) 10 4112 U) 130 -2 in mx oc) c4n' m bo 41 U) V) D=X= 41 1 6 6 if 11 U-) u)I Go CD 41 in c%j U)iC%J 41 in 1 cli d 6 C4 --*%, 01i, �A - ^I III L - AL A U-) i 41 MIMI 4 WATER 3+50 INE PROFILE r- III rl� C4 04 04 F_ in 0 to 06 to 06 (0 1: 17 17 1`11: 01) 00 00 P - II Iq LI Cq C%1 to (a (0 (0 C%j C14 C*4 04 Cq eq in to 11 Li LL U- C4 _j LL_ 11 11 11 if IfII _j LL_ LL_ LL LL. 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CML ENGIN ING RAUIJCS 01 " .1 WATER METER -TYP l2 _ \ e q 8 WATERLINE , o � o I I (" )©V® I SERV SEWCE1 ' HYDROLOGY• LLiIES ° 5iREETS - / :... "..:` '' �ieF`tc" \ .: Q, :. I I , I � I i f: 1 PLANS . SUBDIVISIONS 8 PVC (DR 14 - AWWA C-909) e h. `� `_ :: IJ TYP) SiiE P \ Sta. =0+5.00, /� Sta. =2+43.92, F/L= 264.06 °. \\ DOUBLE SERVICE (. \\ 8"x8" M.J. TEE. / "k -j " S� I . ' ::' >I :. I a DOUBLE SERVICE . (::. I " - - FOR EMBEDMENT \ r n I . _ . (1 WATER METER -T'YP) :. .... I _ \\ 2n 8 MJ GATE VALVE & BOX 8x11.25 M.J. BEND ,S 0 DOUBLE SERVI E I I I » (1 WATER METER TYP) ( www.mitchel andmor an.com •� �\ SEE B/CS DETAIL SHEET q _ 8 F/L=268.12 \ Np 2X (1 WATER METER -TYP) �- _ 6:- `.' �_, _ I• �= 6 WATERLINE I # Y, a \ 2�� : / o \ - i'.�. _._ Q o c �a = s > (�,� SS z-C3�� _-, . s� 1_ T Q1 F m_'_ ^_cs sl s t.gg. < �' _ _ �,5 -I=•� , o-Sa I, . - -3 Firm F-1443 j. C qR s - _ _ _ - I I� �.ol I\ I V. . . d �\ F (CONNECT TO EXISTING 8 WATERLINE) \ \ / 4 - I. \ x I; I , " I PROP: 10', a DF Z6/10 IX v,z- " p ; I .:,/ �, ; �; I I 1 .. ( : .. I - - li I PROP:.6 . �E........-.TF IX. 8 �. \�. "\ _. I . 6 PVC DR 14 AWWA C 909) �. I I UTILITY EASEM.. I v: :-r f/ / o a . . I n , - :I I / PROP::.4: SANITARY '<. 9 WATER / - °` •� �.� o e o I . .. a I . u / .. \ PROP. 6 i • \ e SANITARY b : * :� , c i • • � OP.. 10 OP. 4 i; I PROP.:10 : .:. . m _pl •• -" :` PR I b PR I .. _.r I. ..1, I (SEP. INST.) I I: SEWER UNE o S �. SANITARY UTIUTI(; EASEM.,:... (: '. i PROP. 10 �•: :a / �Z o .. L. f '. I SEE BCS DETAIL SHEET FOR EMBEDMENT sEWER I I '\, : % /:. , � o . A , . UTILITY . EASEM. I. SANITARY: / SERVICE :. , . ... � -�. , % .: � .:: <v L SEWER ` : I:. :. (. _ 1 ' , .. I �.. E / o / S�7 _ -:. _ (.. (SEP..INST.) : ,:I. :SERVICE : LTTY :EASEM.. VERONIC J.B. MORGAN / r \ \� \ / . � �! o �' X , o SEP. ,INST.. I SEWCt I .. 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I / I . .. . �'� .-.J' Sta. -3+12.35, F L- 264.85 / Sta G• --�� / ' �' °, �' ' 'e ). 0 STANDARD FIRE HYDRANT ASSEMBLY _ " T o Se a 2-1.5" Type K Copper Service Line 2-1,5" Type K Copper Service Une - - - z dvc E 2 1.5 Type K C Copper rvic Une , �. �. � tw Sto. =4+79.65, F/L= 265.79 F/L= 265.37 2-1.5" Type K Copper Service Lit . f - L, � - t .. t - .. f / Sta. =0+32.67, F L- 268.12 '�, .!. / , . , - -- - - - -----I f . _ . , ... / - � n • •� / .. �. _ / ,/ /e .. ,, t - :. -: PROP. 15 UTiUTY-\ - _,p N :,5+00 m.. cn 8 x22.5 M.J. BEND \• i / 1 / . t 4 00 w I .I� �,(/t-� �\ o < '�' 3+00 o ti. / 1.EASEMENT : ( E ) : .. , / :7: LL-rn .SFWL LVL N .'... r.WL .: -�'.. \ p i.. s PROP. 15 = _ \ /o / va :. ® I .. >.Po j :: � Sta. 1 +05.41, F/L 268.12 i \ / � _ o%. ... �- ":r. :>rrFe t J : � \ I �[ \ � - � m / , UTILITY EASEMENT a ; �/ \. - o : �c _ _ --_- \ / ^ t. ! t� 2 2" - •' V SL 2 2•' PVC SL ' 2 :2•.• VC SL 2- 2'• P C L '� y _- -- Q �' '0 \ 8x22.5 M.J. BEND :,.,- �,� o : �._'; _,:;;;,:=::;'• _::..i P 5 -_ Z_ Z PVC SL - 2 VC' L z PVC z z c y- _.. r- _- _ _ -- --- - DOUBLE SERVICE DOUBtF SERVICE Z) W C 0) J / \ `� (SEP. INST.) }T // \- o s \;r; °----I----- _ C =T pvc- - ---F _ z _ a n I - �� c - / �/ \ i- - - :o ' . -_ 1 LY i-4^ N DOUBLE SERVICE a ve „,,� (1 WATER METER TYP) ! 1 WATER METER TYP) I - // 3 / ' '.. ::'-' or f Sta. =2+57.76, F/L= 264.11�- - -) - \ 4 '3/ �� :- -:'� .. ;_ _.. - �, n a :.:: L1 1" WATER METER -TYP L-- t--- w'm a °U) ' / - - ! - > REDUCER - - - \ ✓ 8x6 M.J. _..... :r,:. -•.::.. ,_,;_,.....: ; Sta. 6+08 26 F L 264.52 \ .� - - 'r,;.,' is o 06.92 F L 268.12 - - Sta. 1 + \ o w J� sr y :.r,_:....... _........ _.:..:............. / o J o Wit. ; :-1`•:: •, E--�/ D D �. n:, '..,, OX -' .., NE WITH STAN AR a V LVE & B -�; WATERLINE GATE A . - ��.�'. �s:;';• END 6 \ J a.. ,: 6 ... , ti R � - r \ O BEND - 1 - 0 .25 M.J. - OL58 9 8x11s s EASEMENT V �' ' 1} .�. 'r: 2 ! +.f 'r' � '1 i- J - S e �`p :,..c ..�.. , -e� "F-,,<: ROP :Cj' NT ASSEMBLY R HYDRA 70 71 t , ROP. - Fl E / E VICE A S R , : .. .. _ ... � DOUBLE \ , ,,. .. r_ , . , ... _._..., O 0 PR R. 1. , L . ENI:' ° "` / z t,1 .L �, EAS - - r _. /. u EM -"" •�t:1TItIN �EASEM:;� UTI TY.- . .- �.... ,.....,. _... a ...J.:. .... - - - - '� ._,_ SEM. - :.:I, _:t.� � fi ) \ urILITr ..� ••r s / ,L ER ;-.f::- LITY ::EAS _ !'- MET - �UTt :IL::'+ - - 1 WATER - - / e T1 r.EASllul:-: ( t Y __ . _ _. _. _.._.. . ¢ INST: z . ST i ) r 1. .t r - j 1. t ..•_ „5 : \ SEP. IN, -. ST - - .r. = _ _ (-5..._.. '.i e 1 f ....,. .0 .... ..:....., _ .. .. _.c .l ... :p. ,.L C TY /..:. I :r PUBLIC UT1U _. , NAGE .,.,.. c,F... \ DRAI �.: - 20 R t . J r :.7 �:; - \ ). F 3 i - a - f /..k AM 7 - _ s -,' _ .. b moi:: - EASEMENT " . ,.:..,: SEM N ,.. - _ „_ ... - :.. ... , , r i ••-•: \ / ,I { 3663 P G 31 1 , VOL r _.. 0 79 P G 2 2 \ VOL57 .,; . r O 1 t_ r t x - r t: , a :,; ;. L.. 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K Copper Service Line . f - L, � - t .. t - .. f / Sta. =0+32.67, F L- 268.12 '�, .!. / , . , - -- - - - -----I f . _ . , ... / - � n • •� / .. �. _ / ,/ /e .. ,, t - :. -: PROP. 15 UTiUTY-\ - _,p N :,5+00 m.. cn 8 x22.5 M.J. BEND \• i / 1 / . t 4 00 w I .I� �,(/t-� �\ o < '�' 3+00 o ti. / 1.EASEMENT : ( E ) : .. , / :7: LL-rn .SFWL LVL N .'... r.WL .: -�'.. \ p i.. s PROP. 15 = _ \ /o / va :. ® I .. >.Po j :: � Sta. 1 +05.41, F/L 268.12 i \ / � _ o%. ... �- ":r. :>rrFe t J : � \ I �[ \ � - � m / , UTILITY EASEMENT a ; �/ \. - o : �c _ _ --_- \ / ^ t. ! t� 2 2" - •' V SL 2 2•' PVC SL ' 2 :2•.• VC SL 2- 2'• P C L '� y _- -- Q �' '0 \ 8x22.5 M.J. BEND :,.,- �,� o : �._'; _,:;;;,:=::;'• _::..i P 5 -_ Z_ Z PVC SL - 2 VC' L z PVC z z c y- _.. r- _- _ _ -- --- - DOUBLE SERVICE DOUBtF SERVICE Z) W C 0) J / \ `� (SEP. 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Cz / ) - V ER - SEW \ .. !_ - / N t_, I� ::1, _. /1 J "v1 I - / �V _11 1, a \ / / `F N` . .. y� / /�---� \ \� \ I�ARDARDAt-W \\ �' \ / % / - G /,Zi - \ \ \ 2 6 R,DIR - i FIRE U ^-. 1276 274 272 270 268 268 264 282 260 :ii' :iall; t%r'C,/;- i_- ^>K 2,'•t•,.15'' <y;�rQ �` 't Incl) r 1 , tt ! ryA C\ \ \ / i 1 yl / PARTIAL SITE PLAN 268 PARTIAL Sl -PLAN � I e X 'gS N Sta. =0+89.51, N N -It N 't O O O &i - Lp '- N •- r-- O_ O O � Z F/L= 260.36 - m °- L>D 0 d- It d¢ d Z ui m a) d a m ._ m M r a 00 a- a- L� D to LD tD E- tD td to to to + e + a- N Ui N Co 00 EX. 6 SANITARY SEWER m m + + n• N N N Z N N m N N d m d L Id J L- N N N CD _ ¢ II 11 co 11 m 11 m w z LINE (PUBLIC UNE) II II 11 9 x tv 11 m 11 n C a- a II II 11 I) II ao jz J JD �a:m �a Ja -j 0. o o, ov a o J 1-n J J J 0 'ED 'o LL W LL- LL > W \ O O Ll- O .Y m 6 C Lz 0 ^ 0 Z a 0) O C D = LL U LL LL r tU N m (n W U U I X LL W OI. -~¢co 06 M 363.26 LINEAR FEEL U, tDO N � +- 811 WATERLINE I8" qm 11 �Z 11 11 M o BACKFi ::g O 260 N_ Nn00D%. + + 1-1 -1-1-1 ------,-,-, ----1--- - PVC (DR 14 - AWWA C-909) -I -- -STRUCTURAL + 00 CID . N r- . 6» WATERLINE J u- ki I� 11 -I: � N •- o x o x b SEE B/CS DETAIL SHEET FOR EMBEDMENT I Mw II Ill N N N N o 00 00 00 00 ve CID co CD co a - 1 1 N N N N 6" PVC (DR 14 - AWWA C-909) J _J J to LL 245 LINEAR FEET 0+50 1+00 r -O ui w O O tD O O SEE B/CS DETAIL SHEET FOR EMBEDMENT Deflect Water Line 20' VE RTI A2 CURVE if)r W rIn (DtD to .qt to STRUCTURAL BACKFILL It fD N I - 'l, -_, �,• \ III ARE -j-j LJ._ LL. J LL 1+50 2+00 2+50 3+00 EXISTING GRADES \ FINAL GRADES HYDRANT 1 5+50 _ 844 G1 - 0:867%, ( \ Q ASSEMB Y 22 Rb nin 1 \ - tF ' mrn --8IIIIIIIIIIIIIIC High Pt. Sta. 4+50.31 -`VALVE & BOX Deflect Water Line III High Pt. EI v. =265.81 EX. ELECTRICAL CENTER ONE 20' VERTICAL CURVE � Q CONDUIT JOINT OF 8" G1 = 0.000%, G2 = -3.517% (APPROX. LOCATION) WATER LINE Rb =568.64 \ OVER EX. 6" Rb Minimum=400 Mid Pt. Sta. 1+28.43 _ F/L= 268. 0 S.S. SERVICE = F/L= 268.60 4" S.S. SERVICE _ I SEWER UNE Mid Pt. 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'�' Sta. =0+33.09, F/L= 26 q ,111�' � !:� ' ' ' .. -, . - [-*...-..;�."�.;;'. " � Prop. Clea :-".--,1i"* ...'7,41.. -its"- -.- ;-14.- Prop. Clean .�--,.,�.--..-,�",�",�",�"****-..�e,�-.-'��.-..�, -.'-A,�.'-i'-'-"'2C-- ';�--.'j p. Cleanout, `�* 3rop. Cleanout, t' j': 'I'�"-l't-.'.--".'7'��'-""*."�,..:�,."** P. ';_ 0 =a; p. Cleanout, .. Pro ,-.'I',-I."�� 'r.'Al-`�--*. -, - ' 5; . L , _ I I __ r..." - � I , � Pro M-1 � ,--5--L7-.* Prop. Cleanou ..' �:: Prop. Cleanout, - . . . . 'W"k, I .. 12- - ` " * ... I . . . 1. ' I �.;i f'�i` F'i" ' -",:"' . .. � 1 -.1-4.- 4- SanitaryL.c/o Top=270.96, �';;., ". � C/O Top=270.40 i --'.,--*i',..�,"-',"""--,'-'�,..-.'3 ,. .. .... Top MH= 270.69 up=2-70-.45-, le'..-"'.;%.'..�;�. - ; 2 -C/O Top=270.71, I -_ -- C/O Top=270.6 '.�:' � L...-h� �.�' I-';, G/O Top=270.1 1, - . END 118"O SLOPED HEADWALL 1"'I _ ' 4" - ' , .. I.. . - r, 1- , - ' - �� __';'�"'..`�"��'__ .; ..... ...... z��,6.-'.`;` . - I C/O Top=270.28 , A - 2 , _'..', V I - , - ". -1 - i Service -1 . 1, '' - ! , " - �t�� " . . .. _� --'- "� 1, ...� FL " I . .::, ��- I Servic - � -.1 ...:-. -, Z-1 '_ "..., C FL (4-)= 266.77 :' : L., -I- I 8" FL in=259.68 (Ex) _( * - - . ._1 ,'I, - FL (4")= -)= 266.94 = 267.11 ` .- FL. (4")= 267.37 FL (4")= 267.63 " _' C/o I _'. I ."� 267.0, _ .; FL (4 e /'FL = 267.62 L 1.7 __� rA.-,., - FIL ( - .-,. . L I (typ.) see �_ )_ "' '_''"" ------ i-.--_"'-!1ffl ' "'.'. _(41) * _ .' -_'-"�-""`._��,� I I vkl. I I � i_�' .. ]'-�i.111111n' .11 . . . .L I . '.,'::. f3 f, I _.. I ,typ.) see * .. L � r !E�rvice :; � I * ;' 1:..,. . . I . . . I I L I . . I I %. *:.I * � ''. 0 0 (typ.) see . . . .. � . q L . . . : :1 _.. .** 6" FL in=260.39 (Prop) I deta�.!.,, ____ Fy detail I 0 0 1 1 ' - � I . - .... . . 1. . 1 �.' 'I I I I I . : �: I.. 4n L . I . .. I . I . - . . I : : . I 1 89.88 LF. of 6* PVC . �.-.` � ��.%: � y ! detail, . �. I I:t:,. .. I : : I I . . I � . � -:` I \ �`[ 1!�' _ . . . A 11 8" FL out=259.67 (Ex) I .. .. . .: . I i I " V I * **1 y I .. ' I I Sanitary 1. .. . / ROCId / RIP RAP V � I P .%Ir '�� ..:. - y Lff I �1,-� I I . .. : . .. I � � /� �'_! ' � 1 SO YDS 0 1 ,(.8- NOMINAL -DIAMETER) It (ASTM D3034 SDR -26) . . . . - .I I F .. ' I . . . . . I L,,\ , . . - � . I . . ' . - . I I .E I . . 1. � . . I L ,\I . � I 1: IL �- ' !"! � :.,:.. ,.. L j., �-' I . I . I . . . 1.*.. '. L . : � - Service . . . L:'. .:' . '.'L,' -L. '�- U'b'- - . L . . . ... .g... . .,*L . 1-1 � .'* I - .� . I L Fj = L - . . . . � I , . 1, �.... .1. . - ' .\. A * , L --z- - .-67 : _ . - . I - - - 6.7 -, FI..�=-. �- % :''.. r=--- - _� .. 1 t -,..:. a � � . I . . 1. . . .. . ��'- I - - . . - -_ FL� � � , L I %.6' FL= ... 61 � FL=�._ ' . . i 6 FL ..; _�F L .. . I. . L . . . ' ' L -- , 6" FL ' .. � .1. A... 67 FL= � . I . .' � I I.. - 1. ... L . .1 . . - "_ I 11 � * � . . . � I , I... . 1. : ;: 262.37, .' ___� ... . _26 ;.03 - . Z_ 263�83 .L 1-1. . .264.47. � .264.49 - - : ' .1 . 65.13 L' L . . I .. I a L (typ') S__ � ' L .L.. � : I ' s/M . I . . : � - . , _ .:�* *1 - - - I- .265.09,. .L _. .. Jfi: -16� . N. - . . ,� i�i_ . L � L. I x i / 11 0 -1.25% SLOPE . .. 6" : FL* ..: � - .. -. . - ..L . �` :. " I! � .. / I a _r --- I . - . L - . � %� - 4 ... IL � �,____263.00'. 11 . - ,_ - L,I:.L 63 6 11 .. .. I � L . - . I . , L I .1 .. I .. . I . . . . tcp"2m I I .1 I r (0 I , - . . .. . . - . i - ". :- . . ' L' � - 11 . .. . i : � . . � . � . . , . . . . 1. . . - - - I � ' � . - . . . L - . . . . � / . . I . . . L .t . . � . I . L I z I I 6 -ss - [� I , &-.a- . , . . I 6 -SS / - .. 6.-" . I .--a,-- � N 11) It . . i. . I , . . 6 . SS .� - I _ 1- � . I -1 .. , -, - 18-�Ss 1 - � . '� - � - detail I 1. . I . . 71, - '��7__ . - _�_ . L ... . . L � L I I .� . I :� - N t - , - IN. - I . I L. I I � I . L I .1 . . . I..... . I ... I . . - .. a .. . .. .. . 11 . : - i. . ...1.1 I. I.. � �.. I - LL _. � JZ�' . . . . . . / : . ' L:: I .. . ��_ .01 . I IL . . i ..: I... . � - : L* _' LL . .11 .. . : . * 1. :.I,:L. �1:. � I.. . IL *.: I �"\ ' f �. : , .. � L .' ,:!. ] - J.L - ' ':. '.' - '' L I . I . . __7----,,sEWER rutiLlb: Uk Ef =' . . . . . . .I. . . � .. . - \ - � -] :'. I � L . \ � : i . .. . .: : �. '_ I . � 'I - . L. .. . I .. . � - - . L � I . . EX15j"G 8 1 * . swrmy .� _7-----...' / ' I I J.�-.'.--Ft 7*1 .. . .1 * : PVC _ . . . I.... . : - ��. 9 F] =:_.. . L . . . . I . n I � . .- . 1. . .. L. I .�." / / 11 K. - . . . I I . . �.. . . L� I . I . , �.,: L ' . I : ' . 84.00 LF. of 6" PVC � ' . . I Prop. Cleanout, V.: I I.. . . . . . . . I L . I L. I .. I . . . . . . I . 7 - .. . . . .. ' . - � Prop. Cleanout, 2 1. " , . . I � .. IT-/ , . 4 L ' 84.00 LF. of 6" Prop. Cleanout, . L. 'L - � 84.00 LF. . I ______ 84.00 LF. of 6" PVC , , I . . . - . 261. 1 L (ASTM L . L ' C/O Top=269.96, . . . . I L '� / I . . I . L . . . . i . I I 1- -26) . - C/O Top=271.50, : . . * �.. . -26 - - . : ; 1 -26) z . . � " -, . ... .. I .. . . . .. .. . .... ... . . . 1. - - .. 1. . .. . . I I... 1 . D3034 SDR L . . . � C/O Top=270.73, � . 'A. * : (ASTM D3034 SDR ) . . ' * (ASTM D30M SDR .% . . 1. I . L . .. . L L . .. . .. .. . .. . __ I . '...; � .. . %. . .- I I I . of 6n PVC . . : . . . ' ..L '. : '..'" �; - . . . � .. . . . p - ...''.. uto . : . '- 4t L -.: . . . .1 � � . � - . - .; � .. - . . L. . . . I I... ..... I / I /,/ /I/ .. . .-� Prop. Cleanout, . : . . I I .. 0 -1.25% SLOPE '" I . . I ... I .:*. * FL (6")= 262.64 . , *. ' * ' '' ` ,.*. , ` ' - . � FL (6")= 263.59 ; . 1 " -I . L _' - - @ -1.25% SLOPE : _.: � . ... FL (6-)= 264.64 ..- . : ' . @ -1.25% SLOPE . L , L Prop. Cleano ; �/' * . :. . . . . ' - . L - . L I 11 "; ..: L . . � ' 'L . ... . - 1. f - *: ': 11 .. . L . . ..... .1.1. '. . . ... - L� .. L .. . . ... . . . . I . . . L L... . .L . .. I . .. . !- . . . �_ .1. I I .. .,- .. I . 1. ... 1-' 7 . . . : . .1' C/O Top=269.19. Z. :. .. j L . -7 1 . . . .. . L . � - I ' I .. . . _. . : - . I 'S i . . . . _...' . . I 11 I I. . .... . . . . ' . : I . . L . . . . � . �' . P .U'BUC�. - . '_ ; , . . /. .. . I . . .: .: .. . '0 L'. . I . .. ... � . C/O Top=269.06,: .' : - :(ASTM D3034 I . I . . . . , � . . I . - . I . � . . . - - . 4" anita . - . . � I � I I I . . . : . q. : . . � . . .1 . � .1 L - . I . I . L . � I L L , ' . . . L . .. �: 26' ' " 7- 1: . 1/1 ." L IL :'. * A .\, . -:P RbP� 16' *1` - ' . I . . . L ry . ' SDR -26) 0 . ' L . . � ' . �1 . . . . . I . I L � . . . L I L .. I I i . ___�' .. / I . . . . ery1c . L .� L.L.. L . . . . . . -- . .. . . � I I FL (6-)= 261.49 � ..' _� 4" Syllift - I ' $ * * 0*) .' L ; �. L. . �� . I 11 . � .��:... UTILITY. EASEMENT_ .::;m, .. � . I . '� . . . .. . L � � . e I L / I PROP. i 0, . _ FIL (6-)= 265.72 . z . .. � .L.5 - .. . . � . % -1.25% SLOPE L . _ I. . - * I . I � .. . : , � :']. � _nU_tY - ____ L . I . . . . . � . �: . L ' . . .1. z � I/ - F"_Ir_m't_�_�='-'�_, I I :: I . , �� z . _`_1311 .." I �111_';T_11--` I ". I � -1 �' r..". .- '4 .1 sz., " N ` I _ " .- , I.- , t' . . . .... , ;:-- .:, .- t N' "- *11, --. , 1� -01 L I �i! " / [I 1 f77 1 '_ ' � ' ' ' "" 111"l, ' I lij - I I I 11' 6 - = 7\t 26383 d /eto I /I �/j I\ . , ' . . ... . �' .' * .1 - .- .. . 1. I �.... SL. . ., ( p ) 1. L . ' . ... . .- . . .. L ""�� * . I - . . �._ I... P. 1 O'. �' �. I . - I.- . . . . :L. ./ _U . EASEM. . - �- - ..L.: �: �4_ - . I � . ' I . I . . . . . . - - - * � . ... . 111. .. - �_ I . .. .. '. . 1: . " + . .. I . . . . . I P.L ' . : : � � I . . ... I ' . / �'.L : (SEP.: .INST.) - �- ' . ��-' - - .. . I : . . - . . 1, ..'.L. ... : (SEP. :INST.). -1 . . : ) . . :: . , .. _ . .. :-4- I -UTILITY EASEM'. - :. I 4".S L. _: : 'I . .; � ' � . . . L. . - . - - .. ' .. ...: I .- . .... . . , . . : . . - _1 Y... J.�. . . ... . - . UTILIT I - .L sbeL e il * . . .. . : [-P�IoP.�- 10 jj...LjjL � PRO . � ,:: �' . . . I . 1. L. - � � L . . . . V: VO... . . E109i'.. PG 70 71 ' 1. * . I . STA: 0+05.00 j . .. .' . ervice 7�� . I I . _� .. d to . . I ' : t : . I'' . - . L.. . .. . . . � . . .. I / . . .1 I . .... see L . . I L 1. . � . . � '!N�),.'. -_ ST. L [ . _� . " anitary I � . . _. I � - ... . I � . -PROP. 1 O' I'' ".� ... �.' � .. . �"-�'.. 4" Sanitary ' .. . .. .� . .11, L 1: : L. : . . . .. . . . I . . . . - . I � . . . I 1. I I I .� : : . ; * .1 - - .. I. , '.1' .. L.. .. . I - F I '�*'<'._ '' L..'Service (typ.) � � Z' . I . . . , . . . L I Service Ty'p�) , .** : / - . Aetail � .. .. ... . I � , . � ... . � , . " .7 ) '' ,' ' ' L . .. - . ... . . . , :- . . .1, ...'' .. . . . ' ' . ': ' ` -'. . STD. RES. 5' CURB INLET .. .. ' L. Xll�. * " * ' .. I . 11 -.t*.. - - .- - .., I: PRO 1 0': " .:* .. . I . . . UTILITY EASEM.' . . . . : .. .... �::f I J- -, - - - I * ' . . :.. : . . L .� I -1 .2 . . I . ' � 1. -./ TOP INLET= 269.00 . . - I ' a . . ; I . - I � . . I ' 'L' - I',. - R (KO. IN ( . L . � - L . L . . , S P. - . L - � � . . .. . . . . - . . . . - ' 1, , , '', , L , ',' L , ,' ,' L ' ' . . . . . J--& - � -. .. - - L ... see �:detbil � - : _1',*::'L":. L:' I L' . . � . .1 .. ... . . . . . �: ", .': . �.. . . .. . . /III. ... .- . _ . L . . � .1 - . . � . . 'L uT Lrry EASEM \ L. , - . I L. L . : ' �� - ... . - . ... : � - - : ' ' : - � L. . . :. .1.. . ' ' * . � . .. . . . � I . . - . .. .. .1 I �.� . - AJIUTY1 . SE ' I . I - - . * . . � . � � 1. . . .. .. , .. I . . .. . . . . I I I I .. .. . � . : * .. .1 . . . .. . EA ,M 1. I ,1_1 * - . ".. .1 ..: � , . . 1.. .: . . . . I . . . .' ' "I ' '* L '" * ' . . - . ... . I I . . . . . . . C, :,, : .,:I L I ` . � .. . . ' . . . . .. ... . . .. . . . . . ... . .1 � ... .. . . . I - .. . . I � W..N. . . . . . I . ._' ' .. . ... . . . . L .. .. r -1 - -- I �.' . . . .. s. �. ..-. . . . . 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I . . . : 97, . . - * C/O Top=270.97,-. - C/O Top=270.93, - - . ./ 2-C/0 Top=270.67,. - ' : ' ' -. 2-C/0 Top=2/U.'5tS, L" . " * ... . . . I . . . . � 1. . � . . 'V -- - - - - - __ �' I'- 2 -C/O Top=270.46, �-' J 2 -C/O Top=270. - - I Cleanout, 1! - ' ' . � - - L �\ - 'I ' ' : - . _ . . 1. . . . . . . / . . . . I . . . " . / - - - - (SEP. . ' - I I . I -::: ....... � . ................. I . ... L ... - . .. , - I -- Z. . I . I . . L' .. . . . I I - ' . L . I / C/O Top=270.17, - - - - . � J. " I ' I � . I . L I .. . ' L. . . . 11 L - I . - 2-vzz�--Fr' - . � ____ - 'I �. . . ' . . . . � . L � . . ... . . I . ..", ' . . .. L i ... � - I - % \ ,. .. - L. - I* .- 1* � X , . . . . . . . . . . :� .. .� .. .:::'L. .� . . - . . . - lL . . .11 I.. .:. :1 ... ,� , - a � , . I . .:* .. - - . .. .. -'__� I., ...:, 'L: .' ' ." L .11' - L I . r . . .1 . I . L '/ . , .1 : L' .. � :'. 4' .: L : I . . L L .1 . ,.:. .� X - . ' .�< ., ". .. � L .1 � X'... - . . . � . __ r. - . �*. . � . I . I . L'. L (' '' .' 61,1zil: I" .. [ I I -11 ��_ - . �. __ _11' . . --- - 2-2,-- Prop. Cleanout, �j��_'._Er; - Prop. Cleanout, -1 Prop. Cleanout, - . - �� - 1 1-*2'�- 1 1 11 I V .*... . - . ./. I .. . ... . �.. . [ 0 .- L ;0� 1= - . . . . .1 p. Cleanout, , 11 (1'_�- L_' - .. -____ _'�� '��. _ L... -_ * ' ' * " ' ` ' * --� /_�_- - - �� / -, / I . � . � � - - . - I �_ I , I / -,---, �_/ ", I I � ; � �. . \. - : L ..' I - *. . . �- - .1 I � . .. . .1 I . . L . I . . ., .. ILL .L . I Z .. � L" :� . . r . � . .. . . � I-- . = zo I. I a 0 � . 11""'.." i r L k"+ )= Z01.0"t 9 � . . ,. 9 267.64 - - t FL t4-)= 267.59 : � I .. I .1 . 9. : � FL (4-)= 267.33 . .. ...�. I. .. 1. .. .. -)= 267.04 � .. . �. .0- .. � � ... � . . .. ..'' - I I .. 17L (� )= b ' . ' FL (4 1 . � . � . � � . * . . : � . . , . .. . . � . / / . Prop Cleanout, . . . �: . - I . / ('!) rL k -t J= /-00.0't . * ''. , rL vf ) - : . . .11. - 1-1 I 'N 9 - - - . ' * - . . - �;:�. ____ .. - . " . . I � ,: . . � . . � ' 6Q�V! 1 ss . 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"I I. I sEE DETAIL SHEET FOR EMBEDMENT j;,:k-41-1�-.21AII � '.1;,.,-._,A'.1 . i ii-1117�__ffi *;�"..!,�,�l.;,��.�.-�..-.4,1�'., . I— 11 - - , _ ..i , I , . _1 , ., I _1--11-- X. 1, ...',� ,-,, i � , - - .: . . �_. .. .- " _ ` - `-�14T,� *� -tr-1-7, -"?!,*., _ , . ... , - No i*-��.iz7.-.-i�i��,'�i,�-.1�ii.."�I �1_11 R RN.-_., Ii., , "' ` " - ,-,--- �- "�-`,-t r�-i�."-.-.i.1,�'..*,.:.!',",--.,�t�.;,.,.--.,."�i,�,,� -,ada _ "! �; .� ., .. ,� -,,, ,,?,- ITNG 8" SANITARY .1 ; *,'��,1*c)!O.-i,,i,.-,L-i.,*..�;..",- . ... . � �. - __ ms� _. , � 7--- , - , ; g. �"V-,,,��-,,A"i �N_ ,R'; -T �N- � a ON �": .1 _t - , g ,�;�,,--� "---c_Rf_-_-_, A"", W.-.!,. , - -,�-7P;-.-','-.,5 ig.,E-,�.-,*-.�,R ,� .1 !�q,,'r. �,,, _,.`.�,-_-, il., -.-".�"-,�,*; ,��t,�� ,�, - r � ,.-.-- . - � ... �, ,", ., � _. R - * I -`1 I "I � " - .. I I N � .-IJ.-In".3, Prop. Cleano I Cleanout, -iz,-.;--!,�-�-��----r��,�--.-i.--�--.-�--� C/O Top=27 - ",;z ,�.,.,_,-,:g-�--.,� ..-.;.,IProp. Clea. C/o Top=270.95, "' 4- , p=270 68 --,j-----, - . . ., . . I ...- Prop. Cleanout, I.."'..;5� __,,_6.,...__, _ .-,...-� .�..-,' yl�.�, * - - - �,_,-�k-,-_`-,"i.-*, --,,R-�,,�-_,.-',,- .., . "� "', 9-r/0 To, - *_`17"11.1�1'i ...'-�l!ir.,;."�3.�ill��'�-"'...,...--.'-t*'-*,----,�-'��;,,I FL (4 2 --- F , v . . .1 I . . � , - .' -1��---l.-��!�-��z,��,".;-�.-I-f.-.-� '-- , /O Top I : �-' P .11 -.1 ." 5.r. -)= 266.77 ' ' .. ... .. �, C/O Top I I .. , 1;�".,!"�-.�l".q.".,�.'...-t'..-,..,�-61-� - . . -1 70.96, La 67.07 FL (4 � _ , i 0 _,�-� . - _21. - � I .- :)=iiO.71, �...i..:`.._�1 2' - -.1 Soni�ary 267"39' .�.Lll, �%:.i . , - ::::1-` . Q - p. -L_.',. -!� ")= 2 - I -)= 67.63 :.. � FL (4-)= 267.62 --- Std. Manhol; DWALL C/O Top=270.28t W . Service , ,� - . � . . Construct .. i - , . � . I FL (4 -,.-, �.It FL (4 1 . . - Service I" -,- - I -_ Service - I . I . I . Top MH= 270.69 1 FL (4")= 266.94 E!:i.L�")= 2qz!j1l_ ....... 11 I....- ..'.1% (typ.) see - . LF ----p - :; I r , I 17 . 77 L.Ej � .. . .. I ...- I see I (typ.) see I Q P I -0 0 , 8" FIL in=259.68 (Ex) I , (typ.) I 1�.... �-j - I V I I \ V, :, . 4" 1 . . .. . . . / . : . � I . .. � detail . I � [.� �] I . ; � �� . I detail, . . � 1 detail I __ Y 14 IN IN i n p ;... I �� I �, Sanita., .. . * 6" FIL in=2 I ��, I *. .,: 1.- �-t I __ .1 I I - , Service . . .: . ... . -...:�� _ - ;:.. [' .1 N� ; � I . I :::�: �! y I I . I . . . 60.39 (Prop) I I , � - L I . . 1% - - I � � . 1 1 /�,!* F CONCRETE **V 1`:�-�:] I E�11 11 I . I I . . :.. _'... . � . , . / SQ YDS 0 . - 18- FL out=259.67 (Ex) . / . 1_1 a 89.88 LF. of 6* PVC . __ - I ! y I . . . � � . 5 I . . . . . -67- FL- - I.. � . � - . '-- I . ,FI ..1. . I � . _ . : % - .: (typ.) see .. . 1. � I - ,\:, ..- , . I . 47 - ..., . . .. .. I . .. *01 I .. - . - �. . .. * .. � . . . . � . . . . � � . i . 7 - 1 I i . . . ::. , L�. - ,40 : . � . . I . . " - . . [ I 6"'Fb - - U, :: 1,1 I3,9r. 0 - .1 � - - I . (6" NOmOAL-olAmErm) - - . I-' F -. 6' "- - 'U_V-FL� .�.. - I ` A, T * - -L- I � . FL= � - ... .. '- FL=.- ,I � 67. 171_=� - - - - - .. . . ,. ,_ ,� 1 5.13 .. I . . 1. . .1 ,. - . .1Y. I - 1b I . [�,6 1 1 1 . 6 2641 .. ,.. r� . . I detail . / '. FL.rw=,- . '\\\ � � � .. . . . - A - / ROCI� RIP RAP.� It (ASTM D3034 SDR 26) - . 1� zba.10�f . !� r!, I . . I.- * * / � . . I ---� - - . �..Nj.,: - *� . I . . .�. - --- -_ _. .., . _. a � I 11 0 -1.25% SLOPE - - 6 FL�� ... � - .. �- . 3.03 - : I., . I I I . . -� I ., 1 6 11 . . 2� . , 1 1-1-4-1.0.M . . \ . Q %01V 263 83 - -- [- : :/264.49.:. 1 1* I -sts . . . . I I . [: 262.37 - -1 . l___-___�_,J 0 � � - : . � I .. . I I . � . � - . . . . . . . . . . . . - 1-11 . � . .� ": . . I .. _ I - - .� �. . � . . . . , � - . M.76 - .. - M 40 � I i I . . . 1 16 � . . I , . \ � . - x � ., � . 6 -SS- -7 � . . 0, . .. . �` . � .. �_. . .: �. �, . . . I �'- -.w I— . ,�. . . CO - , . . .- I -11 / � . - , . . I . � . � . � 11 � � : : �.. . , !.- . �'. s' '' . . . I. / . . .. _�-.. � .1 . .. I - �? s§' . . - . . . . . . . . . . � ... . I � I- . I ..... . �.�. . . . .. I..... .I . . I 1. . . . I . � - , - Prop. Cleanout, n . - 84.00 LF. of 6" PVC . . - � . . � . I I . I . . I . . . I . � v . . , �. . I . I __1 � / � . - . 1: I .. I G, .8m. sANrrARY. . - - . � . - A :. . I ..: .� 1. .1 � . .� ' �96 _ - : � � . .. �� I I - . � � I = ' 84.00 LF. - of 6'* PVC % ' -1" I . I . .. I / 11_� I -r ,----- I 1�� _* I . .� ... I I I .., . ... . V 1.1,11: . N � / : , , .a_aL � .. . . I , /. I . - `7 . s..7\ : I . .. . � z r (0 , / - - , . � ! - . 07N- - - .' � I � .. . .. . .- . I . . I . � I k .. T 6 -ss - � 6 -ss -, : . .. .i:. j ] * : -- \ : - I - 1 . . �._ I. , : , . . . � \� [ . 1. .1� � � I , I � 11 I I ____1 11 ER ., UBLIC: LINE) / ., . : 84.00 LF. * *�, .. .. . . . 84.00 LF. I Prop. Cleanout, . C/O Top=269.9 .� (ASTM D3034 SDR 26) . -, - - . . � I .... � * - . I � . -26). - . � � .. .. . , Prop. Cleanout, :, . . . I . � - . - . � . . � .. C/O Top=271.50, : I � . .. . * I �;- . w . FL (6-)= 264.64 '- : - - � . -1 �/ I I '9 11 / 6"... FL= � � . Prop. Cleanout, .. T 6, . .. .. (P 1, I of 6" PVC ., - . .� � . . :,, � , * ... . . . . . 1 261.74 . PVC T C/O Top=270.73, ., ,41 - I . , * .. 1. . . � I . I ... . 1. �� 1, �. 0 -1.25% SLOPE . .. . .. . : *" . . .. . . . . �, - I / . I I . . . 0 . a- . "' � 0 -1.25% SLOPE ,� . . b .- .. I C/O Top=269.19, X ., . � .. . . . �. __ . . . I . .. . '. � � 1. (ASTM D3034 SDR -26) . . . .. . '. I, .1 " � f 6" ;_1 � ,4! 11. .11 ... . . . .. . . 11,� ... _. I I , . . 001 : .. �. .. . . . . . . . , . .. . . . I . . . . I . . .:� - - : .- �' , .1.. .. . � . � . _.. . . :1. I I / . .. � . . . �. . .. 34 : .. .. � . . _.. . _... . . � .1 �.� I ,. , . . . . . � . . . 11.1 ___�'! FL (6-) I.. I . : : ** . : ... I... . �. . . .. . .... . I I.. I . ' ..:�' � .. .� � 6,�. ,..� � ... . . I . I . I I I I � . I.. I I .,:.�� . �: . �.. �. I w. . I .. . � I .." . : - -: C/O Top=269.06, .'. .. �- , - . . � I �� . . . . ! . �. . :% . �. ... . .. �: t.. . . . , .. -,-. :. , _ : ... ,�, : . .- .. ; , I .: t - . 1. - 11 . . . , . . : . . �- :, . .1 I . . I . � .. I. - . . . . . I I., . ... I . .. . I 1. . I . . . � UTILIT typ- . PE� I.- - .1 . . . . s I . / � ... . � � .. -1 * . , . .. � ... . . . , . * a . . I I � - . ' . . . � * , : 0�y... I '!.- . . .1. . ) - - I . , , , (SEP. INST.), :. . . .11 . I �,� -,_ 4" Sanitary ` �,,' -. .2+ ... i .i . I . . . . . . . I . * SDF � I I 1. . . I EM. - ,: - I .. , - ./ ... . � � . � . .., . m, , I , . . -)= 262.64 ., i- ��.. . * I . . I I .: . .. *PROP. . 10. . .� . . . I .. = 265.72 .11 . .. . 11� � . � - I V . ...,. *,.: I . � . : � .. 0 -1.25% SLOPE . . ... FL (6 1 .:. ._ : (ASTM D30 : FL (6")= 263.59 . . I , , * '' . � . .. �. . � " . . . . . . I . . . .. . . .� Prop. Cleanout, . 1 4"' Sanitary � , I.-26) 0 . / 'I. I 00 . . . .1 .... ,� PUBLIC-.- '. : . - . . � . . " . ' \ , 006pi * 1 . 1. * � � -1.25% SLO 1, P. 10, , __1 � : q ./. .L �: :. .1 . - �- UTILITY EAS Z - I I - . I , . . - ,; � . . . I .� . . - Sank : 1 -RoFi 'i _: -So... � I I � � . � . .. . ./I . � - Service ( . . Z - __4 I .. X 0 . . . I I . . -)= 261.49 ; : . 1` ": 1, - i . - flf ,�." : ,. . � "*26'14 . . , �. FIL (6 � � �: ., �... � 4" � . I W. . . :1 P ..: I 0, 1, , ' * 11 %-.11 PRO - �� .1 .- - - . I .. . . . I I . . I . .. , . .. 2+ 1 � . : , - - - � - : . , 1. . . I . . . � . I '' : S, --- . . .. . : . EASEMENT: . . .. I . / . . . . I ''. I :* see deid. � : �� .1 . , .1 1 4" � I - I- . .. ... . . . . .. . �. . 7 7 ��- , -� - - " � � . . . . : -J. ', --UTIUTY*EASEM. . - . -PROP.: i 0, - . � . , . ... .. . . . 1, . � . . . . . . ..:. . I P .1 V'i I I :1 �.: .. 1. . ........ .. . . . . . .. i . . ervice. 000 .. � 11 . . . . - . .. � . . .. 51�ML �.. .. 1. . : �v_ . * C�.,' , , . . . - NST. I . . . _ 1, 1. �- .. : 1� . . . �.._. :UTILITY EA , see detail , � i I.. � . . I I . . ��* '' I I i',Z . V '(SEF. INST.) � , I. I 11 - " . . . _ � - .. 11 � - - : STA: 0+05.00 . . � .service _,(typ.) - -.. : (SEP. JNST), : .r. .. .. I � . .� I . _. . I UTILITY EASE M- / � "', k � I . . UTIZ6y6-'-,-PG'76 71 * . :1 * . - . I " , P .. . . - . : Q,� -` . � ' - Z I . - I . . . . . . . . - . :.. . ... ...� .. . .... . �....-.. .. :_� *: .. . .. . . . . .. I - .. . � . . .. I see, Aetail I I �.I... . � �. - . . . � � .. � I . . 1.�.. ..�SEP.:l ). * 1L...& r. - �., ..... � ��. ., . . -1 - - I - - see -detail 1. - : * - .,/ �. ..� - : , .: . . .. ....... ..: 1. I , . . . � . . � I . . �, \ .. - . . . . � � .. .. . . .. . . , . , I . , ,. I ..` I . � I � .1 ]:�. . .., . - WST�) I - I *-17' ,. ;,;�-..-- . .. . . .. I , ,: � '. �:. i -, - .. . - - � � I . . . �. - , , . EASEM . , .., , . .. . ... . ..... . _ .. .. . . . I I .. .fSEP: , X: � . . . . . . .. .: � �. ,� . STD. RES. 5' CURB INLET - � .- .,,/ - I � \*. : '. - *. - � � . I.. . i* . ... . ..::, : . . - � _. . I . .., __1 � . . . I" . . . . li . '. '. .. . .. . � . . . .. * . . I .� .. ...\ . I—.: . I . .� ` :11, .... 1. � . .:" . I.. . . �. . . I.. I., '.. � . . - - :_ Z.. I . I , . ,.... . . . .. . I- .. . . . . 1. .... I . I ... . Is . . - I . I . I . I . I ", , - ZL . -0 - 7- . . . .. . .. .. . , * . � I - ,�.�. .. I I - - - , , . I � � . � . .. .:: � .. I UT . . . . , � , I . . . I . .. .r ... . ,.", . . . I � - i�_I.- 4- -_ . . _. ., .. 1K- .*1 � ' - - I - ,�� . , . ., I . / .: I.. :. - .� ... 1., :.." - ... . . . . I ... �. I I.. . . . .. . \. . � . . . � .. � .. . - . _. . - - ,--� * - ,.-. , .... . .. ..... I , . � I .. I ..: .�.. \. 4 I � . � . C _. __,fl. .. I . , . . 1 I � ,.. . . . .: - - - ' Prop. Clean .1 _ . .:* . - . . - 2-21I.- . 2-2"--f'-1^ r � _ . . . . . . � ? . I . * � , . / . ". . _ . .. / <, % .... .. . :: --. .. .. . .. � .. . . : . . � :. W. . . . . I I -1 . . I -1 .. ". - ,. , . . �61_5 . I 4 :�: ... .. TOP INLET= 269.00 . �-. ,. /117 7"'111- � I ' - . .. ,. . . I . , I I � ''" . �, D� Service (typ.) � I . . . . . . :- -," .. ; . , I : ; . - . . __ , �.. . __- - (5 ..... * INST; � . . � - . z,_1 �:: : .. .. ) :*. . . :., -� .: - 1/. : . . .... ... :.. ..... :1 i:. 4 !. � .. � - OUT)=265.54 . 7' ___1 I . .1 : . I .* : ..:: I , ., I . .- . . . . �_. � , I � . . - .. .. �� . out, . . , . . � . . 11 .. - 1 . __7117 . I I - I . � . � I ;-: � . I .. , ...., . . - . - - � , , a : � � **,:*: -, . 1 . I ..Fr � . . I - � . . .. : * I , . -, - - - . - - , -EC/� .0 �: : . FL (18 �� . .-*� . .. *.� I . I' [ - I � ",r:, I .. .: . I .: . .� I . -_ - v . � . Prop. Cleanout, [�. - - .. . . I .. - __�___�__ .. - - - ..: .... .. . . . . . . . . _ .. . . . . I i _ -71 � - Prop. Cleanout, , zzz Prop. 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I *"r WE (MSHTO M294 TYPE S) � h.'I 11 � 1 J, : 1 1 ', SEE DETAIL SHEET FOR EMBEDMENT A-) /j , �O V, '�'V�bz,- (. , , (0* - - I 4, �1'v 270 I � � 11 .1 1 STA: : � STD. i � To P " FL (1: +06 ESj, ILET-- " �ITj� 75 � 5' CURB INLET 268.86 261.13 . . F -r- I 288 IMN-AL - � - - - - - - KNOKENEMN - - ::::: .-- �7_ IF -Ad :.F--? . . � I .. 268 - -- - - " , . zff 7 �o3-pAd �z_� _7� 7, - 26 , - -Ta- -- 1. - - Nz _3Fa-,.V- _;�d -Z ----- - F ,,q�- A - . 1. I - 02-0/l.d- :=_�_�:T ,�_Om_,,j'_� I'S .,"'I; W�4-R48 JUNCTION B .... d .. - OX ' ' ,� , . , -Z . IS OAd ,z ITH 15j"Xi5j" GRATE TOP MODEL EJIW` V-57jj5-(90SQ-- - �- 0�_ .... 7--7 -�.P_ L_ . ILI$- I . - _-o- ____ '_ . I I - . �. . 1:, - . '' . I -I-- �� - . .P 1 _ -1 IN- :7- 6- ' _ MIN.__T - . I_ - , ..: ::1 ; w, i �NARE9 OR APP. EQUAL2,1 -1� ' .%s 0116 ` .. __---,TOP GRATE = 273.44 __ 1.* -1. - --,!!! ... I.; :,-� �j - ....'...... . ': CC .. I �_ - 1. ... *...- , , .. .:.. . ... . � - .% - .. . .. ... . � I . I.. I . r___________1 . - . , , . � " . . _ = :.. ::. I .:: I.. I ... ..:.. - , . : � . , : .. . . : '.:-.-:... . _ 20" PUBLI , � . . ,� .. . � I . I I - - .�..: .. ... - - - . . I . . . I r - .:,::: .-::�- - -.1 �` . .. . . .: " I . .. * [ . � . . . � .:� C : i 284 -1 . .� 11 .1 ;.i -- . I'm rrv-07-Ac WKIT � V , _�r I . - , . - I 1 17� � -'..:..1_...--- "I -1 - 'I; `2 ', -,-., * ,�-.,(.�-��-fi-�'�"l'.1"'i!�!..��i,"�,'�,�l'.�,.�,-�"41;",., - '7 `� -i , ", _�V,___', ".". `�`� _,`�fir.,.��`,; _-Otlgl'� ,�, - _,i-.5.1 -- - - .i, , �v-;�.-!�,:,; "k ,,& _�; .. t , , , - .. . .1 I I U4. .V%j .i, -i I _ . , "; I , � , : :;; - - T.- - iz� . . . . . �� R, �_ �;`Rz, .. ... ... , j�_it_l - ---.-------- ..'7'.,..,,., L''. ,; " -` - I " I. - `j .r' .". --�; .", .. -11.. - 1� ---'�.-'-.V3-1�11.Ni `--_� �,., _`-.1-----.'-.`�'.� .`.irl , �'.�;i4l`�,',� _.j. - ',I ;1.1-, 1"1`..1_-,.e "" '11�'t.' --.� . I .- - �.-.. ?, .1,1 �-- .� 1 .. � . �. . I:, ; 1.F"'',�.1--. ""I "k , 2N�;`i _ � ��j - 2 1. � -i ... ; 1iM ... - - .. z, , .� 1 - . � ! .,�� __,�. �.: -,,_-�,��. ". 1.41- 11 _1.;_ _--_,1i�.-_. .- . -.11,i. . .1, -PR" - 'a P_ uleanout, I.. .. � I, - �. �m 1. 1-rop. e ___I 11 .11 Prop. Cleano t , � Prop. CleanUUL, ;*.,,� Prop. Cleanout, , .. 1___. � -1; C/O Top=274.21,.-. 2-C/OTop=274.26.1 :; . .f .. ;., .."..,, _�. "'!_. ;.!,�.,.;s � -.--1 ... ... .. - --- � I.I. . 2-C/ p=273.95, -- . _ -.?I'.- ... I. . 2-C/OTop=273.59, 1; M fA"N= I .... I :: \ 1---,r- 271.71 . 11 I lr-� FL � j : .1� FL 4- = 271 45 I . " ___ - ;* "' * -, -� -` -'.-,.--' ---`�',- ,,--- 11 .. ��', i; - - . ii�, . . . . . .1 .1 .1 .1 .1 .1 .1 , -� ."-A,.----8.i1_ .'.k.06. RN� ��-..:: ...---. -�;%�,'.V.l ...... �t3._:��: , ,� _V, _". �: ..;_C, - . - _ - ,_ _ - � '*ii.�.iN,��r,.,.-,�'-.'�,F.,4�-..-.i�.",.,I�..�.�2,-�'! , .- - 1_011:.`.,�_-'1�1�1i'�' -*.'-. - �,_. ;1_10_� ,.N., �� F F, `._'.'-_. ,...ii-,;":_.., � '-*:ii!�i�`,t,.-�.r,. . .t �- --,--,- - �i;,-"' . �t ,--'i�;, nr' I � 5-- . �.., _ ,.*,'��: .5" t�:- , '' . 11 11 �� ---�*, �_' I. � i . � -_ . .. ..... - ., ,�iN , ,'..�-,` - .-.._-:.1_E .�, __ , .;...N!.-Ii� _1 ... ,_ 1. - --.*,,-*."--"-�',,*"-."5�",��, 1� out, " I Prop. Clean V op=2-74.76j.':.* )= 97 4 2.26 �,_-_�` - I - I I �_ F M.."... �� -, P. . . '�7y . :: I - t .. . ___ I.: . _1 ), - 11 - . -L.- , - ___=� [�._... - �< y I 11 I ,,:�--- I : - _*__;-- IV ____ I I ean =_ - - : I . . ___F_T_��7_1111 - i __�._ I L ,\, t-L.At)-: 271.09 . --- -------- ]_ ..� I - ,.: I . 102-11 \ - EY. - - . . . .. HO - e � 11 ; � - V I - - if ... li, - �"�l [D' \ . .�, a - *4J2 S e rvi c F .. I 1 . \ . '�' 4LS a nL'i'ter ,e�, . I I'm - H .) see detail I ,/ 7 � iii� Servi - . __L __--y Ser .- -) : . . .. r jie -ed c :!I I 1_ SEW LIN;_ � . - 6_SS - I ill � I (typ IF, ____ _r1__�____,,. :,. I I � -.1 .. -, - . . I -1 CC \1 1 -81 : I .. - il / . - :. a -ss ...I. . 1_.s�__LL__-A1'1 . . ss- - -_ I 11--sis ,� - \ a- . `.:!-�*.'. I - �, ....: - - ,:� r.�. I I / L. .- : . ..: . I 11 V I .. _: � -1 �:�-�� - I � . I ..Oa ,1/ !I , � FL= 261.20 (EX) . . .. :. . . 8" FL= 260.97 (EX) . 8 \ % . � I - FL= 260.45 (EX) . :;I- 8" FL= 260.61 : � t � I - 4" FL= 261. (PROP) \% \1 I \ 8 :T I _', (EX) 4. . L) : 4" FL= 261.14 (PROP) - i. �--- . , \ C. .. 4- FL= 260.62 (PROP) � -�:-..� 410 FL= 262.77 (PROP) . :-�: .1.1- n t__1r,_.1_1_ _ I � __ ; � 1.-� - - 0 3:,.: - �_ _ . , *1.. .; ___ . . a . _ _� r-_� � . � `� '.'A'�.v! , CN .". I I I *: .; : .. . -I .: *. 11 �_ . ' , . , . �'- I I I I I : 11 l I 11 I I .� ' a -ss I .., 11 - F, . I . I 11 ,11 . , . - _ . " - 11 11 � I 11 11 . � .. . . �. , . . 1. : ..... .. t ! _.� ; . � . * __�V _ . -�._, 11 11 .1 . , -.f...�� N I I .1 . - - . :�� .1 .:., i','., . - ., _,--- � � . . - I% * . *.. ,--20- PUBLIC .. . . � ...:I.. I.. e 11 11 I a".,-.-�� ;i.. � � �,:.':._; UTILITY EASEMENT " ' , .. . VOL5809, PG 70-71 � I - ': ... . __ .: ..: . . . ..\ , ��::.t, \ 8" FL= � .- -i�...�,, 1:"`:��:' _Ce_�_ � - L_ =L � _�� I 11 11 � :�. . . �.`-'_�_It:-'-� t \ PROP. 15' 0 � 11 11 I N.-`�i'. �-.- . ' . .... . \ ., -. . �k,.::;�,". - EXISIiNG 6" SANITARY - .. �1_ ::::', ....:z..V'.-:., TE SANITARY 260.76 (EX) I I .., i ..;. :.�'.l I ... x UTIL11Y EASEM. 4 1 PRIVA � . -:*. �". :�;,. . ': \ 4" FL= I . , k UBUC LINE) !�' ---I � :,.�-.. ,..'..'�.".....\..-.*.....,....". SEWE I , 1. . * , (P ." I :,� �!.; ..:.. ,:�l-.-'*.'...-',:,.\-.:,.."..,. �� _,.,.:.,,�:,�'.� ,� " , ___ . � . � - -- '.;.- ,�_._'.,---. -`�.-`.*."-_� -- , __ '.. ...... ..... ... -:.,t : � .". ,,,�W�� -_ \ ... \ (SEP. INST.) � �'.:X , . . I " �� .... I ___ 1� -, b. . %::,.�,'I', � 1,�*, , .,,,-,-,�----- 20' P , , " .,. �--�__.*--;�---. ) 260.92 (PROP) r .� �.��! � UB \ \ SEWER SERVICE (7YP I - 1;.`�:-X � I - .U>,.1.:.V�---. t 'a ___ , , .. - , ..-,�.-- -.'..-,.��,,t . ..... , -'.�.--...,k-..,--.-.`-'--. - - - - .. , - - .. --j%.: � � - , , V -',Y :':� ; -:. ...;. , ... - . .11. ", V- z � - ,,.,:. -,.i,� ','.-_,- ". -, � �;_'I.,.', ,...,!,".��4.4!:�...�il..,�.....!:-... __/ � , , - _.. .. . Z:b.:. . . . � T` �!:. �;..' L7 -..,..,.-- - ., � :". �.,..: �� ".:. - � �. * \ , I, ,.. 01�1'11.' . I.. �, ., . .- -.Wl 3 =_ . . .: . , 813 I= . 1, 1\_`:�!�:. `._':";`: �* \ Nk I __ " - ": . � .N1 3NIA 4 441 381.4 0 L�� ON1 M11A * *N1 3tflJ . !;L_� . . �!��:. \ ; .?41 3HIA I 1-ol . , ; � , - 3\..'-' . ::� 1;::7. 1'.%,� I/ I � ::*.';,.., .'. I N"'. - , / Lff�?'.�,.�., \ . ` , - "i �. , '..... \ ... �. �`,.. N .. .;.,., . NT DETAIL �:, - ,:-.-.;;� . . SEE SHEET- 10 FOR EMBEDUE � il .�. � .... - EAISEMEN , _ � . 1*" VOL§809, .: :. � I I I - ..:-- 0 ,I I;* - . . -,�%*-..-,�-:�'��*-,-.% _,` � It I - `N - - �--- � IW4' 4t., il' t7____ i� , - - -- �:�. , 'I,- - -�,� I - i I - . %:. � �:-- :.. ': , , - - , �1� i .: ,�--%'.- ; -, - "'. .; �� . , -:1--,.,A*_ :. . I W , ... . . .�� ___� I lea 13 �- - ;:-� , - ..... I �� ,---1 / 1- I . ,N.. --�.. --�, .. _- .- _ � , .�., - _�,-. . .. - `� .. ;�� 7? -71 , ... , I ��i�".t,.,-. il'.Ii ..-.. � - . 0__� ____�_ , , � . . I z� . �:-Ilz.` �� -_., _ " , .. . . . ; � In_ ,�,\� - - �. , - 'I... . , .. .. �: -... " .; . I .. � . .. , - .... . i � . I I `."'.1 "" � I � i�71r I . . 1\ I I I I I %.) " PRI VA TE QANITARY SEWER Sv`%YTE 4 %.##/-I 1 " = 20-1) E PLA N t_/f_1 11DAiRTIAL SIT (Sl --%,A L E. - FINAL GRADES 272 270 SCALE- 1 .4... 211 208 - 0. SCALE 2 kL - -��= - .. . I . . I � .. 1 � .. w. � . 15" 0 ... . . 11 .1 . . - �2. ' 11 35 * .. . Lv I , SLOPED . �., I � at. !Sn- - EADWAH ' "jel H ... HDP'E - .. . - @. -2 oo w 266 264 282 280 TX Firm # F-1443 F.979.260.3564 T.979.2'60.6963 511 UNIVERS11Y DRIVE EAST SUITE 204 PLAN & DESIG SPECIALISTS IN CIVIL ENGINEER NG * HYDRAULICS HYDROLOGY * U ILFnES * S7REETE -OLLEGE SrATION, TX 7784C SITE PLANS 4:SUBDIVISIONS Firm #F-1443 L 0 LL_ 11 _0 IS - . . -1-10 . .* 2W = ; % - ................. M VERONI�C�A. : .B. MORGAN ............ * 7�1689 % _? 1i L11- " _j _j 00 . - ,. � C4 q _j 0 to A 0 Co _1 < . C-4 6 04 9 11 X: 116 I i 'I'm _j 1-1 X: � LL_ W L1_ 0 - - W 256 AM - - -9.- 0 I !:j td EL I Oq (n n 9 n . C) co U) � tr) + + 191 C'I � C,i 11 -tr) 11 z - ; :, I , z 5 j 0 I � , U) I I W M U) z W I I I . - 2 bo 2+50 2+75 1 1 - __ L I_ ___-A A 0 -ft 2 --ft A &A & "r% 0.0 TX Firm # F-1443 F.979.260.3564 T.979.2'60.6963 511 UNIVERS11Y DRIVE EAST SUITE 204 PLAN & DESIG SPECIALISTS IN CIVIL ENGINEER NG * HYDRAULICS HYDROLOGY * U ILFnES * S7REETE -OLLEGE SrATION, TX 7784C SITE PLANS 4:SUBDIVISIONS 0 M im " F> 3! 3 :2 t:5� - >% >1 >- -0 '"Ca =) 0) = a) x C �: -Y. M�g E Z6 W Li- 6 :1 = 0 0 � i . z 0 � Firm #F-1443 L 0 LL_ 26/10 _0 IS .> - -1-10 . .* . -. * -a. ................. ; % - ................. M VERONI�C�A. : .B. MORGAN ............ * 7�1689 % _? 1i L11- *** ... .* . " *' -- I .�-Te'�; . - ,. � 0 M im " F> 3! 3 :2 t:5� - >% >1 >- -0 '"Ca =) 0) = a) x C �: -Y. M�g E Z6 W Li- 6 :1 = 0 0 � i . z 0 � 0 0 " 1-1 to 04 11-1 C14 0 U) C: 0 (0 > a) Ir z 9 0 M ry �0; 0 i__ :z 0) a-,- : �, Q) _--j V-%. LO U) z �< C;8 1 :z Q, 1�.) : � : �� : 1�� U) "i- QL.Q1) �) _-j V-.. :z :�; LU ..-� L -Q- (1) q_;< >-, (n 00, :51Q .'sc Q, '� >-. Q --it -4- QL 1):� L.ij �-, �,, 4 , 1q, .gz:r ,;< ... ...- - 1--Z %-%%. 1�5 :k z ql;<. I (i *1� 1h - . 06 � 41YA , I %,, I . - ,,'7'U I ! �i (D : P L 0 LL_ .9c I ro W _0 IS 0 a) L_ 0 0_ I 0 U 0) %-- -, a_ ,..A I 8 .1,1 _-,�-F- t - I W 0 0 " 1-1 to 04 11-1 C14 0 U) C: 0 (0 > a) Ir z 9 0 M ry �0; 0 i__ :z 0) a-,- : �, Q) _--j V-%. LO U) z �< C;8 1 :z Q, 1�.) : � : �� : 1�� U) "i- QL.Q1) �) _-j V-.. :z :�; LU ..-� L -Q- (1) q_;< >-, (n 00, :51Q .'sc Q, '� >-. Q --it -4- QL 1):� L.ij �-, �,, 4 , 1q, .gz:r ,;< ... ...- - 1--Z %-%%. 1�5 :k z ql;<. I (i *1� 1h - . 06 � 41YA , I %,, I . - ,,'7'U I ! �i (D : F;si=`• E ADJUST EX. VAULT TO ;�, t� ..':N MATCH N�w 2� , GAES s IAU ST T 4ROLE ER TO SAW '. NEkMATCH atch Iinl 4' Tall Fence Located 2' Behind Wall f-8" MIN. LOW PERMEABLE SOIL 4" CAP UNIT"'> �- smle: „� 1 10d' - 30 STANDARD UNIT--\ ITyi VV—Lvv.1-Jv ~ I LB ffl p CE OE -W=268.90 AEI F I CED f OP-W=270.35 = L RETAINED SOIL jOE-W=268.80 0 8� - PROP. RETAINING WALL o FINISHED GRADE X' GRID LENGTH 'OP -W=270.35 APPROXIMATE 'OE -W=268.75 UNIT CORE FILL EXCAVATION LINE (3/4" CRUSHED P -W=268.75 CK OR STONE) E -W=268.75 3000 psi CONCRETE PERFORATED DRAIN PIPE -r 8"x24"w/2-#4 Bars MODULAR BLOCK RETAINING WALL TYPICAL REINFORCED SECTION STANDARD UNIT - 1" MINIMUM SETBACK Contractor shall submit sealed engineering drawings for design of wall based on wall type and obtain Building Permit from the City of CS for all walls > 2 feet in height. Appearance of wall shall be selected by owner prior to design. I /AuutJJ 1' CX.\ TV. :.... v 1\1 �► .....,.. ....., .� \ '270— FRONT PORCH 99.92 99.50 ` 99.41 99.41 BACK PORCH 99.41 99.41 STORM WATER LLUTION PREVENTION PLAN GENERAL NOTES FUMME: GenamINotee- anConet-PPP-BfS drg PLOTTED: 03 Sep 2007 - 1:57 pm :s, including employee's vehicles, shall park within the traffic on the public streets adjacent to the work site provide sufficient parking areas to accommodate his irbed or destroyed by vehicular parking will be repaired r to completion of project. sure that no dirt from the project accumulates in the existing from the project site accumulates on adjacent streets, the tely clean those areas. :e erosion control protection at appropriate downstream L and debris from leaving the construction site and stem. lans, the contractor shall maintain a vehicle wash down area of location to facilitate cleaning his vehicles prior to leaving the yell established contractor is responsible for removing all il measures (i.e. silt fences, rock check dams, etc.) hall be installed as soon after clearing as practical and ng order until the site is stabilized. ;ontrols may be utilized if approved by Engineer. comply with the TCEQ STORM WATER DISCHARGE PROGRAM and :ting and filing the appropriate forms. 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'--'--'�'-1- �� 2 " 2- ---1-',*,..0*&-.`1 .2 ZD N, [ i/- � --2, *,-/,*.-`3-.,, � - � . 27'v-'1-*'---' - �--'I -2 - -; ,-15 ,-'�2,!�,7;:"I,'t-"�','----'..-'--�5-"-.", 50.1; - ". - 0', � ILI'I ., 7.0.5i'V. - ., .j,,-.-.;,'.'- I,-, [" 21 1 1 1 " -r- ."",.,..��,..,--,,--:,--��-...�,w�z,�-�--�--�-.-;,,--i�--.,---,.,-, ,� .11 -11'11:1a� *1 * `� 1� `4 , / 4�1'1*�V"-"Tl; .-,p,rt-�1�1;1-.11- i.,��-1�,%;��!,- ..,,�,.":.L�,'..,�..,-."-..- .. - ..�.p,--- .... r----.,;,!- !-, - - , , , ".6-1. - I - ', . � -.--Ri-*1'1-T1; - -*�-` , . I I " k-vK--'. 1'-1 ecorat'ive Fence '..".'i 5ii,��`,,.�;,;'�;- - 11 , ` �� .. . "-,. -- " .--7-- 1- ", ' �-. ) 113, - .'Z'V-,'�127tf. - �; �, ,- -, i� r "t .1 - , I -2 --< -� '[-- 'I .(!//-::� - 't ,!.. z, r---.11, - 1, .K.0 - ; r 11 1 '47 .4( - 2' behind Wall -, - 11 ,1�1, - I �;... . ;V "":`il'276,79�'�'-" :' '�'-%`27-1`00:'�-F-,: I *srl-..' .*.-.I -1 �,,; - 11 FF = 274.25 - .4. � 13 .2.59 - 2�1!.;? - . " " --7*"- LE� 269.81 0 - 1 127 (Corner to Lo�-,-�Ir�[-- ui�A U�A(:�i�l "I / \- --- -.a 27V-6:-:-L-1[��A 11:, �-Li6d -- f 71 ;;� 4=-- - - 11' A . � - 0: i --- -� . . . . . . : ___1.1 ... �,-..-- --- I l . - " ` * ' --I , I �.��. 1272.81 where vdI',r<--2�-)- --,� . n, -=-I I 11 " I Ii L. -I I . N WPI �--- - 1----I- -\1 --66 1 IV I " ...,."�� " " r -11 ZZ2. ',�Ikr_- ---�- 266 .0-- . ----�-4U -- I . � .I W-l'I 1--�� . �,.' y Y 11 I ? �1-1 L( 2 �' I f. . . . 1', ii 0'11ir- I--,' 1I 1\ - / STORMt DRAIN I - -- W -W - - %I& J/ 1, . ' - 'It ' 2", - - - - =;-.--- X --z =- W --- = - - %-ff - - - A' � -A-^ 11 \'IT : p 21 " ipv - 61% I . I . I - F2 6-S5 p I N[ g -ss- ir .. -1-- I 'p, �: I/ . . \1I -Qill ,�v - -,- -vv= 2.50 P- - -",-,\\, \�\ I I EXZJ-QOX , . I . 1. A r0E--VV=265.00-TOE-W= -6-7-.00-- DE-- / �y W :' - I I - -I - - - - - . ..... . Z /If, -RE-S-TRI \ \ % R 17 - � Fr� I'll. - to , I , i I I 11 - i ------ I --- . . ' - -1 //1 I P'--, INING -WAL S, \ 1 � � 11 AREA L-T\FENCE\\ 11 .'-17-JE-=2 =�=-2-SFM-E=-.;---=--- .-- M =- 2 -M 7! 1 / / I . '. I .- !.. .� I . . TOP- �,, f'; -2-7-3 0 11 141, : , 4' WIDE * ..- ".5.7 /FOE ,"-6a_ 7 - I" / - - - V%5-�,��Flk/ ........ ... J- . 1: _ , I-- \ \ Ift / DEED 3. - -4-� -** 114Z �. 1 3: . 7, Z- �-- .. 273.. 0 ,.. f �, I S ... z. I .. .1 . ,� ... I - 1.. I , ..��,--.�-.;--- I - RESTRICT D I -------� --I-- �,.- I :.. ( � �, E --------- E--X--_IS I ING � �-�i, Z DETENTIO'N PONDi.:�"..- / *-' 1. . AREA '"'-!-I.--�'-,-` I"I- " ",'i I Fi,-- 81-T- .. 8-9-8-Y& r .�'. - � \ : t�.*_, .,:... / � I . ... I .�.�, ,1, " -�-- . + � .. .::: ��,:,:, 1 ., . ; i..yi.�,,1-,-�- L i'11-11 ... . � .... '.,. - .... I , -,VV =UE �� U - UE -- .2732 .,.;,.--'�,.-,;-*.-,!";��:11�.".�.i.�,�l:t., ,%.Ai -r , `2173.67 : : ...., - I -::,:... , .. d1b 'O b -1 ... :'. - ". �*;.... .. �ml- ".." �,lv-�'!�!.: -J- - . - i,.W;7t!. -,-"ti / .!ffi...",, .7--,• - L.;N'. 173.67 - , I F--1 . : : " �1=:O - q .. � 'i `�,,!; -� . ,-�w%l-.%�. -t,.; . I " . !71 " - � ,;�. .. �--,' . it� ..... , 'i 264 � tv.�. F -.1......... --n "' , ". - !` , - A5, "...., 21 IN .. .. . . - - -P I 1 6' WIDE R,-' 5.-� . ! - I - ,!,4i - 1 YEAR . ; �! 1..'�- %. -.... a , -t `;"... / - I § �-Il fol V IT, I Fil X wi / . ... \ . .... i -I ,�. . \ . N. OLLUTION PREVENTION PLAN F -268 : ; I GENERAL. NOTES IADJbST' . ... . I .. . . ... .- � I � .. .. .... .. � .. I I ........ ..... ......... �2-1 a . .. -... \ EX\ k�'.` -\.f\J ........ ........... .,,litnatch � ..%-0 . FHE"t- CenamINotaa--GenConst-PPP-BMdwg F.979.260.3564 PWTRM, 03 Sep 2007 - 1W pm GENERAL SUITE 204. I I -V 1. All cant 3ctor. vE i.icle,,� I including employee's vehicles, shall park within the I 0 project site . .a mini ize on the public streets adjacent to the work site ;? entrance. Cq ritractor will Traffic Provide sufficient parking areas to accommodate his vehicles. , areas istul ed or destroyed by vehicular parking will be repaired to original! 4 :)ndition prior, to completion of project. "I i 1 2. Contrac 3rs shall en re that no dirt from the project accumulates in the existing streets. If I d -t or d rise from the project site accumulates on adjacent streets, the -- contractor i E loll imrr �did t i -ly clean those areas. I 3. Contrqc 3r shall : pla6 erosion control protection at appropriate downstream locations to minimiz, silt and debris from leaving the construction site and entering the I dram syz tem. q -4. If requii .�d on t i e 13ns, . the contractor shall maintain a vehicle wash down area of sufficient si and i a Imation to facilitate cleaning his vehicles prior to leaving the work site. 1 i 0 c1`1 1�1 � 1 5. Once v etation is 11 established contractor is responsible for removing all 1 ; temporary 1 c I I measures (i.e. silt fences, rock check dams, etc.) L 11 I 6. Struct6r I il c nI q j s s It, all be installed as soon after clearing as practical and . maintained i i good rorking order until the site is stabilized. I 7. Alterridt 1! structu al controls may be utilized if approved by Engineer. . 8. The car I :racta,r .- hall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and is respons*b I i I I I i � for cc I ! I 1 ! i Tipl ting and filing the appropriate forms. 1 I i I I I I i - I I I LEGEND I I . I I I 0 Of OfI � Property line i Setbacks , ) i I r ' I I I [I X 0 0 000.00- Existing Grade i [i - 000.00- Proposed Grade II i I gas Existing Gas Lines I M: D Z ELEC Existing Electrical Lines I SS Existing Sanitary Sewer Lines ILL - ; WL - Existing Water Lines I 1 -I-- - -SS Proposed Sanitary Sewer Lines 1 ,I : -wL- Proposed Water Lines i i1 - : 1 gas - Proposed Gas Lines : k : I -111M Proposed Electrical Lines : I � I I 000)O I Z + Proposed T/P Proposed T/C (� Elevation Elevation 1: i I I , � i T/1- - I � = lop , I of Pavement T/C = Top of Curb I � .. �% Tall Fence Located 2 Behind wall �F--=-'2,74.25 / ... I ,,-,11111,11111in�lt-L, /I- / UUPLAIN � � * MINIMUM 12' SHALL BE FULL ,"- .. - -- - -11R7.Z.t.1 . . . . . . . t` 8" MIN. LOW PERMEABLE SOIL . . V, -g i --, ' -' // I ; WIDTH OF SITE ENTRANCE �g,.IEZI-K it �.,'! :;: . ', -i, Z . .. 15,�,�m� I , , . ... " I'v..-RE ...... �r. f? . . ... --'::,. .. . . . . . - - , , I --- - - - i .. 5�---.,-g - . 2"v'r wil - -- - - I � , ; 2 . I ----' , � � I ..- ..' . . " ''"' - ,ILT FENCE I I I I '. - - , ,�,- : ... - .�....-,:,�.�'. -,.... .--.,!:,:,-,! - ..... ..i " - '- . . .. %.. 1 . .. I ; 1 i I ) . ..;.. . , . t :.ai... ,--,,.;, . ": ;�.-Vs r.. "I - - 1 4 �-�.':. . !-, . . . !:.t 27,. -f -i' 4" CAP UiAff ". - . -- I -\ -- -.1 .. - -�:::-:. . .; . I " -. � 2 X4"WIRE MESH 1 67 MIN. DEPTHS ONE -, VARIES -1 - ..-:. - � - : , I I - : , , . - . . . - . , . . ...- - .:: -., �:,.. - , �Mi�w�-- 51' . I - I � . W',,�� w f L J - - ----T-- L --J I I Y.,6-.. I: 16�L%"!I�o!z��Vz. ,,, 11 FASTENED TO T=POST (ASTM D448 3- 1i 3 0. ,_-----, . � / L-- --i L --i i- I - - - 5- DIAMETER) I � /ER I 0, -ro 10 . .. .. . �-....,7'-..*,�'..-'� �t`-'r -..F�:4 / I . � -j, - g,*. -.---.,4-'.4 5 - . .. SEDIMENT CONTROL FABRIC GEOTEXTILE FA RIC I ---_ F--1 I -1 r--1 FASTENED SECURELY TO WITH SAME SQU, RE i 1 OUT - I --i I I -1 DETAIL ON 1'-i�- III .1 "'�,.'-.`�4� 1 T -POST & WIRE MESH ..;I I I r I I I I I. - 1 1 iiia�ft i I , i I. . I I ��*�i-.��,'�-�,'�,��--'�,2,'-�,;7-.�',I�4-�--�'.".--*.r"-3--;'3-- -1�--`-! I, STANDARD UNIT METAL T -POST 8' OF FILTER FABRIC TO EXTEND FOOTAGE. I � A I . '' . , -- " EffiffED AS REaD. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED[I (MATCH EX. .! - V, E-W=268.90--� 2 ZIA ILL - - -- * -:, - ,�--.;,-S ... .. SHEET 08 � I T P W=268.90 I I . V r4��i4l�-,ti�,Tv:-,H; U.1 SPACED 6! APART WITH COMPACTED BACK FILL 1 74.00 .j�,4-�,-�,i.��,.�.'-,'I',�-Z-Z-Z-z��z-*, .."-g;�,Iz-.-i- .� I M I .��, 1 7 FF = 274.50 \1" I I �.,74i�.�:�.�*'.�,.,',Ii�r?�*,;,��,.,4-� V �� = ZRIETAINED SOIL 1---- - , ,��``,�,, ;�,.---...�� ALLOW 2.5'TO &AT TOE OF - - E) ISTING STREET R.tt"t - . Z SLOPE FOR SEDIMENT TO . ,� �.f..% .,.z ., - . GRADES) -200."- N4 TOP -W-270.35 -'J.'...., -, . I'll I a 7 SILT FENCE AND/CIR .-Ii-.I � . IF -W=268.80 2 1-1 HAY BALES TO BE ALIGN . - 11%J cn - - . I :---- I / I I I W X' GRID LENGTH USED IN AREAS OF ALONG SLOPE CONTOURS. -\ .. . - �*,-- ..'... ",....-...,...."..,-.,�..�*...�. r. .4.1 - -z "', - - / .- .....- .�: ]--�.��'' �%5.11�l.-�*!..�"*".��'11--l-� - ... ........ .. : .. , . �. . .,-.---!--,. .; I I I ROP. RETAINING WALL - FINISHED GRADE NOTE: 0 " - I f "i -i . I )-OP-W=270.35 I DRAINAGE FLOW. / DIP Tiot4 OF FLOW IN. DRESS WITH ADDITIONAL .FC y y X 'I.- (typ) � APPROXIMATE NATURAL GROUND / _ STONE AS NEEDED. ---,--- � 11 I ."";.*...-.'I 1�`,-AS 'UNI i '� "' " i'� -- ' . EXCAVATION LINE ,�� -�-:k E -W=268.75 7 A E� 7 Go 1. - � - > -] STONE IS TO BE MAINTAINED 11, ! -":-�M`F,F,�= .1 �� (3/4" CRUSHED IV— I , - - - ," P IV— ;v-- I 11F -- W 71�� --t-Bg 5. - . : -1 7.1,� 1 * ,-,*-p If I / So AS TO PREVENT , - t STORM ,-,----- � g " * . --,*� 11 , ROCK OR STONE) <-- - � 1&5'2 � . ��-d .n-;-.,0�..,V, / / ,l0r-vV=268.75 CONSTRUCTION TRAFFIC 7�:7�F i -1 71 r.-*-�-;.. -- --- � � /,I / ,. - GEOTEXTILE FROM TRACKING MUD ONTO . . �,,�,10" DRAIN 3 .",.!- , -��." -D g -i�.� � I - -". ��.�,,'.---g - ..!,.,' � E -W=268.75 - 4")W MIN. TRENCH - - - /� FABRIC ADJACENT PUBLIC STREETS. Q I -- - N�11- 20" "I, / T CONCRETE -"" / , , - - I PERFORATED DRAIN PIPE � I I - I I � . I r : Not PROTECTION n I 8"x 24" w/ 2 - #4 Bars E . SECTIO N i 'A \� SUBGRADE 21M -----j I � - -i ... - -- � - M- 42M=- --- - . _- ,--- --= -: ��- t - - =-- - - U -- =4==� - -n= M-=46 - = Ma -� -, I f I MODULAR 13LOCK RETAINING WALL RCS - / E7 P -� - - 11 11 - I - tu - -; � . CON, rRu CT�ION EXIT SILT CONTROL -i - - . SILT FENCE ASSEMBLY � - -I--- -'- . 1J_ k . - -- I I � .: E X. i -- B-0 K? I I - .1 I 11 � I I : I . I I ,� ...- I- STANDARD UNIT - 1" MINIMUM SETBACK : Ss . & 1, . i SS -�---�Z.M---�--:I-�,,Z, := 1 SWPPI-03 1 i ISWPPI-02 -ss- � "', -`4"-i I I 1� - ,�M'A,,;, 77 �-�-:k,`;`.; : , & ..,,- I - - 6 -SS . ---6-SS V .`,�: Z I 1� :,-�,O -e- -*--. -,'i.., , . - � CV\f ... - J! `�" '"T"'! I 51 1�-"I';`,�---*t - .A � ,..:Ii Contractor shall submit sealed engineering drawings for design of wall based ; %% �,`A,,.,',�-.,- ,--�t -i J� ` - ;I%t4 I I . on wall type and obtain Building Permit from the City of CS for all walls > 2 : - �-*! ---- 'F�� W - 11.,M�--,'--..-fi..'. " . , 11, �4�,��',-,-N . � , " feet in height. Appearance of wall shall be selected by owner prior to design. , -4 -a t, -, t I � . , - ,..: �, -� " I 0 E-1 - d1lb or, F-1 e M � -4' WIDE W."Ey-W., �. 4 I :- �..:I.�t-�,�--iA.T;i3 --§..-*-11.?A--: -M . , I 55W 11 - --] D - Y...i�l...'-�.*�-,�,-.I J , , r F I F : .. _ �; !� :". .,,;.-�...��il.1'.-�.�;r�.....-$�.=-."��l- - = CINDER BLOCK es -�.- 4-. 1 TO 68.25 : ) - I � I '/ -;!. ITO W :268.25 � : FILTER FABRIC . , I I NOT TO COVER �-, -%,t '-, I it .� ..... , ".11"24-1,ilt" - . ." NO �!." ! , - �.. .-N.-%1" .',- -- -1, I) . . ,'1,..-,..;.-,. I I i 071. DRAIN INLET . � �-i.�-1`12; i ��10P-W=270.80 1 , � "--- f,.�� ..,� - 9.50 ) :,�,;ij.-,,;�F.t. !;;=�f� -'.7'.mi AFF!" yr.) -F . .. ..., .�:.-"T-�:-�.-I� ..".... jg-g,:'-q,�-.,�C-- -Z� 99.50 � FF = 275.60 -- � ... `:,-��-.:.:',-�. 4- AI OE W=268.20 ,-...,?- `.,�i' " ",��`.'�!'. ...�.,f.,;�-,�'I'��--,-'.',�,�,,�,�,,.,*--.,.--,-� .��"U.*`..- - . - �1� M I � . .... 6-L* ..:-.��-�..t."t--..�.'zi'i',.".4,��"ir.-��.'.,,,:.r�.,,i.�.,*--�.-'.., 2- SAND BAG -\ I - 5 . ';.6! ,�-,,-��.";.:,!,�e..,i�i*:'�� N7-,-.r,1..c`.!�, . .� - - ��` .. V � I I I' I :4.. . - I ` 1. . '-k'lm. ;i ice,:;,:.::;:.,. i4N.N - 4 1.1, , 1-.., , . . ....... z, " - '. 99.50 Vg0p. .. ,� - � ----- , .1 ....; --, --� ,..--,T,.- - ---- �, ,.-.) ---��-,U, I I—- -, ". -- - - -,I:- 1 4 T PROP. RETAINING WALL I 41-tlt..�-�-.".*-4,i�--.�.��l".,.-..-"---.-'..--.iL g----,,.-.---n-.-':�.--v - ,- -go.- - - -,,� ., -- 11 �� ... Ill - N`,,; -." ... ----,-�, ,P.,�;�g,,j,� - I j�. �- j� 1� � ,��. FILTER 1 f7 It '!�-'m. I I I .1�M.'i`�*-,-` -�,�'.'��- '. ----q . .. - - V 99.41 FABRIC I , b? # I ,-,:,.�-,�!"�-i'�.,�,�.-"F�".i��..-., ....... 57. , I 901`�.ql.... .. .Ii * '� �,-,�,,,i ,,,�,qv ` " , .- L ; . I.. - -� U4�1, -i.",I . ...� .. . I I I L-Jl L -T- ---] ,; , OP -W=270.80 -, 99.41 - I ---T- L -J I I � --;-`, - t .. 99.50 *--��R!---v,Wl' -;�.fi-L%*' .'i!�-.� 11 Nlb H.�z,'�;�";T,i-;",:Z��,�,7.-"�L,-.�."�i'* ,,.�,�';",�F` ...... -�,'- � ,--� K � , i - - � �:It , , . . r - - , .. "` `?' - --- -- ` '�*=g .,.-...,,9-,,',� .- .-'.'.. - - .� L --J L --J L --J � TOE -W=268.25 9992 . ` `�* -`;44'�"e�"`�,'�' �,.�'-4�i.-i,��.'7.--l.�.-,�."�*-- .. I !�_ ' - 1 ..9.8,rl4.�.�,.!-..,.,�-,.,�"-".-.F-,.ZL, -U.�V-'.,.L--��--�'�",-.'�.'�*f.-'�'��i,3,7f'.�--i,-, .., , -�-Z'P....7"', * " BACK Ii -,-i ''i'l., r. ., �,. ,,51--��I,,,--.,-.�.,FFT -`.,-,- , ...., R% I .. - ' . ...... NT . \ , �ri ,., ". ., . . 03 ,,k I FRO .."-�'..�t--:�-,�--i�!-.*I-i�.Ii-:��-�': .... .. � � PORCH . ,�� - --- r--1 I Vut<L;H 1 �.,-: . - r I I I , ,..-.-,, , -,C`�.- I ill ROCK SIZE .1 � .. � , ; . I I . I .,- . � �M - '! � -.;!-..--- ,:L, --- -;.� I I - � � Ul U -.�,U? U, .. -�,i,.1�. ,� ,,,,-;--;-..;- . . I I .� :. - I:- i. IN, TP �,W=268.25 1 U . ,,14 . . � .-! . I. - - - .- , " " -. " -, - ,`, - ` . - , �Ia5"-15; ,'-;-�,�-,,�,�i-,,W,, .-,14--.-,-,4--- --,--.-2-�-� .-- 1 r--1 r--1 r--1 �'-..'�,�.`;��!f-` -�*01, - 3/4"TO I-Ite I I I I I 11 .. i: '"..':q., -, ,,..,, I -ii -k ..'-03" m - .. , 1Z . i i Irr-, Vv �268.25 - 99.5o,�,--'..�,�,,��,�'.-.'�.:.,t,....""�...�.,.'��.""..�r"-"*,�*.-.-.-,�.,�,�� ......... M., ....... I ,:-.; 'OPEN 1. I LOT 9R-21- ` - � ,:. �.*,!.,"!,�',��L--,*,,�-.-,Ii�'�..'�--, 1 99.41 NOTE: I I � ---. . .... - , PEN, CUT AND I / I I�-..,.i.'t*i-,*'.'�l":.,.,�,;."�...'��I ....... ;;.�,.�,�i�il.-.;�.:,...�:..Zi�.. I . 99.50 1 1 � -:,YF_,� , FF 276.66 1 ��. 11 . .. I.... I a" LT FENCE BLOCK 1 ,.-;tn ... �.S AROUND STORM DRA N ; ARE I SED TO DETAIN AND/OR FILTER SEDIMENT LADEN RUNOFF .. = If ASP i4l �i I I' ; 99. 0 . -99.50 THE PROTECTION ALLOWS SEDIMENT TO SET -LE PRI )R I � 0 DISCHARGE INTO A STORM DRAIN INLET OR CATCH I 9 . . I 47-.ti3 I � I 'I L I I - 74.70 * . BASIN. SAND BAGS SHALL BE UV RESISTAq- AND N UST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. ( D ON? I I � ' 1. SHE 08 ' . .. � 1. I JV 274:5 ... � i I - I U YEAR 7WIC& BUILDING GRADING . REPLACED UPON FIR 3T SIGN OF DETERIORATION. . . . -L ODPLAIN .. . . � �. �, 1 -4p- .. . - - ; . -FQ .. ' * !:* , :: I I , - - I -J \ .�. -...: i : I . � . I . (MA I E . . . . I . I ��. N.T.S. i I I . I . : * S) . I � ...,. � d 0 : GRA . �.! � .1-. ... . , . - ;Z * . - 'V= 70.00 1 I � ., /' . �, - or -IN . !�- I .: ". -V I I V= 70.00 ," �Q � -1 /I /I �1�1��' � -- / ; n 0 ta , � �-. � : (�27E5-2:5� I 3 ..fa C% I I - . GENERAL NOTES: : : 11 1� - - - - I I - N' 2V4.1 9 . I I -- JI . J, 110,P - I ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 1. . 41 , I I I- I � . . , . "'I"'.., , .. V ---I---.-- I ...97in nn LIA%19= FMCK11 MADMI111 OV r-MI110'rDiff"IlInhi SHALL 09= ADEQUATELY V :91 A. � I--.,- ..,.:::, �-- 274.0§) 1-1 I I . I . , * / - � '' * , . 8,.: I , I --- �,-- ` -6. - DRAIN I. , - .. I I � BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL SAND BAG . &// 11 - -- ��-D - ... 0, 4.!l 91 GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS � . � � I - ` - :.. ... I -- ' . IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS \ 11 .. k" , .. I '. -- . I— , -L�� . PROP. SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF � ... . cp, N . I L 71� �) / LAST DISTURBANCE. : . I 2 00I i A .. 1: I - ...- I RETAINING / . : .. . . . 6 / ; -. - I .*. . /G I . /-1. . - - - / � APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 1 2 .6 " A213.4-41- . 0\ � WALL - � - / -1 L - ie DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY - / *%T�( , .15 / I CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE g1144 1 E. , . - 1. rp, .7 r-^ P--:�g . - I . %. , FOE, - W, 100 VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS 0 -� r.; - [ � , -::) N ()� U --� / \� COMPLETE AND THEN REMOVED BY CONTRACTOR. ED 1274-19 .1 �� ( - h5 - O> . 9-62 . . 5 ...:-... . a <-> C110 "i ,,, ...- - -REGIG-K-21131- ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF Toon RD Z _7 W; - - - i . 1, �. .. . VAI;7 - -1-1 SILT AFTER EVERY RAIN. I I �. .... ,�. , C9 ----� STORM DRAIN '62�1-7ndl : . � \. * � ... I 4 TOE-'Vlii*�Q�00 -00-YEAR - P r F--r--,M--T- P WAY- P I H 2 6 $ 1 1 ;bI I L I ma h line . ... \ . .... i -I ,�. . \ . N. 1. % '410 ��- a- . 'boo F -268 : ; I IADJbST' . ... . I .. . . ... .- � I � .. .. .... .. � .. I I ........ ..... ......... �2-1 a . .. -... \ EX\ k�'.` -\.f\J ........ ........... .,,litnatch � ..%-0 . line \ . " I .....- .... .. 270 HAY BALES--%/ VZ2 // METAL T -POST I /x EaD. TO MAINTAIN. ��/, j .. Drif wip-EnON SWPPI-00 I � F( � I S A N ill . TX Firm # F-1443 T.979.260.6963 F.979.260.3564 511 UNIVERSIr' DRIVE EAST SUITE 204. TX 778 PLAN & DESIGN SPECIAUSTS IN CIVIL ENGINEERING HYDROLOGY * UTI L * HYDRAULICS MES *STREETS SITE PLANS * S URDIVISIONS www.mitchellon,Jmorqan.com � rirrn #F-1443 e.RE 1 , ' 126/10 ** , . .1 -A I - . 9iD ....................................... VERONICA JE MORGAN ................................... . ,a % 7768,, . .... "J Z 1 M 0 ED LLJ 0j -n r - -, .. >�2- Er M < -u . =) 0) W c - M .T § - 2 J LLJ LE 606 A I � Z 0 OP LL- .4 : ; : I 4�; : W -0 I 0 - CL ,�.� 0 - . V � '. (I) L- CL I'll . t U � I 0 0 c1`1 1�1 1 04 1-� N 0 ra I Z M Of Z) 0 rCl) .0 3 LLI Z U) > (1) , LLJ (f) D:f 0 Of OfI 1 0 X 0 0 II I M: D Z ILL - R Z 2 D ia> tr - (3) k, (Z) ot^*"I U): VIIII.IIIIIII: Q) Z.. Z k- (�� . �J LIJ -, QL I (Z) (/) "i �5m Q T--. - ., I';< (� F-IIIIIIIII, )1- V :QQ� - Q. Q LLI . �--)it.., ,5K Qc ,-;K q,q< v (.211 0q.10 _ 7 < •V U & Ili 0 1 1 1 '■■.■ 100 YEAR ■■;■ i .�� l,r: ■ . FLOODWAY , . ■ ' I I ,� �- �� d, ■ , r ■ I . i LOT6, BLOCK 1 ''' •. ..■ ''' -: r 9� RICHARD CARTER (AB #8) C p SEWER PLANT I \� �.m 1 C;:,1 (;::• �I _ • CITY AN �-_ , �� ;� O I q F w ZONING: °I,'t`�: ''? r �■ r,, i S TX FIrm # F-1 --' �. "r-� i T L - (:.. Oil ti i Q� 1, / r" CITY OF BRYAN"' '` ' ION C 443 ATT: FINANCE DEPT, PO BOX 1000 I ` ': -� 1} �� . COLLE E STAT �._... -••-•--------- - \ Bpe, I 1� �� F.979.260.3564 '963 T 979 26 1-1 M 1771 t' 1 E --- _ _ --- " \ 11 UNIVERSITY RIVE -� _ I �Go 5 � 1 Scele• a:r- .,.:i=.:?=.:-�� s:,, •'-" _ ---' ---.__--_._ 12 SA Y - �) 1 -_ � %.3 � EAST 1 inch 40 feet :'U=' 1-- panel z�`"'"' - �> REpR SEiBAJ Com_ ;z�5�" ''-c,`_--- �'- S PUBLIC) \ SETBACE / \ Ip 6 �P _ - AN SUITE 04 2 - 08OU EGE 0 _ _ - - : � TX 77840 ( t3 u 1 - _ - - t' + ( } - /_..._�.» _ _ - LOT 9 R 1, _ „_- 'll i�I'9P, ��_t _ -�--""--- -LOCK 1 �` 50i ..;:_%3 ,a uv' ► - j -.---- EWAY PH ss_"` �� I�I SDA PLAN Ec DESIGN S ECIAUSIS IN IT:a=•-� _ _ , a., -- - -_ __ THE GAT - --_ I y L s ^' "y`� - I -....•.,.....,f _ - 2 -HR FIRE 2 HR FIRE 7_- 2 � C� r. I � p CML ENGINEERING . `� s . j '' JT - I - ZONING: 4 R ARDANT /��--'0UTjij I � HYDRAULICS RETARDANT NG: AC ALL 1 --_ / \\ VOL4 E- E i G>y HYDROLOGY * un Es * STREETS ; 3,27 - -" - 07, PG >I SiiE PLANS *SLI DMSIONS UTIU. - o_ss 20 407, PG792 5r TROP. 18 OPE S.S. 0 I STORM DRAIN SERVICE _ \ FIRE ::I OUT www.mitchellandriorgan.com - f.• - r5 -.,. A mit �_ s(PRIVATE) LEAN the - s - \ Ila --- n n.co •I,± _ A I m ''i: - :• r:'>>,--; ..,. esti.::. v r \ I - - - - f. 2 T I '--FF F- ._.-- - -, ( - , 443 9-. �C ry-s C FF-= �' E .�. - ARY L. 12 SANITARY � :r,.. I Fm EX 8 SAN a ( �,: - Itu r 1 EX n.. �, d - - � J i. \ �q - °27. a ;= z :�. :f .l 6 la X27-1 00• 2 1. ,. - 6 ��•- -271. 0 . 5.'• �7 -2 / •.50 , 71::2 :2 - t= PUBLIC) - e- 1. :�.:-� C PU C 2� - - - ER UBU -;,2=1'1:: - •,r-� f•• SEW ER P ..� �: ._�, SEW - t � :''y . - , - J - � 1, ..•,:., � -mac„- E. z' . l �"Ct .afS, 7k . .cad - \ j n ITA -:.<< - ,:•�._.,:.:: •.•. , 1 • _, f„ - 5� I ::5.c •sic: '-a-�.:.. . = '2�c� -' - - -- r i ® :I lAh'' LOT 1 BLOCK 1 - I I - PRNATE :: i..,,, ' PROP. SAN. PRO 18" 1 I R25.: = / AC PROP. 15 ! s S VERONICA J.B. MORGAN THE GATEWAY PH 2 g o SEWER MANHOLE I L OED 11 g m - _ : i .'' :.. , o l . (' : l: I : !: `.. ,. _ SLOPED I ) Jn \J `V ... ZONING: R-4 r �1� JNA ► �:i 1`I 19 L'. �-'-� }- ► ( l:: l 1 i �.. I fi n . - s ib6 ® { . 1 I 0 -0' �' _ . : _ I F .. ;- c / // HE - > { I . I : i R90- .. ► (.. 9 I; . _ . P P. 15 ` { { t 1 I �-. C 7 Multi Family) ( _.. { oo I I 1 1' �.� ;` .!. � ► 1 �: I i I I � . .,.:..�- 5 •f� � f , s' : � 00 .. _ 100 _ - i R"aZ -- x Ff 'NP .0 Z L I'iF TA_ _._ ., R NP .TAC, o .. L :rF , FI.: i P I : _ ., <. FL N° 1 ;r� I R2 / SSU AL ( WATE I / OMESTiC EMENT 3> i - i t /f Ili I ! a F = Taz o.- F�:�u . ^ E R3 L E. L: ` .q I :. . i Q R . N. ' METERS _ '- ( .... . (' .: 1 e / k. PVT.SLOPE �i V C I N MAP BRAZOS GATEWAY R3. R3 , _ , PROP.. FIR. N .-.. WATER . SEP. w { . / / 4 ® N I T6 RB. T . w I CjLEANOt}' ( ETERS. I ' ( ( I , ..) (n'P) I ) I R > Idar�i� / / i</ EASEMENTS I N .S. N' 1. /7yp iNST.) R3 /, r W W- I ix ,.l-S;'.,a)�..,, '.r. ` �... --".Y.r....-I�,Zfa.�l._,.e1.,--L-t- .Z�:.=� o:a.F{:IFl4'T:IG"- '�t6- -f0�.. - / ��, % / VOI,. 9o2O \ /. DEVELOPMENT LTD - INLET . �, �.n SIL PI,�,� L , lYP , , 1 I , _Z --E� / ZO �. AL "'-nl f. ) ark z.._P C- C q C �J P c = z"- Yc ( �I - E: jz "} Pvc Eq ( -- i.. : // R G 249 1289 N. HARVEY >: -- J _ d i ` , Y �� - _ �-' - �'�.'' �� aha . a � -' - I• J - � � I I '� ' ( ( w I (j� "'^- r� �/ Q; .� /,� 1 " OR I GENERAL CONSTRUCTION NOTES: ; �'i � m M. m Ct=1ELL PKWY } 1. It shall be the responsibility of the Contractor to en th exact location of ALL existing under round utilities. N> > i� .ti I s -wt . i I' ! I ! i t I 1r i I 3 R25 t �� %� T I / - - - % �t, /� �N Furthermore, the Contractor shall contact all utility cc• pant r resentatives a minimum of 48 hours in advance of any _ >. • • �, { - - �' / /y 4 / FIRE;[, /= II, �=,� excavation. Er s _ : - �:•: _ _(( I ATE). I .� � _ I -a / b o = M / r : i .: ,: i LAN /.' cy tJ r _ _ - o c m PHAS1=1dN � � - `- '-• � � 2¢�- a. Conta,�t Di Tess C� 1 800 344-8,:i 7 1 b. Contact Kimberlym . T -- e - iWinn ®ATMOS 77`� 0 - - -- _ - I i -- - FF� til I — i = a Contact Mike L - - r:• ._ avender � S o --- udde - - niinl. 8 -2 9 � fa 46 2 3' s - • _ .2 r v ,, ,• � , ; !, .: � .I _ � a ,.: , ..:... �• . , .- ., - :.... .,, . ; -.° _ •: 271.. 50 271 _..: - . d Contact Gilbert Martinez ®College ation E ectri 'al 764-3660 : , . I: :. :, :. ._ PR P: '6 .27. Q.75- 271 OQ 271•.25. :.271 ....,. 0" ....:.... . -.:_ :... _ ::... .. - -- _- _ ,: .1-2 /,. , I _ a . - 20 PUBLIC :UTILITY PDF / : I e. Contact Mitchell Gas - /WATERUN :.,:: ..... _.......:.. .. .:.... ...... .... :. -... .•::;: , , . :.. -. T -.::: ;: ..:,::•-:, :::;:•:..,_. - :... ✓ _ POP. f. Contact Union Pacific ® s79 EASEMENT VOL5809, /�- - '= E PUBLIC - 274.25 PG 70-71 ti (PUBLIC) -hS EM % Contact Richard Wallace ®uVe�� # 78-475: --•---_.._ __ :. r / I . .... --------------------------------- FF -------- !t SEME T c,, i g• I ' - - - - h. Contact Butch Willis ®College Stati+,n Writer & Sewer 764-3660 1 - —PREP --2 - - ACK- 2=Ti 1 lk?E'x1- i - I - —... - - r • - !: - - 'i r� cJ= [� =HR -FIRE _ _ 2-122' 6f ITS fJRQ 1 SFnR o I � . _., -.•--. - _ __ __.._._._.: _-_._ ____ .____- r._ ®; . W y,%�3 I PROP. SE �, T BLAEf�wRaU �R� T S-FRONT-SER D � 1?.r 2. All construction shall be in accordance with the j c went Cr o College Station (C.S. Standard Specifications for R5 r INS _ DEC ED 2-R L `� .-_ L, ;; '. •- ; :� l _ , _ _ _ , 1' / WALL —P WALL FADS i ' ; I /' Street Construction, B/CS Unified Technical Specificati s, V3fat an Sewer and Generals) 2008, and BCS Unified Design x-x-s�_x� ND N N � .::� ! : O I 1 ,/ 1 Details_ All inspection shall be performed by the staff, f the Engineer of C.S. All construction shall be coordinated L,_ ! I = i �� _ i► ! R' 9 =� � �l, with the City of C.S. City Engineer. t : ! �, �� I I m / ND RETAINING A \ / j 3. In lieu of using -' �.-ss - � ,. __ ,.. »-•�•,,, �-•` \�� /" � >, ,.: - / i �, •� �� / / tv �, = j I`- r--j---� /'� g the .construction materials indicat , in' th se pans, the Contractor shall obtain written approval from � - T P-STE PAD °i, / r*� ' the City Engineer for any;substitution prior to Const' tion. R lues for changes should include product information and I ------ - ---- L� --. y - a� -- --- - * r' 2-12 IsZ \ / _• i on engineers seal where applicable. The contractor Is oil be none'ally responsible for the engineer's time spent reviewingp R f 1 o —_ _ �, \/ I �•_;_ �2�QifT N� / changes and redesigning dosed on contractors reques p =-= �� - --ice- tCECTEfIEAL� (c W e - PR P. RETAINING WA \.\\ \ I 4. Trench Safety Requlrenents shall be In accordana with 0� .N Standard 29 CFR Part 1926 Subpart P. For general O _;� T-T�r ✓' CONDUIT R5' 4i>>'��EG- '� ' - :%I_'.Q _ p ..,,, � D® requirements, see Sheet `S3 for details. I , `•- ---'—i"+""L'---..i_ La_I I —_�; .•s- o_/-Rc`r , RESTRIC !D j Q `� L i,: r� 20 PRIVATE \ \ t, / • OCK 1 5. TRENCHING AND BACKRWNG: All trenching and b ckfilling steal conform to the specifications set out herein. Testing v , g/ G,e:' I 5 -' LOT 15 B > -/ I J I % RAINAGE-EASEM NTS _ shalt be provided by a certified laboratory, at the 0 r s exp nse,l to verify these standards. Any retesting due to - ,4 q8 -Il? B-1:L-L--B-iYi I �/' x-..� ' r VOL5779, PG 20 .i THE GATE WA' PHASE 1 substandard work shall be at the expense of the C p actor. Structural areas shall include all sidewalks and shall extend U .: ( / s 5 beyond the curb lines of all streets, alleys and a ing :areas. �gi i� (r - r I`� E I RETAINING ZONING: A-0 � -�n-t-------(--L-------i---�-- -I.., � - / , 4 F , �• , 264 � ' I 6. It is the responsbiTily of the contractor to cam I vr'rtf?' alState and Federal Regulations regarding construction LL LOT 9R-2, BLOCK 1 r I (Agricultural Open) activities near energized;overhead power lines. Additi illy, the contractor shall cx?ordmaie all proposed work and a_ 9 procedures with the Cityof C.S. Electrical Division. 1 o " I :.l r: THE GATEWAY PH 1 I N � ( - PROP. 8 i "••� • S � 20 PUBLIC TIUTY EASEMENT � , I I � 7. All materials & lobo not identified as a Separa a Bid lte sh .II be considered subsidiary to the item in which it is � 1 '=`'°= ,_• VOL36G PG 313 DETENTION POND used. All materials and equipment shall be both fu iv ed and installed unle otherwise noted. C° WATERLINE I a� E TING DETE _ GATEWAY SIX PARTNERS L—j - C9 � - TO BE ABANDON BY SEPARATE �. C-1 - i 8. The Contractor mus provide construction staking rom the information proyide on these plans. IN MENT) I 4645 N.CENTRAL EXPY, 9. All soil exposed by instruction shall receive cellule a fibe rule seeding. o e COmr� I�- �'''°� I STE 200 10. Trenches may be let. 9 properly �. (General er�1A - 11. Adjustment of WaterMeters,°veml overnight leslrr�e monSy I- - i - { i r 1 E SETBAC I Valves. terns, and arty other Public or Private UtMiity, etc- are not e, a _! -�- - - ; l I , . :) I r ,„ - DALLAS TEXAS 75205 separate pay Items. Th Price of the `adjustment she I be subsrdiar to the construction of Lone, Force Main. etc. z I 12. The contractor shd coordinate with Suddenlink 1. mmunl on , Atmos Energy, and Verizon to adjust the location of - ®!; E9T1C WATER METERS (TYP) DELMAR BARONHEAD I LTD I existing facilities.` m 4645 N. CENTRAL EXPY, STE ,200 I 13. The contractor is esponsible for traffic control This; is 'not a separate pay 'item. M _ p - m v •_ ELECTRICAL 14. No spoil areas areavodable on. -this site. 1 I - - - • S.S. SERVICE = l = CONDUIT ALIS -S -TEXAS 752 5 - o I 15. All ;roof and roun'-moun��u:Yne..hanccal a ul rru n� sMaIf; be greened from View or Isolated so as not to be visible a ,,� •• CLEANOUT (TYP) -, : -> a co , from an public n ht oi-wa or residential district wi m 150 of the subject lot, measured from a -0 z I = \� �" c� nl "' N Y P 9 Y J point five feet above END RETAINING - / c, C I grade. Such screening shall be coordinated with the wilding ! rchi ecture, materials, colors, and scale to maintain a m (') 1SrWL. ::,?7^.58}-:n�j WALL i ' � • / / ' I unified appearance. �, ', '> L_-- ^J ' := _ 4' `° � 16. Exterior building ani site IigiFting' will meet he s andrds f s tion 7.10 of the Unified Development Ordinance. The N w t_.... v. l r m tr, n, i -------- ----- - { i- -- BEGIN RETAINING m` light source shall not iDject; belay an opaque housin and n fixt re -shall directlyproject light horizontally. Fixtures will o , ; _ WALL FILL EACH CORNER CMU CELL FACE BRICK TO MATCH F - ® , �! ; ;._ ,�;... _ ,>,-,; :. - �v ROWLOCK COURSE mounted e` projected co II does not Crosson o : ®rU, . • � ,:.::...:�:., :...,, _ be m nted in such a manrcer that- the p j of , g Y property line. , ® ....r RICK I , a ... BUILDING B n. ._. _.. , WITH GROUT-ANDloose),I -- .• .. _ ET 0 7. Contractor shall vile coverage of roup co a Cor live paving, decorative rock not M AL PANELS T 1 provide 100 v r, ( or perennial , EX 8 SANITARY .,;.: ;:27�, :, - 3-;;; ' ,: : -� P 9 9 -, P 9>� _ ...:.. _ TYPICAL ,l. `-...... I. REINFORCING. "TYPICAL I h :•;, .:,;: ,:; : REI grass as required In parking lot ,stands swoles and aina. a rens the orlon lot setbacks, right of was and adjacent o SEWE - PUBLIC e ��``� - . .�•,r:::ext 9 q P 9 � parking 9 ways, ,( _ ) _u : 20 PRIVATE --- -�• : - roe disturbed'' during constn;dion. DRAINAGE EASEMENT j property I"tY g o _L (J_r! L. - � +_i .. L _ - I--_ ( VOL5779 PG 202 EED B. " - - P . ' '-.. ' o� � RESTRICT --- 8 x 16" x 4 CONCRETE 25>-4" SITE PLAN NOTES: j PARKING RATIO REQUIREMENTS: � =r r Tr _ 2- t 1 t _ _� I^ AREA 26 MASONRY UMTS WITH TRUSS _ 1. Name of Project: Gateway Village Ph -5 ---_ =---1- j--- -_-- =L--= ''' �� TYPE LONGITUDINAL JOINT 2. Legal Description: Lot 9R-1, Block 1, Gatew y ; 3 BUILDING UNITS o ' �� ,_ • a EX STORM" a. �'�^ �_ �Lot , BI G UNIT =?u o -ss DRAT -y ' REINFORCING AT EVERY 24'_0" Subddivision Phase 1 &Part of 1 Bloc 1 3, BEDROOM PER BUILDING ~ SS 6 -ss $ 6 -SS 2_2. c 4 .`ipi :;., :.;,.. _ _ - z —2-Z P�� _ I , t PROP. OTHER COURSE TO SPAN _ Gateway Subdivision Phase 2 T IAL OF 96 BEDROOMS o SFORMER CMU AND VENEER - 3. Owner: Brazos Gateway Develo meat, Lc: v' VT � T>�_:`..... -NEW �� FF�S'; l - _ Y p ----�'J_-L------r�-d1F- - PAD Z-- t ; 274 8 o °0 PER LIDO CODE 3 BEDROOM UMTS � -j EC�CfiR1C7�L-:' :.. .,. 7..,,r,:.:.,, s r RVICE I I i Y ab � --� . _ .,• _ 1289 N. Harvey Mitchell Parkes ( ) z W CONDUIT OUT (TYP) N N Bryan, Texas 77803 PARKING SPACE PER BEDROOM ® +i H.D. HINGE HARDWARE P 1 12 x12 CONCRETE BEAM (979) 779-7209 W : �_�?.:_....::: r, ,, H.D. CANE BOLTS ARKiNG REQUIRED: 96 PARKING SPACES `�`' " ' WITH 2 #5'S TOP AND BOTTOM 4. Engineer. Mitchell &Morgan, L.L.P. y® \ _____ :. �Fr> _ D RETAINING > LOOT 1, BLOCK 1 Q L .: .;;�, ? O r AND #3 STIRRUPS AT 4 O.C. 511 University Drive East, Suite ; 04 i ZfOTAL PARKING PROVIDED: 101 PS (2 HQ) ,-, , , a ' I _ THE GATr,#i Y -TP- 2 -- ' F Iy ;, _ GIN RETAINING FILL FRONT 3 CELLS OF - FRONT ELEVATION allege Station, Texas 77840 ZNTN'G_-R= I +; is - -1: (979) 260-6963 -- -- -- = WALL CMU WITH GROUT AND TY DEMANDS: _- u) I -F_ - ;ly) __ -•-120' PUBLIC ttrILITY � I ® I F� J #4 REBAR REINFORCING, TYPICAL N.T.S. 5. Zoning:. R-4(Multifamily) & A-0(Agricultura pen) LI EAS MFNT-VO!!5809, I ! .. P : r27 133 6. Existing Use: Und°veloped-Vacant (& Mult�c . ily) DOMESTIC WATER DEMANDS: MAX= 26-88 GPM MESTIC WATER �: = ETERS (TYP) Proposed Use: Nultifamily i' MIN= 0 GPM O 1- BRAZOS G EWAY DEVEL Qi PMEN I LTD G 7o-71� , I I ="� FACE BRICK TO MATCH ~� ', 7. Setbacks: Per Cit of College Station Ordi cl ices AVG-- 6.72 GPM J I EX. FIRE I! 1 G TYPICAL ' I T _ _ __�_ _ rr„=„ rr =___ 12 9 N.-IARVEi( M ITC I ELL PKWY WY HYDRANT I ®:j I R3' ' 262 BUILDIN ROWLOCK COURSE $• Slte Area: 3.265 acres SEWER DEMAND: MAX= 19203 GPD B ' YAN X 778 3 I i I ® 7 SDE SETBACK ” " 9. Density: 9.89 DUfacre _____11 1 J 9' I 23.. 2 3P1/2 x 8 -8 PIPES IN FACE ERIC , TYPI 10. - Id t 3' DEE 12" FOOTING.K CAL 2 hour fire retardant wall shall be provide.] ed a t� _I -- ----"--LJ- LS------ZSi 0 YEAR FLOODPLAIN center wall of alllnery -Unit Builds g . SQUARE FOOTAGE PER TYPE OF BUILDING: - - t� r i 1 ;i 6' DRAINAGE OPENINGS 6 'n s Z j i END RETAINING METAL PANELS, TYPICAL AT 3' O.C. EACH WALL SEWER P BUC'� 3 -e' �k I f 1— ( �- 3 WAS PLAN UNITS BUILDING = 2480 SQ. FT. FLOOR 2 STORIES - DED Part of this site ties within the 100 -year floodp: ain / ( ) V EW Fji -- ,-,--r---, -L - -, - �'^''`` W ®-I 1 �(G TE' 1 x1 RESTRI =TED boundary per FEMA's Flood Insurance Rate Map UNITS BUILDING = 4113 SQ. FT:/FLOOR (2 STORIES) T�-I i R WTD UNITS BUILDING = 4932 SQ. Fr. FLOOR 2 STORIES (n Q) :, .. L1 ` . M AR 48041CO142 C. Effective date: July 2, 119 2. / ( ) L 1 LK __�t __ �_ �. �, 20 PRIVATEREAR ELEVATION, I i ►-. I I Y ---- ' ' f t t t yt 1 t Q-' , .,zs_ ,t a �gMENT DUMPSTER SCREEN DETAILS Revised per LOMR case No's. 05-06-0161A & J — t ► I —- I — — - - r _ - • - N.T.S. 07 061249A - -_ ,�• ;1-- � � �;; :M VOL5779, PG 202 CL V Iss-PH 6 V I RAINPEDEN �r l•'15T LOT 1 BLOCK THE G T' �Y P� , �. �, 1, 1, _ ---- - I ` i ; F r P68 A11NG F - / ------FLOODPLAIN---- - ---- I/ a �- 1 _ \ z DC, POWERS N �, 2EN N ---_'_264 Og.sa.a.sa..sas.gs<xlaaseam Il - 26' IDE PRIVATE �' . 125E.r. �W\ s� _ FE98DP X66 NT- FL ma c' ti4� . 55 J-- -------.-.--.----- ( I FF - 276.1 ' ACCESS EASEMENT ! 100 . N �.�R B_ - //` ,o - Il w m 5 t2 IAP - NEW PROP P- $ I✓ L_II I �F LECTRICAL �: i ; -� - - :. - — ---; = - �� y-�--- �� -- ( I `� t �'' K NBEf w�' o .e+ �......a °� t--- .o+.•......o.We," e.000+►�.�oseo.ee� ...o.a000.eos.as..e —.—. — a iY r r .r---^w--a—=,—t 5F—YJ--:4--19-'--1'i----1'i— i b T__ i,> - -` 'O'--PUBWC--U - 5, IF ssss ss ss ss " EASEMENT VOL3663, ?- T --------------------.-.------_.---------- PG 313 (TO BE ANDONED) I il.- _v !i ss EX. DRIVEWAY == CTE �it� crime- •• y -'' rR15 tY r YF--Yf--YI--S:'---14--Yi--Y(—YJ—Y i—"d---1Y—\ -\�—Yl--�' ` �' :y�� c5 �,� � •'" - --' •' _=- - s, , �---_= _� -.-..�i'--'- - �l- I _ -_--- ----- ��= -v -_ " "�Sr, `®'I , -,`A'`®U.� _ � PH. •,-- ►� -- II I1( I1 iI litI III - -#4 " Bars ®: C1o5n" c reOt.eC.�E.W. . _ss- - R15' 350 I - ZLT�E UNE PSI. > I I I 20 U9tJe-U:fl -- -J � EX- DRIV I I I i ❑ I EASEMENT VOC4998, I j \\\\/�6" Lime Stabilized Subgrad\ 3 PG,`%2 L T AR -2 BOCK 1 I I -1 �H A E Y H x �r� Z I G: C- xGen ra o me ia) L-- III i EX. H DEPOT STANDAW QWGRET BAM ENT DETAIL jj I NTS 1 "FIRE LANE -NO PARKING -TOW AWAY ZONE" f 0= FL NP TAZ MUM311==1 FL NP TAZ MUMME212MM F R LANE FIRE LANE STRIPING U'1 All curbs and curb ends designated as firelanes on plans shall be pointed red (�1� D1 GNA'1iT with *4" (four inch) white lettering stating V I 'FIRE LANE -NO PARKING -TOW AWAY ZONE" RILING )hording may not be spaced for than fifteen (15) feet apart. NLY * a" (eight inch) high if stripe and white lettering are painted on (� surface of pavement. 8" x 12" t'1 �See Ordinance for lk iditional Information O M LIN D' E O M NT P LLC it � I FIRE. LANE SIGN \ I �ll 45 671 I4AM . H MC A IBI H AYI }