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Home My WebLink AboutDrawingsLoose Light Brown Ciayey Sand Stiff Garylsh-Brown Clay Very Stiff Grayish-Brown Sandy Clay Loose Tan 1 Gray Sllt9 Sand Vary stiff Dark Gray to Greenish Clay 230 very Stiff Dark Gray to Greenish clay PROFILE 4 lee. V CoijO IA►NC 3- L3-oS 4b ~ tit p~ sawr~ MAR 2 3 2005 COLLEGE ENG ENGINEERING NG ~C ntle: HAMPTON INN, COLLEGE STATION, TEXAS GARTER GREEK EMBANKMENT STABLIZATION RETAINING WALL SECTION 56010 1:10 Drawn Date 3/23/05 PEN Job No. Drawing No. 52 1 M- B- C 1015 HWY. 6 N. 1 Management Navasota, Texas 77868 d ` Tele:(936)825-1803 Fax:(936)825-1824 w 0-1111/ 03 is 24' C-C 2'-2' 5-~16 CONT. 3/4' CHAMFER •3 • 24' C-C I . I 11/4'x14'-4' 1 ROD I I 1 1/2' SCH. 40 Wbx25 PVC SLEEVE rv-F'Z~5-WLE J 10-% COAT. ®ANCHOR DETAIL ®CAP DETAIL 1. GENERAL 7MAR2 IE EDR,/6- A ANY UNUSUAL CONDITIONS ENCOUNTERED SHALL BE BROL*14T TO THE ATTENTION MPLIANCE OF THE OWNER PRIOR TO CONCRETE PLACEMENT. 5. LOCATIONS OF CONSTRUCTION JOINTS NOT SHOWN SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT. 3 2005 11. CONCRETE A. ALL CONCRETE SHALL HAVE A MNIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS N ACCORDANCE WITH ASTM C-39 AND SHALL HAVE A MINIMUM MODULUS OF RUPTURE OF 350 PSI AS 28 DAYS N ACCORDANCE WITH ASTM C-18. AN AIR ENTRANMENT AGENT SHALL BE USED. FLY ASH SHALL NOT BE USED. 5. APPLY A LIGHT BROOM FINISH TO THE TOP OF THE PILE CAP. C. APPLY RUB FINISH TO THE EXPOSED VERTICAL CONCRETE SUFFACES. III_ REINFORCING STEEL A ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60. IV. STRUCTURAL BACKFILL A ALL FILL PLACED AROUND THE CONCRETE ANCHOR SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 20 OR LESS. THE MINIMUM PLASTICITY INDEX SHALL BE 5. ALL FILL SHALL BE PLACED IN MAXIM" LIFT THICKNESSES OF SIX INCHES. EACH LIFT SHALL BE COMPACTED TO W% OF STANDARD PROCTOR DENSITY (ASTM D-698) AT A MOISTURE CONTENT OF -1% TO +3z OF OPTIMU1. PAL E. DALE( °f 7 °A 828W Title: HAMPTON INN, COLLEGE STATION, TEXAS CARTER CREEK EMBANKMENT STABLIZATION RETAINING WALL SECTION Scale 3/4"=11-0" Draw Date 3/23/05 Drava By PEM job No. DraNig No. 53 1015 HWY. 6 N. M-B-C Management Navasota, Texas 77868 Tele:(936)825-1603 Faz:(936)825-1624 COLLEGE STATION 3-23-oS I very Stiff Brown Sandy Clay Loose Light brown Silty Sand very Stiff Brous Sandy Clay Loose Tan s Cray Silty Sand very Stiff Garyish-Brown Silty Clay vary Stiff Dark Gray to Greenish Clay Derae Dark Gray to Greenish Clayey Sand EXISTMG 265 CURB J - - i -1 C1•rG v 260 tiy.. ANCHOR SEE DETAIL A 255 EXISTMG CARADE 250 x= 245 240 y. 235 t:v lr-•• - COMPLIANC MAR 2 3 2005 COLLE~NEERANG N ENG ILE a c~~~~0~ TEr 3-L3-oS jas~ ~ w• pA~tLE. i .•aWtlagaayaa»»r.eo~sw•s»st!? aat.~ ~ tS.``fJll Qw~+v as ae+ ntle: HAMPTON INN, COLLEGE STATION, TEXAS CARTER CREEK EMBANKMENT STABLIZATION RETAINING WALL SECTION Scale 1:10 D Drawn Date 3/23/05 Drawn By PEM Job No. Drawing No. 51 M- B- C 1015 HWY. 8 N. Management Navasota, Texas 77868 Tele:(936)825-1803 Fax:(936)825-1824 Loose Light. Brown Clayey Sand Stiff Garylsh-Brown clay very Stiff Graylsh-Brown Sandy Clay Loose Tan 4 Gray Silty Sand vary Stiff Dark Gray to Greenish Clay 230 Very Stiff Dark Gray to Greenish Clay PROFILE 4 3_ t3-oS A~ ,~--`TruaoraA~g poke es®s~sepcoesssgpo.~ '^^OnWinOOOO©eoaeosaaua.... aoe,., ..r.. 02 e , as ~ r X.V lG,.. COMpLIANC MAR 2 3 2005 COLLEGE STATION ENGINEERING rn1e` HAMPTON INN, COLLEGE STATION, TEXAS CARTER CREEK EMBANKMENT STABLIZATION RETAINING WALL SECTION 5cale 1:10 Drawl Date 3/23/05 Drawn E~ PET1 .lob No. Drawing No. 52 M- D_ C 1015 HWY. 6 N. Management Navasota, Texas 77888 ` Tele:(936)825-1803 Faz:(936)825-1824 0""/ 2--2- 5-% CONT. 3/4' CHAMFER r 43 • 24' C-C D ~ I 11/4'x14'-4' ROD 1 1/2' SCH. 40 Wbx25 PVC SLEEVE ~~Pi-M-FNLE 10-06 CONT~/~ Pi~P 03 24' C-C ANCHOR DETAIL ®C,4P DETAIL O kw -v an- COMPLiANC 1. GENERAL A ANY UNUSUAL CONDITIONS ENCOUNTERED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER PRIOR TO CONCRETE PLACEMENT. B. LOCATIONS OF CONSTRUCTION JOINTS NOT SHOWN SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT. II. CONCRETE A. ALL CONCRETE SHALL HAVE A MINIMUM COMPFZESSIVE STRENGTH OF 3000 PSI AT 28 DAYS IN ACCORDANCE WITH ASTM C-39 AND SHALL HAVE A MINIMUM MODULUS OF RUPTURE OF 350 PSI AS 28 DAYS IN ACCORDANCE WITH ASTM C-18- AN AIR ENTRAINMENT AGENT SHALL BE USED. FLY ASH SHALL NOT BE USED. 5. APPLY A LIGHT BROOM FINISH TO THE TOP OF THE PILE CAP. C. APPLY RUB FINISH TO THE EXPOSED VERTICAL CONCRETE SURFACES. III. REINFORCING STEEL A ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60. IV. STRUCTURAL BACI<rILL A ALL FILL PLACED AROUND THE CONCRETE ANCHOR SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 20 OR LESS. THE MINIMUM PLASTICITY INDEX SHALL BE S. ALL FILL SHALL BE PLACED IN MAXIMUM LIFT THICIQJESSES OF SIX INCHES. EACH LIFT SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY (ASTM D-698) AT A MOISTURE CONTENT OF -1% TO +3% OF OPTIMUM. MAR 2 3 2005 COLLEGE STATION ENGINEERING aOF e 4 ~7 n I , aeeooooooopaoooeaoooebaePw.,,. - ~oeeoooocowwaeneowooo.,a•,.,... i .-!ter Tltle: HAMPTON INN, COLLEGE STATION, TEXAS CARTER GREEK EMBANKMENT STABLIZATION RETAINING WALL SECTION 5cole 3/4"=1'-O' Drawn Date 3/23/05 Dram Ey F'EM Job No. Drowing No. 53 M- B- C 1015 HWY. 8 N. ' Management Navasota, Texas 77868 Tele:(936)825-1603 Fax:(936)825-1624 P EXISTING 265 CURB very Stiff Brown Sandy Clay Loose Light brown Sllty Sand very stiff Brown Sandy Clay Loose Tan 4 Gray Sllty Sand very Stiff Garyish-Brown Sllty Clay vary Stiff Dark Gray to Greenish Clay Dense Dark Gray to Greenish Clayey Sand ~C CI =v PCG !'I 26ID ANCHOR SEE DETAIL A 255 m. - = EXISTNG -r o- CAROADE ~ - 25ID 245 PIC /X : 240 . 235 MAR 13 2005 GE SYX-noN Cp1.1~ GINESON I rirl EN _....-----s .'@ i oe ay~ 'Q Q AGE % 3-L3- or a® o o~ an 0 TItle: HAMPTON INN, COLLEGE STATION, TEXAS CARTER CREEK EMBANKMENT STABLIZATION RETAINING WALL SECTION Scale 1:10 Drawn Date 3/23/05 Drawn N FEM Job No. Drawing No. 51 h M-B-C 1015 HWY. 8 N. Management Navasota, Texas 77888 c' ~ Tele938)825-1803 Faz:(938)825-1824 ILE a ,'C e u i e J 1 i Y 1 1 f ~J- . r1 i- h' APPROXIMATE SCALE ) y 11 , ~ ,~a f f ~ ~ 500 0 500 FEET a d i f, ~f f f ~ R r f i ~ 3 y JY ~~tr ' - ZONE X~ k ✓ J~~ G , r,; ® NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP INE BRAZOS COUNTY, TEXAS AND Q INCORPORATED AREAS 11 s c { f PANEL 142 OF 250 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: ONE COMMUNITY N KM PANEL SUFFIX BRYAN, CITY OF 480082 0742 C _ COLLEGE STATION. CITY OF 480083 0142 C LIMIT OF y r. _ UNINCORPCRATEO AREAS 481195 0147 C STUDY. ZONE X ~-9 - Na , m User. The NAP NUMBER shawa below should be used sIX when pleeinp map wdars; the COMMUNITY NUMBER show, .t above she.N he esad . ie ee. app11cai- I. the wibiect emmtnk. MAP NUMBER ti 48041CO142 C rl ~~~(~U~"" DATE: EFFECTIVE ~ a JULY 2, 1992 WHI Federal Emergency Management Agency This is an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On-Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the ZONE X title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at wvwo.msc.fema.gov g % . \ 1 ~ • m aaosn ro In & \ . r 1 Arm lvI M m 1 /1r✓71R, n.ceo PLAN ~ 1 p m e V1rr ii/(, 1~ , 1~l 1 . a - 1 , lk, -14b l1 l5 ~ i' - .•1 a~ a 1 11 jl~' tip' 1 1 11111 1 'Cpl. "MM 1 11 \ c_ 111111111 + b 1111111 r { 1 /-7y N' € . ~ 111/111/ ..1 ++1j \ ~7 : + S N N v~ 111111111 1 \ \ y ~ ~ 9 C l,, 1 1 5 1 1111 1 ~ ~ .1 ~ UMi r 2~ 111111111 ~ \ ' _ 1 1 / 1111111111 \ \ \ 1 1 4 / / lD ya 34 m 111111111 ~ ""1 1 Y4 j\ _ - c 1 l j S1 i 1111115 C~ p • S-3 *0 '7 A, vm I- 10, Li- z Il11111~ -35 ps+ti 1`5~;111 , / swraY sPuv~[n ` ` _ 1 1 ZObMA4p \ O V O t ti l~ 11`11 - / SY'a " \ / r, 1 1 L5 s5tty`l ~l` ammox _ 1 0~ c ovERAl St7E PL sruea iq Jrmiu H r . ►r a ar as Halo ua sntlr nt oeo-+on rsmo ~ arw rsaa rani W ra.ua if ihrxcv~x ceaa[tl ar ~trw mn oewnMrt -D- Imo rxumr row wawa tla aaama►s e, uer o0. + o GOMM aee. ale 1~w~~ama.ciwrnm j~wopaa. e O ~p .se M,~ afart Pp[ q o lot ssas u aarrr a,p~ ,~ppeYOa[ . ON Aat sfeae V prltfs IaPJ a[ MaE tl M i419. EN ~x "M A ` oEMt aatl~aecs i ON "Mm fm Fwx "xm em W~ cl acre am XK m as re>eso ref Mim ~ sate. WO aw-wv a» sa®anc s®®4 £R ~ aorxtetlaa r omcscu 7ei"snaaAl~ v[ ..S ax lee rvtl f!s) ffv gv pw , aetluso R rctlss a,E; 2!t E~ x - f lp p w EFE fa iuN! pg tKW QE Ira6 eio anal ps pspxw lJE aaa 1 os fOL gq~yEy7gcroUf0B36PK1tv~ttissefks ` i` i SCALE: 1'-60' N :N U:U 1A : M O EASEMENT ABANDONMEN"" IRON RO O FOUND S 22.51 '23157.39 Q o Fou1N+o , 27 E R=110.00' 006 11 A=28.77' 5 k~ 119 7 CHD.• N 82*J842 `W-28.69' / S 76'5320 "E 24.98' N~ ~h Z i IIr 19ON 200 FOUND hh~' /6~v P.O.B. .112* IRON (~N ODFOUND 5 '45'18"W 2.17' f- 1 ,.+9Z•Oy~ I IL- IRON N 75'09'11 "W ROD FOUND 2.J 68' GREENSWORLD PHASE III LOT ONE-3.00 ACRES BLOCK ONE PLATTED - VOL. 4059, PG. 57 tiff PORTION OF EASEMENT TO BE e 410 c' I ~ i ti 65~~~~o• ti to o N - w = ca V p a. a. A '6 • poi 1h z N ABANDONED 5 h /f & j 0.18 ACRE oN ~ r Q / C,3 rj 32.61 - - CITY OF COLLEGE STATION - - - - - - - - - - - lV 18'13'02 II ^,j48 86~ 20 VOLECI R98.LPEC. 483NT 1/2" IRON STATE HIGHWAY 6 - ACCESS ROAD ROD FOUND 0 N -lie. la N - ROD FOUND O) f 00 J J ~ m 2 2-17r IRON ` Q N,h 200 FOUND Q Q l+L~ to Q1 +00 ~ ~ e Q Q) jO' ELECTRICAL EASEMENT PER FINAL PUT, PHASE 11 VOL. 2478, PG. 255 • 1 /r IRON ROD FOUND CURVE TABLE C # DELTA RADIUS LENGTH BEARING CHORD C1 12.14'25' 130.00' 27.77' N 81.16'23'W 27.72' fN 9.0 X10 5 2,9'O8 I /r IRON 200 FOUND 00e0Jt0A.Dwc TAB: SSESMT KUNG ENGINEERING & SURVEYING PROJECT: D&S\GREENSWORLD PH 3 A-fr., rc BRYAN, TEXAS L Q, EARL RUDDER FRWY S & 1 inch equals 20 W.-q Irv 1 -4 k. r ~ 1 z3 EARL RUDDER FRWY S @ ♦ 4 ♦ i i ♦ UNIVERSITY :h RL RUDDER r 1\ L i ` 4% 925 EARL RUDDER EARL RUDDER FRWY S & ?4 co t EARLRUDDER 6 EARL UDDER FR S @ .RUDDER EARLRUD ER .4 L. ~G 00 '~GO1 inch equals 100 feet o~ re ~''r s 7rIPJE 0 9 o m ~ o I PB 12298- 00 0 E-1-DUM33 CONSTRUCTION NOTES R-3-DUM6-10 0 1. BEFORE CONSTRUCTION STARTS CONTRACTOR SHALL MEET WITH THE ELECTRICAL DIVISION REPRESENTATIVE. - - ~ 1 6-DUM6 1 2. ALL PRIMARY AND OR SECONDARY CONDUIT SHALL BE INSPECTED BY 8Y THE ELECTRICAL (VISION REPRESENTATIVE, BEFORE IT IS COVERED. i 3. ALL UNDERGROUND CONDUIT FOR PRIMARY RUNS TO BE GRAY T 12298- 05 SCHEDULE~40 PVC CONDUIT OR EQUAL~UNLESS OTHERWISE NOTED. 4. DEVELO R TO INSTALL SPARE COND IT FOR ALL PRIMARY i I- ~-DUG300-120 208 CONDUCTOR RUNS. 5. ALL PRIMARY CONDUIT TO BE INSTALLED BY DEVELOPER TO CITY ~ - ; SPECIFICATIONS. 1 1-DM52-3-URD ~ ~~2~, , cc~ ~ 6. PRIMARY CONDUIT TO BE INSTALLED AT A 4' MINIMUM BELOW FINISHED GRADE. 1-1-DUM6-6 ~ 7. DEVELOPER SHALL INSTALL TRANSFORMER PADS IN ACCORDANCE WITH CITY SPECIFICATIONS. I-3-DUM6-1 8. DEVELOPER TO FURNISH RIGID CONDUIT (30' PER RISER POLE) FOR ~ (RISER POLE INSTALLATIONS. DEVELOPER TO INSTALL FIRST TEN FEET 10') OF RISER CONDUIT AND SHALL CONTACT CITY PRIOR TO 1-3-DUJ2-6-1 ~ ~ P INSTALLATION OF RIGID CONDUIT FOR GUIDANCE IN REGARD TO - - - ~ 1 1 DUJ2 6 ATTACHMENT TO POLE. CITY TO INSTALL REMAINING RIGID CONDUIT ON RISER POLE. I-3-DUM6-4-1 9. PRIMARY CONDUIT SHALL HAVE AT LEAST 2' OF DIRT COVER PRIOR - - i i~ l 1-DMS MS-11 TO PLACING A 6" WIDE "CAUTION" TAPE. FINAL BACK FILLING CAN THEN BE PLACED. / 10. CAPS SHALL BE PLACED AT 80TH ENDS OF CONDUIT. 11. METERING IS TO BE ACCOMPLISHED AT THE BUILDINGS ELECTRICAL 1-3-DM8-CT 06 i i SERVICE ENTRANCE. REQUIRED ELECTRICAL SERVICE INSTALLATION TO BUILDING TO BE FURNISHED, INSTALLED, OWNED AND MAINTAINED BY 1-DU- 1 0-PRI- 350 % THE CITY. ALSO, THE ACTUAL CONNECTION OF THE SERVICE i ~ I-3-D M6-34 CONDUCTORS TO THE SECONDARY TERMINALS OF THE TRANSFORMER TO BE PERFORMED PER THE CITY'S INSTRUCTIONS. i~ i 12. PULL STR~JIII~DALL CONDUIT RUNS BEFORE THE CITY ~ i i ~ ~ OF COLLEGE STAl10N WILL COMMENCE WORK. ~ \ \ ~ ~ _ . _ ~ - ~ - ~ 13. SOIL AROUND ALL PAD-MOUNT TRANSFORMERS TO BE DEI/ELOPER COST ~ ~ ~ ~ Q'~ - ~ _ - ---~--~s~--~:'E^„usA1IGAliLY COMPACTED TO: NIN~_ 1~IVE PERCENT (95 ~ STANDARD DENSITY WITHIN A TEN _ PAD ~ FOOT (10') RADIUS OF CONCRETE ~ Dl-1-DUM1-6C ~ ~ ' ~L 14. CONTRACTORS TO LOCATE ALL U1ILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.. DI-DUMT60- 635 ~ ! ~ ~ r Dl-DUM50-P-4A- 655 i ~ DI-10-DUM4-90L8 ~1'` ~ l DI -20-DUM4CUP ~9 i i ~1~11, ` \ ~ 1 t~ I ' ^ ~'a rVl "1 ~ f i I ~'t I I _ i 1~~.. I ~ 1 `'a I I 1 i ti 1 I I 1 i I 1 ~ i ~ ~c i I ~1 ~ t~:.~ _ i i ~1 i I 1 I I 1 I 1 1 I S . _ , 1 I t ~ s ~1 j ~1 ~1 '1 ~ 1 1 ~ "r i F~' r 1 l Jo~_ 1~5~_ 92~ u~o 00 . ~1 ~ ~ 1 .1 s l1 1 s ~ ~ ~ ~ ~ S ~ G ~ tr 2T 't ~ ~ ~ ~ ~ t iE . } t! F ~s 'i 'i i !r S° [~j _ { _ 1 ~ ` ~ ~ - s J 1 ' t/ ~ . T~ T, ~l 0 i L( ~ i ~ .Meter Location on Transformer T i » r I I I Qrnnnnnnl ~~n n'nrivrnitn r~ TrrYnn~n rv,., .,r { 1 1. II I I vpL-/0UU v uG y vu ru u 'DIU II rcr 9VI V- u-T%~I~.I~-J COLLEGE STATION UTILITIES ExlstinJ Undel-Ci-Ound Pull BOv1 1601 GRAHAM ROAD COLLEGE STATION, TX 77842 Proposed Underground Primary 2-4 PVC - - ~ - ~~E„iss'ing Underground PriM,ary SCALE; DATE DWO NAME SHEET NO, l.. • so. 12-8-03 1 of 1 c:\a~ROJECTS\ DRAWN BY, HECKED BY. REV. R.Bolln T.MICHASKY (~(r - u~ , , ` ~ ~ , , 1 1 / 1.~4NDSCAPE PLAN NOTES: , \ ~ 1 , -:9: IT .SHALL BE THE RESPONSIBILITY OF THE ~ , ' CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL ~ \ ~ 1 1 1 , EXISTING UTILITIES UNDERGROUND AND AERIAL, PRIOR ~ , TO CONSTRUCTION. - - - o •o N \ , , 1 o p 2. THE .CONTRACTOR SHALL NOTIFY THE SHEET NUMBER , o ~ ~ ~ ~ ~ APPROPRIATE UTILITY COMPANIES 48 HOURS IN FILE NUMBER 0 1 Q ~ ~ ro N , \ ~ ~ 5HALLCALSO I NOTIFY THE CLCENT'SOREPRESENTATNE F R ~ D ~ 7 5 6_ 3 5 ~ \ ~ 1 NOW OR FORMERLY ~ N DESIGN CHANGES NEED TO BE MADE IN THE FIELD. a ~ O O ~0 0„ BURT WHEELER INC. ' , d W O a ~ O ~ 130.95 ACRE THIS DRAWING IS THE PROPERTY OF ~ O ° c ' \ VOL. 1084 PG. 145 .UTILITY CONTACTS: MUNICIPAL DEVELOPMENT GROUP AND I 0 40 ~D MAY NOT BE REPRODUCED OR USED IN \ a / ~ ~ W v CITY OF COLLEGE STATION, ELECTRICAL` DIVISION: (979) WHOLE oR IN PARr WITHOUT coNSENT i, ~ ~ \ HIGH BANK :764-3689' OF MUNICIPAL DEVELOPMENT GROUP. scAtE•r^= ao~ CITY OF' COLLEGE STATION, WATER & SEWER DIVISION: a ,~c~' 6 ~ 100 YR. FL OD -PLAT PROPERTY LINE THIS DRAWING IS COPYRIGHTED AS Q N N 1 N m N ro (979)764-3656 OF THE PROJECT DATE. LONE STAR GAS - .LOCAL : (979) 775-849 6 C~ ra, 6' 117 :P 6' 0~ ~ 1 Q ~ b o p o ~~c ' ~ LONE STAR GAS -LINE LOCATION: (800) 692-4344 ~ oo a o ° 9~ ` ~ ~ ~ GENERAL TELEPHONE COMPANY: 979 7 - o 1 ~ e~.6v N N N 0 ~ ar,~ F N 0+ b c ~ \ E ~ ~ 79 4102 o ;P O N m o~ o b~ P ~ n CLIENTS REPRESENTATIVE N ~ o z ROPERTY LINE so• o° ~ N ~ o o ~ t~ N o / 1 MUNICIPAL_DEVELOPMENT GROUP: LENWOOD S, ADAMS, Y ~ o .o / 0 1 N ~ N o ~ Pf1ASE LINE - NO INCLUD D o, o0 P.E. - (979) 693-5359 X61, c ~ I Ti1(S P OJECT N cR ~roRl~osuBOlwsoN D o ' C'r Q 1 ~ ) CONSTRUCTION / N L 2 ®LOCK 1 a a \ \ III N ~ N VOL. 8 PG. 255 3. ;LANDSCAPING REQUIREMENTS ARE BASED FROM ° ~ .LIMITS NN w \ ~ (rl ~ ~ THE DESIGNATED DEVELOPMENT AREA ;AND ~ W o STREETSCAPING ALDNG JAMES EARL RUDDER FREEWAY. w o m d ~ N N o ~ (95,173 SQ. FT. ~ \ 1 1 o • ~ oa , n.. ~ o_ o Q °0 1 ~ a , a ~ ~ ~ --I r ~ • ~ ~ N = u : m i; n m I ~ ~ 6 - c?~~ w m o . 1'410 ~ 1 1 NOW OR fO w ~ w ~ ti.i ~ Z Y - NOW OR FORMERLY \ ` ~ REGENCY PAR', v ~ ~ ` 5.05 ACRE ~ 1 REGENCY PARKWAY INC. j ~ Q Z 3 W 5.05 ACRE TRACT N ~ U ~ ~ _ ea /rr"~, , , VOL 1219 ! ~ 6 1~t~1 ~ 10~ 1 VOL 1219 PG. 280 ~ ~ V7 ~ 0 V ~ , ~ U, i 2~ G~ \ ~o~® 4~, ' , m © S S 2. U1 I- F I- W Q ,n a ~ _ ~ _ o _ _ , O _ ~ ✓ ~ ~ / z ~ -n ; : \ ~ i ~ ~ , ' m m ~ OU' ~W i , ~ s ' ~ HIGH BANK Y ~ ~ ~ ~ ~ ~ a ~ , z. s ~ ~ ~ ~a ~ a -C ~ . .n 1 z o , ~ ~b 6g :,F~~~~ _ p o~ 1nn ~ ZC~ ~ ~S ~ 3 Stor ul~es 7g !eS ~ ~ N ~ ~ Room ~ 6 s ~ Y (!1 N N ~ , ~~6 Su,te ~ ~ P •9SS s ~ o , F, , Q, o iro p o N a 264. o m a, ~ SO c V T' N p , a o 4 N ~ p ~ ~ o Q ~ o o ~ ~ a na ~lon / N \ ro~ a S~ pp, ~d ~ 2 p~a~ v ~ ° 1Yp 2~0 N ~ o " 6' ~ ° A-7601' ` ~ oo ~ a6°o.: ~ Q o \ 63i o 2 _ ~O~* a _ r= J o D O p b O ~ NOW OR fORMERLY 1 t`, GREENSWORLO SUBD111SON a ,a_ I I VOL. 2478 PG. 2 5 6 5 1 1 I9_ S •S: ND GAPING NOTE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH- THE CITY OF COLLEGE STATION STANDARD DETAILS & SPECiFICATiONS FOR LANDSCAPING TREE ~ - PLANTING & EXECUTION. 2. ANY ADJACENT PROPERTY. AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL. BE RETURNED SCALE: 1" = 40' TO THEIR EXISTING CONDITIONS OR BETTER. 3. 'ALL CONSTRUCTION DEBRI5 SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO FILLING AND PLANTING INCLUDING CONCRETE ASPHALT i OR LIMESTONE_BASE MATERIAL. _ _ _ - _ 4. ANY AREA ON THE .SITE NOT PAVED .IMPROVED OR LRNOSCAPED SHALL BE :COVERED IN PERENNIAL TURF GRASS: 5. THE, CROWN OF ALL PLANTS S ALL H BE SLIGHTLY D E SCHEDULE T HIGHER, .AFTER SETTLING, .THAN ADJACENT SOIL. N0. OF BOTANICAL SYMBOL SIZE COMMON 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTS N AME NAME REMOVING OR ADDING TOP SOIL AS NEEDED FOR THE INCLUSION OF THE SOIL .AMENDMENTS AS NEEDED IN „ . 3.5 OR 'MORE QUERCUS LIVE PI .THE ..PREPARED GROUND COVER BEDS. NOTE. 1 CALIPER ViRGINIANA ' DAK AP 7. ALL- GROUND COVERS ARE TO BE ALIGNED W ALL DISTURBED 2.1" To 3.4" STRAIGHT EVEN ROWS AND TRIANGULARLY SPACED AT EARTH MUST BE 100 PISTACIA CHINESE PI 14 CALIPER .THE SPACING SHOWN ON THE PLANT LIST. COVERED WITH ESTABLISHED GRASS OR CHINENSIS PISTACHE Ar` G ROUNDCOVER PRIOR TO C.O. " " 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; 2.1 TO 3.4 EHRETIA SANDPAPER 'PI HOSE AND GUY WIRES OVERLAPPED. 5 CALIPER A NACUA TREE AD OTES: 9. COVER >AREAS TO BE PLANTED -WITH 3" APP " ROVED r; " 1. IRRIGATION SYSTEM SHALL BE INSTALLED BY 1.25 (MIN) LAGERSTROEMIA CREPE Pf ORGANIC MATTER, 1 P1NE -BARK MULCH, AND 25 ...MYRTLE Oh LICENSED IRRIGATOR. CALIPER INDICA 15-5-10 fERTiL1ZER AT THE RATE OF 15 LBS./100 sQFT. of aED AREA. SYMBOL & LINE LEGEND " 2. IRRIGATION SYSTEM MUST BE PROTECTED BY 1.25. (MIN) PYRUS .BRADFORD PI ~ CALIPER C EITHER A PRESSURE VACUUM BREAKER OR A REDUCED ALLERYANA PEAR Oh 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY WOOD PRIVACY FENCE _,~»W_ PRESSURE PRINCIPAL BACK. FLOW DEVICE AS MEASURES TO ENSURE THAT ALL DISTURBED .AREAS WATER LINE INSTALLED PER CITY " PI ~ ~ ORDINANCE 2394.. 1 1.25 (MIN). MYRICA WAX ARE STABILIZED: THESE AREAS SHALL BE SEEDED, SEWER LINE / 7 Oh ccoTU t~cn n~ln wA•rcecn Tn C[~TAeI 1[+LI A enl In CALIPER CFRIFFRA MYRTLE I L-[Nliwz-"LJ, P%1-41J VYJ-Nlg;.r%F-LJ IV I;.QIMDLIQn M QULIU 1:30 LIGHT POLE W/FIXTURE . AL BACK FLOW DEVICES MUST BE INSTALLED AND GROUND COVER WITHIN 30 DAYS OF COMPLETION OR ®wrn WATER METER TESTED UPON INSTALLATION PER CITY ORDINANCE IF ACTIVITY CEASES FOR MORE THAN 14 DAYS. ILEX YTREE I` rAUPON PROPOSED TOTAL LANDSCAPE POINTS REQUIRED = 5,171 2394. 6 1.25„ (MIN) ®w GATE VALVE VOMITORIA TREE 4P SEEDING FOR EROSION CONTROL SHALL BE IN CALIPER TREE ON-CANOPY FEMALE 0 40 240 TOTAL LANDSCAPE POINTS ' PROVIDE 6.07 0 N ~ o ACCORDANCE TO SPECIFICATION NO. 709 SEEDING" OF 4. 4" PVC SCH 40 SLEEVING S TREE N ( ) HALL BE REQUIRED THE CITY OF COLLEGESTATION STANDARD - FH FIRE HYDRANT AS SHOWN OR DIRECTED BY THE IRRIGATOR AND 92 RAPHIOLEPIS INDIAN P SPECIFICATIONS FOR STREET CONSTRUCTION. BUILDING SETBACK LINE 5 GALLON INDICA SHALL EXTEND 5 .:BEYOND ALL PAVEMENT. HAWTHORN INDIAN PROPOSED MIN. HEIGHT 92 10 920 CANOPY REQUIREMENTS: ~cy) 9WTHORN SHRUB 3 C MINIMUM 507. CANOPY TREES: (5,171 x 507.) = 2,586 pnts, W' PROPERTY & PHASE LINE 10. SEE MISCELLANEOUS DETAIL SHEETS FOR FIRE LANE 5. THE IRRIGATION SYSTEM SHALL BE APPROVED BY JUNIPERUS SEAGREEN P EAGREEN PROPOSED FRONTAGE' TREES. PROVIDED = 3~ps ~ ~ PLANTING DETAILS. _ _ _ _ _ _ 20 5 GALLON EASEMENT LINE THE CITY PRIOR TO ISSUANCE OF C.O. CHINENSIS JUNIPER JUNIPER SHRUB FEMALE 0 10 200 349 L.F./25) = 14 TREES REQUIRED PROVIDED 16 CANOPY TREES SHEET 11 OF 12 I/F\ X:\70013518 • HAMPTON INN\351015_F.dwg, 0917317003 09:49:44 AM, HP OeIgnlet 500.pc3, lq n4 11 e _ri i i j \ ~ ~ i \ , \ i I \ ~ ' \ UTIUTYTAPt~GQdD \ ~ ~ i 1 ~ , ~ \ I ~ ~ ~ ; ~ANI~ARYSE9NER ~ ~ ....,~4', ( SNEEt NUMBER \ Nsmoo~od•w ~ 55.00' ~ ~ ~ ~ ~ \ i \ ~ , , r i , i \ ~ FILE. NUMBER ' . ~ ~ 2" WATER/IRRIGATION ~ ~ \ i, \ ~ ' ~ ooo~~~-518 \ ~ ^M~ ~i T-~~.~:~1 r~ THIS DRAWING IS THE PROPERTY OF \ ` E~.~~+a~~ MUNICIPAL DEVELOPMENT GROUP AND ~ \ ' ' _ ' ' NOW OR FORMERLY MAY NOT 8E REPRODUCED OR USED IN 1 ,1 D 3D 6D WHOLE OR IN PART' WITHOUT CONSENT ~ ~ ot$ \ ~ \ BURT WHE[LER, INC. - ----W---- - OF MUNICIPAL DEVELOPMENT GROUP, q G ~ \ 130.95! ACRE PERPt~UN. nccESS Enso,~QrT V0L.'1D8~ PG. 145 \ G . ~ FROM: M.D. WHEELER, ITD. T0: REGENCY PARKING, INC. i © REQUIRED sCALE.• 1"= .~D' THIS DRAWING IS COPYRIGHTED AS i , ~ {1, OF THE PROJECT,DATE. ~I A ~ ~ °on'r o: N zooo ZONE R-1 ~ ~ (BY SEPARATE IN i oN FlLE wRH cnr) ! HIGH BAN K - \ \ ~ ~ 1 ~ PROPERTY LINE 1 r i~i~ ,100 YR. FLt]OD PAIN ~ . r~ ° \ N N ~ ~ ~ \ zfP ~ e O p \o G lg~. ~ \ $ \ \ uil~~~' S~a+~ ' o ~ ~in~ ~ ~ Nera~~sa'E ,a . N ~ ~ a= o ~ o 0 1 1 ° \ PhASE LINE -NOT INC UDEC N L 1 ~ \ ~ .Q: , \ IN TI11S PROJECT 1 \ ~ G \ I - \ ~ i PROPOSED ~ ~ \ \ 1 ~ \ FIRE HYDRANT C~ ~ \ N 1 \ ~ s ~ ~ \ cs ~ , G \ \ 15' P.U.Q. • _ _ _ _ ~ _ o - - _ ~ _ o _ ~ ~ _ _ _ _ BY 'SEPARATE... ~ ~ N~ t v \ T ~ INSTRUMEN ~ v PROPOSED v ~ v ~ ~ - i FIRE HYDRANT a G ~ , _ ~ v I ~ ~ 1 1~2 ~ i o ~ ~ p ~ IRRIGAT ~ N ~ ~ ~MESTlC MET i r.. 't METER vE• P POSED ~ ~ ~ ~ , ~ ~G / WA ER LINE A ~ ~ ~ ~ i~ e ~ / ~ can ~ , F,r L ~ R-14 ~ C90 D 2~ C ~ ~ ,,j , ~ ~ ~ ~ ~ 1 O G ZZI , ~ , U ~ ~ O ~ S ~ o 0 ~ ~ o~cr ~ , ~ a -r1 1 1 ~ 1 1 ~ z o o m ~ ` ~ ~ , p ~ ~ ~ 1~ T'~ a ~ ~ ~ ~ ~ i, SANITARY SEWER Ba ~ ~ ~ CONNEOTION AT ~ BUILDING (LOCATION 1 _ ~ TO BE JETERMINED~ - - _I ~ _ . - _ _ _ - BY PLUMBING G ~ ,,~a ~ ~ CONTRACTOR) mp~o. n EXISTING ~ n F 1 a n ~ n 18 WATER LINE ~o PROPOSED 20 P.U.E. .,3 ~ BY SEPARATE INSTRUMENT ~ ~ ~Sto i9 r ,~-y ?r, Y OTHERS Ro In o 1'' ~ V / a ~ ~ ms E, 7 N r 7C. (1 ~ 1 ~ . 9 1 ~ F.D.C. ~ F S .F ~ ~ 1 BUILDING 2 E i~ N ~ BY OTHERS ~ ~ ~ 4 0 ~ a ~ ~ ~ ~ ~ Q ~ , I~ O O a Q o . ,.2~ D , morel ~e~p~ , ,one S ~i C F ~ 2 ! °N~ r i ~ 20 P.U.E. o~ / E ` ~ 1 N i / ,o h . x,81•°' ea , ~ Z v R ■ T~~ ~ A ■ 76.02. ` c~ PROPOSED ao. ®r~~.9'66•~W ~ ~ ~ ,,~w FIRE HY NT _ _ - - - _ _ _ ~ _ _ ~ - - CITY OF COLLEGE ,STATION _ C--- - _ - - _ _ - SANITARY SEWER EASEMENT I N , ~ VOL. 399, PG. 107 o o (TO BE ABANDONED) o ~ 15 P.U.E. BY SEPARATE Now oR PROPOSED 8 GRATING OVER INSTRUMENT GREEN5W0R1 4.00 ! WATER LINE B PH, 4 X 5 DROP ~ ~ 0 R-14 voL.24, cga D STRUCTURE BOX ~ ZON w~ r Q ° FFFFFF I oz i r r t: - • - w FFrFFr 36"~ , ~ > rrr ~ rrrFFF o ~ r r `I , PROPRIETARY EARTH scA~E: ~ = 30 NTION SYSTEM BETE 4 BARS SEE SHEETS 12 O.C.E.W. 9. v, C8 AND C SIDE WALLS wz d. ~ ® . ~ NOTE. oQ I w~ oQ W> ALL DISTURBED EARTH MUST BE 100 WY Z W COVERED WITH .ESTABLISHED GRASS OR ~w a~ GROUNDCOVER PRIOR TO C.O. U rt0} F- , 0 ND B.O.C. RADIUS ~ SYMB L ~C LINE LEGE 4 BARS 6 O.C•E.W• A ~ J ~ WOOD PRIVACY FENCE 6" TYP. 32.50 4 00 TOP & BOTTOM SLAB' s°w- .WATER LINE - B 32.50' K 4.00' ~ , ss• - SEWER LINE C L ❑o EARTH TYPICAL CONCRETE HEADWALL 32.50 4.00 LIGHT. POLE W/FIXTURE ~~XTURE FIRE LANE GUKBS Aft IU UL FAINItU KEU. rUt IKt UAKUTA, UIIY UrUULLFUt 51AIIUN, WAIFN & StWEK UIVISIUN: Lj o SEE DETAIL SHEET C7' FOR FIRE LANE SIGN (979)764-3435 ~ M REINFORCEMENTS WITH QISSIPATOR BLOCK D 2.00' M 32.50' S IM METER & MARKING DETAIL. JIMMIE HAWLEY, VERIZON: (979) 821-4724 ~ W to to ~ ®GV GATE VALVE E 32.50' N 4.00' cw lUTILITY DEMAND ONCOR GAS LOCAL: (979)1775-8416 i po ss MANHOLE F 14.50' FH ONCOR GAS COMPANY LINE LOCATION: (800) 344-8377 C5 32.50' ~ ~ FIRE HYDRANT G 2.50 Q 45.00 BUILDING SETBACK LINE PROPERTY & PHASE LINE DROP STRUCTURE AT RETAINING WALL H 32.50' FIRE LANE SCALE: NTS EASEMENT LINE X:\7=2518 -HAMPTON INN13518.51TE PLAN_F.dwg,09118RW306:20:44 AM, HP beslgNet500.p:3, 1:1 _ i .7'.lv.!,Af aAr~''S' ~ Yr . Rn 7... 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N h t`t~'. ~ 4 44. zt,! ~'~1i`r , d~'\ ~e... :ss~!'~S'.... rSY~e.: p'1U i `~~"`Y.. ~!."~r'ti ~y, TNh■262.50 ~ r 253 •SLw, t ~ w a .1 ' . 5~r' , ~IcC ~ 735. • ~ ° _ t' ~ ' k . ? ~ ) ..w ~ 1~ o T •"r Zy 737 ,pC ` ,.+3; ' $^•'k r . . ~ . , T r,~ ~N . - ~ ~ ~ r,. ~ . Y~ \ V. -'~:Y"iM..' ~•fl •4 .,p ~'F: ~.y{,. I- 1'. ~:'S yt,5 ~•'T . .p_ Y ` ~I1: ry fQ a 6° r ,1i ~ ,y~„ u,X 7;y S w' :~{<:.r / N N 87°02'30 E 59.54 S3?ON '.1~, i- ~ . ~ ; •1 ~ i# 5 11(F. ~r.:~r t r' , r 'iil .,i j T RETAINING WALL JOINT SEE DETAIL PROVIDED J~ ~ L BY COMPREHENSIVE ENGINEERING ONS .,s j . ~ ' + ' ~ ' 'r ' ~ saun ~Tyi. ,r ~ ~ a~,~:~ is 1~5 ,1Y«, 'p1`'l~• h.. r ~ 1: 'v.` i 4:4' ::.MPS 1: H•.~' \''ir.:. '2 .~1 1 i •f~ y~;~~~r.~_1 ~1 .rK L,l~ eiJ~f , fir''; ~ i A5 }!iY~. A: •'e ,E.'~' ~~$y4h eti.Y: 'E:eriO~.,td ~,'Y~ ~ ~ X1':1 d;, `hi t ~t , t. ~'''ib ~ ' S!C• ~:.t5 n. ~ I . , p:u .j~ k?.ir, r"". 'x~?Q~~~ F', §:y. d;~;u`Y59rt Weir u a .r r:, .4 'ii~'.~~ rt :5 . 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BC=263.56 ''n _ r,.:,;. ~ ,a ~,tr v~, .,.~!1.-- - BC=263.36 '~Y►b2G'fSD' v - ac rr,ar. ~ c„ 1 i.~.;. ' L BC =26 93 .fit r "''`i,~~~h~~ ,:t. = BC=263.03 63.91 i, BC 2 _ r 2s4 BC=263.05 ; - :T:t?E, 'z~~ -w ~ ~,~it ? of "r~ ' 461 - r,,, a~~ BC=263.92:: ' BC=264.10 , S ^ ° SQ F i . BC=264.00 ~s, ? _ ?II • BC-264.44 26~ ;G,, ~ `J _ 1 BC=26.4.8. BC=264.22 s~: RETAINING WALL JOINT SEE DETAIL PROVIDE ~ ; :,x . _ _ _ _ _ _ _ _ ~ -ac-264as- . S~' COMPREH~dSIVE ENt~NEERING''S~,.UT1~3~S ~ . 8C=264.26 ice" 1 - NING PROPOSED RETAI WALL - DES~~NED SY COMPREHENSIVE ~ BC=263.93 EI'~E~!l~EERlNG. SOLU:TIE)NS- 2 • RETAINING WALL DEPTH ~ BC=263,75 ° DETERMINED flY n- w GEOTECHNICAL 01 INVESTIGATION. FlELD ' 1 VERIFY BEARING w MATERIAL AS DEFlNEQ 8Y GEOTECHNICAL INVESTIGATION DATED o; 1 20056 _ i. w 1 ~taltltFF'T0~t IN1V 1 • l' Q~r 1 • TOE OF RETAINING WALL FOOTING TO NOTE. F4~E©Ih~ GE~FEEHNI~AE REPQF~~S . RECOMMENDATION FOR DEPTH INTO VERY " MATERIAL CONTRACTOR TO STIFF TO HARD 1 FlELD VERIFY ELEVATIONS NOTED ADHERE TO x, GEOTECHNICAL REPORT`S REQUIREMENTS. i C / x. ~3 ;~~T Of G~Or,S'Y~ L7 W! ~ ~D ~.r.»~ ~~a f ~ih P r , 1 F p~y I~ ~1.' ~~r`L ~.r ~OMPLl,~ MAR 2 3 2005 1 ' ti-~,•,:: C1~LLflGE ST~tT'lGtd • GiN~ ~ RING 1 _ ~ /""D = 33°03'51'_ ~ i ~ R =130.00' IRF ~ IRF A = 75.02 ~ ~ • / CHD. - 73.98 1 ~'"~r, ~.5 : ~ (r nrr'K+>,r+ , rW r. ~z- a~ v •+'+'e~k e. t ,•nt' -.1. =261.6&*- 16 ~ 12'5 p,68, . \ FtF 9 " 'Ya .Y•~ 7 l J ,t., .Ib Kl J. w2 f a¢ ~c„~s ~e•ar N ' f i s t Z • ~ r`R ~ ~ ^.Ys BC=262.;R 5 ~ \ e i i4f c,~,yP • `yy. t9~i ~~~'.mN~lp^~i~~> Tl.~yl~r~ „~~a~`w •,,s.~~pl{?!~ x~ t '~:~;:a?::^~:;°F..• 1 Y,,'y~~~~i~Vd~7 ' , tl A ~ ~.ry,~.,.'~ r3 7'! x.h.1 B ~ 4 ~r~'~';~~,,1 ,~°r`"i~}w'^: ;t?S '~~.~'`~„~y~,> y~'~2~la ,~'f'.f~s ~ F :~(>T~_`I}~~~~~', i e d l1 ;'e~k•~` `-s{ w" ~F.~~ti~ 7 .v,+"4"IZ-~ •}j +r+" .'twat d' ~.y,,:i~ NO. IRF Gf1 iN 34 'j ,I~.,7{~„ - F tlI~,I•y 1'~ lR'~~Fh tifUZ ~.i"p.-'vHwV-fit ~~t3t If tttlL ,},P~ 4~.h '1 !005 611 US 4.j. lF.Malt 6 flit:' :I f F M' (e f } t. i! ~FV~r Y 'c.y r4 1 v r a rdZ/a c. rP ,.";1 ~Vt£ t -262 k 7u3 v ~ts+ 1 Tsti w*b~# it f4 C Fxw tS i~~rKa 42 1"ia n, r T. xb ~yj";~ t 7 y..f~fyerli .~(1"4y~ Ffw4~ Muz x~tfJw G.:5 ir~4j, i71J.u rf '41 r sJ3"ri IN' Z!f~y~*e ry f ~n.u ~.vne.r44~i,K r.i*. ~,~.'#•lt a ":c4•$1! 1 r.,k't¢ +:Nt+l'rf~ •'h~lT c -tr _ }r'~{~+M:'w^A r 5 n r` t t h rcr oS .i _~.r~ } , 3h~aM. SHEET NO. r.~•-- D = 44o20 10 ,.PL, . Ir 2< >rl~ t1~i` k~'~~ helTy'~f: ~2FU,+~??,'' ; ik(. f , . P-'*µ' tf tl~' kL 7f~rry}F!#~, AR . }i ~ f~i'ILR'r e~~i~stua.~(r.f~ Q; P i 4,~ XM1 { of cL url , r a C CuFfl IRF PP~ ;J F a.„ vTJt~ a~k}GY'c,~ L._v ulZ !n"ssn CY•t}}k-'' i ~7~ ZgT.9'~ ~xl' ~x9~1 r~r~x,rR a re aihe~T£tr ~ i14 9r~ :r4~~ f~Sa rr~f~Ism" u s2hu1 P ~ Y ~~hYa :y me p Y e n Io} ;t: 2 , :p 4u nk o#r m 9 A I0Q.VO1 O u Y r 1 ~ t uit 4 41r ~k1~+ r CP 2~ n'2 1 i Lt ~aG ~~y NiPy{R1~ C~S~ ~ f zl 9 r >t T? i'Cfy my ~ p p ~y ^r, Y.t r C.B. S62 404411~, YY i3$~a7 p5~ . • ~a ' ~{I.kt J T „y , p 7 y dL1S7 J ,7y ~3C 2 ~ 4"a ~V~~ ~yf}{y t3Ml~S4~ jFya14~ fi tY~JYlFa~I~k~1II4j('f~YF n1 FAX}7~ 1G }`~,~r~'ir rs +++05.,x'--h yG~1 1~+~iy9S n~ru~ f,Fs'-ni r'],p''~' tt+1 ltriuTx1 tt~„~~'`n CHD.~98.10 d~ wt x.. Y, yr ~*~Y,yn iX1 r t~ #~i P?r 4z >ytiis n Ys r i,+k 6 t } 71 ~tMU c 1 fl ~ 1 et41, fF kti ~ef. x~h!°`" ~~t~ ? fi t t.. M1tC~ .*r ifr~ of ,i~kn n~;~ y~rrEA4. ,1^ i<~T" 1^~w YG ~ p}~! y } tf .N} a Z "b a k r v srlrl r, zf k Pr}S ~ d`~rt~r '{s"tkl i~ t~JN~ro''y~f`ykir5~l~ali~, ~ r~.~,ti''u,'(~v >l~ F,, 1 +1ti r ~t 1tif'~l~r~`<isf ~~'~r i f~~E 1}~!a} 1~kQ41~FnG'~ ~tgNrt,Se: ~';Y4f~fr 4w`~6ri nic'1F~u~rt ;,>^~t ~ tom''" ?~i ~`fi "~~~tTe4~r"i tr~l~t~yt~~l ~Y}yrt'~,e-t ~r ~r! ,5.~~' ~~.em ~~..~i #.ri. 1 Y~`a~' s, ~ .h r 'r• 1, ~ ~ rS~, h ~ ~'^i~i4~ ~ ili:}~~, cr~r ,;"rF Y..dvl~a~ ~ v-3 .Sta.°u.. ~.f. s7:.w°l~rs.: >ax: a.~ v.K ..ev; s:.~,..er.,:..;.,;.~ .a;,l y.~.S....,:~.n„n.L;i.r s•.P«..la.a~...~nl s-.d ro ~ / ~ \ ~ \ ~ / ~ _ ~ ~ \ i ~ ~~~w y ~ ~ ~ _ q w d W Oa ~ m ~ c ~ b \ NOW OR FORMERLY 4 pERpENiy ,kC6s FwSEYEM REGENCY PARKWAY INC. O' ~ ~ \ ~ ~*~o,~,~~ ~ ~ 1.186 ACRE TRACT j{3.81 - ~ ~1 \ o~iFo: woo ZONER-1 as ~ i y -F- ~-1 ~ y' ~ I I ~ ~ , ~ 100 YR. FLdO III 111~°0~~ ~ a ~ /I 1~{SIN ~ ~ ~ i ~S~ \\`1~`~1~`~IQ~ ~ aeya° l~\ \ I eurldin~ ~ \ _ \ ~\o\°, 11 11,1 ~ \ • A 2 C \ ~ ~ / ~ ~ / ~ ~~oo .I - ~ 1Im _ \ . _ - _ ~ PROPOSED N o \~~~~~\\N\o1 ~ \ ~ ~ \ ~ FIRE HYDRANT o ~ ~ \ \ `°o~°o~~ as o ~ \ l 15' P.U.E. ~ ~ ~ \\\~~\~\o\\ ~ \ ~ ~ ~-~ANDSC~APE RESERVE BY SEPARATE i~ ~ \~\\\`11\\\` ~~~oo , ; \ ~ ~ C900RDRWE4,B,~ e / ~ D \ C \ \ , \ ~ PROPOSED WSTRUMEN / w P \ ' 6 ~ \ \ l 1v 2,• \2" DOMESTIC METE ~ i~ m ROSED ~ RRIGA METER ~ ~i \ „ ~ ~E~(~T~ ~JDERGROUND W \ ~ P ~~e~O~e 1~ ~ ~ ~ ~~~~TRIC LINE , \ N / / ~r/o \ O `1 k1XI~ ~UNb~RGROUND ~ \ ~ ; e ~0 ~tE\~ E RTIC LINE tO \ \ O o o K P. 6 P C~' \ \ \ / ~ ~~z l ~ ~ \ ^ ~ ~ _ ZONE G2 y ~ p \ 1 `~~~~,r,~~cROUNO ~ ~ F.D.C.~~ x uNes tom. Q C~ ~ `~"1\8~ `~ATERGI_INE a ~c~`\~\ BYBOTH~ERS 1 Ham3tS inn ~ Suit O ~ \\`N1 ` ~ I ~ / I 7'9 Roo t~rie5 es PROPOSED 20' I ~ ~ \~o~~` o ~ Qr ` ~ _ _ I ~ 6, 776 9 ~ Suites .INS RUMEN B BY 0TH RS ~ o ~ / ° ~ 20' P.U.E. 1 \ \ \ \ •a D • _ _ _ \ 2p• ~ ~2 ~ a 6~0 ~ ~ ~ ROPOSED ~ ~ _ Z ~ _ ~ 1\ `N `o _ ~ FIRE MYDR NT- a` e ~ tTi ~ X10\ o~~ \ / ~ o` ` \ \ \ J BY SEPARATE rvow oe FoeMee~v \ \ PROPOSED INSTRUMENT cReENSwoH ~soeoiwsoN 8" WATER LINE "C' von. za~e ac. zss ``1 ` \ \ C900 DR-14 ZONE C-2 1 EXISL PAD MOUNT - TRANSFOMER _ OVERALL SITE PLAN .SCALE: 1" 30' B:O.C. RADIUS SYMBOL & LINE LEGEND - QQ 32.50' Q4.00• -0'-WOOD PRIVACY FENCE -rr YYriIGI~ LIlYG B 32:50' K 4,00' _ JOE MIKE GARCIA, CITY OF COLLEGE STATION, WATER & SEWER DIVISION: X Q N s SEWER LINE FI FIRE LANE CURBS ARE TO BE PAINTED RED. (979)764-3435 c" L6 G 32.50' L 4.00' 3 LIGHT PQ(.E SI SEE DETAIL SHEET C7 FOR FIRE LANE 'SIGN JIMMIE HAWLEY, VERIZON: (979) ,821-4724 ° r~ ®wM WATER METER D 2:00 , M 32.50' & MARKING DETAIL ONCOR GAS LOCAL:, (979) 775-8416 W L ~ (DGM GAS METER E N 32.50' 4.00' ^KlnnD BAC hf11ADAAIV I WE! I nflATInKi. /OAl1\ 2AA _OZ'7~ r 1 ~ ni pMH MANHOLE ' F P 32.50- 14.50' {}FH FIRE HYDRANT T' - - 2.50 Q 45.00 BUILDING 'SETBACK LINE . S. PROPERTY LINE W H 32:50 FIRE LANE` IF EASEMENT LINE P k170g,3;1fl- HAMPMN 1W4\3518SP b.d,,g, 0'I111200310:1ZHO A+y%lDGSEERVLR,HP Design)et500, 1:1 - / - i~ u U ~ CO NOW OR FORMERLY i W ~ O`~ 4 PERPETUAI. access EASEMENT REGENCY PARKWAY INC. p \ \ PROM: M.o. WHEEIFR Lm, 1.186 ACRE TRACT 3,81 I ~ CURB INLET, GRATE INLET ~ / TO REGENCY PARKINb, INC. \ 0,14 / . OR JUNCTION BOX ; i' , ~A . z~ ZONE R-1 ~ / Bt' SEPARATE INSTR / / ~ ~ ~ ~ ON FlLE WITH CfIY) r \ / ~ ~ \ 100 YR. FL OD P ..SHEET NUMBER ~G ' n \ ~ ~ / EXI . 1 R... 1 N ~ ~ ~ N i 0` •p ~ FILE NUMBER I o~ o O o . ~ 000~5~-35 ~ $ X00 ° O ° ~ N ~ ~ ~ ~ ~ i ~ I 5 ~ THIS DRAWING'1S THE PROPERTY OF MUNICIPAL DEVELOPMENT-GROUP AND N N ~ ~ Ulf . ~ . d~ MAY NOT BE REPRODUCED OR USED IN N m ~ a 1 ~h~ ~ • o ~ NCO` ° b \ ln~ PEA GRAVEL FILLED GEOTEXTILE o 3® ...WHOLE OR IN PART: WITHOUT CONSENT d J ~ ~ ~ N W o o 2 BAGS, MINIMUM 6 HEIGHT & LAID f--!-~'-.~._ of MuNICIPA~ DEVELOPMENT CROUP. END TO END OR APPROVED EQUAL ~ N° o N 'o 1' L o ° .76 Pt1ASE LINE - NO~NCLU D a` o ~~E:~ 1 - 30 THIS DRAWING IS COPYRIGHTED AS 0 0 ~ N • ~ OF THE PROJECT DATE. ~s ~ 1'1 ~ I TI115 PROJECT 1,~ N `o ~ 0~ ~ ~ 1 1 1 1 / v TF: o N ~ ~ ~ N • ~ \ ~ 2~p6 . FOR INTERIM PERIODS OF CONSTRUCTION, a N , \ ~ 263, 1 ' • (n N, W ~ ~ ~ ~ ~ i o ~ SILT FENCE PLACED COMPLETELY AROUND M ~ N N o ` ~ lh ~ SIFT F ICE °o~ 1 ~ ~ G > > o a~ A DRAINAGE STRUCTURE IS RECOMMENDED. o ~ ~ TYPICA 24 ,2rC63.61 263.51 63.M ~ ° ° TC g 63,81 ° , 263,11 62.94 LANDS APE RESERVE . / rp ~a61 3,31 ~ r ~ ~ ~ ~ 12'x1 DUMPSTER I 1 ~ ~ ® 261.99 262,80 t r .70 ~ ~ ~ rn 12x14 ORAGE i ~ ~ ~ 262.61 ~ 0 ~ ® ~ Q~ ~ ~ ~ ~ ~a 63. ~ , , Fire 2.4~ ~ ~ 1 ~ ® Z v 0 2.3~. I ~ ~ ® ~ ~ ~ v., ~ P ~ 1.~2 ~ ~ ~ ® ~ pq° e ~ 264.13 ~ ~ e1a~ ~ 2 , ° 1 tC 4 a, Tc ~ , `r i. ~ ~ ~ 263.Sf 263.96 6.32 \ ~a4b TC 3,82 264,44 TP !r I OERGROUND ~ 63.ao ~ ~ ~ S~ S IC LINE ~ ~ 2~, z sa lr \ 0- ~ ~ e 1 ~ Q t~ ~ ~ ~ ~0 ~ 2642 ne , N GROUND ~ 1 ~ 'O r O ` 64,39. t~ 'd ni , 263. ~ / E 0 TIC LINE ~ _ 6429 ~P o 0 263.68 1 l/ 0 N ~ 264 , p 0 2 79 w ~ ~ lU 5w 263. S~,\ ,34 ' TAP 4 , ~ 4,39 ~ Y , p ~ 6 ° 2 A# v ~ 6382 642 / 4,10 26432 63 9 - 263,78 ~ \ TP ` ` rc ~P ~ sw / ~ N ~ , ~ ~ 2642 ~ \ i ~ o ~ 1 ~ ~ ~ ZONE C-2 ~~a77 r n / ~ ' V , O 1 264,3 \ ~ -C ~ , ~ , 17 V ~ 426 "1 ` 026434 264.29 3.79 \ ~ .76 ~ 3b4 64. ~ ~ / 9l ~ ' / 6 41 ~ / EIT EGRO '0~ ! 64.97 ~ L H E LINES ~ \ ~ , 64.47 m 264,87 ~ pion S T~ 1n O / 264.37 ~ C " 0 ~ 64,97 ~ ~ ~.J 3.67 ' t 1~ , s1 1 T s1. U1tes TP 26' ~ 35 X4.47 ~9 orieS ` 264,8 8g64,3 QQ 1 TP 4,37 / n1S c~, C~ ~ ~ , ~ SU N 63.7 7~ I teS - i Q ..i ~ ~ ~5 322 ~ J ~ • Q. F 1 © ~ 3.69 In o ° 63b6 ~ ~ 4' S N ~ 0 Vr O O ~ 316 f ' 1 Q` Q p ` 2 264,41 ~ ' a64. sw N ~ 63, 63.61 v S J C~ ~ 2 a14 4,30 ,~~p]1 i 65 0 6 ~ ~ 26a5 3.35 / ~ 3.11 62.94 3.05 / Sw 20 P.U.E. Bas ~ fi ~ tre! / 264. A9 ar - phe 0 i~ ~ ~ ~ ~ ~'~Ce1 ~ ~ ~ ~ (SF~ 0 _ _ _ . r _ Q~ 37 6a49 °!o r® -111.,. p'~ ~ 7 a~ o i .i _ N ~ ~ _ ~ ~ .7 ~ ~ -c~ ~ r ~ M_ L 5 2J6 Q ~O tf4 ~ ~ V'~rr~ J 22 g~ TP N o ~ N cr ~ ~ ~ W° ° ~ 3.59 O O NOW OR FORMERLY i SILT I E I V l~ E GREENSWORLD SUBDIVISON ' PHASE II ' ~ VOL. 2478 PG. 255 ' ZONE C-2 ' ~ 1 EXIST. PAD MOUNT TRANSFOMER 1 I, i' , ~ Y ro ~ - SCALE: 1 = 30 i L+ Y~ Y r _ _ - _ _ _ f. r OS COUNTY TEXAS 1, ACCORDING .TO THE fL00D INSURANCE RATE MAP FOR BRAZ , AND INCORP RATED AREAS COMMUNITY N0. 480083, PANEL., N0: 0142 C, EFFECTIVE Q 9 .THE-OUTPUT DATA FOR THE. FLOOD INSURANCE STUDY DATED DATE: JULY 2, 19 2 JULY 2, 1992, INDICATES THAT I:OT 1, 3.00 ACRES, WAS REMOVED FROM. THE WITH A' LOMR-F WHIOH IS ON FILE AT THE-CITY ENGINEER'S OFFICE. EROSION CONTROL NOTES FLOODPLAIN ' L AKE A V{SUAL INSPECTION OF ALL SILTATION 1, THE SITE SUPERINTENDENT, OR HIS REPRESENTATIVE, SHA L M Y BASIS• ESPECIALLY. AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ANO NEWLY STABILIZED AREAS ON A DAIL , INIMUM OF N NY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A M CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONI G. A t 1,OQ~ S OPE SO' THAT NO PONDING OCCURS. THE END OF THE WORK DAY, INCLUDING RE-SEEDING AND MULCHING OR RE-SODDING IF NECESSARY. L IfN M BUILDING AS-SOON AS PRACTICAL AFTER THE AREA HAS BEEN. 2 UNLESS..QTHERWISE SPECIFIED: UNPAVED AREAS.. SHALL DRAIN AWAY FRO 2. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED " WER THAN NT'TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT. LEVEL REACHES 25% A~' A MINIMUM SLOPE OF 1.00 OR SO THAT THE PERIMETER CURB IS 6 LO DISTURBED: ALL SEDIME FINISH FLOOR- CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL THE { NT RAPPING DEVICES SHALL CONTROL ALL STORM 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 1-1/2 BELOW THE 3. SEDIMENT FENCE, HAY BALE BARRIERS,. OR OTHER SEDIME T i i y WATER LEAVING THE SITE. ALL FILL OR CUT AREAS SHALL BE HYDRO-MULCHED OR .SODDED, REAS 4 BELOW.. TOP 0F' CONCRETE AND 1N LANDSCAPING A , u. i n R T L STORM DRAIN INLETS ONCE I A CURBS :ARE RAISED 6 . 4. SILTATION CONTROL, (AS SHOWN ON THE DETAIL SHEETS), Will BE P OVIDED A A L 4. UNLESS OTHERWISE SPECIE ED LL • j THEY ARE ABLE TO CONVEY WATER. THE SILTATION CONTROL WILL BE REMOVED ONCE THE SITE HAS BEEN ey ~ TA i IZ D AND BEFORE THE ROAD iS OPEN TO THE PUBLIC. 5.' PAVEMENT SLOPES SHOWN ARE FOR THE FLOWLINE OF PAVEMENT WHEN PAVEMENT. S B L E SYMBOL 8c LINE LEGEND AND- TOP OF .CURB DIFFER.. IN ALL OTHER CASES; THE TOP OF CURB & GUTTER 5. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (N01) WITH THE APPROPRIATE STATE AGENCY FLOWLINES ARE AT PARALLEL SLOPES. SAID NOI MUST BE FILED TWO DAYS BEFORE CONSTRUCTION -0- WOOD PRIVACY FENCE IN ORDER TO COMPLY WITH TCEQ REGULATIONS A1. "vrnrrATil1A, cuA1 1 or ocurnirn Agin ruc rno a" nG ma cnu cues I RF BEGINS. -w- WATER LINE Q. NI-1. VLAOLAMIIViv JIInt.L- uL- I\LIvI\!vw nivu 111L- ivi v vl IW. aW.~ tLVY1 F Mir VdLV vo. ~u1 coefficient(d)= 8.5 o 1 PAVEMENT. -S SEWER LINE STRIPPED FROM THE AREAS COVERED BY THE P 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT. LIGHT POLE 7 7. ANY FILL SOIL SHALL BE SANDY CLAY HAVING A MINIMUM PLASTICITY INDEX OF 15 ®Wm WATER METER TP = 264.00 TOP OF PAVEMENT 50 YEAR FREQUENCY CONSTANTS 7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN AND SHALL BE FREE FROM TRASH, ORGANIC MATTER OR OTHER FOREIGN MATTER. FILL (DGm GAS METER 1 TC = 264.00 TOP OF CURB Coefficient (e) _ 0.745 Rainfall Intensity (166) = 11.146 n~, U N 0) CD SHALL BE PLACED IN SIX INCH LIFTS WITH EACH LIFT WETTED OR DRIED TO A MOISTURE STABILIZED AND SOD OR MULCH IN PLANTED AREAS HAS TAKEN ROOT, Coefficient (b) _ 9$ se = 3.90 7 cis `may` CONTENT 3.0% ABOVE THE OPTIMUM MOISTURE CONTENT AND ',COMPACTED TO A UNIFORM ©MH MANHOLE SW = 264A0 TOP OF WALK Coefficient (d)= 0.5 W 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE <>FH FIRE HYDRANT STANDARD PROCTOR DENSITY OF 95.07 OF THE. MAXIMUM DENSITY AS DETERMINED BY LINE ASTM D698. STABILIZED. THESE AREAS SHALL BE SEEDED, FERTILIZED, AND° WATERED TO " ESTABLISH A SOLID GROUND COVER - - - BUILDING SETBACK LINE 1 WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY CEASES.. FOR MORE THAN14 DAYS SEEDING FOR EROSION PROPERTY LINE TG = 264.00 TOP OF GROUND 100 YEAR FREQUENCY CONSTANTS ~ d ~ 8. , IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR. SHALL STABILIZE. CONTROL. SHALL BE IN ACCORDANCE TO SPECIFICATION NO. 709. "SEEDING' OF THE CITY OF COLLEGE STATION FIRE LANE F Coefficient (e) = 0 73 Rainfall Intensity (1100) ° 11.639~r FL = 264.00 FLOWLINE Coefficient (b)_ 96 Q~~a 4.079.cfs SATURATED AREAS WITH CEMENT SLURRY OR FLY ASH, STANDARD SPECIFICATIONS FOR STREET CONSTRUCTION: - EASEMENT LINE . Coefficient (dl= e SHEET 4 OF . 10 i, ~k.. ~I rv . - ' ~ V1 ~ 1 x, SHEET NUMBER ~ FILE '.NUMBER r . , r 000756-=3518 . ~ ~ r # STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO KEEP ~ ~ ° ' ~ ~ , ~ ~ ~ THIS DRAWING IS'THE PROPERTY OF FROM SLIPPING ' ~ ~,i ~ ~ MUNICIPAL DEVELOPMENT GROUP AND i ,:..r 12 GAUGE GAL WIRE ~ ; p~ ] ~ MAY NOT BE REPRODUCED ~OR USED iN ~ ~ pu~~,~ WHOLE OR IN PART WITHOUT CONSENT ENCASED IN 1" DIA. OF MUNICIPAL .DEVELOPMENT GROUP, RUBBER HOSE, s{'^° THIS DRAWING IS COPYRIGHTED AS (2) 2"x2°x8' PINE OF THE PROJECT DATE. STAKES OR METAL m; "T' POSTS ~ O • PLA T SO THAT TOP OF ROOT ~ 1 ~ N BA IS E EN WITH THE ~~k?. ~1~' ! ~ _ ~ O Ll. V f 3 X L DIA, ' FINISHED GRADE L ~ ~ k, q~, }i.. ~ , r r tl ~,'k~ FORM TREE WELL 2 ULC ~ , IN M /GMT ~ a. v { ~ r , 4..+ f~dd Q Y~ ~ ~ ~ ~i, ~w c .SPECIFIED PLANTING MIX . , t. ~ ~ 1 f WATER & TAMP TO . ` "UNDISTURBED ,a.~ ~ REMOVE AIR POCKETS SOiI ' , ~F ,a c 1 Y _s.i ~Z 7 I 4~ W i - ' a E ~i ~Y. ,r~ a)~;' I i e~yrt'~ ~ R ..MOVE EXk T, SOD SREAK SOIL FERTILIZER " E S ~ ' TABLETS I ~ r TO 8~ pEPTH yam, ~ ~ t~~~ .may. ~ /Y 6 v 1~ f~-;~_ _;.~Y ~a" e" Y-- tau ~ ~ /Qyy~~ J 4 • ~ ~ (0 N,T,S, t~ r I. 1. ~ r / ztip f~; 4 =a V""' ~ ~ it ~ a` C t... ~,~r r.V"~ - - - - W. k ~ [i w 3.., ' 1.- , ~ 'i~'~ ,w _ ~ ~?y, , ~ REMOVE ALL ~ s, n. ~ ` ~~r . ~_a LABELS ~q ~ ~c~ ~y~, - n~ P+~ „ ` ~ ~ i'.d. ti4~.k-~ ~H. p 6 w ~ ~ r Y, r r 1 eau . - 4^ r ~r ~ ~ p.. BARK MULCH AS SPECIFIED ~ ,^,1 r ;t. ~ . , (2.. MIN. DEPTH) ' _ ~4s~i ~ ~ ~ U~~` ~ t~-~ ~z" C f FINISH GRADE , ~A ~ a - , , • ' _ ~ , I ~ °n~ . ~ . J ;rtY,.~' 3 , ! ' , r ~ <<~ ~k~ . ~ ~"y'"~' ' F. t ~ '~4 a r wa ~ 4 1 ~ , 6 ~ ~ ~ ~ , ~ 11 -PLANT HOLE TO BE A ~ ,tr,''..~u . ~ ~ ` tP14. . MINIMUM OF 6" LARGER ` ~ ~ ~ 'a''t t ,k . ON AlL SIDES OF THE BALL 4~ ± I ~ t P r , ~ ~ k ~ ~ . REMOVE CONTAINER AND' , • h ` PRUNE ANY CIRCLING ROOT ~ ~ . ~4 w ~ ~ PLANTING MIX rr N N.T.S. - ~ _ ~ WIDTH VARIES; 4' OR 6' AS PER PLAN VIEW d f~' , ~ rY' o ' w r - - W i+ r W t, (,~.a ~ U 9 ~ 0' a w o ° ~ 2" THI K PINE BARK P~IULCH FINISH GRADE . 1I8"x4" STEEL EDGING (GREEN R ALL SIDES OF PLANTER COLO ) IF AGAINST A CURB, INSTALL MINIMUM OF 6"NEW TOPS BEDS EDGING AT LEAST 3 ABOVE TOP OIL OF CURB N.TS. ' M N X -j y 1 ~Na EW" O ~I U M N CY) cl- L~ SHEET . 10 OF 10 g jec>;l]tl013518 • HAMFI4NINN135181sd_b,dwg, 07/188083 01:37.38 PM; 1Md6sei4alHP DskyAet580, 11Mdgsmc,r,Pro _ _ - 'a_.,_~ _ _ , E ~ - . - TOE OF RETAINING WALL TO ~ ~ - BE PLACED ON.'PROPERTY APPROXIMATE LIMITS OF LINE. Q 100-YEAR FLOOD PLAIN ' LIS'~ a . 153 _ . 252 257" 251 F - 2~0 2.. z49 2 9 749 298 249 297 ( 146 TW=284.00 - ; zs 2 TOP BANK :299 2 , TW=263.00 ~ z\3 - 2~a r2 a. BASE QF RETALNING WALL , z92 AND PROPERTY ,LINE 229 TW=284.00 t TOE=238.00 - TW=28t.5B f jf-r ~ ~xC1r p F ~{L.;.~ ~.7A3 ~S3G3E7.~0. 2,43':- ~ I..,r:t7.~ .248 m. _ TOE ~38.QO - yr~ 2 2,7.00 ~ ,.~~r 6 z~ ~ M. Q ~ v _ 2a7 ~ 3~ ,I' Za1 U t ~ - ,3 5 t p sus - -vy y°QO ~ ~ s kr S ~ ° 249 ' ' N ~ 3526„ , 4 F 15 zsz - / y4E ~~r'`-~ U,9 . 253 ~"'r~.: P ~ , N... Q v ""x. r ~w1 255 _'n►" 1~8 ~ C.'~ jJJ ,h j, i' 5 ; 1 2 \ ---u7 ' G' . n = 58 X50 r ~I. I ~ ~ TW=262.00 ; I ' W ~ z63 n 87°02'30" E 59.54 ~ 6 5320., ~ ~ r F ..r: N t "'ca:, , , .s?ra.Yt~'r. ~ ins o-~ 24 9 ; , , . , , 6' F , , C~ - 1 'ar'bt '~`vkiru{"~'l.'4 .4ik, +tn rUF; ;~;!-1k1 ~ f r .,i S ' 2{rt7.fA^iF,E,~ t ~i, 4 ~ tS 7 SF i ,r. r I s ~ ~'7 1 Inl TF~ ~ r ~ i `4 r 2 t' ~I ~ I u i. 62 t;~y ~'7F4 r _ auF"J:. ~t :4 ~ ~ 264 ~ ti~ f : v . . f J~ j~~ 262 ~ F';~r;~. <Ga~EF2.70 , , ' 263 a: ~ R'd ry f , f. i r t \ '^p r rP t I, . ~ h~9 t> > r, ~+t. - ,r. t ; TW~262.~0' BC=263.56 2 t~.. I_ BC=263,36. r f f as s ® 80=26 9 ~ ' ' ' '''s ~ BC=263.91 BC=263.03 ~ as TOEa23E 264 BC=263.05 i i >~k; TW=26.0 203 ~ ~ f....:T C7Q~ 'y ~ Aso ~ u 'i:. I OL-: • ds u.S r ~r~l.iw k'.. zGn ~s ~ r _ BC 263,92 N ~ ! BC-264.10 r'o41~ 61 d'. c.: w ~ Qj , r' ° - i ~ p .';;x~ a; E• • . ~ ;,yfrA . 1 1. 'iii 1 BC=264.44 ,.,r{s,:_ ~a ~ BC 264,8 BC-264.22 tl<< BC=26.4..00. ~ 5~.. • ~BC- 64. 6 . END OF BEAM".. I " BACK OF CURB BC=264.26 1 PROPOSED RETAINING WALL ~ • CSI - N 8Y COMPREHENSIVE " _ D ~ ~ BC- 63.93 ENGINEERING SOLUTIONS ~i~ 2 " R... . ~ 1 ry BC=263.75 . o l EOTECHNICAC N, NVESTIGATI FIELD ~y 1.. BC=25 RING w ~ ' IAL AS DEFINED BY TECHNICAL B~= ~ -I . a; INVESTi ON DATED 1 7 2005. J P=2E 1' +J.iy HA PTONINN 1 END OF B m BG BACK OF C B ' 58. ~ 1 • 1 NO TOE OF RETAINING WALL FOOTIN TO FOLLO GEOTECHNICAL...REPORT.'S.. RECOMM T10N FOR DEPTH INTO VERY ~ STIFF TO HA 'MATERIAL CONTRACTOR• T ~ ~ • 1 I FIELD VERIFY E AT(ONS NOTED ADHERE TO 'L 1 E GEOTECHNICAL RE T'S RE UIREM NTS. Q _ ~ 1 1 . 1 1 D = 33°03'51" .P t~~s., 4. R =130.00' '~5.. _ IRF ° e w~,. i IRF A - 75.02 ~ • ~ C.B. = S8Z°18'54"W R~ • G - ~ 1 , CHD. - 73.98 . S .5 ~ / ~ 1 ` , 1~5'0~ N75° ' 1 _ ..n~ ~'1aF.. ~ I L LV ,.vl/ H , \rl , R r J k r J ,5 r! l 4 r Sa 2 ; r bald N.W N 4i a ,i+a' a 'i a it• Ii f' 20gb;1~ W 1608 BC=262.56 IRF y0 i, ~I n, tt r 4 ry A t a it t ~5r s H a µ t 1 r 4 t ! d.+.. r i G l • A C. ~ !Y ~ ~1. Y7~ ~ ~ I.,,VfY ~I l.Yl ~ >5+f i'~ 1f i i`f Y~ J x4 1 1 li f ~ ~IK ~ tll fd )'r 4; ~ 5 N.'. r Vii- r r 1 u ]7. ft7 yt~.-! ,I~'4 t*, rifllf rMr ] rrf , ri..S a A ^ l.e wN. *S.4 `Sl,.~ 14`rrr f.. ij, viizn'4}{x.h, (y a..tr yyrny, r~nf. ,y~ rtik,]y 41~ Vin CONTRACT NO.. IRF 7 `fit) i # a 611005 o^ S~ sf writ x,F I~ t c~xi t4 1 Cat f° u sr rk t it Ssr ratf fF f a~ r ~ i 1 ~.'r_ 1 1't r . y~,fi Zr rJ,fr l x { t a f ~ ~ S 1 ~'z i fwu 41 ~ 4 ] l f ]L~ ]~S i~%± ~1>^'W I P1P Vilr .~I Ih tLl 11`(lSr '4f ] f~YU, \h)k 1'~3l~ ISflf a.. )u. 1 ],i (y ':l `r`Uf ~.r 1 ) 262 - \ fq !x'i !tr?4~ti 7pa'~F f),Lk, l~+v✓fy] 'Cf7 try t.~ rl it ~y 47 ltY) .JY F rtF ~B~~r ..M 9f ify4" 9r lty h.,Y r a m ~4 ~4 5,5 9 SHEET NO. ,~k , r M fe. ? 1'P Jrt. 17 , z n <X2 r 147 I 9r'- s i4rr I , IS tifrk s IRF a~'~ f t'- d r riff Z t psi t4 it .r, s t4 lf,f a t t it t t n. t.~ 4 s tc.,t tC Lf tllll .s9 r if r r L _ 44020'10" D k ~ J-. rl ~ d ~If y 1 ~ T~ti~ 'x~4 JvC 1 ..J ~1 T } f V JJ 1' f t1,V.~ 14 L J ~ ` If l v~~f it f W, ,f,~ f iXV f r h~I f~ ~j , f,n~ Y[vf N};x' riuy f { ~1 fr 291.97 R=130.00' 7' ~'Yr. b,t~(~C d.. FM47 }h'rxl~ h`Y'~i ~~n77 ~nL 'MI rT l6lL Fill iT ,l\? ft l; 'iCl GL CY 1`4 ~'["~T_IV fil ~T Y ~F r A 100.60] \ i x 1 1 rA r .>,e !'1 rk ens r~ k✓ tip' 7' x s 4 9~ r ti rk dk f I]3 97 ( f S S St C .tL I T4 t Si CI M ,ft ,5.. t2 I t I rt .t r?t( L ;I k " ..tl T C.B. - 382'40'44]'W i Jt r 11 T t 7N r r F u rte{ xti*,~r ifaa'",4 Sf a?~ CHD.-98.10' 1 ? 4f y~,y rll if ,~J X , ~~yLF~jf 1 , ti 44 Cf i 4J74 l 1L~)1 lr ..7Z ~ it 4 ~ ~S, i'r IJ., !a•yY , ~ M , 'i' X.', ~ P~ 7. ftr n^ r~ l ~ 3 1.,4 t j '4.1t, 4, ~ ~ ! L [ ! w T~a~ ? it) . ` k S 14 t ri ~Zt , r ' ~ 3 ~ 1a KI , 2r.~t ' ' c j ii ~r 7,i1 i 'Ir 4 ,~i i 5't 4 : t,r• 'r ~;;1 - t tgy~k , fYrx f t f lk i'ria ,/mh ,r) r' {]f y,~ f,~r] s( r 5 i ] z f 4 , f+`fyu f•. ] Ift ~ iT r f u r if ~ IT 1 f r tr f ar. r2. ) t N , v t f iT s M1.i.v ..i .r. Y....v.r~.:,'. .f.. .w.sJ :...i }+.'v.. t. ti.r i''. x.,: _'.....,v.:-~_'. a..v~.~....a i. Fill voids:. between 2"x2" wood stakes ~ bales of hay Angle first stake j toward previously a laid bale Q B n. Q I I I~I'I I I I'I'I'I'I'I'I'I'I'I-I'I'I II ~ a I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I, ~I,I I I I I I I I I I I I N 'I'1'I~I'I~I'I'I'I'I'I•I'I'I'I'I~I'I'I•III'I'I~I'I'I ~ ~ I~i~l~i~l~l~l~l~l~l~l~l~l~l~l~(~I~I~I~I~III'II~I~I~I~I~I ~ 3 ° w . •I•I'I''I'I~I'I'I•I'I'I'I'I~I'I'I~I'I'I~'IjI'I•i•I•I•I' _ ~ . . N. n i_Ti~I I I-I I L-I I L=III=Ti=iTi=T~-~ ~ ~ ~i i i=iir~ ~ o~ o B EgONT VIEW con ~ ~ o ~ U ~ U Overlap taps w ~ ~ °o of hay bales Angle stakes toward r- 0 0 adjacent bale o ~ N j 3:1 Max. o 0 3:1 Max. I.~..I.~.~.~,I.~.~.~ ~ ~ ~ '/I//'/•/./ 1.''''1111... Z T N ~ ~~1~ T ..L.~'.I.I.I.I.I.I:.I. _ ..11.1.11 0 I'I'I'I'I'I'1'I`I' Angle stakes '=11_ - VIII toward adjacent '~=IILI11= III=III=III- 1 E c0 ' ~=1 I I-1 ~ ~I I I_I 11=_I I I- o N ~ o / Ditch flowline bale ''=11J,_,,11~111=1~' 6 ~ ? U, o ~ v:~ i oho ~ ~ m o fi rn ° PLAN. VIEW PROFILE VIEW ~ _ ~ UJ c -v z ~ o k' o ~ 1. Ha bales shall be a minimum of 30" in ' I~ U ° © N length and weigh a minimum of 50 Lbs. W ~ C~J ~ ' S s .°o Wire, nylon or 2. Hay bales shall be bound by wire, nylon, ■ N ~ E N" o I' I - I' polypropylene or polypropylene string. The bales shall be ~ I ~ ~ cro o °o 6 r%~ao~ ' ' ' - ' ' binding composed entirely of vegetable matter. U ° ~ ~ ~ ■ co I.j.j.j.j.j:I' ~ ~ o I <o . - I • I • I • I' I • I Flaw 3, Hay bales sho!I be embedded in the soil ~ o ~ ~ E 'VIII If~lli- a minimum of 4" and where possible half ~ Q ~ ~ t° z z =11(' I' I' ('I'I'I' II. the height of the bale. ~ ~ s. - N . ~ ~ _ ' ~ , ~ 4. Hay bales shall be placed in a row with ~ ~ ~ ~ o ~~~I~I~G ends tightly abutting the adjacent bales. The I ~ ~ bales- shall be placed with bindings parallel ~ ] M ~ S to the ground. _ ~ ~ z - 5. Hay bales shall be securely anchored in W ■ ~ a ~ place' with 2°x2" wood stakes driven through W o ~ ° o SECTIQN B-8 the bales. ThP first stake shall be angled z_ ~ a r ~ EXISTING CURB #4 @ 12" E.W.O,C. 8 towards the previously laid bale to force the ® r x m ~ bales together. ~ ~ ~ ° 6. 5 hay bales typical for lead-off ditch. Z x z W m wO Ni 7. 3 hay bales typical for wing ditch. ~ i- ~ a ~ z_ ~ ~ O EXISTING PAVEMENT - Haybale Detail N.-r.s. 3 ~ W ~o a. 9.. ' ■ J 4 j J ° N d O ' O O N d ~o o~ 1. VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. ~ ~ 4 • 2. PROTECT EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ~ ~ $"oN III O ' ~ v7 0: r 3. CONTACT UTILITY COMPANIES FORTY-EIGHT (48} HOURS IN ADVANCE OF WORK IN 7HE VICINITY OF THEIR L1NES. ~ o. ~ ~ d 4. THE CONTRACTOR SHALL THOROUGHLY INSPECT THE SITE & INVESTIGATE ALL CONDITIONS WHICH MAY BE BENEFICIAL OR ' ~ ~ m DRILL AND EPOXY GROUT- LIMITATIONS TO PROJECT COMPLETION. ALL ASPECTS OF THE PROJECT SHALL 8E THOROUGHLY CONVEYED TO ALL ~ a- ° SUBCONTRACTORS WHICH MAY BE"PERFORMING WORK ON THE PROJECT. v o ~ ~ #3 LBARS @ 12"CENTERS ALTERNATE BETWEEN #4 BARS - FINAL GRADE t } o .Q PROPOSED RETAINING 5. PRIOR TO BEGINNING GRADING OPERATIONS 6" OF TOPSOIL & ORGANIC MATERIAL WILL 8E REMOVED FROM THE CONSTRUCTION ~ ~ Q ~ 10' MAX WALL BY COMPREHENSIVE AREA AND STOCKPILED ADJACENT TO' THE WORK AREA ABOVE THE FLOODWAY LIMIT AS DIRECTED. TOPSOIL WILL BE STOCKPILED o w m FOR.. REUSE. IN. AREAS-WHERE SEEDING,. SODDING AND FERTILIZING. WILL..BE..PERFORMED.. ~ ~ z ~ 1' ENGINEER1NG SOLUTIONS' o ~ z 6. ANY ROOTS, TRASH OR OTHER MATERIALS EXPOSED OR UNCOVERED DURING SITE WORK SHALL BE REMOVED & DISPOSED OF. ~ ° 7. MAXIMUM CUT OR FILL SLOPES ARE NOT TO EXCEED 20:1 {HORIZONTAL TO VERTICAL). wee®®e •~~-IiI-I = _ II ~ a' I- 4 1 8. CONTRACTOR TO BE RESPONSIBLC FOR EROSION CONTROL DURING AND AFTER CONSTRUCTION. UN11L COVER IS ESTABLISHED & d 4 . v• 2' MINIMUM BURY DEPTH G Q r~ + i Q C d.. _ ~'r: _ a 1_~V - j d 1 ~~I. 4- 1S oncre a earn - . i 3'-0" 12'-0.. EXISTING CURB BEYOND d .•°tl i • • •p`. • ,P ' ' EXISTING CONCRETE PAVEMENT ; 1. CONTRACTOR TO IN5TALL AND MAINTAIN SILT P d FENCE ACROSS DRAINAGE COLLECTION ' P j p; • ° a . #4 DOWELS X 24" LONG @ 18" LOCATIONS AND TRENCHES TO ASSURE PROPER • TRAPPING OF SEDIMENT. I ~ CENTERS- W/ EPOXY 6ROwY" • p • • , o . -tv-'- Rd 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE • SITE. ROCK 0 E OS 3. CONTRACTOR IS TO REMOVE EROSION I N R ION MAT r • • d ~ ` j/~i CONTROLS ONCE SITE IS GRA55ED AND #3 L-BARS @18 O.C. • ~ o . . D.• . • o • • . ~ / r j . . ~ , _ o.....~ -SEDIMENT {S STA6461ZED: ~~J •~d ••o . , \ • d. . d. p D lD•. .I • d° • ° . ° d • i/` /i✓ ~l' METAL, WOOD, OR p „a .d. \~i ' • SLOPE DOWN 1 n , p • p : } D SYNTHETIC POST OR STAKE D / ~ ~ , D: } f . ` - ~ P d ' o•• •o d PROPOSED EXISTING O ..p o.. { 4 1 c / ~~~r! Q j\~ , p•• . 'e d 'D•' / COMPACTED SUBGRADE ~~0~ ~ E~ F~~. i ' i #3 BARS 18" O.C. ~~R OFF. / Y 2' RADIUS • EILT.ER.FABRIC . ~ ~ , \ \ \ . /~~r.\/t \:~.f\! 2-#3 BAR ° #3 DOWELS @ 18" " MORTARV V vv 15. CUT OR FILL SLOPED AREAS WHICH ARE STEEPER THAN 6' HORIZONTAL TO V VERTICAL SHALL BE HYDROMULCH SEEDED WITH Lu r `J (D D e a Al EROSION MAT PLACED. 16. NO FILL IS ALLOWED BELOW THE FLOODWAY LIMIT. CONTRACTOR SHALL REMOVE EXCAVATED MATERIALS FROM HIS WORK TO CONTRACT NO. DISPOSAL AREAS-- CONTINUOUSLY DURING HIS-OPERATIONS; NO- STOCKPILEWILL BE ALLOWED WITHIN-THE FLOODWAY: 611005 RETAINING WALL BY COMPRENSIVE ENGINEERING SOLUTIONS \iX~r x 17. CLEARED AND GRUBBED ORGANIC MATERIALS WILL NOT BE BURNED OR BURIED IN-SITE. THESE MATERIALS WILL BE REMOVED SHEET NO. FROM THE PROJECT SITE AND DISPOSED OF PROPERLY. CLEARING SHALL INCLUDE STUMP REMOVAL AND DISPOSAL. 18: CONTRACTOR- TO` OBTAIN'-A' TRENCH" SAFETY PLAN'; SEALED`* BY A" TEXAS"' PROFESSIONAL ENGINEER- FOR- CONSTRUCTION' WHERE SLOPE IS POTENTIALLY UNSTABLE AND WHERE TRENCH EXCEEDS 5' IN DEPTH. COMPACTED SUBGRADE C2 Fence Concrete Flume N.T.S. i TOE ` ~ `RETAINING WALL 'T'd , ~ ~ ' ?8E PLACED ON'PROPERTY :APPROXIMATE LIMITS Of '.LINE. 0-Y 755 10 EAR FLOOD PLAIN -~2~, 753 ~ 153 \ ' 252 252 Z?1 f 251 250 S ~ .1,53 ~ . \ - 249 149 z4e z,~ : 747 : 146: 256 1x5. TW=264.00 2,5 TOP BANK _ - z~ TW-263.00 - Za3 OF CREEK ~ 243 z41 `BASE `QF RETAINING WALL AND PROPER 242 TY UNE 2f9 TW=264.00 1... ~ z4a TOE=238.00 TW=261.58 . v ~ . ~ _ ^ . 243 Z'~'. ~ ~ 1.4r,, TQE=238.00 . `~q r. , r r. i 245 $ , - TOE.. 236.00. Z;, _ p ~ s,~~~ a 0 12~~ 247 ? - 246 °DO'~~~ S q`~-tt a.".. er. ~ 248 !I ~ - N 4 3S, 2 - ~ 26„ F , 252 S ; h ~ 1/ 1 i t. y '.t... ~ S r 2 - P S ~ 250 . a:,. _ ~ c, us 2qe 25 R 5S0 F ,256 ~S ~£:r 252 250 ~ sv_ ~;`t r.; i ~ 4.+ n i ti TW-262.00 _ 252 S ~ ° TYIF=261,a8 r } , w z6s o-.;; °02'30" E 59.54.. 2 8 53.2 N ~ _'1 . J ~ 2 yy~c,, ~i Q P 0 . r ~ ~.•onr, '.1'y~ ~~IK .:St~+~,Y7a4'r, , r~~ ,(f.p . SF ~4~dt:.~;. 8klr 4.,, It .,IZr,C''4.~r,l~f..~'A141 `4'~-' . . - ~ ~ a i r j ~ ' ~ + t h. ~.Y f p~^ t ~~ii:t w ~u ~ c:~ t r r T N r r ~ • ~ 4 t i I ~~r. 26 j Via, , } r 4~' ~ A Y'~ ~ to ~,h s 264 d 1 , ! , r ~a 1. ~S Try: 63 o Sx 263 2 ~ a: ~ , ' ,ra. ° q Y• i 'yk. ~ , ' i. _ ~ T~IV~262.3a > r BC-263.56 r ~ BC=.263.36 s~ ! . t} _ 1 ss 1' N,_ , BC=26 93 - BC=263.91 BC=263.03 'A.~. --.,..~,,.:r: n,1~ ~ 2 ~ s TOE 231 ~ BC=263.05 ~ 264 1, . 'f~lhl=26tai ' ~ 26 , as Wh.', ~ 414'1 264 a 's:!r s`' to BC=264,10 BC=263.92 N \ ~ ~",~~~w ~ S ~ _ ° ,J < 0 25q 6, .,,r•,:: ;y,'~;;. ~ - ` BC=264.44 BC=264.8 BC=264.22 t..,, ~ BG=26.4..0.0. S . ~ «''c BC=264.06 ~ . END OF :QEAAtull.. @.. ~ ~ BACK OF CURB BC=264.26 ~ . PROPOSED RETAINING WALL 1 ~bESIGNED BY COMPREHENSIVE BC=263.93 ENGINEERING SOLUTIONS 2 ~ RETAINING WALL DEPTW~ w DETERMINED BY BC=263,75 o~ N GEOTECHNICAt 1- INVESTIGATION. FIELD VERIFY" BEARING ~ BC=25 ~ ~ MATERIAL AS DEFlNED BY GEOTECHNICAL ec= INVESTIGAl10N GATED 1 2005. = E P Z HAMPTON INN 1 BC= END OF BEAM @ BACK OF CURB BC=258. NOTE: TOE OF RETAINING WALL FOOTING TO FOLLOW GEOTECHNICAL.. REPOR...S.. RECOMMENDATION FOR DEPTH INTO VERY ~ STIFF TO HARD` MATERIAL CONTRACTOR T0~ FELD VERIFY ELEVATIONS NOTED ADHERE TO 1 ~ GEOTECHNICAL REPORT'S REQUIREMENTS. 1 1 . 1 .1--- a _ D = 33°03'51" R =130.00' ' IRF ,i IRF A = 75.02 ~ C.B. = S82°18'54"W G \ i'P CHD. = 73.98' ~ 1 ~ ' S~ 5 ~ 1 1500 N ~ ryr`~r ~'ry~ 111 Y'rS 5l 4 ? `r'r A 1rY nr ItY "r S~ 4 %y { ? 5 FL=261.68 r r x,I 4t r N p .2:5 60.88:' 5 BC=262.56 - 6 ~F, 11 , d x Y a ykr , FI"4 '3r 1-{ h3 -Ik Tui 4~,✓' G a`'1 ft I'{~ ~t a t! t[ tl 3 ee, nr i - I r( 'f r ! I it ~ a----Q , IRF y4 ~ Y xN ~ P~ i ~'i J i' C T ~ tr P { i { { 4i { r' J 4r { ~ ~ 1 a 7 ~ 1 e7. 44. i tm il7~~..1 'f1~hYY1 rr`~yYil~~ ter. lrra4i±sk r4 rrr Pidt~ t IRF ~ '65n ! si, y,r t , s n ors +S ~ s as, ~I CONTRACT NO. 'fr S "t S 'N f 5 2 S } 1 S. i >.`r S ~ .f5 ~ K f ~k 1 5`2 L ~ t ~ t a u-,t L L tf ~ tf t1 tt , tl 611005 \ 6 4.ti'i3 f 4 N r to r }a' a{ i u' r re µr r1 v.., G.rc r f 262 11. I'C>a 4 v `<1ry, 5~ . t lY~~ t,~`f, s t l'f§~. `l is~ 1~, IS ~w, 6 i ti l -1 ii 5rF k e lY ~'4i S A{ (,..I S ,U fli S. ( r'Slfu lAe '4 f~ : 4~ ~ `•a }r 114 .t~ ~ r ~7 t t, r ~ ln. r . r e ~ <i +r f ~ ~r 1 ~ 4 lK f1n 1 ~ { k F {rF yst„y w i Jn I~ rill i M ~itr..r S NO. SHEET n3M r- k tL , . t1 , Kl..~ tl a 44 IRF __,.r• I o20f10T~ >~.kt fr feUr r tt t 'sr15 ~~kt~ y It "'tt, r f~ flsN1., r Irxr-1 i> rt kiL r~~~r>t+. r i kti ~f rr I tl4r J Sr ru f. F ty t` r ,4 u1~c { C f~i ¢ y rt u r rl a• r2 r' 1,r~ x 4`rs r ux'«;,",tl, 1lrt,' 291.97 R=130.00, C s A = 100.Yg0 ,1 ~11~ ik. ,~C '4 ~2 r ~'k 1 9 ? k-~ r Tk h4 ~ T AYr `qk 7 f 1~tt,~ I t4i~ CJ ~f r~ t1 ~I I tl s 1~ ~M'td I r~ ~f rh 1~ til C.B.~S8L~RO~4YIsw p {J x { { i t , r r y ar, , ' N YyZ ` ' {1 R{ 11l Sr~r ~dS, 11y \fY~ Shci CHD.98.10 , 1. 1.1 ~ {r 4> 4 Ihll 'i~4 rPF y t' Y4 IL ~'a~l ij { f l...S {r ~4a4 ` ~ ~,S t ~r'n{if I .y, 1 r a CF IX t 1 4 L C 1 K 1 4 ( 'A 1~ Sr Qk p (•k 7 rk f c k k k 5 4 k ~t SI o t! r x6 L, t$ 7 J zP ! wi 4 t ~ ~ t! 1 tl ~ 1,: °r, t,r be t 1 ti r~} l' r { t P{ r r~}a ~r ~ Ir.xji r 5 ~ )t u '.1 11?yl ; h1 f J i 13 rrfHU I 1 I YI, rl 4~ t~+li 4~.. ly 5 J 1'~}~ 57`(}4 +`14~(' K t' y, tT q. IT 1 r 'It S li il. k f 1 F MA 11 ~ ~{T Fill voids between 2"x2" wood stakes J - bales of hay Angle first stake j toward previously o laid bale a B a Q 1 1 1 1 1 1 I'I I I'I I I I I I I I I ~'I I I I I o N II~III~I~II~I'III'I'I~I'I'I'I'I~I'I'III~I~I'I~I'I N Iljljljljljljljijijijlllillllllllllllllllllll~ljl~llllll o I'I'I'I'I'I'I'I~I'I'II'I•I'I'II'I'I'I'IIII•I'I~I'I' ~ 3 Q 11'1'('1'11"I'I'I-II'I'I'I'I'I'I'I'I'I'II!'I'I'I'I'I ~ o 'I~I'I'I'I~I'I~I~I'I~I'I'I~I'I'I'I'I'I'I~IhI'I'I'I'I~ o ~ ~ . . N. - I~_ ' =11~=~i~III=III=IIL=III=1Ti=li~iii-iii-iii~ui~~~~=~~i. l o ~ B " FRONT VIEW w m c~ ~ ~ I o ~ U ~ N Overlap tops o of hay bales Angle stakes toward Q adjacent bale 3:1 Mox, o N o 0 ?1'r~ 3:1 Max. j•j.•.I.LI.I.~I~I~I~I ~ o T N i I.~.I.I.I.I.I.I., .I. _ . 1 ~.~.~1 ~.11.~ 11 . o I' I' I' I' I' I' I' I' I' Angle stakes '=11- ! ~ 1~ ' - I=III- ~ ~ toward adjacent '1=11C-III= =1111=Tl=III- ~ E ~ ' ~I I ~I I ~I I1=1I ICI I I- ° N ~ i Ditch flowline bale ~'=III,,II~III_il' .Q.m,~ o ~ ei°~ a ° / r, ~ ~ o ~ v .PLAN VIEW PQQFlLE VIEW ~ U~ c Z I- ° - ~ o ~k' ~ t 1. Hay bales shall be a minimum of 30" in ~ U °o ~ W c v length and weigh a minimum of 50 Lbs. ~ W ~ ° ~ • ~ ~ Wire, nylon or 2. Hay bales shall be bound by wire, nylon, ~ ■ W ~ _E ~ o I • I' I • I • I • I polypropylene or polypropylene string. The bales shall be ~ I ~ ~ cro 0 0 repo,- ' ' ' ' binding composed entirely of vegetable matter. U ~ ~ ~ ~ ° I~j~j~j~j~j~j~ I • I' I • I' I • I Flow 3. Hay boles shall be embedded in the soil ~ O ~ ° ~~Iil IiI-III- a minimum of 4" and where possible half Q Q ~ ~ ~ ~ ~ 111 I • I • I • I • I • I ~ III the height of the bale. ` ~ ~ ~ Z ~ ~ ~ , 4. Nay bales shall be placed in a row with ~ ~ ~ ~ ~ o 'cl.l~ll~'' ends tightly abutting the adjacent bales. The ~ ~ ~ ~ ~ ° bales shall be placed with bindings parollel ~ ~ ] ~ ~ g - to the ground. o~ z _ 5. Hay bales shall be securely anchored in W ~ o ~ place' with 2"x2° wood stakes driven through W ~ ~ ~ a EXISTING CURB #4 @ 12" E.W.O~C. SECTION B-B the bales. The f<rst stake shall be angled z ~ X m ~ towards the previously laid bale to force the rn w 8 bales together. tJ v~ ~ °w~ ° 6. 5 hay bales typical for lead-off ditch. 0 z x z W m • . 7. 3 hay bales typical for wing ditch. o W ~ F O Y ~ ~ a EXISTING PAVEMENT a. ~w ao Haybale Detail ti.-r.s. ~ 3 ~ zN 9" • ■ J a~ J ° d O ~ o a N ■ ~ ~ d 1. VERIFY LOCATION OF ALL EXISTING U11LI11ES PRIOR TO STARLING CONSTRUCTION. = o ~ , 2. PROTECT EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ~ rte- ~ ~ ~5 III qq O q . 3. CONTACT U1ILITY COMPANIES .FORTY-EIGHT (48) HOURS IN ADVANCE OF WORK IN. THE VICINITY OF THEIR LINES. ~ ~ o H - d ~ ~ d DRILL AND EPOXY GROUT 4. THE CONTRACTOR SHALL THOROUGHLY INSPECT THE SITE & INVESTIGATE ALL CONDITIONS WHICH MAY BE BENEFICIAL OR z ~ } LIMITATIONS T'O PROJECT COMPLETION, ALL ASPECTS OF THE PROJECT SHALL BE THOROUGHLY CONVEYED TO ALL , ' W o_ ° #3'L BARS @ 12"CENTERS SUBCONTRACTORS WHICH MAY BE PERFORMING WORK ON THE PROJECT. U p a ~ J q ALTERNATE BETWEE BARS FINALGRADE ( N #4 } o ~ in PROPOSED RETAINING 5. PRIOR TO BEGINNING GRADING OPERATIONS 6" OF TOPSOIL & ORGANIC MATERIAL WILL BE REMOVED FROM THE CONSTRUCTION ~ ~ 10' MAX f. WALL BY COMPREHENSIVE AREA AND STOCKPILED ADJACENT TO THE WORK AREA ABOVE THE FLOODWAY LIMIT AS DIRECTED. TOPSOIL WILL BE STOCKPILED rn g } FOR_ REUSE. IN. AREAS WHERE SEEDING,. SODDING AND FERTILIZING.. WILL.. BE.. P..ERFORMED.. c°o w m U . ENGINEERING SOLUTIONS' 3 _ ~ 1' " 6. ANY ROOTS, TRASH OR OTHER MATERIALS EXPOSED OR .UNCOVERED DURING SITE WORK SHALL BE REMOVED & DISPOSED OF. ~ ~ o ~ ~ I-1 ~ i----III= - .~~-1i1-1I - - 7. MAXIMUM CUT OR f(LL SLOPES ARE NOT TO EXCEED 20:1 (HORIZONTAL TO VERTICAL). OF TotO d' 8. CONTRACTOR TO BE RESPONSIBLE FOR EROSION CONTROL DURING AND AFTER CONSTRUCTION. UN11L COVER IS ESTABLISHED & o {P~~•~"^'~'~'~qs~8 • d 4 . ' ~ Fens~~N saTATI~N~Ias STARILI7_FI1 CONTRACTOR SHALL FURNLSH~ORARY SILT CONTROL MEASURES (SILT FENCES, STRAW ~ 98 • ~ a' 2' MINIMUM BURY DEPTH I - d a a' !f J: i .q a 1~ 1 a d • lllllll,' oncre a eam S i ~ i EXISTING CURB BEYOND gym: a •o . • • • •p ' .o ' ~ EXISTING CONCRETE PAVEMENT 1. CONTRACTOR TO IN5TALL AND MAINTAIN SILT ~ • b D FENCE ACROSS DRAINAGE COLLECTION 4 • #4 DOWELS X 24" LONG @ 18" LOCATIONS AND TRENCHES TO ASSURE PROPER ~ GENTERS• W~ GPOXY CoROtiT' TRAPPING OF SEDIMENT. • D• ~ • -a~•-'- p•D ~ 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE ' u • , SITE. I` ROCK ON EROSION MAT ° ~yD , Dp •p'~ ' ~ ~ i y, 3, CONTRACTOR IS TO REMOVE EROSION n ~ • • ~ CONTROLS ONCE 51TE IS GRA55E0 AND #3 L-BARS @18 O.C. ~ p ~ . D. D • . 1 _ t~_ ~ r:~ • • SED{MENT•IS•STAB461~E0~ f • . ' ~ . • • METAL, WOOD, OR ' • • ~ ~ SLOPE DOWN 1 m ' , p, • p ~ d, D . \ ~ l D ° a D.. D SYNTHETIC POST OR STAKE c a D ..C ` / ~ O . ' p D • • ' . D'. ••D . ' . a ~ PROPOSED EXISTING e, • , r . /j / /j, ~ a / 6 4 -0 ~ I D~ . e 'D•' COMPACTED SUBGRADE ~0~ ~ ' i/~ #3 BARS @18" O.C. p~R OF~. / Y FILTER. FABRIG , ` / ~ 2 RADIUS ~j~//., l/~/ 2-#3 BAR • 1 ~ #3 DOWELS na.18" . • J MORTAR 15. CUT OR FILL SLOPED AREAS WHICH ARE STEEPER THAN 6' HORIZONTAL TO 1' VERTICAL SHALL BE HYDROMULCH SEEDED WITH W . .D e C e' EROSION MAT PLACED: 16. NO FILL 1S ALLOWED BELOW THE FLOODWAY LIMIT. CONTRACTOR SHALL REMOVE EXCAVATED MATERIALS FROM HIS WORK TO • CONTRACT NO. . D .A. A fl e 9 D, C D.., DISPOSAL AREAS' CONTINUOUSLY DURING HIS— OPERATIONS; NO° STOCKPILE WILL BE ALLOWED WITHIN- THE FLOODWAY. 611005 RETAINING WALL BY COMPRENSIVE 17. CLEARED AND GRUBBED ORGANIC MATERIALS WILL NOT BE BURNED OR BURIED IN-SITE. THESE MATERIALS WILL BE REMOVED SHEET NO. ENGINEERING SOLUTIONS FROM THE PROJECT SITE AND DISPOSED OF PROPERLY. CLEARING SHALL INCLUDE STUMP REMOVAL AND DISPOSAL. 1'8: CONTRACTOR" TO"' OBTAIN- TRENCH" SAFETY PLAN, SEALED' BY A' TEXAS' PROFESSIONAL ENGINEER" FOR" CONSTRUCTION' WHERE SLOPE IS POTENTIALLY UNSTABLE AND WHERE TRENCH EXCEEDS S' IN DEPTH. COMPACTED SUBGRADE Concrete Flume N.T.S. i Fence C2 N.T.S. 4 Sitework Notes N.T.S. I ,t . • TOE ° OF RETAINING WALL...TO ~ ~ . ~ ' E PLACED ON `PROPERTY 8 APPROXIMATE LIMITS OF uNE. zs✓ . 100-YEAR FL.OOD'PLAIN 2~, 53 253 ~ ' 252 252 25~ 257 250 2y9 _ 2A9 ' za0 zan 2~~ " z42 zae 2ss 2~ TW=264.00 X15 2a~ TOP BANK ~-~~4 ~ q, - TW=263.00 ~ , z~3 2~z OF CREEK `BASE OF RETAINING WALL - ~ 242 :AND PROPERTY UNE r, y9 - TW= 0 ~ ~ 2aa 264.0 , _ ~ TOE=238.00 'TW=261,58 _ ~ , - ~ ~ ~ ~c, tyr,Y: . TOE 238.00 -.l ~ir rr ~ ~ t-ry4~ C' 245 ; _ ~ TOE... X36 OO QQ ~ ~~n.? 'n 247 ?247 u-,~ ~2~' >r r z4e JU N Z ~ r 4 3S'26 a~;;,: ly C 'C 252 v ° ~I ' ~ 5.gq. 253 G~ v, ° r r 254 ~ ` ~1~~ ~f,~"~il 255 2q9 - + l11 256 q ~ r 2 ~ 257 . r.x+~ e: 58 250 ~ ~OI1„ct;it'' 25• I • ~ ~ 1W=282.00 3~ 25 S ~ o:~ 59.54' z 2 ~ ~6°g3. tr ~ tx w 263 • ~ ~ N 87°02'30 E ?0" ; , , A ~ha.y i ,~h Ir ~ t is t. ru 1 1 Ik G ~r, 8 , r I y A I~ ~ ~ i tt 1 . I ~F3rF 4 ` 4 } N 1 S h,ir'.,^r, ',f r ~ 1 14( • 4 t7 t s r c,'! • IA ,,nn ~ i .r , ~ n• 5'^ ? ~ 1. 1 1 26 a '~~ti t~ t t 1 i 2<r6 . 262 ~ ~E ;r.. p 1 ~ 9 0 5> ; , ~~6~70 ~s ~ l 263 ~ a, , , , , _ ~ . ~ r , Zfi3 ~1 t ~ I - 1 I~ 1 .~.,1~ t . p x k J'~~... h , 1 1 v. GOa l~j,~ 1 ~ MS' .A r L 1 1 1 ~ t , 1262.0 _ f~ BC-263.56 BC=°263.36 ~'i_ - 4 . , a~` y s BC=26 93 I III .,r` ~ BC=263.91 BC=263.03 ~ y d p ~k . ~,IA~ s ~ 1o- ~ TOE L36t00 t 2~ 264 BC=263.05 ~ I TW=260 58~ 1, < , ' - ~~o ;GO TOE 23400 , T ; °S z64 :1 S e~ dry - BC=263.92 ~ BC=264.10 o, . ~ s w ~ ~r~v ~ ° o 't~;;~, /E- ~ 9iVlb } ;G-jam.? BC=264.44 ~~'f ,Z s~, 1' ~ BC=264.8 BC=264.22 _ ~ti BC-26.4..0.0. S,~ . ~BC=264.06 ~ 'Ya~ti ','til kND ~3F BF.A~it.. fD.. BACK OF CURB ,a,^~ ~ to Lc_~. BC=264.26 ~ ~ ' z~~. PROPOSED RETAINING WALL , . 1.- 1 DESIGNED BY COMPREHENSIVE _ `'-~'~rR BC 263.93 ,5,, , ENGINEERING SOLUTIONS 2 1 ~ ~ RETA'INING' WALL DEPTW~ ~ s ~ N BC=263,75 DETERMINED BY 0 1 GEOTECHNICAL N INVESTIGATION. FIELD ~ VERIFY BEARING BC=258.24 . w MATERIAL AS DEFINED h~ BY GEOLECHNICAL BC=263.47 INVESTIGATION DATED :y, 1/7/2005. _ P-26290 j-. , ~ HAMPTON INN 1 ~ END OF BEAM 0 BC=263.33 • BACK OF CURB BC= BC=258.97 ~ • NOTE: TOE OF RETAINING WALL FOOLING TO FOLLOW GEOTECHNICAL...REPORT.'S.. „ B RECOMMENDATION FOR DEPTH INTO VERY STIFF TO HARD' MATERIAL CONIRACTOR~ TO• J: ~ ~ FIELD VERIFY ELEVATIONS NOTED ADHERE TO E .t _ 1 GEOTECHNICAL REPORT'S REQUIREMENTS: END OF BEAM BACK' OF CU 1 1 . END.. OF' ' BACK R. D - 33°03'51" R =130.00' i~ IRF ° ~ IRF A=75.02 ~ C.B. = S82°18'54"W G~ i ~ ~'P CHD. = 73.98 ~ ~ S~ 1\ 5 / ~ ~ ~ BC=262.: _ . FL =261.68 N W u RF 's a~ ask 2°5~ A; 60.88' BC=262.56 JO Wt t li,- ! 1 r, r 4 t }ar ~'I,i I 4v c Ilk e IRF •a m: a :J _.1 i i , I ,z r t t + a. ' { +`t r' r t~ 1 ' ~'~,s~ 1 r"tr~ x rs• ~ rs r ,rv~ ' ar 1,,,. , ~ i~r trt ras iY'• .01 1 • q: a rtA~ ~lY I..7 I r ~ ~",1 I ~ i I r,w ~ I + 4 i { ~r I r t r 1 r I r^~r r{ r ~ r rt. CONTRACT Nc IRF n°~~"(d~` ,S ~~sxs Ik ' S.I x 7s ~^^!'r s , ~a,pk :•f` .S r'•c a y i'; GY ,:,t t t? ~r a ! L C ; u..,; x , tc'~r n t,~ Y t)} t._.t t 611005 t L It L,„ y ,v _ r t t rl 1 t k,^ il. L i ~1 r 1, ' kyr 262 J+r'wIyxi Lrh s,Rr' - !`l„~'~, srl~~' LrYfu. 5~,.~.., I`i xs.5r ,IPfks ~I ,b ~.''7 175r.r lny, +,v e, , , ; 1< =r M+k< ~,f Mlr, M r SHEET NO. IRF I o tk z '.ir z rk r ai a I, aY- „3 k r a, Y , ~^k 'yis Y. kyy; D= 4420'10" < r 4r d« z a r 1, a trr 2 r t u r I I'. u ! t t! f7 kt tf 5 ti t2 r ! *r IRF 7 r~ d r 7S 5 it ti v A y r r' U! 29.q 1.9/ R- 930.00' it p1 X31 ~rJ ,k`I ``l 1th... , 77, ,~1 y, F'r LrrH r ih. t'..trY Sv ~k. r,1i f ~~"r "'1 r~~ 47~vr} LI ~',5 c I}Y I i f L 7 I I i 1111 k } k' AJ, 1 A^ 100.60f t Yt 4 T L 1 4 1 41 VY { 4 r lT 4 1 G{ r y b 4 6 p114 t rc. ,Sr q ,k e1Y. ak.'~ T#I IY t tlz f i ~qkr. k`~ ,v 7kks,.: 31 L I 1 CA t 11 C.B. = 582°40'44" W M a a t,, x, z t r M L . t t ~t - } 'k1 t I) f, I,St t }r Si i ,N r I t~tL ( .p 1 '1 rYIy,1F.' r F.r ,II r ~ `?t r., 1 1 vSN A! ~ AI 25" 11'c-L, L m''. 9`~~'' ~~1NY6 ~ 1 { yih 1 }s~ry. CHD. = 98.10' a t{' I k r r< z "I ,t r l l v r I k ar ~,klv i pk 2. , F i r c I,qr r.t , , r Yr ! ,:'1 ^ 1t ~:r.. ! xif.. I I "Cr.. I~kt, ak it ',1 r t-f Ikt4 wt` 'yk t~?yf '}tt;,', y - { 1 ; k }U. 1 .4. a I L rr3U 1 4 1 5 K ,y {li 1 ( r ~ ,'4. l5 r.., 11 h i {K S~ ?a, S',.ir Y.7S {Y F '~C ,I. 4 1 I f v..:~ i " . T.1.~ ~ .-•:cv....l~. s..u^~.ti.._r..~ k.1._....... .1.+v ...:,u 4 ~'....r...\l-_ ~..r ...•.:i.....~_ti......~ \ i_~ . i,. .:..i_.. Fill -voids between 2"x2" wood stakes ~ bales of hay Angle first stake j toward previously ~ laid bale a. B Q i~l•I~I-I.1•I~I•I~I~I•I~I•I~I•I•I•I~I~I~I•I-I-I•I~I•I• o I~I•I•I~I~I•I~I•I•I•I~I~I~I•I~I-I•I-I~I•I~I.1-I•I•I•I•I I~I•I•I•I I•I•I•I~I•I~I~I•I~I-I~I~I~I•I•I I (•I~I~I~I• Q IIIIIIIIIIIIIIIIIIIIIIIILIII~I~I~I~I~I~I~IIL~II~I~I~I~I~ J II~I~I~I~III~I~I~I~ill~l~l~l~l~l~l~l~l~lllll~li~i~l~l~l~ o .I I1== _ - _ _ _ _ = I=11~- w m iii_it=l I I-III=11 L=III-III=I i ~-iii-iii-iii-u~i i i ~ ~ ~ ~ B ~ ~ i w ~ U D' Overlap tops of hay bales Angle stakes toward Q adjacent bale o ~ N 3:1 Max. 3;1 Max. ~~~1~ I•I~ ~L•{•I•I~ I~I~I~i tit ~jljl~j.j.~ ~ ~~.j:~1.11•`1•`. s ..I. l• I I I l I I I 1•l.~.jl .~.ti 1_ I'I'I'I"I'I'I'I'I' Angle. stakes '=11= ~ ' • - 1=111- ~ toward adjacent '1=II~III== 111=III=III- ~ ~ E Ditch flowline bale ~'=III„+IIt,,lll_li'_ .o U. o 'm i°S a ~ ~ 'rn fi ~ o c PLAN VIEW PROFlLE VIEW ~ ~ 3 . o 3 ~ s 1. Hay bales shall be a minimum of 30" in ~ ~ o ~ 4 length and weigh a minimum of 50 Lbs. ~ • s ~ Wire, nylon or 2. Hay bales shall be bound by wire, nylon, ~ ~ •E ~ E N o I • I • I - I - I • I "I polypropylene or polypropylene string. The bales shall be ~ I ~ r%}po~ binding composed entirely of vegetable matter. 'n U ~ ~ ~ I•I~I•I•I~I- uJ ~ o I I • ~ • I • I • I • I • I Flow 3. Hay bales shall be embedded in the soil ~ o ~ +~III III=111 a minimum of 4" and where possible half Q Q W ~ ~ =fl • I • I ~ I ~ II. the height of the bale. ~ ~ 1, _ _ ' • ' , ~ 4. Hay bales shall be placed in a row with ~ ~ ''=II~IIL=='' ends tightly abutting the adjacent bales. The ~ ~ `D - bales shall be placed with bindings parallel ~ ~ ] ~ ~ to the ground. _ ~ ~ 5. Hay bales shall be securely anchored in W ~ ■ place' with 2"x2" wood stakes driven through LU o ~ SECTION B-B the bales. The first stake shall be angled z ~ X EXISTING CURB #4 @ 12" E.W.O,C. towards the .previously laid bale to force the ® rn r w 8 bales together. l:1 cn ~ 6. 5 hay boles typical for lead-off ditch. ¢ 7. 3 hay bales typical for wing ditch. ® ~ ~ ~ . , EXISTING PAVEMENT " ' O a. Haybale Detail N.-r.s. 3 J w ■ J g" N J O O a N U ■ 1. VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. ~ o d • • 2. PROTECT EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. - ~ ~ ~ O 3. CONTACT U1ILITY COMPANIES FORTY-EIGHT (48} HOURS IN ADVANCE OF WORK IN THE VICINITY OF. THEIR LINES. ~ r • d ~ ~ DRILL AND EPOXY GROUT 4. THE CONTRACTOR SHALL 1HOROUGHLY INSPECT THE SITE & 1NVE5TIGATE ALL COND1110NS WHICH MAY BE BENEFICIAL OR ' z ~ LIMITATIONS TO PROJECT COMPLE170N, ALL ASPECTS OF THE PROJECT SHALL BE THOROUGHLY CONVEYED TO ALL w a_ #3'L BARS 12"CENTERS • SUBCONTRACTORS WHICH MAY BE PERFORMING WORK ON THE PROJECT. v o ' • FINAL GRADE (ALTERNATE BETWEEN #4 BARS) ; a • PROPOSED R • d' PROPOSED RETAINING 5. PRIOR TO BEGINNING GRADING OPERATIONS 6" OF TOPSOIL 8c ORGANIC MATERIAL WILL BE REMOVED FROM THE CONSTRUCTION ~ ~ JNALL BY COMPREHENSIVE AREA AND STOCKPILED ADJACENT TO THE WORK AREA ABOVE THE FLOODWAY LIMIT AS DIRECTED. TOPSOIL WILL BE STOCKPILED ~ ~ 10' MAX WALL BY CON ENGINEERING ENGINEERING SOLUTIONS' - FOR.. REUSE. IN. AREAS WHERE SEEDING,. SODDING AND FERTILIZING. WILL.. BE.. PERFORMED.. ~ ~ 0 1' 6. ANY ROOTS, TRASH OR OTHER MATERIALS EXPOSED OR UNCOVERED DURING SITE WORK SHALL BE REMOVED & DISPOSED OF. ~ I I-~ ~ - •-Tfl=frr= • • ~ '-III-► I I- _ . 7. MAXIMUM CUT OR FILL SLOPES ARE NOT TO EXCEED 20:1 (HORIZONTAL TO VERTICAL). oae®®e ~C Of rF`0~ I a 8. CONTRACTOR TO BE RESPONSIBLE FOR EROSION CONTROL DURING AND AFTER CONSTRUCTION. UNTIL COVER IS ESTABLISHED & ~ y,~p'~.••~•'•'••• klld .a a~. • EROSION SILTATION HAS STABILIZED. CONTRACTOR SHALL FURNISH TEMPORARY SILT CONTROL MEASURES (SILT FENCES, STRAW ''•s BALES, ETC.) AS REQUIRED DURING CONSTRUC110N & SHALL REMOVE THESE TEMPORARY MEASURES AFTER COVER IS ESTABLISHED. ~'a; . ~ v• 2' MINIMUM BURY DEPTH THE PROJECT FALLS UNDER THE TEXAS COMMISSION ON ENVIROMENTAL QUALITY (TCEQ} TEXAS POLLUTION DISCHARGE ELIMINATION d 4 SYSTEM (TPDES) GENERAL PERMIT PROGRAM FOR STORM WATER RUNOFF MANAGEMENT FOR CONSTRUCTION ACTIVITIES. THE ~ ~ ~ J4HN RUSK CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE STORM WATER POLLUTION PREVENTION PLAN FOR THE 8,,,,,,.,,...•...•.•..••••••••••+'•• SITE, HE SHALL PROVIDE INSTALLATION, INSPECTION, MAINTENANCE AND RECORD KEEPING ACTIVITIES REQUIRED BY THE TPDES 00,x:; $,~'$$Q. .a ~ a PROGRAM AND SHALL SUBMIT REQUIRED-STORM WATER NOTICE OF INTENT AND NOTICE OF TERMINATION FORMS TO THE TCEQ. II'pa:, :~~~o` COPIES OF THE SWPPP & REQUIRED RECORDS• SHALL BE MAINTAINED-AT THE JOB SITE DURING CONSTRUCTION & WILL BE TURNED I~~fi•,CENS,.aG`d OVER TO THE OWNER WHEN EROSION/SILTATION HAS STABILIZED & FINISHED COVER IS ESTABLISHED AS A CONDITION OF FINAL ~~e0~~~O`N~Av~ v • ACCEPTANCE. TCEQ FORMS & INSTRUCTIONS MAY BE OBTAINED FROM THE ENGINEER OR THE TCEQ WEB SITE. GENERAL PROGRAM l~?•rf REQUIREMENTS ARE SUMMARIZED AS FOLLOWS: A) CONTRACTOR SHALL FILL OUT & SUBMIT SITE OPERATOR NOTICE OF INTENT FORMS WITH APPLICATION 2 /Zt~, f D FEE TO THE TCEQ. (SITE DISTURBANCE > 5 ACRES) f B) CONTRACTOR'SHALL FILL OUT OPERATOR INFORMATION FORM C) CONTRACTOR SHALL FILL OUT CONSTRUCTION INSPECTION FORMS & CONSTRUCTION SWPPP CERTIFICATION FORMS. D) OWNER WILL COMPLETE & SIGN THE OWNER CERTIFICATE & SHALL RETURN A COPY TO THE CONTRACTOR FOR INCLUSION W/SWPPP°RECORDS. E) PERSONS RESPONSIBLE FOR INSPECTION & MAINTENANCE OF SWPPP MEASURES SHALL FILL OUT CONTRACTOR'S oncre a eam N.T.S. ~ INSPECTION & MAINTENANCE CERTIFICATION FORMS. F) CONTRACTORS & SUBCONTRACTORS NAMED IN OPERATORS INFORMATION FORM SHALL READ & SIGN & DATE CONTRACTOR/SUBCONTRACTOR CERTIFICATION FORMS. G) COPIES OF ALL EXECUTED CERTIFICAl14N FORMS SHALL BE PROVIDED TO THE OWNER PRIOR TO CONSTRUCTION COMMENCEMENT. & WILL BE MAINTAINED ON-SITE DURING CONSTRUCTION. N) INSPECTION & MAINTENANCE REPORTS SHOULD BE FILLED OUT AT LEAST EVERY 7 DAYS AND WITHIN 24 HOURS EACH TIME MORE THAN 0.5 INCHES OF RAINFALL IS RECEIVED ON THE SITE. INSPECTIONS SHALL INCLUDE: t.) DISTURBED AREAS & M'ATERI'AL STORAGE AREAS SHALL' BE INSPECTED' FOR' EVIDENCE OF OR' POTENTIAL FOR POLLUTANTS IN RUNOFF. O 2.) CONTROL MEASURES SHALL BE OBSERVED TO ENSURE EFFECTIVE OPERATION. 3'-0" 12'-0" 3.) STABILIZED/STAGING AREAS SHALL OBSERVED FOR LOSS OF AGGREGATE OR EXCESSIVE OFF-SITE TRACKING. EXISTING CURB BEYOND .Dm . A p 4_).. ENSU.RE.. N.O.. FLO.ODJNG. O.CC.URS.. D.U.E.. T.O.. CON.T.R.OL.. MEASURES... ' ' 1. CONTRACTOR TO INSTALL AND MAINTAIN SILT 5.) MONTHLY INSPECTION OF COMPLETED/STABILIZED AREAS TO ENSURE EFFECTIVENESS OF FINAL STABILIZATION MEASURES, •D • .p•, 'j : .o ' •,e EXISTING CONCRETE PAVEMENT b u FENCE ACROSS DRAINAGE COLLECTION I) REVISE & MODIF7' CONTROL MEASURES WITHIN 7 DAYS OF INSPECTION AS REQUIRED TO CORRECT ANY DEFICIENCY NOTED. o; ~ ~ #4 DOWELS X 24" LONG @ 18" LOCATIONS AND TRENCHES TO ASSURE PROPER • ~ • - TRAPPING OF SEDIMENT. J) REPORTS SUMMARIZING INSPECTION & DEFICIENCIES NOTED & DOCUMENTING CORRECTIVE ACTIONS TAKEN SHALL BE ~ ~ ,~,.~~..T•.~,.,~~...,,"•r,.,..~umnn..ornnonr• tnicoCr'rtnnl"ACPfiRTC'.Tf1..FiF.41(:KIFr1. R! f1'ATF(7 ~ • , : .p . -4~,_ CENTERS- wJ CQOXY 6o.~~Y" 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE ' SITE. p 'D'• pA ,p•D p 3. CONTRACTOR IS TO REMOVE EROSION G ROCK ON EROSION MAT ; ° 6', . ~ j~~\~~/ CONTROLS ONCE SITE IS GRASSED ANO 1 #3L-BARS@18 O.C. o . '..p.• .~e.••• /\r;/ Q~ ~ .SEDIMENT-IS•STABILIZED~ A • • t~ , { a> p 'p ~ ° r~• METAL, WOOD, OR ' SLOPE DOWN 1 n , p, •'p : ° > ~ ~ SYNTHETIC POST OR STAKE • a . ,r CEO'. _ ~ p p • • p'• ••p ' . A . • PROPOSED EXISTING SOIL / / r- m ° COMPACTEDSUBGRADE 0'(~O~O~ • ~ \ p\RE OFF F~ / , r 'r/\ / #3 BARS @18 O.C. ~ / 2 RADIUS / FILTER.FABRIC . . , ~ / 2-#3 BAR ~ 5Uf P ' D „ p'. i- #3 DOWELS (a).18 FRG P.. D ° MVt MUKIAK 15. CUT OR FILL SLOPED AREAS WHICH ARE STEEPER IHAN s HUKILUNIAL iU 1 VtKIIUAL bNALL bt NTUKUMULI.n aCCUCu rnln Nor D' EROSION MAT PLACED. 16. NO FILL IS ALLOWED BELOW THE FLOODWAY LIMIT. CONTRACTOR SHALL REMOVE EXCAVATED MATERIALS FROM HIS WORK TO • CONTRACT NC DISPOSAL AREAS CONTINUOUSLY DURING HIS- OPERATIONS; NO- STOCKPILE WILL BE ALLOWED WITHIN- THE- FLOODWAY. 611005 RETAINING WALL BY COMPRENSIVE ^ A ° " ° " ° , ' D 17. CLEARED AND GRUBBED ORGANIC MATERIALS WILL NOT BE BURNED OR BURIED IN-SITE. THESE MATERIALS WILL BE REMOVED SHEET NO. ENGINEERING SOLUTIONS FROM THE PROJECT SITE AND DISPOSED OF PROPERLY. CLEARING SHALL INCLUDE STUMP REMOVAL AND DISPOSAL. t8: CONTRACTOR" TO"-OBTAIN- A' TRENCH SAFETY PLAN; SEALED" BY A" TEXAS PROFESSIONAL ENGINEER' FOR' CONSTRUCTION WHERE SLOPE IS POTENTIALLY UNSTABLE AND WHERE TRENCH EXCEEDS 5' IN DEPTH. C2 COMPACTED SUBGRADE a roncre a Flume N.T.S. 4 sitework Notes N.T.S. 1 N.T.S. i Fence i i I ~~t~~. 1 1 ;~,s, f 9 ® ~ J ✓ ~._L a C ECG S T1~TION, ~ Z THE STATE OF TEXAS. J ~ ZOOS N.T.S. INDEX'OF S~IEETS: SHEEP N0. I.D. DESCRIPTION 1 COVER SHEET 2 C1 OVERALL SITE' PLAN 3 C2 GENERAL NOTES 4 C3 GRADING, DRAINAGE & EROSION CONTROL PLAN 5 C4 ':WATER LINE LAYOUT PLAN & PROFILE 6 C5 WATER IMPROVEMENT DETAILS 7 C6 WATER IMPROVEMENT DETAILS (CONTINUED) 8 C7 PAVING, DRAINAGE & EROSION CONTROL DETAILS 9 C8 PROPRIETARY EARTH RETENTION SYSTEM, ALTERNATE 1 10 C9 PROPRIETARY-EARTH RETENTION SYSTEM, ALTERNATE 2 11 L1 LANDSCAPE PLAN 12 L2 LANDSCAPING DETAILS & IRRIGATION PLAN ti~~4~~ ~~yo 0~4 1.) THE STANDARD SHEETS SPECIFICALLY IDENTIFIED v ABOVE HAVE BEEN ISSUED BY ME AND ARE APPLICABLE TO THIS PROJECT. 2.) THE CITY OF COLLEGE. STATION STANDARD &P SEWERTCONSTRUCTIONE DOPTED BYTTHE CITY WATER ENGINEERS COUNCIL, JULY 1981 AND APRIL 1985 RESPECTIVELY ~q~~4 SHALL GOVERN ON THIS PROJEGL ,~a~ CONSULTANTS, APPROVED ~Y: „ °t ~ MANAGERS ~9 Ftl j~`~T'''`ma ' '».r _ f h ova • • - S. AID MUNICIPAL DEVELOPMENT GROUP P.E. NO. 63357 M.D.G. No. 000756-3518 1hFh'gsen'et1Flo3~al3~tiei18-R~,~tPfOSd 1tiN13518~aV E.Cr~q ~:;23`.76;SS So !',^»~z+•rl!~"'D~ntir I 1 1 1 r ~ 1 \ 1 1 ~ , - , V 1 \ t ~ ~ ,1.,_,~ \i , 1 ~ ~ N90'00'Otl'W ~ ~ ~ - - - ~ - - 55,00' , ~ , , , 1 1 1 t \ ~ ° 1 1 i 1 \ 1 1 1 i 1 \ ' \yj'a j 1 ~ 1 1 1 1 NOW OR FORMERLY w c Q 48 ~ ~ BURT WHEELER, INC. i, ~ , a ~g ` ~ 130.95 ACRE 4 \ VOL 1084 PG. 145 rylj G PERPETUAL ACC6S EASEA~ENT / \ ~ ~ fRObl: Y.D. WHEFlER, LTD. 'i, TOe REGENCY PARNMG, INC. \ _ ~ 0.134 ZONE R-1 . DDD .N 2 oA~o ~ r cer SEPARATE i ~ \ oN FlLE wRN ~ HIGH BANK / ` ,z►~s PROPERTY SINE 5, tom" r, \ T ~ ~ 6` \ C~ cT \ ~~'ss, N z a~ e © o r 0 L O a 1 gam. ~ \ 8ur1 ~ ~ \ r d►n . p 9 t~n\ ~ tsero~'~E 1 Q h, ~ ~ ~ N b , 0 _ o ~ ~ _ o i 1 o PHASE LINE -NOT INCLUDED N 4 N ~ IN TI11S PROJECT ~ _ ~ a a r PROPOSED \ 1 r RE HYDRANT FI ~ ~ \ \ Cn ' t ~ w r s' 1; ~ r ~ a~ , N ~ a ~ 15 P.U.E. ~ i r P o ~ BY SEPARATE ~ O N t ~ \ r .INSTRUMENT I ~ ( / ~ V r t , r,, ® / PROPOSED ~ v i 1 , J j ~ \ FIRE HYDRANT o.4 ~ v t 112' i t RIG N R A T . M EST~C MET / .r r. w~ i - ~ t METER i~ 1 i ~ d P POSED t , ~ i \ WA ER LINE A t ~ ' ` lane L t i , Fit C90 DR-14 ~ Zh i C s 1 t d ~ 1 i ~i G~ t tv 1 ~ ~ i. , t S S v: ~ ~ 7 ~ U/. o 1 v _ ~ o 0 0 ~ ~ ~ ~ ~ l ~ a ~ 4, t o~ ~ , o ~ ~ o o , 0 t _ 6~ Q / ~ ° t ~ 1 ~ WER 4,., B , SANITARY E 'i 1, ~ _ t CONNECTION AT F i I BUILDING. LOCATPON t ~ ~ ~ TO BE DETERMINED t ,h , j 4'' ~ BY PLUMBING O ~P' ~ i `am TOR C CONTRA t . n EXISTING ~ 1 ` t ~n ~ _t?~ ..E. c- P U .PROPOSED 20 0 Cn ER LINE ~ 3, ~ ~ 18 WAT S i BY SEPARATE INSTRUMENT ~ ~tor~ os I ~ ERS Ro Y 0TH ) om `d C a d 16 s - ~ ~ 7 ~ th , © 95 .-1,~ F.DC F .S i~ UILDING I 4. ~ N ~ , BY OTHERS ~ i; o ~ ~ ~ ~ ~ i T, o a ° 1 ~ . ~ 1 `O' D ~ ' ~ ~'re( et°~ ' ~ ~ ne SSE Sri ~ , ,E D 29--- A~ c ! I aN~ d Q, _ a~~~, ?~2 ° ti . Saar r" PROPOSED , FIRE HY NT i CITY OF COLLEGE STATION NT SANITARY SEWER EASEME N I J VOL. 399, PG. 107 _ o TO BE ABANDON 0 ' P.U.E. o 15 „ NOW OR FORMI ~I .PROPOSED 8 BY SEPARATE..,, GREENSWORLD SUE GRATCNG OVER „ „ ..:.INSTRUMENT PHASE I~ ~ a p, WATER:, LINE B VOL. 2438 PG. 4 X 5 -DROP i t C900 DR-14 t U - U BOX STR CT RE 1 ZONE C w 1 ~a o ~I a_w 3f;~ ,r; ~ 'i p ~ PR PRIETARY .EARTH scA~E. i = 30 0 RETENTION SYSTEM 4 BARS TOTI I SEE SHEETS 12 O.C.E.W OR C8 AND C9 o:~ SIDE WALLS z F wa ~ ® - a ~ E: R~ NOT o~ I w~ o< w> ALL DISTURBED." EARTH MUST BE" 100 w -z ~ COVERED WITH ESTABLISHED GRASS OR R~ w, ' ' GROUNDCOVER PRIOR TO C.O. ~ a ~ A( GEND SYMBOL 8c LINE LE B.O.C. RADIUS 4 BARS 6 O.C.E.W. , ...WOOD PRIVACY FENCE T( n n , Type U JL.:~i! U Y.~u -8"W WATER LINE TOP & BOTTOM SLAB NOT B 32.50' K 4.00' > ss SEWER LINE FIRE NOTE: ' TONY MICHALSKI, CITY OF COLLEGE STATION, ELECTRICAL DIVISION: (979) 164 ,Sbau ARE TO BE PAINTED RED. JOE MIKE GARCIA, CITY OF COLLEGE STATION, WATER & SEWER DIVISION: U EARTH FIRE LANE CURBS 'URE o SEE DETAIL SHEET C7 FOR FIRE LANE SIGN (979)764-3435 W -1 1 . TYPICAL CONCRETE HEADWALL 32.50' Q 4.0000 LIGHT POLE W /FIXTURE SEE ®wM WATER METER tv REINFORCEMENTS 7777 CK D 2.00M 32.50 o MARKING DETAIL. JIMMIE HAWLEY, VERIZON: (979) 821-4724 tto co(o ®Gv GATE VALVE i ONCOR GAS LOCAL: (979) 775-8416 N N E 32.50 4.00 p ss MANHOLE UTILITY DEMAN (n 0) ONCOR GAS COMPANY LINE LOCATION: (800) 344-8377 r- r, F 32.50' P 14.50' >FH FIRE HYDRANT TYPI TYPE MIN. AVG. PEAK (3x) TEXAS EXCAVATION SAFELY SYSTEM (DIGTESS); (800) 344-8377 W BUILDING SETBACK LINE SEW LINE SEWER (gpd) X 150 889 MIKE LAVENDER, COX COMMUNICATIONS: (979)' 846-1948 -c ~ 2.50 Q 45.00 - PROPERTY & PHASE LINE WAT t LINE WATER (9Pm) X 8.2 889 DROP STRUCTURE AT RETAINING WALL H 32.50- FIRE LANE IRRI E: IRRIGATION (gpm) X 80 80 CLIENTS REPRESENTATIV EASEMENT LINE PER SCALE. NTS PER FH (gpm) X 1300 MUNICIPAL DEVELOPMENT GROUP, LENWOOD S. ADAMS, P.E.: (979) 696-5359 SHEET 2 OF 12 VFAI X;\7091,3518 • HAMPTON INNl3518•SITF PLAN F.dwg, 0911812003 88:26$4 A14, HP Desgnlet SW.P0, Li r~ . , W., m . v..,r y i I - TER IMPROVEMENT NOTE 1. IT SHALL BE THE RESPONSIBILITY OF -THE CONTRACTOR TO VERIFY THE EXACT SECTION 290.44 WATER DISTRIBUTION SECTION 317.13 APPENDIX E -SEPARATION DISTANCES 1. IT SHALL BE THE REST LOCATION OF ALL EXISTING UTILITIES, UNDERGROUND. AND AERIAL, 'PRIOR TO ~ EXACT LOCATION OF' ALL E - CONSTRUCTION. {e LOCATION. OF WATER LINES ; THE FOLLOWING RULES APPLY TO SEPARATION DISTANCES BETWEEN POTABLE TO CONSTRUCTION. - WATER AND WASTEWATER TREATMENT PLANTS, AND.WATERUNES AND SANITARY 2. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE. UTILITY COMPANIES 48 1 THE FOLLOWING- RULES APPLY TO` INSTALLATIONS OF POTABLE WATER SEWERS. ` 2. THE CONTRACTOR 1S'f ( HOURS IN ADVANCE PRIOR TO ANY EXCAVATION, THE CONTRACTOR' SHALL ALSO DISTRIBUTION -LINES AND WASTEWATER COLLECTION 'LINES, WASTEWATER FORCE ELEVATION Of THE EXISTIN NOTIFY THE CLIENT'S REPRESENTATIVE IF DESIGN CHANGES NEED TO 6E MADE IN MAINS,. AND .OTHER CONVEYANCES APPURTENANCES -IDENTIFIED AS POTENTIAL (A) :WATER- LINE/NEW'SEWER 'LINE SEPARATION.. ,WHEN NEW SANITARY SEWERS PLANS 1S 8ASE0 ON RECD THE FIELD. 50URCE5 Of CONTAMINATION:-FURTHERMORE,`ALL RATING5`SPECIFIED SHALL BE ARE `INSTALLED, THEY: SHALL BE'INSTALLEO NO-CLOSER TO WATERLINES THAN i POSSIBLE MEASUREMENTS DEFINED BY ASTM OR AWWA 5TANDARDS`UNLESS STATED OTHERWISE. NINE FEET IN ALL bIRECTIONS. SEWERS` THAT PARALLEL WATERLINES MUST BE " REIJED UPC?N AS 8E{NG` E; 1,11LiTY CONTACTS: `INSTALLED IN SEPARATE, TRENCHES, WHERE THE NINE FOOT .SEPARATION RESPONSIBILITY TO AVOID' , TONI' MICHALSKI, CITY DF COLLEGE STATION, DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING `GUIDELINES WILL APPLY: LINES `AT HIS OWN EXPEN: EL GTR CAL IVISION: 979 764-3660 (2) WNEN`NEW POTABLE: WATER DISTRIBU110N ":LINES .ARE CONSTRUCTED, ~ I D ( ) THEY SHALL.:BE `INSTALLED: NO CLOSER THAN NINE FEET IN ALL DIRECTIONS TO OR NOT. THE CC)NTRACTO JOE MIKE GARCfA, CITY OF COLLEGE STATION, WASTEWATER COLLECTION FACILITIES. ALL SEPARATION 015TANCES " (1) ..WHERE A SANITARY SEWER PARALLELS A`WATERLINE, THE SEWER .SHALL 48 HOURS IN ADVANCE PE IVATER SEWER DIVISION; (979}764-3435..: SHALL -BE MEASURED FROM'THE `OUTSIDE SURFACE OF EACH Of THE BE CONSTRUCTED OF CAST:IRON, DUCTILE IRON OR PVC MEETING ASTM_ ALSO NOTIFY THE CLIENT'S I ~ `SPECIFICATIONS WITH A'PRESSURE' RATING FOR BOTH THE PIPE AND JOINTS OF MADE IN THE FIELD. ' JI~gMIE H~VtLEY,' VERI_ON; (979) 821--4724 RE~SPECiIVE'PIECES. ONCOR GAS LOCAL 979 775--8416 - 150 PSI THE VERTICAL SEPARATION SHALL BE A MINIMUM OF TWO FEET ( ) ONGOR GAS GQM4f?ANl' LINE LOCATION; 8OD) >*44-8377 ' 3 POTABLE ,WATER _DISTRIBUTION LINES AND WASTEWATER COLLECTION BETWEEN' OUTSIDE ;DIAMETERS AND THE-HORIZONTAL SEPARATION SHALL BE A" LIC ENTS .REPRESENTATIVE: - ~ ~ INIMU F' OUR N 1 MUNICIPAL DEVE OPMENT { M M 0 F FEET BETWEE .OUTS DE D ERS TH L TEAS C;{GAV~ITtON ;~AFLIi' Sl"51'[M (C?IGTE~S); (~a00) 3q~4-~S3'77 LINES QR FORCE MAINS THAT 'FORM PARALLEL UTILITY LINES SHALL BE IAMET E SEINER SHALL BE > ~ INSTALLED IN SEPARATE ,TRENCHES. LOCATED BELOW THE WATERLINE. LENWOOD S. ADAMS, P.E: MihC 1AVENi~EF,, LL11(, ~OMMIJNIGATION~; (97a) E146-194B: , (2} WHERE A SANITARY SEWER CR05SES A WATERLINE AND THE SEWER IS 3. ALL. WORK REQUIRED ~ r - ~JLNI` .[~k~'IaL L(~i;l1.l~L (4) NO PHYSICAL CONNECTION SHALL BE MADE BEPNEEN A-DRINKING U F I ! STATE RIGHT-OF-WAY~SHA , ~ ~ ~ , WATER SUPPLY AND A SEWER LINE. ANY APPURTENANCE SHALL BE DESIGNED ' CONSTR CTED Q .CAST RON, DUCTILE RON OR PVC WITH A MINIMUM PRESSURE MI~NIE,II r1t_ I?I.I t.Li?I h1T_N I t~RPIIE AN N UCT S0 T NT NY P i 1 RATING OF 150 PSi, -AN ABSOLUTE-MINIMUM DISTANCE OF`6 INCHES BETWEEN TRANSPORTATION STANDARi ~ G.. Al.IA ' - i'~:?.~ ~:1!`t9 D CO STR ED AS 0 PREVE A OSS B LI1Y OF`-SEWAGE ENTERING I,F N1i t ~l ` ` h1 " r `I" ' THE DRINKING WATER SYSTEMS, ' OUTSIDE DIAMETERS SHALL `9E MAINTAINED. IN ADDITION THE SEWER SHALL BE STREETS AND BRIDGES, LA ~ a ' LOCATED BELOW THE WATERLINE,WHERE`POSSIBLE AND ONE LENGTH OF THE , ,11 L 11'URb fil-L1i~Ild t t11~ '~I Irk ! 1 t nAUINC ANA? l?I~11N11~f 4 c1N°,T'ItiUCT1ON IN , ' ` SEWER PIPE MUST $E CENTERED ON THE WATERLINE. 4. :THE CONTRACTOR DUF ';1;~1it t;h;Ilf ail 11!rh` ',ILAii, E`~1NItlEI~l Ifs ifll at~~1`; I?t;l';ti~lhVt:N1 OF (5) WHERE THE NINE FOOT"SEPARATION DISTANCE CANNOT BE ACHIEVED, - . REQUIRED TO INSTALL ALL. , , , a , , , , ~ . ~ i;, , , , r° 7r THE FOLLOWING CRITERIA:SHALL APPLY. 1. its.AN E t r~~d11~ N ,,i1N11N1 1(IEIt Iili N,, ht I, 1,t~N.,1i~L~ IAN NIQt11~A~, ~ N ~ FOR'iN'THE TE UA~ XAS MAN . ~ {3) WHERE A SEWER C OSSES U DER A WATERLINE AND .THE SEWER IS `~ilti.° 1'; ~NI I'I~1i X11':` 1,11t i I h}fie+.N, {A) NEW 1~'ATET~LTNE INSTALLATION PARALLEL ,LINES. ` CONSTRUCTED Of ABS .TRUSS PIPE SfM1LAR SEMI-RIGID PLASTIC COMPOSIT COMPLY WITH ALL TEXAS 1 {i} WHERE; A NEON POTAETLE WATERLINE .PARALLELS AN EXISTING, E L PIPE, CLAY..PIPE OR CONCRETE PIPE WITH GASKETED JOINTS, A MINIMUM TWO- CO LEGS: STATION.:REQUIRE { ' Y1I I. l kll: G riN112~1~'1t:11~ l~l I,IN~ , t Itr1~31~ ,~P t`~aN~+i1211i 11,iN ` ti11 ! t t. NON~fRESSURE OR PR~SURE d~ATED WASTEWATER LINE{FORCE MAIN AND THE FOOT SEPARATION,,. DISTANCESHALL BE MAINTAINED: THE INffIAL BACKFILL SHALL ' ~.,;,,it ~~~t; ~'~,t:11.1 ~ 1E`'r , ~.I,;N~; 1N~? W~11~NlNt- 171.G1('I~, 1~; Ic, il,,.. 1~, !ti 1t.I. 1 X1,1 \I i tL,LED REGISTERED PRO~SSIONAL ;ENGINEER ISAE3LE TO DETERMINE THAT THE EXISTING ,5. THE CONTRACTOR SHA C~~ iDJ11 /CIICAIT AIATCC. CAAIITA DV CCIAICb AI~ITCC. ~ ~ 1~3 i r N i. r?s i, ~ !"+~2 ~ ~ 'f ' ~ ti ?l "ii'i';. 1 BE CEMENT STABILIZED SAND {TWO. OR MORE BAGS' OF CEMENT PER CUBIC t .N 4tI,;, 11 \1 ~~A 1.1L i.~i~ vt ~I ti~il k ti N. ; I ,-A ~ ANt1 ~ LINE'15 NOT L>~A}fiNG,`'THE~NEW" PQTABLE'WATERLINE SHALL` BELOCATED AT .EXISTING UTILITIES 'C)R SER i , ~ , t t 1'` ~ ~ , - , . - ~I ~ ,,..I, , ~ _ , ~.1~,~ ~ Y YARD Of SAND} ,TOR ALL .SECTIONS OF SEWER WffHIN .NINE FEET OF THE , ~.,~~htt 4.1 1~111i .1_. ~l_k1, L.C:1,19ti1;111_~NI ~ Ti,.AN~,i ~h1,11tON, l~u ~ ~IINt ~ 1.EASTTWOFEETABOVE THEEXISTING~LINE, MEASUREDVERIICALLY,AND AT CONSTRUCTION OPERATION. t'1?l 1,(l;llsit~t ~1t~1";. WATERLINE. TH{S INITIAL BACKFIL.L SHALL-BE FROM ONE QUARTER DIAMETER LEAST' FOUR .FEET AWAY,:. MEASURED HORIZONTALLY, -FROM THE ,EXISTING LINE. CUT BROKEN OR''DAMAGE EFFORT SHALT, $E;,.EX~RTED NOT TO DISTURB THE BEDDING AND BACKF}LL BELOW THE CENTERLINE: OF THE PIPE TO ONE PIPE DIAMETER (BUT NOT LESS UTILITIES=OR SERVICE;GNE OF THE EXISTING WAS"fiEWATER kINE. THAN 12_INCHES} ABOVE'THE TOP OF THE PIPE. CONSTRUCTION OR BETTER 117.iN>c~~ ,,~11~I 1.1 ~ ~~tJjtii; (Ti) V~'HERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING , ` CONTRACTOR'S OWN EXPEL ` 4 ,WHERE A SEWER CROSSES OVER A WATERLINE ALL'PORTIONS -0F THE i ~ , , is;~ ~ : , !r '1 , I N PRESSURE T~ATED WASTEWATER uNE AND 1T CANNOT BE DETERMINED BY THE ( ) ~ ,,.t ..,1, .1.1NL 1,,1 _ E ,P ,i,, 1 w r u.~C~ ~1 S IAL~ L,L. lsSEt1 I OR THE DES G SEWER WITHIN NINE FEE? OF THE 'WATERLINE SHALL BE CONSTRUCTED OF CAST i~: i'i"a 5x~`•1'y` f2~'UIi~E:MFNI`a. w1lbUl.t1 TfICRG C3E ANY~L`ONELiCTBE'TtUEEN ~ REGISTERED~PROFE5510NALENGINEER IfTHE EXISTING LINEIS'LEATCING, THEE- ~ 6. AL1.~ PROPERTYCORNE - - . ~ ~ IRON DUCTILE. IRON OR PVC PIPE` WITH A PRESSURE RATING OF AT LEAST 150 11~t ,U1. Lt~ ~ ~ EXISTING W~TEIUATER LINE S}IALI. BE REPLACED WITH A i5O PSI PRESSURE ~ 1 2° IRON RO AI IIII,, i~1~t\11,Nia ANO U.I .R. 1 ~~;~.b,Liat,, 1'E~ 0,5,H.A. STANDARD ,HALL PRE1~Ai1.; ~ ~ DS WITH C RATED.: PIPE. THE NEW POTABLE. WATERLINE SHALL' 8E LOCATED AT LEAST TWO PSI USING APPROPRIATE ADAPTERS. IN LIEU OF THIS PROCEDURE THE NEW GENERAL CON CONVEYANCE MAY BE ENCASED 1N A JOINT OF 150 PSI PRESSURE CLASS PIPE. TRACTOR TO WHI?N Ci)N011'iONti A1~1: SATIIRATEI? OR Sl;l3MERiEL} .USE TFIICH SHEEI`iNG. FEEi' ABOVE THE NEW WASTEWATER LINE, MEASURED VERTICALLY, {,ND AT LEAST MONUMENTS DURING CONS ~ , ~ ,.,r. •n-^ FOUR FEET AWAY MEASURED 'HORIZONTALLY, FROM THE REPLACED AT LEAST 18 FE:ET:LQNG AND TWO NOMINAL SiZES LARGER THAN THE NEW. CONSTRUCTION PLANS. SI 11k.k~ ~hti;.F:11NC Zt t h~S 't0 THE: LSD: S, h~ I~\LLY-Et1GEO 1'IML,ER PLANKS AT . , - ~ ~ WASTEWATER LINE. COM~EYANCE. 'THE-SPACE AROUND THE :CARRIER PIPE SHALL BE SUPPORTED AT CONTRACTOR SHALT. REPLA LF~~1Sfi I"IIf;EE lNi°.HGS ,9#1i:~9i, ~T~~EL ghtC~.l i•IL'lNt;, OR SIMI~~\R CONSTF,Ui,TiON 0 THE SPRINGLIKE WITH LL. , ~ a . - iii WHERE'A NEW POTABLE WATERLINE PARALLELS A NEW WASTEWATER FEET INTERVALS WITH SPACE S OR BE FILLED T AT HI5 OWN EXPENSE. TI I;,AI 1~1`HEN DTr`I1`EN t",I~ RLAC~D !N PObITlON Pf<OV1C1E A TIGHT WALL TO REaiST ( ) WASHED SAND: THE ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING THE: t.;4TEt~AL hRESSURE OF WAI~R. CLOSE SHEET'iNG REFERS TO THE ~ LINE~FORCEMAiN, THEWASTEWATfR LlNf SHALL $ECQNSTRUCITON OF 150 PSI DIRECTION OF~A REGISTERI -AND $OTH ENDS SEALED'WTTH CEMENT GROUT OR MANUFACTURED SEAL. TwL.~lt't~hIGNT OF PLANKS SIDE-B~`-SIDE ALLOWING AS LITTLE SPACE AS' POSSIBLE PRESSURE RATED PIPE THE NEW PC)TABLE WATERLINE SHALL gE LOCATED AT BE'1111+EEN TIiEh1. LEAST TWO'fEET ABOVE TTiE WASTEWATER `LiTtIE, MEASURED VERTICALLY, A,ND AT 7. ALL UTILITY MATERIALS r, LEAST FOUR "FEET AWAY, MEASURED .HORIZONTALLY, FROM THE WASTEWATER LINE. {B) ...WATER `LINEfMANHOLE SEPARATION: UNLESS SANITARY SEWER MANHOLES SUBJECT TO INSPECTION;. ' AND THE -CONNECTING SEWER CAN BE MADE' WATERTIGHT AND TESTED FOR NO ~ 3. ALL Sk~AC,iNG INDICATED' IS MEASURED CENTER TO CENTER. E3 NEW WATERLINE `INSTALLATION-CROSSING ..LINES. WORK IN WHICH MATERIAL. LEAKAGE, THEY MUST BE INSTALLED SO AS TO PROVIDE A' MINIMUM OF NINE - {i} :WHERE A fdEW POTABLE WATEREINE CRC>SSES AN EXISTING,. pE HORIZONTAL CLEARANCE FROM AN EXISTING.OR PROPOSED.WATERLINE. OR WRITTEN PERMISSION E 4, ltiALES ARE. TO $E INSTALLED WITH GREATER DIMENSION HORIZONTAL NON-PRESSURE RATED :WASTEWATER LINE, ONE SEGMENT OF :THE WATERLINE REPLACED AT THE CONTRA WHERE`THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, A CARRIER E3Y THE CONTRACTOR WHET PIPE SHALL BE CENTERED OVER THE WASTEWATER -LINE SUCH THAT THE JOINTS - r PIPE AS DESCRIBED IN SUBSECTION (A}{4} OF THIS SECTION. MAY BE USED FAILED TEST SHALL BE PA a. IF THE VER3iCAL'DISTANCE FROM THE CENTER, OF THE .LOWEST CROSS OF THE WATERLINE PIPE ARE EQUIDISTANT, AND AT LEAST NINE FEET WHERE APPROPRIATE. BRACE 70 Th{E BOTTOM OF THE TRENCH :EXCEEDS fiYdO AND ONE-HALF; FEET, HORIZONTALLY FROM :THE CENTERLINE-0F THE WASTEWATER LINE THE POTABLE . . s J_ 8. THE CONTRACTOR SHA UPRIGHT'S SHALL BE,FIRi~LY EMBEDDED OR A MUDSILI SHALL BE USED. WHERE WATERLINE SHALL BEAT LEAST TWO fEET ABOVE ..THE WASTEWATER tJNE. ' UPRIGHTS ARE EMBEDDED, THE VERTICAL DISTANCE FROM THE CENTER QF THE WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE:JOINTS IMPROVEMENTS A5 SHOWN LOWEST CRASS T3RACE TO THE BOTTOM. OF THE;TRENCH 'SHALL-NOT. EXCEED 3fi QF THE WASTEWATER LINE. IF°THE EXISTING WASTEWATER LINE i5 DISTURBED OR CONNECTION THE CONTRAC INCHES: WHEN MUDS#LLS ARE' USED, `~"EiE VERTICAL DISTANCE SHALL NOT EXCEED SHOWS SIGNS'4F LEAKING, IT SHALL BE REPLACED FOR AT LEAST NINE FEET IN LOCATION, SIZE AND ,GRAD 42 INCHES. (NOTE: MUDSILt.S ARE WALES:THAT ARE'INSTALLED AT THE-TOE BOTH DIRECTIONS 18"FEET TOTAL WiTH 150 PSI PRESSURE RATED PIPE. ANY DISCREPANCIES-WITH ( ) THE CONTRACTOR' SHALL D OF THE TRENCH SIDE.) {ii} WHERE A NEW "POTABLE- WATERLINE CROSSES AN EXISTING, PRESSURE STORM SEWER NOTES: RATED WASTEWATER LINE, ONE SEGMENT OF THE.-WATERLINE PIPE SHALL BE 9. WHERE CONNECTIONS ' 6, TRENCH JACKS MAY BE USED IN LIEU OF' OR IN COMBINATION WITH TIMBER ` :CENTERED OVER THE WASTEWATER LINE :SUCH THAT THE JOINTS' OF THE 1. CT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT CROSS BRACES. WATERLINE PIPE ARE EQUIDISTANT AND AT .LEAST; FEET HORIZONTALLY FROM THE LOCATION OF ALL EXISTING UTILITIES UNDERGROUND & AERIAL PRIOR TO CONTRACTOR SHALL PERFC CENTERLINE OF-THE. WASTEWATER :LINE. THE POTABLE"WATERLINE SHALL BE` AT CONSTRUCTION. LEAST INCONVENIENCE TO 7. IF SHORING IS THE CHOSEN SUPPORT .SYSTEM, THE INSTALLATION iS TO LEAST SIX'1NCHES ABOVE THE .:WASTEWATER': LINE. WHENEVER' POSSIBLE,. THE BE COORDINATED WITH THI START FROM THE TOP Of THE TRENCH OR EXCAVATIQN -AND WORK DOWNWARD.. CROSSING 'SHALL BE' CENTERED ""BETWEEN THE JOINTS OF THE WASTEWATER LINE. 2. ALL STORM .SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 10. THE CONTRACTOR SH " 1F THE .EXISTING WASTEWATER LINE SHOWS SIGNS OF 'LEAKING,' ,TT SHALL BE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS TOR STORM SEWER I c NECESSARY TO MAINTA N 8, SPOIL MUST BE STARED TWD FEET` <OR MORE FROM .THE EDGE OF THE REPLACED fOR AT LEAST= NINE'FEET IN ,BOTH DIRECTIONS 18 FEEL TOTAL WITH CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO ) INCLUDED DETAILS AND 0. 'EXCAVATION, AND BE' RETAINED IN AN 'EFFECTIVE MANNER. 1$0 PSI PRESSURE RATED PIPE.` PERFORM ALL NECESSARY TESTING CONTAINED THEREIN. ADJACENT IMPROVEMENTS. `1 (iii) WHERE A `NEW POTABLE WATERLINE CROSSES ANEW, -NON-PRESSURE 9. WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, THE WALLS RATED WASTEWATER. LINE AND THE STANDARD PIPE. SEGMENT'iENGTH OF THE 3. SEE STORM SEWER & DRAINAGE DETAIL SHEETS. FOR MISCEL.lANEOUS STORM 11. ° ALL FITTINGS AND SF y MUST BE BRACED, `SHEET PILED OR SHORED TO SAFELY SUPPORT' THE EXTRA WASTEWATER .LINE iS AT LEAST 18 FEET, ..ONE SEGMENT OF THE WATERLINE PIPE -SEWER DETAILS. MECHANICAL .JOINT, DUCTIL WEIGHT. SHALL. BE CENIERED'{)VER THE'WASTEWATER LINE SUCH THAT THE JOINTS OF " .THE WATERLINE PIPE ARE EQUIDISTANT AND AT LFA5T NINE FEET HORIZONTALLY 12. SEE WATER MAIN DEl ` 10. DIVERSION DIKES AND DITCHES OR OTHER. SUITABLE MEANS MUST BE USED FROM THE 'CENTERLINE OF THE WASTEWATER LINE. ' THE POTABLE WATERLINE FULL BODY DI FITTINGS SE TD PREVENT SURFACE WATER"FROM'ENTERING AN EXCAVATION AND TO PROVIDE SHALL BE AT LEAST TWO FEET ABOVE THE'WASTElYATER LINEr WHENEVER AND SEALED WITH AN APP ADEQUATE DRAINAGE OF THE AREA ADJACENT TQ THE EXCAVATION: WATER fS : - PASSIBLE, THE CROS5ING SHALL BE CENTERED BETWEEN THE JOINTS OF THE NOT ALLOWED TO ACCUMULATE IN~~A';TRENCH OR EXCAVATION. WASTE~NATER LINE. THE WASTEWATER PIPE SHALL HAVE A MINIMUM'PIPE 13. SELECT MATERIAL USEI STIFFNESS OF 115 P51 AT 5.0 PERCENT DEFLECTION: THE WASTEWATER LINE " ' EROSION CONTROL .NOTES. EXCAVATED FROM THE DITf 11. AN ADEQUATE, MEANS QF EXIT,: SUCH AS A LADDER QR STEPS MUST BE SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (SET CLAUSE (vi) OF THIS PROVIDED AND LOCATED SO'AS TO REQUIRE NO .MORE THAN 25 FEET OF 1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED .DURING THE DEBRIS LARGER THAN TWO LATERAL TRAVEL ' - SUBPARAGRAPH} FOR THE TOTAL LENGTH flF ONE PIPE SEGMENT PLUS 12 ENTIRE TIME THAT EARTH HAS BEEN BARED 8Y CONSTRUCTION AND 5HAlL STAY TO A MINIMUM OF 90 _ INCHES BEYOND THE JOINT ON EACH END. IN PLACE UNTIL ACCEPTABLE VEGETATNE GROWTH IS ESTABLISHED AFTER (STANDARD) AT A MOISTUR (rv) WHERE A NEW'"POTABLE WATERLIh~E CROSSES A NEW, NON-PRESSURE CONSTRUCTION iS COMPLETE AND'THEN REMOVED BY THE'CONTRACTOR. UNDER NON-STRUCTURAL . ~ I RATED WASTEWATER LINE AND A STANDARD LENGTH OF THE WASTEWATER PIPE. IS MINIMUM OF 98% MAXIMU6 .LESS THAN 18 FEEL 1N LENGTH, THE POTABLE 1~ATER PIPE :SEGMENT SHALL BE THE ` SITE SUPERINTENDENT, OR :HIS REPRESENTATIVE, SHALL MAKE A VISUAL CENTERED OVER THE'WASTEWATER LINE. T!?E MATERIALS AND' METHOD OF (STANDARD) AT A MOISTUR INSPECTION OF ALL SILTATION CONTROLS AND. NEWLY STABILJZED AREAS ON A FUTURE STREET AREAS. INSTALLATION SHALL CONFORM'WTfH ON~ CF THE Ft}LLOWiNG OPTIONS: -DAILY BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE {I} WTtHIN NINE 'FEET HORIZON','ALLY OF EITHER SIDE OF THE WATERLINE, MAINTAINED AND PROPERLY FUNCTIONING: ANY DAMAGED CONTROLS SHALL BE THE WASTEWATER PIPE AND JOINTS SkIALL BE CONSTRUCTED WITH;PIPE MATERIAL REPAIRED PRIOR TO THE 'END OF THE WORK-DAY, INCLUDING. RE-SEEDING AND 1. MATERIALS USED FOR FiLI SHALL $E SELECT" FILL AND BE LIMITED T4 HAVING A MINIMUM PRESSURE RATING OF 150 PSI. AN AB50LUTE MINIMUM MULCHING OR RE-SODDING IF NECESSARY CLAl:, (EXCLUDING SANDS ~ SiL15). NEW- STREET FiLI SHALL BE COMPACTED VERTICAL SEPARATION :DISTANCE Of TWD FEET SHALT- BE PROVIDED. THE IN G' LII"TS TO ;?6 ~ STANDARD PROCTOR DENSITY. WASTEWATER LINE.SHALI T3E` 000ATED BELOIY THE WATERLINE: 2. ALL .EROSION CONTROL MEASURES SHOULD BE :CLEANED OF SILT AFTER [t`" `(Ii) ALL SEOTIANS OF WASTEWATER LINE WTT1iN NINE FEET HDRIZONTAtIY EVERY .RAJN. . EROSION CONTROL SHALL 6E MAINTAINED AT THE EXTENTS DF THE FILL & OF _THE WA~ERUNE SHALL BE~~ ENCASED IN 18 FOOT' OR LONGER SECTION - Ft _ 1.t1~'EL AREAS WHERE INDICATED ON THIS PLAN: ERA510N CONTROL DEVICES { ) OF PIPE: FLEXIBLE ENCASING 'PIPE' SHALL HAVE A MINIMUM PIPE STIFFNESS OF 3. SEDIMENT FENCE, HAY .BALE BARRIERS, OR OTHER SEDIMENT TRAPPING SHALL BE MAINTAINED UNTIL GROUND COVER IS ESTABLISHED, ~ DEVICES SHALL CONTROL 'ALL STORM WATER LEAVING' THE SITE. ALL-FILL OR 115 PS1 AT 5.0 PERCENT DEFLECTIONv. THE ENCASING PIPE SHALL BE WATER LiN~NOTES: CENTERED ON THE'WATERLINE AND SHALL aE AT LEAST"TWO NOMINAL PiPE CUT AREAS SHALL BE HYDRO-MULCHED, SEEDED, OR SODDED. ~ THE CONTRACTOR SHALL TAIfE ALL;NECE55ARY MEASURES TO ENSURE THAT DIAMETERS LARGER THAN THE WASTEWATER LINE. THE .SPACE AROUND THE 1. I7 .SHALL BE THE REST 1 - ALL DISTURBED AREAS ARE STAETILiZED: THESE_ AREAS :SHALL $E SEEDED, N W 4. SILTATION CONTROL AS SNOW ON THE DETAIL SHEETS ILL BE r A .ION SHA P R A1' Flb_ FOOT OR- LESS INTERVA ` T(H ( ) LOC T OF ALL EXISTING CARRIER PIPE LL BE SU PO TED LS W f FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND CQVER WiTHiN 30 ( } I A SE5 "FOR MORE THAN 14 GAYS. SPACERS OR' BE TILLED ,TO THE SPRINGL9N~ 1}d1TH WASHED -SAND. :EACH ENp PROVIDED AT -ALL STORM :DRAIN .INLETS.-ONCE THEY ARE ABLE TO CONVEY CONSTRUCTION. DAPS DF COMPLETION, OR F CTIVITY CEA ti, _ 'WATER. THE SILTATION CONTROL. WILL BE REMOVED ONCE THE SITE HAS BEEN SEE:DlNG FOR EROSION CONTROL SHALL BE iN' ACCORDANCE TO TXDOT ITEM:-164 OF THE C~ASiNG --SHALL BE SEALED WTtH WATER TIGHT I,ON SHRINK CEMENT GROUT; CIR A MANUFACTURED :WATER TIGHT SEAL. AN ABSOLUTE MINIMUM ' - STABILIZED AND BEFORE THE ROAD IS OPEN TO THE PUBLIC, 2. ALL -CONSTRUCTION SH "SEEDING FOR EROSION CONTROL" OF:THE STANDARD: SPECiFICATiONS OF SEPARATION DISTANCE, OF SIX,INCHES BETWEEN THE ENCASEMENT PIPE: AND'THE STANDARD DETAILS & SPE HIGHWAYS, STREETS & BRIDGES LATEST EDlTiON.' 5. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT NOI WATERLINE SHALL BE.PROVIDED. THE WASTEWATER;.LINE SHALL BE LOCATED ( ) BELOW THE WATERLINE: WITH THE APPROPRIATE STATE AGENCY iN' ORDER TO COMPLY WITH TCEQ 3. ALL WATER :,LINES & A ` iII WHEN" A NEW WATERLINE CROSSES UNDER A WASTEWATER LINE -THE REGULATIONS. SAiD` N01 MUST BE TILED` lYdO DAYS BEFORE CONSTRUCTION ACCORDANCE, WITH THE CI1 O " WATERLINE WILL BE `ENCASED AS.DESCRIBED FOR ~ WASTEWATER LINES !IN SECTION -BEGINS. WATER CONSTRUCTION. IT H AE30VE 4R CONSTRUCTED OF DUCTILE IRAN OR'STEEL PIPE WITH PERFORM ALL NECESSARY 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A" NOTICE-0F TERMINATION AT MECHANICAL QR.WELDED°JOINTS AS APPROPRIATE. AN ABSOLUTE MINIMUM THE COMPLETION AF THE PROJECT. 4. THE CITY QF`COLLEGE SEPARATION DISTANCE OF ONE FOOTBETWEEN THE' WATER LINE AND THE BACKFILL IN TRENCHES FOI WASTEWATER LINE SHALL E3E PROVIDED. °E3QTH THE WATERLINE AND WASTEWATER ' - 7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL CONFORMITY WITH THE COP ' LINE; `MUST PASS A PRESSURE AND LEAKAGE TEST AS SPECIFIED IN `AWWA C600 J DEVICES AFTER THE SfTE HAS BEEN STABILIZED AND SOD OR .MULCH IN BEING INSTALLED. If THE `STANDARDS. PLANTED-AREAS HAS .TAKEN ROOT. NOT MET,-THE CONTRACTOT Y- (v). WHERE A NEW POTABLE WATERLINE CROSSES A NEW, PRESSURE RATED' WASTEWATER -LINE, ONE SEGMENT" OF THE ;WATERLINE PiPE SHALL BE `FOR EACH SUBSEQUENT TE 8. ;ALL AREAS WHERE EXISTING VEGETATION & GRASS. DOVER HAVE BEEN BARED ADHERENCE TO THE STAND TRAFFIC CONTROL NOTES: CENTERED OVER. THE WASTEWATER LINE SUCH THAT THE JOINTS OF THE - WATERLINE PIPE ARE EQUIDISTANT`AND AT LEAST NINE FEET HORIZONTALLY"FROM BY CONSTRUCTION `SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED, THE RESPONSIBILITY OF TN V AND'WATERED .UNTIL GROWTH 1S 'ESTABLISHED. IN DEVELOPED AREAS. WHERE THE CONSTRUCTION" PLANS 1 THE CONTRACTOR DURING ALL PHASES Of CONSTRUCTION Of THE SITE THE- CENTERLINE OF THE?WASTEWATER TINE. THE.. POTABLE WATERLINE SHALL' BE GRASS IS PRESENT; .BLOCK SOD WILL BE REQUIRED. BARE AREAS WILL BE SPECIFICATIONS SHALL GOV DEVELOPMENT SHALL BE REQUIRED ;TO; INSTALL ALL.'BARRICADES, SIGNS, AND AT LEAST SIX'INCHES ABOVE THE WASTEWATER LINE. WHENEVER P05SIBLE,>THE. WARNING DEVICES` AS CALLED FOR IN THE TEXAS MANUAL ON '.UNIFORM TRAFFIC CROSSING SHOULD BE CENTERED BETWEEN THE JOINTS Of 'THE WASTEWATER SEEDED. OR SODDED `WITHIN 14 CALENDAR -DAYS OF LAST DISTURBANCE. AND TO COMPLY WITH ALL TEXAS'DEPARTMENT Of GONTRCIL DEVICES, LINE. 'THE WASTEWATER' PIPE SHALL-HAVE. A MINIMUM PRESSURE RATING OF ~ 5. SEE WATER DETAIL SHI TRANSPORTATION REQUIREMENTS. ' 150 PSI. THE WASTEWATER LINE SHALL BE EMBEDDED 1N CEMENT' STABILIZED ' SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS `12 :INCHES .BEYOND _ a= ~r 2. BARRICADES THAT ARE FOR UTILITY CONSTRUCTION PURPOSES SHALL BE IN THE JOINT ON EACH' END. .PLACE AT THE TIME OF THE PROPOSED UTILffY LINE BORE AND ANY DRNEWAY W R NT TABI iZED SAND BEDDING IS RE UIRED THE EMENT C NSTRUCTION. (vl) HE E CEME S L Q C O ~ STABILIZED SAND SHALL NAVE `A' MINIMUM' OF 10 PERCENT CEMENT PER CUBIC ` " - TYPE S YARD OF CEMENT-STABILIZED SAND MIXTURE, BASED ON LOOSE bRY WEIGHT ' CW20 1a ROAD WORK (1500 FT) I CHANNELIZING DRUM ® 20' SPACING VOLUME (AT LEAST 2.5 E3AGS OF CEMENTS PER CUBIC YARD OF MIXTURE}'THE - CEMENT STABILIZED SAND. BEDDING` SHALL BE A MINIMUM OF, SIX INCHES ABOVE CW20-4d ONE LANE ROAD AHEAD AND FOUR,INCHES.BELOW THE`SEWER.LINE PIPE. THE USE Of".BROWN ` WARNING SIGN COLORING 1N'CEMENT :STABILIZED"SAND_ FOR WASTEWATER'LINE` BEDDING IS G20-2a RECOMMENDED FOR' THE IDENTIFICATION OF WASTEWATER FORCE MAINS DURING, FUTURE CONSTRUCTION._: SR1-2 YIELD TO ONCOMING .TRAFFIC ~c TYPE III BARRICADE S P RA ON I ' (6) WATERLINE AND. MANHOLE SEPARATION THE E A 11 D STANCE ;FROM A'POTABLE WATERLINE TO A MANHOLE SHALL~BE A MINIMUM QF NINE G20-2a END ROAD WORK - FEET. WHERE rTNE NINE f00T SEPARATION DISTANCE CANNOT'BE ACHIEVED; THE ` POTABLE WATERLINE SHALL BE ENCASED IN A JOINT OF 150 PSI PRESSURE PC)RTABI.E STOP SIGN ~ ' CLASS- PIPE AT:LEAST 1$ FEET" LONG AND .TWO NOMINAL'SIZES LARGER ,TITAN CW 1-4r THE NEW CONVEYANCE. 'THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED 'AT'`~FIVE FEET INTERVALS WITH' SPACERS 0R BE FlLLED TQ THE nwnn ~ _ nnAn u,nrw /enn R1 FDRI~Ir' I IAIG LVITLd WACLIGt1 SdKir1' TNC FAICACCAIRAIT PIAF' fiNAI I RF"'f~F~ITFRGfi ON THE CROSSING AND BOTH:ENDS SEALED WITH CEMENT GROUT OR 6,4 (1 N F3 MANUFACTURED SEAL /r 6.4 H J { (7) LOCATION OF FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET VERTICALLY OR HORIZONTALLY OF ANY SANITARY UT tip SEWER LINE ALL CONSTRUCTION SHALL BE IN ACCORDANCE N WITH CITY OF COLLEGE STATION STANDARD DETAILS & SPECIFICATIONS, W SHEET 3 OF 1E S h ~9e e1'Fm;~7sV~tia5IR - HWI-N TNN'v35leCEN-NOTES.,1,9, 01ld 2W371:04:,2I r", - - _ ~ _ - _ _ - ~ _ _ ,F~ O `,I / 'p t30.95'ACRE a ~ \ • \ VOL. 1084 PG. 145 • a ~ O CURB INLET, GRATEINLET ~ ~ R-I , OR JUNCTION BOX ' a / / ZONE ~ HIGH BANK \ / \ , ` ' 100. YR. FL00 LAI N DP ~ _ _ ~ PERTY LINE . PRO ~ ~ ~ t'i~r LAIN, t' ~N ~ v SHEEP NUMBER N ~ r ~N~ Q` \ .p ~ Q1 ~a~.. C. .FILE NUMBER I O E o \ o ~ Oo b 9 00050-35~~ I I to THIS DRAWING IS THE PROPERTY Of o trn „ire \ ~ N p~ N ~ ~ @ ~ <~0'E , o \ ~ N (J~ ~ <:O S~ lp \ 1 NOW-0R FOR ERLY ~ \ ` GR SWORLD S BDINSO N o o ~ Z / _ ~ (n: i ~ :J O O O 6' OT 2 8L0 K 1 \ ~ ~ N 4 p ~ PHASE III 'J` - o ~ N p ° O : < ' \ _ - V 478 PG: 55 2 ,2o PI1A5E LINE NO~NCLU D ~ of o~ 2 - TP N c'~ ~ a _ ~ I TI115 ,PrROJECT 1,© ~ N , o \ per,,, _ ~ ~ \ ~ 1 ~ ~ : I N ° ° \ ~ N ~ D n a t ~ A° . NN, W ~ w . ~ SIFT F NCE D O .,i 4` , - 1 \ ~m°"' 263, 1 3T 4 4" ~ ' ~ a \ 263,bi TC ° ~ 1 T 263.5 263, 4 263,81 Gs N ~ \ TC TC ~ TC t cT 1 ~ ~ \ a _ / t , 1 ' \ ~ 12 x 4 DUMPSTEI P s. 1 ~ Y P ACY FENC 1► M.H. 62,80 263,00 26 J a \ TP ~6 a. 1 _ T 1 14 RAGE _ ' T a _ 262,6 0 1 0 : p eta /n - / / 62,40 ` ' \ 1 1 ~ 11 V r _ ~ ` ~ 2~' 2 TC C ~ 64, 0 / c~ 6,2 . 2 23 TC 1 1 - I,, ~ a TC a 264,671 / °~o ~ ~ . 1 TC 54 Ode 264,32 , 64,13 ~ 81 1 T , Fir Tc _ ?g, C 263.96 ~h ~ F' /0 ~ ~ ~r s U , 4, 63 90 1 6 TP - TC ~I 1, ~ ~ a , N a• it ~ i . 1 TP ~ @/ ~ a 1 4 ~ On@ 6 , 264 2 2.; ~ o G 1 ~ TC 263 8 , ~ ~ 4,2.9 ~ 1 1 TC + 264,32 ' SW ' ' + SW - ~ ~ - .264.14... p Og 1 Tp: ~ 263, 8 '.64.39 7 0 S 26.10 ~"A 264,2 TP 4. 6 1 T ~ 26 4 ~ , TC 63, 8 ' 1 ~ i~, sew , iq ,TC O', ~ 64,27 ~ \ ~ ~ 0 1 Tc \ ~s CURRENTLY I , u 264 a ~ a o 1 ~ 4,2 \ 64,29. ANITARY S ER BEING' i T 1, 264 TC 1: _ 264~~ ! ~ C NECTION A REZ NED "~"1 ' , Q 1 z64.9r BUIL G (LOCATI _ rc r FROM 1 TO B ~ TERMINED ~ ` ' 64,97 U G. i C~ ~ ~ c BY PL C-2 Tc - ha G CONTRALTO mpto i 1 64. n TO - ~1 a TC , PROPOSED 0 P.U.E. ~ 264.n 264,97 Jr 1 Tc BY SEPARA E fNSTRUMENT St u~~es Tc 64.35 64. _ ~r~eS ~ TP 'Y OTHER op 1"~ Tc m U') ~ ~ fi n ~ iv N N ' N 264,3 / _ 7 U1te 1 S ~ 1 N i - N ~ .F Q _ r ~ O ~..A ~ ~ X 63,58..... O O VJ 63, ~ C ~4: _ ~ - - N 263,6 I O TC O t ~0 63.55.: y'' r ~ ~ 263.9 po ~ G + TC TC" V ! t~ TC 1 ~ i ~ 264,41 N cv 63, 263, SW - - J O ~ Q 264. _ ~ C r~ O 263,66 i 264,41.. C 3.85 ~ ~ T 1 SW - © 6 Q r °TC ~2~ ~ ~r on / , \ ~ a'. 263;4 ~ T ,9 ~ ~ @ ~ ~ _ ~ , iCB ~ SSE _ e TP 0 \ 0~ ~ qJC 64,3 k a gyp, ~ ` 0,50 ~ ~~P 2 TC 20 P.U.E. ~ ~ o ~ .7 CJ Q. a , at'o3'S1•"~!~ 2.76. C N ~ a e : »aoa ~ , jti ~ . 0 v'' ce. se'r~e aew 9. / 0 s . . ~ ClID 08' i, D _ k , O O ti _ _ N° 0 1 ; N ~ TP i CITY OF COLLEGE STATION . ~ Q' l 63 9 y 1 I ~ O Tc .SANITARY SEWER EASEMENT PR N o o ~P , r ~ ER o VOL. 399, PG. 107. n' ~ o CI ' i NF ~ o (TO BE ABANDONED) ~ ~ ,i, - S (LT I E I V C E NOW OR FORMERLY UlJd~n ~ ~ 9 GREENSWORLD SU801VISON <<►1@ PHASE II T ~ ~ r l _ VOL. 2478 PG. 255 1~~. r 1 1 ~ - ZONE C-2 1 it , I _ t~ . ~y~ r. ' SCALE: 1" _ 30' I I t. ACCORDING TO THE- FLOOD INSURANCE RAT AP TY TEXAS E M FOR BRAZOS COON , AND INCORPORATED .AREAS COMMUNITY N0, 4$0083 PAN L° N0. 01.42 C EFFECTIVE _ , E , DATE 'JULY 2, 1992.-THE OUTPUT DATA FOR THE FLOOD INSURANCE STUDY DATED JULY 2, 1 g`~2, INDICATES THAT LOT 1, 3.00. ACRE5 AS REMOVED FROM` THE . Y!I. F ~I LOODPLAIN WITH A LOMR--F WHICH IS ON FILE 'AT' THE CITY ENGINE R S OFFICE. E EROSION CONj~_0.1," DOTES. , ~ ~ ~~~A~~--N~ 1, THE SITE SUPERINTENDENT, OR HIS REPRESENTATIVE, -SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION r.=- CONTROLS AND NEWLY: STABILIZED AREAS` ON A DAILY BAS15• ESPEDIALLY AFTER A RAINFALL TO INSURE THAT ALL 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY .GRADED TO` DRAIN AT A MINIMUM"-0F CONTROLS ARE MAINTAINED. AND PROPERLY:. FUNCTIONING. ANY DAMAGED.. CONTROLS SHALL BE REPAIRED PRIOR TO i ~ 1.OOra SLOPS SO THAT NO PONDING OCCURS. THE ENO OF THE WORK-`DAY, fNCLUDING RE-SEEDING AND MULCHING- OR RE=SODDING IF;NECESSARY. a c R 2 UNLESS OTHERWISE SPECIFIED UNPAVED AREAS SHALL DRAIN AWAY- FROM BUILDING.. 2. ALL SEDIMENT TRAPPING DEVICES SHALL BE .INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN i AT A MINIMUM SLOPE OF 1.00 OR SO THAT THE .PERIMETER' CURB IS 6" LOWER THAN DISTURBED. ALL"SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN.-THE SEDIMENT LEVEL. REACHES 25~ THE FINISH FLOOR. ~ ~CAPACITY. ' SEDIMENT SHALL: BE DISPOSED OF BY-SPREADING ON SITE OR HAULING AWAY IF, NOT SUITABLE FOR FILL. j 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWAI:KS SHALL BE,1-1/2"' BELOW THE 3. `SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL .CONTROL ALL STORM TOP OF CONCRETE AND IN LANDSCAPING AREAS 4" ' W. WATER LEAVING THE SITE. ALL FILL OR CUT AREAS '.SHALL BE HYDRO=MULCHED OR-SODDED. BELO 4. SILTATION CONTROL AS 5 OWN ON THE DETAIL SHEETS WILL. BE PROVIDED AT ALL STORM .DRAIN INLETS ONCE 4. UNLES OT RWIS H , S HE E SPECIFIED ALL CURBS ARE RAISED 6". ~ ~ ) THEY ARE ABLE TO CONVEY.: WATER. THE .SILTATION CpNTRO~ WILL BE ,REMOVED ONCE THE SITE HAS BEEN 5. PAVEMENT. SLOPES SHOWN ARE F R STABILIZED AND BEFORE THE' ROAD IS OPEN TO THE PUBLIC, 0 THE ELOWLINE,OF PAVEMENT WHEN PAVEMENT j-- AND TOP OF CURB DIFFER. IN -ALL OTHER CASES THE TOP OF CURB 8c GUTTER SYM~.O~ SC ~~NE ~E~END , _ FLOWLINES ARE AT PARALLEL' SLOPES. 5. THE CONTRACTOR IS RESPONSIBLE .FOR FILING A NOTICE OF INTENT (NOI) WITH, THE. APPROPRIATE' STATE AGENCY i~ 1 P Y WIT TC R GU TIONS. SAID NOI MUST BE' FILED TWO DAYS BEFORE CONSTRUCTION -0-- WOOD PRIVACY FENCE N ORDER TO COM L H EQ E LA I. C ~ .API 11C/)CfAT1llAl [1t1A{-1 dC' ❑C►IAVt'11 AA111 TII[".TAA Bt~'rtr TAI-I'Nrttl DLIA11: t1f Q~r~A~Q - ~ ~ ~W~ WATER I INF . 264 PROPOSED Caeffidant (b) 89 4 45®S 0 M M STRIPPED FROM THE AREAS COVERED BY THE PAVEMENT, 6. THE CONTRACTOR IS RESPONSIBLE FOR 'FILING A NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT. LIGHT POLE Coefficient (d) = 8,5 I 7. ANY FILL SOIL SHALL BE SANDY CLAY HAVING A MINIMUM PLASTICITY INDEX OF 15 Zwm HAS WATER METER TP = 264.00 TOP OF PAVEMENT AND SHALL BE FREE FROM TRASH, ORGANIC MATTER OR OTHER 'FOREIGN MATTER, 'FILL 7. THE:. CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT:. CONTROL DEVICES AFTER THE SITE BEEN _ 50 YEAR FREQUENCY CONSTANTS W LO (D ~ N SHALL BE PLACED IN SIX INCH LIFTS WITH EACH LIFT WETTED OR DRIED TO A MOISTURE STABILIZED AND SOD OR MULCH IN PLANTED AREAS HAS TAKEN ROOT, ®GM GAS METER . _ ITC = 264.00 TOP OF CURB Coeffici ent(e)= 0.745 Rainfall Intensity~~o)= 11.148" V to Coeffident(b)= 98 su- 3.907 c!s ti r r 0 MH CONTENT 3.0% ABOVE THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO. A UNIFORM MANHOLE SW = 264.00 TOP OF WALK Coefficient (d) = 8.5 THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS AREA FIRE HYDRANT STANDARD PROCTOR DENSITY OF 95.0% OF THE MAXIMUM DENSITY AS OETERMINEQ BY W STABILIZED. THESE AREAS SHALL BE'SEEDED, FERTILIZED, AND WATERER TO ESTABLISH A SOLID GROUND COVER BUILDING SETBACK LINE ~ ASTM- D698. WITHIN 30 DAYS OF COMPLETION, ' OR IF ACTIVITY 'CEASES FOR MORE THAN 14 DAYS. SEEDING FOR EROSION K LINE TG = 264.00 TOP OF GROUND 100 YEAR FREQUENCY CONSTANTS CL ~ PROPERTY. LINE ; 8. IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL. STABILIZE CONTROL. SHALL BE IN' ACCORDANCE TO SPECIFICATION NO. 709 'SEEDING' OF THE CITY OF COLLEGE STATION FIRE LANE Coefficient (e) = 0.73 Rainfall Intensity (f~c) = 11.639 SATURATED AREAS WITH CEMENT SLURRY OR FLY ASH, STANDARD SPECIFICATIONS FOR STREET CONSTRUCTION. EASEMENT LINE FL = 264.00 FLOWLINE Coefficient (b) = 96 4,079 sfs Coefficient = e SHEET 4 OF I W0 E VMdgserv,~r%Pm)eRs170013518- HAMPTON INN33518-GRADINGe9-29-03.dwg, 09102Q00310:19:26AM, VTdgse,&,HPDep3 500, - - ~ _ - - _ ~I ~ _ r - L I ~ l_ ~ ~ SHEET NUMBER o; ~ FILE'NUMBER I ~D ' d' c No ' N ~ BURT OR F N 0 b V 1,~pgfF(fRMfRlr' OOQ756-3518 q o M ~oQ4 pc~F~'c. r ( ~ ~ \ \ ~ I ° THIS DRAWING 15 THE PROPERTY OF w c. I. 2 0 \ \ ~ MUNICIPAL DEVELOPMENT GROUP AND \ MAY` NOT BE REPRODUCED OR USED IN M 1 EXISTING TEE W/8" M.J. TEE . I ~ \ \ \ \ °o WHOLE OR IN PART WITHOUT CONSENT 8"x6" " " . ~ Q M.J. REDUCER'& ~ I \ ,.OF MUNICIPAL DEVELOPMENT: GROUP. ~ F H. A y STA. D+00 a r~H Q' \ \ THIS DRAWING:IS COPYRIGHTED AS o p ~Nk i _ ~ \ OF THE PROJECT DATE. i n 1 Rpp ~ ER~y I ~ f EXISTING 18"x8" M.J. ~ I. i ~ EXISTING 8 ANCHOR a ` I 8" ANCHOR .COUPLING ~ o ~ ~ P' oo ~ `r°~ 0 •p ~ ~ - \ SUPPLY TO BUILDING a ~ ~ 1 2" WATER METER ~ EXISTING TE " 8 M.J. 90 BI EXISTING TEE ~ ' ~FlRE DEPT CONNECTION o I EXISTING 18 x8 M.J. T E I 1 FOR IRRIGAT " M.J. 90' BEND ~ Y OTHERS ~ , I " ION, S-TiT • . +~0(~ ISTI G G ; & BOX • ~ ~ a i ~ 2 WATER METER EXISTING " C ~ q ' 8 AN HOR COUPIiNG ~ I FOR BUILDING'SUPPLY ~ ~ o ~ \ \ x SA~[C~Y~AI~E ~ Y w o ~ ~ ~ S + w o. Q { • I \ " o m a ~ ~ g Xg R a a ~ „ ~ ~ o 8 M.J. 90 BEND 1 ~ I ~ 1 +7 ~ \ STA, 4+78.89 STA. 00+ .1 1 + 0 ~ V - V ~ V-c~4'VF V V ~ ~m~ ~ a ~ I _ EXISTNG 18 :WATERLINE " a ~ I ~ < as Ate' ~ ~ Q Z y C 0, 4 24' R lane I Q4~ Q W 3. W o WATER A +4 I - ~ " i 8 x 6 REDUCER & 8" PVC C900, DR 14 U ~ ~ i ) PROP. F.H. "C" , ~ ~ ~ ~ ~ o U I ~ PROP. F.H. B WATER LINE B `STA. 1+78.89 ~ ~ a ~ \ N ' I ~ STA. 3+43.87 16 FT RIGHT ~ ~ ~ ~ ~ • b ~ ~ Z J I- I~ I ~t 8" M.J. 90' BEND ~ ~ ~ ~ w ~ ~ I ~ ?A 10" " ~ ~ STA. 0+ 0 U U ~ U~ o~ Q ( ' \ ?A EXISTNG 18" WATERLINE ~ a a a a ~ ~otw- i • ~ ~ ~ ~ ~ ~ ~ ~ ~ m ~ z ~~o Q c ~ ~ 0 0 0 o W wWtQ- o - o ~ c - ~ ~ obi ado m n Ll = ~ W I I ~ B~~N y 1 ~ R~~_ c XOJ w o U w wN0 ~ r. U ,Y'~ i it 7 WATER LINE ~B~ ~~AYOUT _ ~ r II . " - 1 SCALE. 1 - 40 SCALE: 1" = 40' ~ , as . a~,E~a,. '_.o s ;'a ~ r y~ o "351 ~ a`i,~~ g .e juT~;~ ~~~~~~~~.~ooa w,~l ' y ~~~~~ms~%~. i z i 268 > _ 268 " _ 266 ?64 264 i 262 ` 260 260 258 256' , r , 256 . _ m 254 m 252' w 252. i m i f (w • 0. I x c~ 250 ~ E 248... 248 s aotn m p I Q ~ '-Q 246 o 244 244 242 240 240 238 238 U x US N i 236 REVI D FOR Li o ► 236 cn, 236 COMP r~ CE W to U 0+00 1+00 2+00 3+00 0 0+00 1+00 2+00 N03V 14 2003 ti N r 0) COLLEGE - STATION W X PROFILE WATER LINE' Br PROFILE ENGINEERtNG a SCALE: 1" 40' H SCALE: 1" = 40', (H) 1" = 4' 1" 4' (V) SHEET 5 OF 12 F X:\700%3518 HAMPTON IAF113518wtrPP f.dng, 09/22/2003 01:30:59 Ph1, 11P1d9servertHP CCSIgrt1et 500,&t ~ - L - _ I ~I j I » i 6 M.J. GATE VALVE w VALVE BOX / j Q z X M.J: ANCHOR COUPLING _Q ' x ; ~ LENGTH AS REQ D BY o z ~ 0 ~ ° M.J..90 ANCHORING ~o , ~n GROUND LEVEL ~ . a~"P'i GROUND LEVEL OR TOP OF CURB ; ~ 4°~~'~a~: i OR TOP OF .CURB z m ta7 a J • 0. ~ r 1 1 1 111 „ ~ ~r r~' . r' ~ M . ~ ! I C I ~ ~ I 6 M.J. GATE VALVE 7 CU. FT. o o w/ VALVE BOX ~ w I -CRUSHED ROC 1 ~ I ~R o Q - i- { CONCRETE BLOCKING CLEAN GRAVEL v ~ ~ (2000 PSI DO NOT „ ; z . . M,J. TEE WITH 1 6 M.J. GATE VALVE PLUC W E HOLES ' • y';•:: • CONCRETE BLOCKING ~ I G" BRANCH ~ m.. _ w/ ,VALVE SOX - ) w/ CONCRETE) ' • 1i (2000 PSI DO NOT ~ w _ _ P J DIMENSION VARIES m •u • PLUG WEEP HOLES ~ (~kC: STANDARD ° . , , / r ~ , ~ l a•.; w/ CONCRETE) M,J, SEE DETAIL) r r' ~lal ~ , [ga, y' • Ipl " ' It7 a ' 101 0 4''' •t~9~ : ~ : ~~Y.: y, ! r r ~a~' • a ~~:c SET. HYDRANT ON 4 THICK CONC. n~ o s. ~a~fi' , , ~ ~s BLOCK OR BRICK o 0 6. = M.J. 90 ANCHORING BEND ~ . SEE M:J. 90° ANCHORING BEND DETAIL o ( ) o » M.J. ANCHOR. TEE 4 THICK CONCRETE 6"x13° M:J. ANCHOR. COUPLING ON WATER MAIN + BLOCK OR BRICK SEE M.J. ANCHOR COUPLING DETAIL 3 2 ~ N.T.S. ~ N.T.S. .BELL a:D, +1_-0 , TYP. PIPE PLUG CONCRETE; CONCRETE . CONCRETE 2 CONCRETE PIPE PLUG:.... PIPE PLUG • PIPE PLUG CONCRETE j' a >y , av ,y ~ s I - 4 , • r _ i. - I . CONCRETE 1 CONCRETE . y~ ; ~ CONCRETE CON R C ETE, CONCRETE ; . . s, ..t , y . S . . • . k• . .A a y - . . . •v5. , • i y.. • • y. CONCRETE • ' ' • ~ • • • . , y • I . • y r . . . ! . . • . NOTE: , ' ALL-CONCRETE TO 8E CONCRETE . THRUST BLOCKING. CLASS »B" WITH MINIMUM `y; : (SAME AS PLUG).; STRENGTH 2000 si & . y.:.. .y. :ti' P • . .POURED AGAINST UNDISTURBED SOIL t•.. : t.. ; ~ ti.; . . •yy: r5. (OR EQUAL) • • , ,y, y,,. y • +..1~ i - 5 4 ~ N.T•S. . . MAX 1" ~ N:T.S. j SCHEDULE II J 8' WT ~ . A wT 6 .y . a o SIZ ~ E (in.) DIM. In.) DiM. In. Ibs o ~ SIZE (in.) DIM. I ~;;r~ti~;,:,:. ~ ( { } ( ) (in.) DM. (in.) (Ibs) rti.,r,..+,.r~,. - 1. ..+.}r'' .:rr,:.; ;.•r,,.,r• r, Y .r ~ VARIES VARIES VARIES VARIES VARIES VARIES VARIES VARIES # SEE MANUFACTURES SPECIFICATIONS: • SEE MANUFACTURE'S SPECIFICATIONS. , ':~:tir; r{:r - - r:+ . . - 8 ~ N.T.S. * N.T:S. D.I:P. LOCK JOINT TYPE CARRIER 2.50 PIPE WITH BONDED JOINTS IN 8 ROTATING RING --►I MIL POLYWRAP (SEE NOTE 4) SCHEDULE ENCASEMENT PIPE MIN. 3 8" WALL ( THICKNESS, BY BORE OR TUNNEL).- SIZE. in. A B wTa ( ) DIM. (in:) -0IM, (in.) (Ibs) INTEGRALLY CAST GLAND ROTATING RING SCHEDULE NOTES: 6 15.5 10.56 100 L wT• 1. CASING SPACERS ARE TO BE ALL STAINLESS STEEL AS MANUFACTURED BY CASCADE Wi SIZE (in.) DIM. (in.) (Ibs) B OR APPROVED'EQUAL AND SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS. THREE 3 SPACERS PER TWENTY FOOT 20' OF PIPE LENGTH. THIS REQUIREMENT S 6 13 70 O ( ) RECOMMENDATIONS UNCESS THEY EXCEED THIS REQUIREMENT. 6 16 85 2. CASING SPACERS TO BE LOCATED AS TO PROVIDE A MAXIMUM OF ONE INCH 1 CLEF ( ) 2.50 Ham- L -►1 2.50 ,A 6 24 100 - 3. ALL D:LP. PLACED IN ENCASEMENT PIPE SHALL BE COVERED WITH 8 MIL. POLYWRAP P 6 30 1'15 4. PIPE JOINTS .FOR ALL D.LP. INSTALLED IN ENCASEMENT PIPE SHALL BE LOK-FAST JOI s 3s t3o CAST IRON PIPE OR APPROVED EQUAL 5. BELL AND COUPLED PVC PIPE JOINTS FOR ALL PVC PIPE INSTALLED IN ENCASEMENT F o ".SERIES 1500" DUCTILE- IRON RETAINER AS MANUFACTURED BY EBAA IRON- SALES OR F 9 10 6. ENDS OF ALL ENCASEMENT PIPE SHALL BE SEALED BY USE OF (MINIMUM) ONE-EIGHTH ~ N.T,S' ~ N.T.S. SECURED WITH STAINLESS STEEL BANDING STRAPS. UNDER SPECIAL CONDITIONS, AND. ENDS MAY BE PLUGGED .WITH BRICK AND MORTAR FOR-A MINIMUM WIDTH OF EIGHT IN( 0 7. NUMBER OF RISER /RUNNERS REQUIRED FOR STANDARD SPACERS. ~ - scHEDULE 4 RUNNERS .THROUGH 14 PIPE DIAMETER. N 6 RUNNERS THROUGH 36" PIPE DIAMETER.. A B wT+ SCHEDULE SIZE (in.) 7 RUNNERS- T ROUGH 48" PIPE DIAMETER: 9---~ m DIM. (m.) DIM. (in.) (Ibs) H A B WTI B 6X6 S 10.75 125 SIZE (in.) DIM. (in.) DIM: (in,) (Ibs)' 8X6 9 11.75 175 C106 w -j WITH SIDE WAIX 10X6 11 13.75 250 8X6 6X6 ` 9 8.,0 0 9 8.. 0 0 1 75 125 12X6 12 14.75 325 - 12X6. 12.0 12,0 325 13 w - s W to co C6 r o,[ to 16X6 15.0 15.0 615 CASING- SPACER DETAIL 1_ X6 8 13.0 15,5 670 * NTS e, 63351 rw r~rN 0 WATER SERVICE CROSSING STREET 1 1 1 2 N.T.S. * N.T.S. ~ N.T.S. i SHEET 7 OF 12 B I , *dtJyI~ r¢r,Fmi?Z''i70G 4518- H4MiTC',N 111~35:8D9SBdw7, 07114~2PJi ~f:15:52 N-J, a:enr, PP Dcsg:JC 500, - - - I:! d ~i ~i- I DOME ,fIN1SH , . CONCRETE,CAP - , PREFORMED METAL JOINT FOR v ~6,-14 SMOOTH DOWEL C~ LOAD TRANSFER 0 SAW- ' 1' CONC. 12 O.C. (GREASE ONE END} CUT 1" MINIMUM DEPTH NOTES MAXIMUM CROSS-SLOPE SHALL`NOT- EXCEED'2.00% ' FILL 4. ' 1X6 TREATED WOOD (REHAB CONTINUOUS, NO DOWEL} TYPICAL REFLECTORS PICKET PANELING: AT RiA O DINT M E L 1 2" EXPANSI N J ' / ~ ' & SEALANT MlN DEPTH OF 3 4" AS SPECIFIED ( 1 MIN. DEPTH 3'-0" 2X4 WOOD . , ~ , ; q. P RTIAL CONCRETE NAILER, PINE PIPE STEEL F LLED r 'd I ~ r - p. ' .."r9` ' .4 . a +1. d~-•-~ al..;a'~;.•. ~ fr....•t.;`~'i.+ ~ y a .a..•.4`;Mr=1 ti.:9.,.,5/ t d . + . FINISHED GRADE TYPICAL CONTRACTION JOINT ~4 BARS ® TYPICAL EXPANSION JOINT..: ~ ; - . • ' 18" O.C.E.W. (®5 SPACING) 50 SPACING AND AT ALL ; ' CONCRETE H 0 G _T .tt OT ER J IN1N S WI H ' , R4 , - , . f f CONRETE STRUCTURES 1 -6" MIN. f: BACKFILL ' . of . : •A - L ' CENTER SLAB:' SEAL W JOINT MATERIAL ~ rw . 31> MIN. i #4 SMOOTH BAR, RAY SONOMERIC C'T z, WIDTH VARIES ( N ~ ~ C~ 24~ MIN) LENGTH ; _ SEALANT OR APPROVED -tea C~ 16' .C, _ ~ ~ WOOD FLOAT FINI BACKFILL ..,EQUAL 1 SEALANT DEPTH ~ ,1 ~3 BAR ®12 , O.G.E 18_~ 2 2 2 •~v . Q_,• L. i -.-.+at ~lr-~-•o~rw'.~p5~,r-Jl r,-•~ e~;~X -`t•A-•~- d~'~f-;rrr+'ri~ ~ ' , , ~ . a r•;r f ♦ ;yr fr ~ 'f. ,.a ~ , r f II N.T.S. .f. . ' , a 'r C H SAND US IO ,a - 1,' , ♦ . Q., Y . , . .6• i 4 12" PBEpARED SUBGRADE METAL 0 PLASTIC CAP ,w11NSIDE NON-EXTRUDING ; i DIAMETER TO BE _1/1~' GREATER 1318" . p L FILLER THAN DIAMETER OF 'DOWEL BAR - 2" B SERIES N,T.S. „ ' ~ 1 118 . ~ _ _ 2 - ~ SIDEWALK ~ "RED STRIPE PAINTED ON C 2" C SERIES:. , HANDICAPPED STATIi MAXIMUM CROSS SLOPE OF 2.00%. 18 N.T.S. RAMP. (TYPICAL} t tl2 IN ALL DIRECTIONS HANDICAPPED PARKING 2" C SERIES I 1 4" R _ " - / SIGN TYPICAL) ' t ~ 2 ( 12 1 2° C SERIES - . . gl 2112° . , , ,w:•..•.a SLOPE TO DRAIN 12 6 6 -0 " „ ~y., d•:,,.. 94 tiK , , SIDEWALK , . ~ " 3 3 .,;:;~,.;;qa. 6 12:1 y 12:1 6' A SIGN MUST BE MOUNTED IN A CONSPICUOUS M 1' AX • M MAX • , LOCATION AT EACH-.ENTRANCE TO THE PROPERTY 311. 3" N.T.S. " MIN a . WHEN JOINING TWO 4 BARS i " I MORE SILT STO FENCES: TIE THE TWA II TYPICAL 2'-0" i 4 YELLOW PAINTED END POST TOGETHEf i. CURB & GUTTER " S FETY STRIPING `A WITH EXISTING NYLO j~ » n: " 6 15 A CORD 1/4 R 16 O.C. TYPICAL PAINT CURB YELLOW AT NDICA PED CURB STOP GROUND LINE SPACES. LETTERING TO BE BLACK; . OWNER TO PROVIDE STENCIL 1 " 3 .~•a ~ r~' a. ,f,r t . 20- (MIN , 12 •:•.A. PED IAN . ` i • .p , (STING GR . EX . . AISL . , . HANDICAPPED SYMBOL PAINTED YELLOW TYPICAL i~ ( ) ~ I. " 3 3 i " • SILT FENCE "SILT STOP" ~ 24 WOODEN POST, MIN. 3' LENGT ~PPROVEU EQUAL MIN. 24 (18' EXPOSED} MAX, SPACING 10' O.C. = 4 BARS „ ~ ~ EXISTt.NG GROUND 6 x 6 TRENCH 'i „ 4 WHITE COMPACT TRENCH B. PAINTED- STRIPING i TO PREVENT WASH( N.T.S.. " EXISTING. SOIL i, " g~_0 5-0 TYPICAL g~_0 BURY TOE OF SILT I - I 6 BELOW PROPOSE( , 8 -0 VAN ACCESSIBLE N.T.S. ~i N.T.S. _ S' MINIMUM :CONCRETE PAVEP 1. THE A ING ~ T 0 PLACED T I I U PAC OF 1. CONTRAC ION J INTS SHALL BE A M N M M S ~ I SHOULD BE 3,000 :.POUNDS PER 5 AND .SHALL HAVE A MINIMUM DEPTH OF 1 . REFER TO STRIPING SPECIFICATIONS_ TWENTY-EIGHT 28 DAYS PLACE[ FOR COLOR & TYPE OF PAINT. ' , PANSION JOINTS SHALL BE PLACED ALONG THE 'SIDEWALK: AT A - SIX 6)> INCHES., -THE MIX SHOUL[ 2 E`( ( i ' J TH R ' ENTRAINMENT AGENT FOR DURABII MINIMUM SPACING OF 50 AND AT ALL AD DINING EDGES WITH 0 E CONCRETE STRUCTURES. THE EXPANSION JOINT SEALANT SHALL HAVE' A I ; MINIMUM DEPTH OF 3/4 . 2. THE MINIMUM PAVEMENT- THICK G S. INCHE 14 1 2" " / j 4 :THICK (MINIMUM} 2 1 / 3. SAW 'CUT OR PREFORMED COP WOOD..FLOAT REINED CED R FINISH „ SPACING OF TWENTY (20) FEET F „ CONCRETE .SIDEWALK 2 10 6 O _ JOINTS AT A MAXIMUM SPACING L _ 3 ' 1 .2" I. / THE JOINT PATTERN SHOULD-:FOR FINISH. GRADE. 14 1 /2 EXPANSION JOINT ,PRACTICAL. ALL JOINTS SHOULD E f. 4 -11 1/2 18 HOURS OF,THE C EIGHTEEN. ( ) SLOPE ~ ASSURE PERFORMANCE,., ~4 DOWEL BARS (3 16,/FT MIN.} 24" WITH PLASTIC 2.00% MAX.). I. „ 2 b/2 4. CURE.THE CONCRETE BY THE SLEEVE C~ 32 O.C.. . . , 'r, a..+... . ~ , ,a CURING COMROUND, IN ACCORDA~ - ..,,,..i.•.1.. ..r~,',.~-;~~:: a.,a. RECOMMENDATIONS, . x•..14",1 ) II !1 . " ' ~ ' ~ 3/415 R 90° 1 /2 5. CONCRETE REINFORCEMENT SF BARS, GRADE 60 REINFORCEMEN' :INFOBCEMENT SHALL NOT BE CONTINUOUS i ~ THROUGH THE JOINT. CONSTRUCT n w.,•n+.~Y•nr•n.~urC' C+t i^l u. n nr e _ vJ w ~ i . r y COMPACTED MINIMUM OF NO. 6 SMOOTH BAR. ~ 2., SAND CUSHION 5 SPACING OF TWELVE (12) INCHE. SUBGRADE , . CONCRETE CURB SHALL BE ALLOWED TO MOVE IN & GUTTER #4 BARS ® 12 O.C.E.W. 6. THE SUBGRADE SHALL_ BE STA 6 INCHES WITH SIX 6 PERCEI c STRIPING SUBGRADE SHALL BE COMPACTEC NINETY FIVE O 95 PERCENT OF h HANDICAPPED SIDEWALK ADJACENT TO CURB r N.T.S. N.T.S. (ASTM D-1557). i X:\1UO3518 HAM7i014 INNytv_d751BDO1ti8, 08 1;2003 1127:55 AM `!n!CGyERVEft'dIP Ces';Nc4500, Lt i T _ - _ - i~~~~ a w ~s a ~ ■ i rr~u+~ I - - I'~ Li ~ . i . ; - I ~ _ l , ~ ' - . . . " - _ . SHEEP .NUMBER I FILE' NUMBER ' _ 00`0756=3`518 I ~ THIS DRAWING IS THE :PROPERTY OF MUNICIPAL DEVELOPMENT GROUP AND ' MAY NOT BE REPRODUCED OR USED IN WHOLE 4R IN :PART: WfTHOUT CONSENT. i _ OF MUNICIPAL `DEVELOPMENT GROUP. _ THIS DRAWING IS COPYRIGHTED AS I OF THE PROJECT DATE. ~ 1 - ' . O " i - i - O~ M i d' it O W Q ` . . _ I ~ww<. mHauw.x~~r rr aY,. ~r..r .ter>m.,~..~,x ..~.~c~ro:.~a.n..F :.«....2~=c.m..v..:.an+rau+rni.m~w~cw.+VC..u.,:M.-.~rww .t++„~k'kxwuo-.+4~rk_.ewmmr, .o w. +-r...~.mra~~.mwvnr~ hc.rnv:~r.iuw stimx>wR aaam.n.,m.,,,v.~„-.. w,sr.m~vw.,`.,nmu,~bss,ua.~ U YO ' d E - p ~,f :c~ ~~:}I'1 f C1,1 rfri,..,~ ! 1 $l 1 I y f' ~ 1 'r~+vut(W4WwTVMVUanuuuv ~ ' ~ V.~TC'. ~cumvro~,va~!iwWA~:.znf rT:~s~wY+u~r:frvimwtn~m~whu,'YnuWet'hMr.RW~vM~m~~PK~IU'+I',aLnn-rvM1x>~rvf[iR 3r, ~y«vyw~..w,...,u.wa..,aw..wm,~~..w~.q - : ~ 1 j~ C ~s„„vn<-.e.~mrnmrvw«+~~~o:cn.ncax+.mom~~nrnxw:wxwcea vsM.., ii uuw„wawe4a* u„,~,zne,.,mmw.~wr~xo 'i t~ ~ """`"'Y`"" ~~a,.~.~ j , ~ ~ V _ t . , t a.~u , _ t~~ ~ ~ ± ~ - a a ~ ~ ~ q s 4 3 _ ' i ~ P g ' ~ gg . - - ~d G t _ d I ~ j, w..,_,. 3 ~ ~ i i .a. q m ~ ~ i 9 . i i F ~ 1 i~ .~....u... ;j s ~ ~ . „ m,r_„_ ~ ~ , - - ~ 1,~, ~ L ~ ~ ~ „ f p,,.,. a e.vw,vwonsu,v~., ~«w~um f ~ r. ~ y ~ , •L(~PJ+Fnu«xr Y _ ~ ~ D ~ - }l:1 n ;f I i.'j ~ F{fi vH V.Wk[ .*p4C ' ~k~pLStYFLPGMwSw.olugpkA~'ILLPtKM3'~9M~d 4~M.rN.*.Wl1~ZVhTAa~nMaAUG,rom1m, F,\ n. . - „ h. ¢ 1~Y' ' r w»:r•MwHlrfxAVUreo!1VSnv ~ Av~m.~wMWr"+ema~ueauima~e~wvfMV.tuwortwn~t.~.r:~a'mmwmaa»++fW ~ ~ f. ~ r ' E. r ~rck. e~ i I' ~ ~t ,f'l i)..4 ~Y f $e a ee Q t I 4 I ~ t I .J 7 u q w..~~ y~. max.. ~ ~ . y I ~ ..r ~ ~ - ,._,,,.~~_.~M,w.,.,.~.a.. g , to , ~ . ~ 'I r . ~r. ~ r ~ , ~.4iTi _ s'i, t.,' i.' lti~fi? t 1, i~~,"f^ ~ } „ _ . _ f ~.~e t~t~ ~ I ` s .fi t' - r a i ~4 ~ x S. : ~ t r, .L < ; { q) ~ ~ . . , i ~ ,Iii oa _ 3~~ ~1IiC~I'1 i~l'i1~'CSi~ t;~ +~.C,3l:dCa _ ~ w , C 6 s ,,FL 4 u~.,..k ! i~a y_ c I o,r ~ tC"i Ci'rr~. it n ur I t.:v r- r ~ a ,r - ~ _ - r"3 SJ Vt it e_ i. 5 G+ D i ~w ,n,~.nM..~,. ~w0 1 ` I r , - i ~ ~ _ . - ~Cr :~I~ ,i(,.~r.„'"~.i r3~fi i.~i t [°,Jll I. ~ - I I P ~ ~ _ _ I ~ ~,t ~r~r" , t, a ,wr ,..Ir,~ri, i:~i" r r ~ s C t' i .a t . J, t I _ I,. . I a- _ I~ 'i}~ _ 3 ~ iS' U.c;^;i) t r ~ i ~ y CSI ~ ~iv ~ . G / I i1 1 r-- ~ r~ r i I C r V ~ U,Y a ~I _ _ i - ~t ('_~'i~~ r..~: :;.i ;1; r ,,fie - r11- ~ r 3 . F ) , 'I ' I i I ~ ~ I I,r r. I _ . 'i I ; Y i , - _ ~I, _ ~ , ~t_,;L~ ~'r?)zr;~,y~ti~ .ai~L~~E'i :r~ ~~1.~n;~i I ,__..I,.. R i ~y 4~~~~, ~ q ,~p„ ~ _..,~..,..~..w~_..~~~. ~..w..._~.~..~....~,..u~.. ,~,~,.~.4,~ aA.,,~~„~h, ~.~,w ,:M~ rn, ~ww,~,. „,ti. i _ 4 i i i I W MN -j `o I Po U ►'y 0)0) rte`, w to V ti N CY) CY) i. SHEET 9 OE, 12 E ±0'tINN`3S1R•2,X3fiej)df.dwQ, 0812712003 08:5554AM,IVdDW'ERVEKhPD IgrOctMjD 1:1 , i ~I w,. i I I I, _ i SHEET NUMBER.. ' FILE -NUMBER 00756-3518 THIS DRAWING IS THE PROPERTY OF MUNICIPA! DEVELOPMENT GROUP' AtJD I MAY.NOT BE REPRODUCED OR USED:IN WHOLE OR IN PART WITHOUT CONSENT OF MUNICIPAL' DEVELOPMENT GROUP. THIS DRAWING` IS COPYRIGHTED AS OF THE PROJECT DATE. i . 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"'1~ ,AFT 1~,,15'j ~ F '~i,. f "~P 99 ~ r.<_.; i ' _ 1 _ rc,~ern.o.:~ rv _~:ew y.cu~.,,o,,r. „ ,,orv,.,ww.k r.,.w......,:xFw~a.a.~,..,,rxvn...,,w~hw.. ~ , ~.~..,yv ,ems oee~m~wn-+.~n,ew wMic~Mannw,x~..,un.T,~.cwcwuma.-.e,...mv. gyn.: tr.,ne~~..,N.w.v.w am~.~~.nv~ ~ ~ _ _ P ~ava~0.n~~r; ewh?nnHWP r.vrup e: ;Me.N+ n.qw-erx:,ero . .~G'V xx w ~ alr,4m,. n -wwe.~t~.mnw ~nn.rnww.>'„ a..~wn,. ,w,ruc+mw ro ~ ~a.~:wm~++,w„-~q»~ ~~I. ~ i ' - i - P-4 (17) ,Qv C4 O M tg w U C'I W rX I SHEET 10 OF 12 VE _ , ..:A _ ~ a•~, fit.. ;2c j; - _ ~ - i i ~i ~I „ ~ ~ ~ LANDSCAPE PL„~N NOTES;." , _ , , _ , L IT SHALL BE THE' RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL ~ EXISTING" UTILITIES UNDERGROUND. AND AERIAL, PRIOR. , TO :CONSTRUCTION. i _ 1` / ~ ~s ~ , 2. THE CONTRACTOR- SHALL NOTIFY THE SHEt7 NUMBER APPROPRIATE UTILITY COMPANIES _48 HOURS IN FILE NUMBER ~ I e i 1 ~ -SHALL ALSO I NOTIFY THE CLlENT'SIOREPRESENTATTRAC+OR 0~ Q 7~ 6- Z 5 ~ 8 a ~ o ~ r ~ J d \ 'r DESIGN CHANGES' NEED TO BE MADE IN-THE FIELD. THis: DRAwINC is THE PROPERTY of N ~ , d I Nr ~ ~ ~ ~ NOW OR FORMERLY ~ a ~ ~y . ~ ~ /'d ~ ~ BURT WHEELER. INC. - , MUNICIPAL DEVELOPMENT: GROUP` AN0> I a / t~ 130.95 ACRE lJ ~ (Q I A VOL iQ84 PG. 145 UTILITY CONTACTS: MAY NOT BE REPRODUCED OR U5E0 IN o _ a 0 4a 8o CITY pF COLLEGE STATION, ELECTRICAL DIVISION: (979). WHOLE oR IN PART wlTHOUT CONSENT d a , i a HIGH BANK '764-3681 OF' MUNICIPAL DEVELOPMENT GROUP. ~ ' ~ sc~E• r'= Qa~ CITY OF COLLEGE .STATION, WATER & SEWER DIVISION:... THIS oRAwWG is coPYRicHTED AS ~ 100 YR. FL OD PLAI I F ~ PROPERTY LINE (979)764-.3656 - Of THE PROJECT DATE. II N 1 N ,N ~ ~ N ' ~ 'LONE `STAR. GAS -LOCAL.: (979) 775.-8416 L o 0 o c '9 LONE STAR GAS - LINE- LOCATION: (800) 692-4344 N O c ~ ~ ~ a~ GENERAL TELEPHONE COMPANY: (979) 779-4102..,. ° 0 N I Na' ~a d ~ CLIENTS REPRESENTATIVE u, li N~.~ oo b~: PR ~ ~ ~ ~ _ N ~ ~ o, a , _ Z OPERTY LINE ~ ~ II - F MUNICIPAL DEVELOPMENT GROUP: CENWOOD S: ADAMS, ~ o (f1 .,1 o a a ~ tJ~ ~ No a . p / ~ P.E. - (979)` 693-5359 ~ w i o 1 N o c ~ ~ Pf1ASE LINE - NO INCLUD D ~ o w oR aRMERLY N ~ N , lp ~ r~ , ~ I TH15 P OJECT GR SUBOIVISON 1 0,, ~ CONSTRUCTION N o L 2 BLOCK 1 \ ~ / 3. LANDSCAPING REQUIREMENTS ARE BASED FROM ° III N ~ ` d ~ N VOL 8 PG. 255 m o_ ~ LIMITS THE DESIGNATED DEVELOPMENT AREA AND ~ w o ~ ~,N = w c2~ ~ I Cn ~ ~ © o STREETSCAPING ALONG JAMES EARL. RUDDER FREEWAY. a 'a m°O a a . ~ ,o N N G ~ I 1 (95,173 SQ. Ff. ' a tl` \ ~ CS1 k~ o <c Ili r' p o . ~ ,,r o Q r r O o r?tiy Z d. Q U II ~ ~ 1~'7 C' s a : } 4J m ° 6~ ~ ~ ~ W W ~ }Zti' U ' 1., ~~i >.G ' i ' ' ~ NOW OR FORMERLY I - \ h, ~ ~ REGENCY PARKWAY INC. N OR FORMERLY ~ ~ W W ICY PARKWAY INC. W 0 N ~ t=j . ^ N Z 5,05 ACRE TRACT ~ ' , , Vol. 1219 PG. 280 h' 15 ACRE TRACT ~ ~y 119 PG. 280 ~ I' ~ ~ ° as ;~y- , C:• ~ ~ ~ ' , ~ 9'~i ' ~~I a 2, N ~ , S ~ ~ I ~ ~ F'c d ~ 11/Oha ~ ~ p , i O , J "'n, ~ i- 1 ,a - , h.. I ~ ~ , r { fL~, I ~C rl`~,}} I; '°~'1 ~ ! \ •0 ~ ~ ,f Q~ 0 / ~ yam ~ ~ . 1' ~ Pion ~ < nn ~ .`i. ~c~, Ch S r Q'' 3 SEor ultes I C~ • Room I 4'~"ti 79 les tJ~ ~ 1C, s ~ I t,~ N ~ ' ~~6, Suites _ ~ ~ 95 is f r~ m ~ F S a. 1 F II o;a-• ~ • , 4, o , o 0 26 ~ 0 1, ~ (~'1 i'a a N 4.50 ~ X ` m ~ S, Vim. I ~ ~d - a a ~ 1 p ~ • r `c . M7re \ ~ ~ I ~t ` ~ 1 ~ ono Jor~s f ,d N ~ ~~A/t ~ i . N ~S t ~ , I ~ d _ ^ tS' ~ ~ ~ ca . sneeeo :P J ~ 00 oeo, . ~s I p 3 l N o ; _ 26. ' ~r m ~ i ~ ~1 / N ~ p li J O ~ I p ' .l o t - NOW OR foRMERLY ~ A ' ~~pp4p1pp~ GREENSWORLD SUBDINSON 66: fhl+q/f1 PHASE II aia . M17 1 ~ VOI. 2478 PG. 255 j t I ~t L ~ 1 PING T 1. ALL CONSTRUCTION SHALL BE 'IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARD fi DETAILS & SPECIFICATIONS FOR LANDSCAPING TREE - - PLANTING & EXECUTION. c 2. ANY ADJACENT PROPERTY AND RIGHT-OF-W AY DISTURBED DURING CONSTRUCTION WILL BE RETURNED- n I~ CAL : 1 = 40 TO THEIR EXISTING CONDITIONS OR BETTER. S E 3: ALL CONSTRUCT ON DE R S SH I B I ALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR 'TO FIL ING AND PLANTI G i L N NCLUDING CONCR PH T I ETE, AS AL OR LIMESTONE BASE MATERIAL 4. ANY A EA N 'THE IT I R 0 S E NOT PAVED I PROVED OR . M j LANDSCAPED SHALL BE COVERED IN PERENNIAL'TURF I GRASS• 5. .THE CROWN OF ALL PLANTS SMALL BE ShIC;WTLY D E SCHEDULE OTAL ON HIGHER, AFTER SETTLING, THAN ADJACENT. SOIL NO. OF BOTANICAL COMMON SYMBOL SIZE TYPE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR - PLANTS NAME NAME REMOVING OR ADDING TOP SOIL AS NEEDED FOR THE INCLUSION OF THE SC?IL AMENDMENTS AS NEEDED IN 3,5 OR -MORE QUERCU5 .LIVE PROPOSE THE. PREPARED GROUND COVER BEDS. NOTE: 1 CALIPER ANOPY TI VIRGINIANA OAK 7. ALL GROUND COVERS ARE TO BE ALIG ED` IN n n . N .1 TO 3.4 PROPOSE ALL DISTURBED EARTH MUST BE 100 2 PISTACIA CHINESE STRAIGHT EVEN ROWS A D N TRIANGU LARLY S ACED AT P ° 14 CALIPER ANOPY TI CHINENSIS PISTACHE II THE sPACING sHawN otv THE .PLANT L~sT. COVERED WITH ESTABLISHED GRASS OR . N CO T n n GROU D VER PRIOR 0 C•0. 5. AlL SINGLE TRUNK TREES ARE TO BE STAKED; 2.1 TO 3.4 EHRETIA SANDPAPER PROPOSE HO N Y I 5 CALIPER ANACUA TREE ANOPY Tf SE A D GU W RES OVERLAPPED. 0 n PROPOSE 9 COVER AREAS TO BE PLANTED WITH 3" APPROVED 1.25 (MIN) LAGERSTROEMIA CREPE n 1. IRRIGATION SYSTEM ..SHALL BE INSTALLED BY 25 ORGANIC MATTER, t PINE: BARK MULCH AND CALIPER INDICA MYRTLE ON-GANG LICENSED IRRIGATOR. TREE 15-5-10 FERTILIZER AT THE RATE pF 15 LBS,/100 SQFT. OF BED AREA. SYMBOL ~C LINE LEGEND 1.25" (MIN) PYRUS BRADFORD PROPOSE f 2. IRRIGATION SYSTEM MUST SE PROTECTED BY ~ CALIPER CALLERYANA PEAR ON-GANG EITHER A PRESSURE VACUUM BREAKER OR A REDUCED j WOOp PRIVACY FENCE TREE t0• THE CONTRACTOR SHALL TAKE ALI: NECESSARY _ _ PRESSl1RE PRINCIPAL RACK F( OW dEVICE AS nnnnner MEASURES TO ENSURE THAT ALL DISTURBED AREAS "frW WATER LINE n~ INSTALLED PER CITY ORDINANCE 2394. 1.25' (MIN) MYRICA WAX -C N( E AR - ss 7 ON A ARE STABILIZED. THFS EAS SHALL BE SEEDED SEWER LINE 1 MYRTLE CALIPER CERIFERA TREE ON CANOPY FEMALE I 0 40 I 280 1300 PLATS./50 L.F. OF FRONTAGE; (300 x 349)/50 = 2,094 puts. I ~ V ' J N FERTILIZED, AND WATERED TO ESTABLISH 'A SOLID MO LIGHT POLE WIFIXTURE 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND GROUND COVER WITHIN 30 DAYS OF COMPLETION OR ®wM WATER METER TESTED UPON INSTALLATION PER CITY ORDINANCE ILEX YAUPON PROPOSE IF ACTIVITY CEASES FOR MORE THAN 14 DAYS. 6 1.25 (MIN) ~G~ GATE VALVE 2394. VOMITORIA TREE ON -CAN( SEEDING FOR EROSION CONTROL SHALL BE IN CALIPER TREE ACCORDANCE TO SPECIFICATION NO. 709; SEEDING" OF 4. 4 PVC: SCH 40 SLEEVING SHALL BE REQUIRED ~G T ~ FIRE HYDRANT RAPHIOLEPIS PROPOSI HE CITY OF COLLEGE STATION STANDARD'- INDIAN AS SHOWN OR DIRECTED' BY THE IRRIGATOR AND 5 GALLON INDICA SHRUE SPECIFICATIONS FOR STREET CONSTRUCTION. BUILDING SETBACK LINE HAWTHORN SHALL EXTEND 5' BEYOND ALL. PAVEMENT. 10. SEE MISCELLANEOUS DETAIL SHEETS FOR PROPERTY PHASE LINE JUNIPERUS PROPOSI FIRE LANE. 5. THE IRRIGATION, SYSTEM SHALL BE APPROVED BY 20 5 GALLON SEAGREEN PLANTING DETAILS. EASEMENT LINE THE CITY PRIOR TO ISSUANCE OF C.O. CHINENSIS JUNIPER SHRUE I x:vou+,3se-nasiarororrr~sre~F.ewq,a~Z31wa3r~:4~;aaae,nROesinletco.oc3,ia _ ~ 4 t SHEET NUMBER ~ FILE NUMBER ~ - h. r STAKE ABOVE FIRST BRANCHES :00756-3518 ~ I ~ ~ ~ r THIS DRAWING IS THE PROPERTY OF OR AS NECESSARY TO KEEP FROM SLIPPING ~ ` MUNICIPAL DEVELOPMENT GROUP AND.;` 12 GAUGE GAL WIRE ~u~~1 p j~, MAY NOT BE REPRODUCED OR USED IN WHOLE OR 1N PART WITHOUT CONSENT ~ ENCASED IN 1 DIA. h~~1"~-{ /r ~ OF MUNICIPAL DEVELOPMENT GROUP. ,.r RUBBER HOSE 1 ~ ~ THIS ORAWING IS COPYRIGHTED AS ~2) 2°x2"x8' P(NE STAKES OR METAL ~ nr 'f1.IL'_~~A ICnT nATC T POSTS • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE r ,f t,.~ ' z a r FINISHED GRADE 3 X LL DIA, x t FORM TREE WELL 2" ULC 8" IN HEIGHT ~ r' • rl• SPECIFIED PLANTING MLX WATER & TAMP TO UNDISTURBED - REMOVE AIR POCKETS SOIL ~ FERTIL M„»~ ; IZER EMOVE EXIST. SOD, BREAK SOIL ? TABLETS TO 8 DEPTH ~ THE ~ _ f E PLA LATIN LE R L ND N.T.S. ,t:~ ~ ti Yy? y t,,, ~ . ~ ~ ' 1 ~ ~ ~ 1 ~r i ~ (s~ ~ ~ .,l /lam ,~,d:~a' 4 ~ a :.7 r~"P"~ ,,1~~ ~1, s'{, ~ I k~ r ^i ,~s. ~ ,.S e Y ~t "Y ° i 5 f f 5.'' 3 y 5l ; ti"° f ~ r. ~ ,~i P k .1 ~ v ~ ~ 5 ~ t e, ' REMOVE ALL ~ . ~ j ~,;r• ` 4, . n i a~ LABELS 4, I i +a ` f FTC I ~^jy~'w+V' ~1 T ~4 ~l1 y S A '°w` fl i BARK MULCH AS SPECIFIED ~ ~ ~ :k rv ~ ' r 2 MIN. DEPT t , ~ ~a:~ ~ Y FII .d, l~ y,~ H • ~r ~ r:~v vz _ ~ p ~J FINISH GRADE ^ 1,5:.,, f, k,~6 ~ , i ✓ i r r' ~ y w A ~ - x+~' 1' f , ~ r . , u~;. ~ ~ r~tr'•ea ~ ~ r a ,t ~ , ~ ' ~ti.~~ rte'' w,.~ ~ ` PLANT HOLE TO BE A s. ti .o~ , 8 MINIMUM OF 6" LARGER ~ ~t )1;4 J } ~ ON ALL SIDES OF THE BALL , , s,~~,~jn REMOVE CONTAINER AND . i C~;y, 1`"~~:i~'~a ~ PRUNE ANY CIRCLING ROOT . ~n . ' ~ • ~ ~ ° 'nw a PLANTING MIX P -P N DE 6 AI N,T,S. ' WIDTH VARIES, 4' OR 6' AS PER PLAN VIEW 0 rcA r' o w w w ~ ~ U 0 0 0 U' ~ ~V _ ~ ~ ~ 2" THI K PINE BARK MULCH ...•...:a::........., FINISH GRADE 1 8"x4" STE D 1 EL E GING GREEN t COLOR ALL SIDES OF PLANTER IF AGAINST A CURB, INSTALL ~ n u BEDS EDGING. AT LEAST 3 ABOVE TOP MINIMUM OF 6 NEW TOPSOIL OF CURB B NTI N N.T.S. V4• _ f a G REVIEWED FOR J COMPLIANCE w { N NOV 1 4 20x3 Lo U w CD COLLEGE STATION .IOP~TS~111CE ~ ~ w a- U- SHEET 12 OF 12 g IAMPMN INN\35181sd b,dwg, 11/12/200306:42:55 PM, HMDGSERVEP\HP DalgNet 500,