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~ r-. r y; ,r. :a. -.s,.: r. t,;.h"}. ~n.TSVmsr.- P:. !'i 4'e-.'r+8' _ ,,F, ~ r. ~ r, "T. ~ , o: i'. ~yl fP, y~' ;.Fl. ,fir 0., .r l Sx.1 i ,v 1.. Pf Y,I ; a.. ,C_ ~Y~f' r.. & '.b b .YN ~ ~~i~ ,P ~fR"'" e . r5rrn, °;"T"i :r `P, r r ~ hn Y w n ~ a t r~ .'&1r• r .f~tiAR~':i&`~"~F~ -d" 8nmt7- i.'~S..t~':~!f: v1"~''.a+n .r ;u,i]G, mtiNRiL , rc k •-1 _ ~ ~ ~r~ i, r ; m yy ~ , .1 a~ ~a x.~ ' f i r °6.'f , %a ; ~1~'~ h F•4 ~ t ~ . 3+ y~ P Y4 'f YY'. ld: 5.~~ .~4e ~r -.~a' ;dy+' ~ . Ag, P :'1 . ~ ~ ~1 .r ' . • a~ r ,r ~ , ! ,k" a d D ~g:~ aµ ~1-~"'~ j ~ n n n nr~ 2 Cn1~n1 n U U v - U U ~~.r~ - r, ,l r~_. a,,;. k KJ ■ "k c. CC~ I'T A.. , ~..,t...~.,y_„ .._.._.~w,~_.,uus_,u... i. M ck., v ..~9 x.. A'' . Y., ' , "z~ l~f`T . ~ t ~ ~ ~;\P ~ ~ e , I ~ ~ n_ ~ ~ ~ o;; 1 i ~ ~ ~ ~ / i %i ~ ; / /i i r i ~ , 1 j. t . / f ~'4u ~ i ~ ~ p p ~r i ~ . ~ l . -W ~F 9 ~ ~ f , 1 l D C► ~ ~ f ~ o ~ d " " ~ ~ i% ir. ~ / J~ a e r 'l; ~ ; ;~:w ~ ; 0 Q 0 ❑o o❑ o - ~ a , 1 r law N fi F~ r 1n5Lc5~1It]LS U M, 4;1$~~Uxti~snri~x'arl~5nn~#nC~tluOr(~4JrL~511 rnr~ n TAM Qy MAP LOCATION ~rr:, i.b m 4 ilerwi5 i~rww~{~t5wu~p uN(P9o SCALE: I"= I vowt , v- e Ln r r # # n Ii, t - 1 .r: r t... ti Y.- - a:~i:.:'^p.. H~ ~°'~'~q.A4T .~1 " 'I'f ~f ~ ~ , r: ~ ~ ~r 1 . s . ~ Q ov ~ ~ ~z 0 W o~ ~F ~ e~ ~a 'i ' d~ =W o~ F ° ~ ~ ~ ~ ~ ~ a D ~ ~ r--, _ ~ O D D ~r - ' u-1 0 ',o nr~rar~nnnr~t~ ~~~n U ~ D U U U I ~i i- b r 4 S i ' ~I ~ f r~ ~ ■ ■ R^ ' t~iR 1 . ' ~i ~ ~ ~ h V C e PROJECT . A ^ ~r LOCATION b > r - J. ,a P rl . . ~ V n I fl d i D , - -~1 , li i~ it D D U. ~ . ~ , 8 ~4 `1 ~ D p ~ Y os.. f O L ' l'~/ ! ~ i t v i ~ ~ . 1 / ~ O%~' ~ i/ t e e ,~o u - ~ 0 0 0 . o0 00 0 I f tr J+ i «.i..DAIE BFOwNE, ~a. o /Z-ZZ,-Q~ a 8189 Qf? ~ ` a LJL:1~ 1?]t~til®1CC~q c o9 U'o~ QQ~ ~ a LOPATION MAP mm a IRWWME Dow. SCALE: 1 1,000't 1033M-00-3-06 P^m t OE s PAGES t OPYRM. T 2099, ASH WtO11W ~Mc, W. ~ i • 4a. w. o ~ t V~ 'I~I'.Ff c' o A6 _ - . , . . ~ a, _ - 21iS' -EDGE OF 180' -EDGE OF M _ _ . 1. TfE'~~p~fJ~iR , E1~ ~ PRdrER?Y IS MAIIEK >)M~UTTIERS OONSTRUCTiON, 2112 SOUTNWOOD W W - - - ADJACENT DA1VE ADJA T DRIVE °4tAta0N, lE)fAS 778fQ ~ Q W 0 EXISTING 8"/ - WATERLINE _ - 2. THE pjtOPER'I''T~515 OF LOT i BlOCK t OF THE JORDAN SUBDIVISK)rl. THE TOTAL AREA OF c ~ 0 11# LOT IS AOPRO%IMATEIY 81,457 SF (i,87 AC). 1HE LOT tS CURRENTLY ZONED C-3. ` N Q ~ Z ~ W I:. 3. THE SITE IS CURRENTLY t11~EVElOPED AND CONSISTS OF GRASSLAND AND PARTIALLY WOODED W STATE HIGHWAY 30 120' R.O.W. , --ew _ -aw- _ - - -aw-__ -98Z ~ - AREAS. 0 Z N ~ *a- N 45'03 43 E - 190.28 y~ 30 -0' 25' 4, THE PROPOSfb USE OF THE PROPERTY IS A SELF STORAGE AND OFFK2: COIAPLEX. ~ a - = w _ --r _7 - - -T - - - - - J-~ - --_~--i - - - T ~ T - ---f ~ ~ [ t ~ I ~ I t 98Z --saZ _ SETBACK 5. THE PROPERTY lS LOCAlEO IN 'FLOOD ZONE X' ANO iS 11,800 FEET EAST OF THE UTAl1S OF ~ ~ ? O W LINE 'F100D ZONE A' ON AN UNNAMED TRIBUTARY OF CARTER CREEK A5 SHOWN ON THE F.I.R.AI. (FLOOD y ~ ~ J EXISTING FIRE tSl,---- EXISTING OV'ERHEAO ~ ~ HYDRANT kw yw Hw p Y8' INSURANCE RAZE AIAP), AIAP NUTABER 4804100161 C, EFFECTIVE DATE JULY 2, 1992. Q ~ . N 45'03'43" E - 190.28' ` ' _ r EIEGiRiGAI ~ \ - T.. ._ut ; - _ - ~ ; ~ ~_r - cat --r - -T-- . ~ F _ - e _ ~ e - 1 O • . - i ~ ~ , _ rv-i. 1 ~ ~ i ~tl~ « i r a' _-t1" X o I~ ~ ti ~ i ~ ~ 2T-10" ~ _r I ~ i _ li ii i'f_~A;~L Iv I -AEif11l~'AU"F"Fi 2~.- -~'i~` I ! - ~ I 1 ~ 1 ~ - ' 6• . I i . --I SETHAq( ~ ~ a a : - °_;:_-t- h _ ~ ~ ~ ~ , ~I ~ ~ ~ a ~ ~ , I i ~ L ~ p" I ~ V ~ i. ' i i II i I I I i . p r I i .I 1' ~ j UNULhfytZ~iJT~p A. Cyr; TESS 0 i-80U-34a-8317 ELECTRICAL SERVICE: } B. CITY OF COLLEGE STATION -ELECTRICAL DIVISION 0 979-764-3681 ' ,~-284- ~ TO BUILDING. ( C. CITY OF COU.EGE STATION -WATER do SEWER DIVISION 0 979-761- 3435 a EXISTING OVERHEAD o f.F. ~ ~ ~ ~ 1 ~ ' ~ ! , D. T.C.A. CABLE 0 979-846-2229 C ELECTRICA!_ w I ELEV. ! - o ~I. c 283 ~ ~ ° E. LONE STAR GAS (LOCAL) 0 979-774-?501 rn _ ` ~ ~ SEE DETAIL 2.1 THIS m 2. ALL CONSTRUCTION SHALL BE MI ACCORDANCE WITH CITY OF COLLEGE STATION STANDARD a a PROPOSED _„r~.. ° WATER METER m PAGE FOR AREA SPECTFlCAIIONS AND THE CONSTRUC110N STANDARDS FOR WATER, SEWER, DRAINAGE AMD STREET ~ INSIDE DASHED UNE. CONSTRUCTION. TESTING SHAH BE PERFORMED IN ACCORDANCE WITH THE pTY'S STANDARDS. ALL a F F. ~ AND VALVE ELEV. ! ! ' CONSIRUC110N SHALL BE COORDINATED WITH THE qTY ENGINEER'S OFFlCE. i { ~ 283 ry~ry ~ OFRCE 2,500 S.F. h - J ~ - ~ - ~ ~ f a ~ ~ a ~ v~+ I d ~ I d ~ of ~ 'i., I ' f r tr, I ~ w ~ ~ PROPOSED 6"0 r s , ' d ~ i o) ( WAIERLlNE PROPOSED 4"m I f ~ ~xISrING t` ~ ~°J ; SANI~tARY" SEWER U11lJTY EASEMLNT ~ j v ' ~ i0 SERVICE 1 1 i ,l I ~I a ~ ! v i ! 3~ v ~ ~ ~ ~n I I _ z r,~15 , ~ , . L u)I ~ a _ ~ I I F.F. ;I+. _ o ~ , F.F. a ~ _ ~ rn ~ I e I ELEV. ELEY. o ~ ~ 282 282 . m Z i~ U ~ ~ ~ \ ~ ~ ''-j u dflZN 1 t ~ ~ .A\\ tV e\ \ ~ ~ ~ \ Q Q ` ~ .ti tiR \ ~ `4 HOUR ~ ~ . ° I ~ _ - 1 i " 0 _ i . \ ' - ~ ~ ~~t i 14,377 S.f. ~ y- ~ y ~ ~ ~ _ , , ' ~ ~ A~~ ~ ~ ~ A. \S • I a~~~ \ ~ \ ~ b \ f.F. \ ~ F.F. \ i ~ ~ `va.EV. ~ y , t ~ ~v: y - - _ ~ ' 281 ~ ~ . ~ ~ v ~ A ~ ~ ~ \ ~ 281 v rte, - - _ ~ ~ ' ~ \ f - \ \ ~ r ; \ ~ ~ o 1 , ° ~ ~ A ~.v ~ ,20' MADE F.F. ~v, ~ ~ ' - ~ ~ ~C ~ ~ ° F.F. ~ ~ \ ~ ~ 2~0 ~ ~ ~ . ~ l I 280 \ ` ~ ~ ' - ' 1~ ~ ~ 'P11Gt"~~ 3NE q I ~w~'mi~ sr~s+i ~~i~l Fr iY, i ~ e' w. sc eop i gyp" I Y I ! ~ ~ ~ 2~ I ~ ' ~ y i i r ~ " ~ t ~ 1'MIIG 20' s I DE:TENi'ION pNPSRII PAO rr i ~r~I, . . ~ ~ Ica FACNIIY 9a1~11 _ -''UT ITY I t 13'-P i _rt ~.r~nnr SANITARY SEYA:R 11A1H01.E iss- 1-.. - ~ _ _ - SS - - 155- _ ?16,0~~-- : ^ . .I BEGNJbrO aF 6' - _ ~ EXISTING - - . - PRIVACY FENCE. I ~ ss _ ; _ _ ~ ~ ~ ISS-- - _-155 V - - _ - r ~ r /-%r'c _ _ _ t I _ 1 T-6' 4'.SERVIf~-TAP - t SETBACK ~ - - TACK HEIGHT 4.1' _ 1 \ /t W , 196.59 . S a t L1Nf P S 5532' + / - ~;~.-t _ _ ~I __t - ~ HARVEY HILLSIDES _ c - BLGCK 2, LOT 1~ - t5' BUILDING CENTERIJNE OF tr,,,i-*' 9~ SETBACK LINE KONRAD EUGSTER cx~EElc. , , W „ 1ss.5 ~ I ~ s RESIDENTIAL c N 11 PROP C Tl N 1 t - SCALEi = 30, ° ~ SCALE tr x i u: ~ r . _ - ~ _ _ _ _ _ _ _ _ i I i 286 X~r n ~ ~ . ~ _ - - srA. o+o~t ~ _ Y I EXIST>HG GRADE ' i PROPOSED GRADE - ~ ' , ' ~ TVPE 3 282 ~ - _ _ . - _ - . _ _ _ _ t 2~'/:2'kt- _ _ - _ j _ STA. 0+161 _ - - - - 1 . - _ _ _ ' ~ .I. 22 1 2' BEND 1 6 I _ ~ 1_ } . F ~ i I I r _ . _ _ .u18 l1 _ . ; . 00 1,121}0 PVf ~ , ' - . - ...y ~ ' ('400 ct 200 PVC' y G.i. 90' BEND _ 274, FL 274.501 i REVISED BY: Em R.O.W./PROPERTY . USE 1274 MM00@=n#CUpHNec r Dacr.zooo ` 4_._ CON IVAIM~ON SIPM. 274! REVISED BY. AM 3+00 4+00 DATE: DEC. zooo 0+00 1+00 r 2+00 woak cr coaNO MMM~ unun~n, MWW& W*00 OMWM oar. U MM MAY WATERLINE P 1lIINf1 SAMMWSNOWK "M SCALE: ASSMWM IwiMW1 me licornNes"RMTM SCALE: HORZ. 1" = 20' uMm~►aM ~ PROM a ALL euiaeo ununES. © COPYRIGHT ~ ASH ~ MWW, E{ MMG. INC. 1033001-003-05 PAGE 2 OF 5 PAGES VERT. 1" 4' r r . i, r ~-~f W o~ 1. SEE PACE' 2 iOR (~7iERAl NOTES. W 2. THE DISCHARGE CHANNEL SHALL ~ A TRAPIZODIAL CHANNEL Q ~ (7 0 ~ 12 LF - CRK ra WITH A tO' w~E BOTTOM IMTH 3:1 SIDE SLOPES. THE CHANNEL ~ N ~ ~ Z TW 287.50 SHAH BE GRADED AT A O.Sx FROMi THE DISCHARGE STRUCTURE O W 43 LF - CRW 16.5 LF - CRW HT: 5'-0" TO THE CREEK. THE CHANNEL SHALL BE SODDED UPON W Z ~ a X73'-0" . TNf 278.50 TW 278.50 20 LF -.CRW 30 LF - CRW, 30 if - CRW 30 LF - CRW 30 LF - CRW LF - CRw I 35 LF - CRW ` I 18'-tt" 14' i 1 t I I I I I 3 R(~P nF,fanna act~m ~~t t ~ SmnFn uana cnuPt Enna O Q V1 Q ~ 16 LF - CRW HT: 5'-6" ~ HT: 2'-0 2'-0" TW 28200 TW 283.00 TW 284.00 TW 265.00 TW 286.00 ' HT: 2'-0" HT: 3 -0' HT: 4'-0" HT: 5'-0' HT: 5 -0" ~ TW 27&50 HT: 5'-6" - e e e- e- e a - f- ~--e e e e , e er- e~;+---e a f, e e e e -e e ._._...~.,r 1 ~y.~ a~a , 9 L .nom i,r.:~ ~ ~`.r,ttrm3. . s .S+ " 1RrC iW. _ it:F „ i I • t cTm.J f 1 ;J , - - DETENTION FACILITY ~ ~'0 50'-U" 27.0 _ s' F.F 274.00 - 274.25 ~ ; F.F. 280 . F.F. 281 F.F. 282 F.F. 283 Cl OF' EXISTING ___--2~4.~-_ ~ ) ; ; n / r: ~ ~ ~ , CREEK. ~ ' J' ~ ~ ~ ~ ! ~ _ I f .-/,J ice. ~ i / . ~ ~ ~ i 4~ 1 ~ , ~ / 1 ~ I ~ i t ~ ~ ~ 1 ~ ~ / U 'F ~•I 21'-7" ~ f r a ye J 4 6f ~T'VP.} I a ~a sv FL 2~4.as i r i ~ ~ ! f ~D 4 3 _ L{/ ~ ~~9 2 28 ; 280, 81 ~ 2 \ _ ~ ~ ~ G 1 ~ ~ >.1 ~ - l 1~ti'~ ' ~ ~ - 10~-6" TYP. - ~ . i ~ ~ ~ ! i ~ II F._ i it ` ,N 23''5"- ~ f'? ii I.. ~FL t" i 5 . ~ , 1 C'1 ~i I, ~I I i ~i I j f ~ ~ ~ i ~ ~ - - - ~ ~ . ~ ~ I I,., ~ 1 1 ~ I 1 I ~ 1 ~ I/ \ - ~ ~I it 1 l~ f l !I ~ 4 ~ . . N I ~ ~I V ' .d3 SY 1 I I ~i ~m o a 1 1 ~ yy,, a-' , y. ~4 ~ it . 541 ~ N ~ r { - JJ~I rn.iao , P:F.280 F.F. 281. F.F. 282 J F.F. 283 _ r ~ _ \ ~ ~ \ y \ ~ \ t f i \ \ a tea ~ ~ ~ \ i, ~ . , a `e i / / J/ , / / ~ i / 4 ~ , \ ~ . t ~ , 1 - _ _ ~ ~ i I ~ ~ ~ 1 ~ ~ ~ ~ L --;N►-~- - - , ~ ± ~ ~ ~ 8 ~ + ~ ~ . r ~ 7 `v ? 1 ! ~ 20'...6 , ~ , ~ '-0' , ti 0' a A t 1 T ,D ; 20'-6 a _ ~ : ~ 0 . ~ ,I ~ ~ 1 . ~ ~ ~ ~ OE. ~ t 11 i ' 9 ~ e..__. r.~__ ~ -'O I t' ;j ~ ~ ~ ~ ~ I~ - - ~ i -.~.--.r- t e t t t t t ,.._,_e t t t e e; t e , u, ~ CREPE MRYiLE 1-mod OAR SHALL CONTACT ~ EiECTFaC COIpANY FOR FlEIOCATION OF 6UY MARE. 20 LF - KSW I TW 284.00 3a0 LF - CR1N 45 LF - CRw I HT: 1'-8' 40'-4" TW 280.00 TMI~ 280.50 ~ 20 LF - K! `HT: 5'-6' HT: 3'-0' TW 285. • HT: 2'- j 27.8 LF - CRW 21.0 LF - CRW ~ TW 279.25 TW 219.50 1 HT: 5'-8" HT: 5'-6" 1 L A S _ , ~ SCALE: 1" = 20' zi, L'- '.CJ ' LANDS~RPE ANALYSIS ' ALD CYP SS - 3. " CA PER 1. TOTAL PROPERTY SQUARE FOOTAGE: 81,457 SF B RE 5 U ~ , ~ 2. TOTAL LANDSCAPED POINTS REQUIRED: 3,404 II ~ f~ I ~ j ~ j .i. NAkKiNi, SNACLS kEUUIktU f tIt :;UuAkt ruvl: ~cry'A~t I k _`,;i ;,i ut ''vFfICL ~I'Ai; 3. STFtEETSCAPE REQUIREMENTS: 8 CANOPY OR 16 NON-CANOPY TREES + N `I I f I f r 4. PARKING SPACES REQUIRED FOR PROPOSED BUILDING: 12.5 SPACES ~ ~ 4. TYPE OF TREES TO ~ PLANTED: 1 _ CREPE MRYTl.E - 15 GAL. BAiD CYPRESS (3.5 CALIPER) 9 0340 POINTS 2,700 PTS POINT DI B. CREPE MRYiLE - 18 040 POINTS - 720 POAJTS 1 MATCH ! C. DWARF PITTOSPORUM - 12 0 10 POAVTS = 120 PONTS • DWARF PITTOSPORUM - 5 GAL. 2 MATCH ! 5. TOTAL LANDSCAPED POINTS PROVIDED: S40 PTS 1 I ~ 3 C OF 25 4 C OF 2~ ~ { ~T ' 6 F'L18'F 7-. ' - - - - _JJE ~ _ ~ T PT _ _ .w-_. _ r{ _ t t t t' t t ! t t 8 PT i - y _ _ - _-~w-- - __._g . CREPE 9 PT v MRYiIE 14 TC w~° ~ 11 ~1C ar 12 TC 13 TC F BALD CYPRESS ` 14 TC is TC BATA CYF~RESS i6 TC ~ 17 TC ' ~ C 18 TC 19 TC i ~ ~ 1 21 TC ` a 22 TC 23 TC 24 TC Z!i TC ~ ~ I CREPE MRYti1.E I d 27 TC !i i I i ~ ~ ; i I : , ~ ~ . ! CREPE 28 TC ~ i F ~ .~,F~FE`.AT!C~J. _ a m i~ I ~ R RWN~; T~ T r j ( TW - TOP-OF-WALL TW - TOP-OF-WALL ,reef Anas c - cENYea a • caiEr - Fi► of t„ DIPAW a PITTOWOWM f yi LAND,%APE PLAN v= Al£: f' 30' z . ui. ~ ~ iF ~ ~ - Y 3' (AIM:) ~ ¢ ('3 0 0 2Z I I i , ~ N R ~ 0 ~ W p WW j CAP UNIT t. ~ , . _ 1__ - - - - ____1 _...__-1_ _ . - j._ _ _ _ _ _ ______1 _ _r___ _ - _ _ _ 0 Q ~ c i i___... _ - ,11~~~~ ~;,IJI_II', i I II - 4" AIAX. A ii ~,ir _ t _ k _ r - - j ii F+ ++i'~ 'Iii .1~ 1 _ r F _ I STAtJDARDS i1NIT5 OR ~ APPROVED EQUAL \ i - CONCRETE COARSE AGGREGATE (GRADE 2 OR 3) 7 1 1 4' I . . w ° BATTER I ~ n TYP. A3 REBAR 'Z' - ( ) T t ~ o 1. ALL BLOCKS SHAII BE MANUFACTURED BY 'KEYSTONE" AS SUPPLIED BY JEWELL CONCRETE PRODUCTS, WACO, TEXAS, OR APPROVED EQUAL. BLOCK COLOR SHALL ~ + BE SELECTED BY OWNER. CONTRACTOR SHALL CONSTRUCT ALL WALLS IN STRICT i2° n ~ ~ 1 lJ ( ' x N , , ACCORDANCE 'MTH MANUFACTURER'S REQUIREMENTS. ~ p• - i _ 12" CURB AND GUTTER SI t GEOTEXTILE - FlLTER FABRIC Z. I_ j CLR. y ~ ! I i . 2' FIBERGLASS DOWEL INSTALLED q~, AS PER MANUFACTURER'S ' CONCRETE OUTLINES RECOMMENDATIONS. HEIGHT OF ; I _ WAtI ~ A 8 o b 1 I ~ ~ t_ ~ (FL) (FT.} (FT. r. ~ ' 2" SA!© C . Ct35F10N 2'-6' A , (2 REBAR MIN. ~ 3' ~ !Y-~ 1-•6 n ' eee.n Tr~lOUS I s~ a~ N_ s~ N~_t CT 012' C.C. KEYYrAY -SEE DETAL TNIS PAtIE. O 3' I'~#ORt~MENT a' CiR. E - - it.~ HI'~4T Of C D . 0 1~, WALL ~ A ~ ~ I - -~_.1 a 12 12 1%`4 2`-9' r H rp 'Y 4 ~ M I. 1 T ~ } _ _ 1 N ~t1 1 - t2` 1 . ~ . HEIQiT OF ~ F - ~ wAll . ~ - C F >s" ~ , g'am' /J 12 12 /3 1s 0 12 b 1 - ~ - - - B ti'-0' 1. PLACE NEfP HOLE EVERY 10'-4" ALONG CON( RETAINMIG ~ SEE DETAIL PAGE. ~4 •8" g' ' 2. CONTROL JQN15 SHILL 8E OdN:31RUCTION AT ~ ~ 4.3.A TVP. LOCATi(BIS MM~fiRE A CHANGE M THE ~_~QN .VIEW t - -W TION. OP OF All ELEVA . ~ SCALE: N.T.S. ~ ~ • - 2'-6'---- E ~ u _ m ~ ~ „r: ri Mi + ~ m. 4 d ~ ~ I ~ , t'-6' /4 REBAR `L' 6 ~jl 1 ~ i ( ) 1 4.3.A A r~ t8" SCALE ~ 2• = r-o' KEY WAY NAIL - SCALE: N.T.S. 'J~ ~ 'r- ~ ~t ~ t'- V , ~ ( ) Au EocES To eE 2" CLR. E%P06E0 CHAMFERED 3/4'. g'-6' g'-8' AiN. (T1'P) - . 277.75 (2) /4 X lY ~ i'i ANhMA Cfl100 PVC SLEEVE 3' CC T11fai~ ~ 3 RECb ( ( 2n.lg ` 21b.~0 aARS o 1 s-sa' o ~ s' c.c., E.w. BARS o a• s -a M ~ ~ C.c., E.rw c.c., ~r~ sraNE ~ 27~,t>>~ ~ , ~k~ R~RAP TOPSOIL ~ 1, :y { t _ ' 274.00 ~ ~ ~ „ I'-6" ~ ;~~I ~ iki a a e n 6' UNDISTURBED _ ~ . _ _ _ _ a - _ _ - _ u..ninn~nnrn ~ I _ L DCDED "I ` ~ REBAR L ~ ~ - u~vuu w SOIL O6CC I STONE RIPRAP ~5,uuu P.5.1. UUNGKL It APPROVED BY: EBA -4 DATE: OCT.2000 SCALE: 1/2" = 1'-0" r REVISED BY. DDB DATE: MN 2000 f+°x.. i 4` (MOL) TOP 9011 COWACTM TO 85X STD. REVISED SY: SCALL 1/20 le, PROCTOW(ASTM DM9 DATE SCALE: AS SWMM i Ilrll O"Mam "Ii"am""y (0 COP11 T 2000 ASH BRONME ENS, INC. rrt>ROO trtupawa i 933M 003-05 PAGE 4 QR 5 PARES , n . e of . eft 'ti. a,.. :x to N. ~ ~ 5 tv'" ~ ~ - i~ S~ d ~ , 8,.,. a-. ~ a.~ • Gr. X, ,r n'~. yr s 'r,p.~ s.~„ ~n~'.. Ir ~z~ a -MJ'.~~ ..M,. _ r ~ :a y. „ ~ .r . •7 . ,r Y ~ 4. r , r - ~ e Y ~ r ~ , - s F NO1 ' NOTE: SF~IOE'S~FIIIi,Fp~DM~~ AS1R~Pfl~ Y LUGS. W 6` R1/4" ~ ~ W 0 yW~., 2'-O" B' M.J. FIRE Q ~ ~ F HYDRANT ~ Q ~ Z ' 15" N eARS E.w. 3• GENERAL NOTES: ~ rn ~ ~ 0 GRND. LEVEL. (j~ p 0 W H R3" aR TaP of Sr MAIL FwELY DMDED EARTH FTIEE of ROCI(, LUMPS, ~ aoos z ~ ~ F R3" 3" R1/4` 24"X24"X4" CURB. EXCEEDING 6' SHALL BE PLACED BY HAND Ec COMPACTED ~ Q ~ Q N CONCRETE(SLAB ~ AROW9D 1HE CAST IRON PIPE TO A DEPTH OF 12" OVER THE a " = w 12" f- 3" TOP OF THE PIPE. ~ ~ ? N I 2. All CONCRETE BLOCKING SHALL 8E 2000 PSI. E" ~ ~ OD J M ~ _ S• _ RETAINING ~ VALVE 80X t All THRUST RI OOKIN(' Will. PROVIDE A MINIMUM 7 SO. FT ~ " i ,i" (tYPI. I ~'~F PEbkf~!r, aRFn ,ni~(~Rr,r ,r~; ~~i~~.,n~aB~n snu,_, nR a~, ~ ANI'~ . .K. - . , a c° i" - - o . _ (zooo ~sl; 'I l ~ x ~ 6" M.J. GATE ~,Jl L~ SMALL Bt CV . f CR~ EA~„i~ t1E« & I rI ;i _:~zaN I VALVE i I Q 5. WATER MAIN YIILL NOT BE F1LLE0 UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 PSI. TYPICAL CURB AND GUTTER SECTION 6. ALL GATE VALVES TO BE: SCALE: N.T.S. 6" M.J. GATE 6'X13° M,J, ANCHORING • • ' A. "0" RING TYPE MATH NON-RISMG STEMS. VALVE do BOX. COUPLING (SEE DETAIL THIS PAGE). 7 CU. FT. CRUSHED B. MECHANICAL JOINTS COMPLETE NITH GLANDS, BATS, do ROC!( OR CtFAN GASKETS, GRAVEL C. OPEN COUNTER-aOCKVMSE (IFFY). E 3 FIRE HYDRANT RETAINWG _ _ D. FURI~SHED 1MTH 2" SO. OPERATING NUTS. GLAND _ CONC. BLOCKING E. All BOLTS 3 NUTS TO BE STAINLESS STEEL A304 OR A316. Q (2000 PSI). e~~c 6"X13' M.J. ANCHOR COUPLING 1. ALL FlTTINGS SHALL BE MECHANICAL JOINTS, UNLESS OTHERWISE SCALE: N.T.S. 4" THK~( CONC. (SEE DETAIL THIS PAGE). DIRECTED BY FiElO REPRESENTATIVE. BLOCK OR BRICK. 8. FACE STEAMER CONNECTION TOWARD NEAREST CURB OR STREET, UNLESS OTHERWISE SHOWN ON PLANS OR DIRECTED 8Y F1EL0 TYPICAL FlRE HYDRANT REPRESENTATIVE. 9• 6" M.J. GATE VALVES TO BE RESILIENT SEAT TYPE. SCALE: N.T.S. EDGE OF TRENCH 10. FOR FIRE HYDRANTS WITH M.J. OR A.C. PIPE SHOES, STRAPPING Q LUGS ARE FURNISHED AS STANDARD ITEMS. CONSTRUCT 24'X24°X4" CONCRETE TOP OF VALVE BOX TO BE FLUSH WITH FINISHED ii. IF DEPTH FROM TOP OF OPERATING NUT TO TOP OF VALVE BOX SLAB AROUND VALVE BOX EXCEPT GRADE OR SLIGHTLY RAISED ABOVE NATURAL WHEN VALVE IS IN PAVEMENT GROUND (EXCEPT IN PAVEMENT.) EXCEEDS 5'-O", THEN A VALVE STEM EXTENSION SHAH BE REWIRED. ~ w TAPPING SLEEVE - 2" CLR. (TYP.) .a e. ppp _ _ a ~ ~ ~ p ~ ~ . o ~ o NEW MAIN ' }4 BARS E.W. - - .a °o° a• L ' ' ~ MUELLER VALVE BOX OR EQUAL _ TAPPING VALVE 1 I {PROVIDE BOX AND SHAFT ~t R % MJ _ EXTENSIONS AS REQUIRED. SHAFT EXTENSION TO BE WITHIN 2 FT. OF INTEGRALLY \ ROTATING ~ ~ CAST GLAND RING t TOP OF YAIVE 80X.} (SEE SPEC. Iii EDGE aF TRENCH . 6" X 2'-O" SLAB ~ 2,-i~" Sff L OA1. INT iii-al~u in-~t~i ~iu~ ~~i,-u:. i- NI . uF~~r- pi _a c~.~ -t~.~ c~a _ CONCRETE BLOCKING AS PER THRUST BLOd(NNG OETM„ [,wu r~ ~.uw~cc~t . a ,!s a~ ~ i ~ ~ ■ rv u~r x►u .-..r r.~.uur i .w w ~ ■■~r-.ru■. ■ ~ s ~ ~ ■ UNDISTURBED EARTH Y CLEANWT STACK . CON(IItETE BLOCKING EXISTING GROUIn ~~i-ur_~o-'u G - • ii ~ . y : a' I VALVE BOX ~ e ' IJ v ~ • . ~ _ n TAPPNG VALVE 12" - EIOSTRNC Fl X MJ ' i'i , . NNAIO ai . ~ ~ 22 1/2"BEND OR _ !C`. APPLY OIE (1) F1FtA COAT (10 MILS) OF GOAL TAR EPOXY (1 (~1PONEN JOO-M OR Two 2 FIND COATS 18 ~ I/2"INYE T) -a(OPPEJlS, O k MILS aF TAR-BASE PITCH. BITUMASTK: No. d0 KOPPFRS ~ • • OR R TE TO ALL BURIED VALVES. 1 A v, ~ NEw YAII ~ , li . 1.IM i a ~ r~ i • ~ _ ~ . an~a ~a- r-m~i~~u~ at~~G ~ m -~~~it_m w u, ~~r ui:~ ~~~-i~ ~u ~ , _ ~ _ f SCALE: N.l:x ` (~NCRETE BLOCKING AS PER ~~~r~~' ~ TAPfgNG THRUST BLOCKM6 OfiTAL SLEEVE M BO1H VALVE. A10 SLEEVE (tNG,IR)MNG I'R1'R. Bq.T5► ANO FLAIIQES) Vii, SHALL BE .000BI,E NRAPPEO IAfAI #~NMtM 3 MA POLY IMiA/ PRIOR ro MN16T BLOCK PI,ACEII~M`t OR 81wi1r1.. Pi'E w1uL , I REMOVED FROM MAIf BY TAPPNIC SiIA! BE PROVIDED TO ENS. ' , NON-STRUCIit~_•. t P - ` I~~~ Y~IL~~ CONNEC110N ~L SCALE: N.T.S. ;;._,y ; ~ x~ 6" MIN. ( ) ifL ~ TOP SOIL SEE PAVEMENT SECTION DEPTH VARIES i CLASS IV A OR ■ IV B MATERIAL --•4 DEPTH . i • ~ AC110N l~ EM vAlnES 8 {MIN.) VVIIR" IYW 1'N~~~ • • ri • ~ ~ SELECT .MATERIAL B~IIh4F'tht. MAlf~ ~ RE~/j~,~/ S, ~ : , CLASS OF MATERIAL GENERAL DESCRlPilbFl OF ~ :.~~.k.~..~~:~~. CEMENT STABILIZED SAND NOW-5 ~ RAL . AS PER ASTM D2321 MATERIALS AF~EA . 1 SilTS~ ~,1Y i~,AY. ANQ ClA1fS. ; slb~ OF SA. ti O~ PROCTGft • • • • • • • ~ ~ ' PE OR Pi cud ~ OBt)B) III a m . ( o o ro • ~ ~ : ~ . IV A OR IY 8 ~ ~ OPI: ~ L ENCASE#IENT riii~ , U> ~'1"PES I~t,1~ C!I CL iiiri ' M~ ~ 12" MIN. ` SPRING LINE . I Cam, _ ~ 1111 ~ . tJF PIPE. ~ COII~E SANS ~ tiR11VRSr ~ ~ sTD: PROCtbtt ~ , ' RICLUDES V Y GRADER (AS1M'°O6(i8j ~ Q;'I~?'`; (A711~'' 0 0 TQ ~ i ~ i ~ ~ ~ ~ SANNOS AtO VELS CONrtA11oNO 4x NMI!VE OPZ ~ ~ T. ~ ~ ~ ~ SMALL P~gCENTAGES OF F]IES M015T~iE. YOZtt~E. i i i i i t i r i i~~ SOIL TYPE G11E 6P, Sw AND SP ARE ~~ir~~~ INCLUDED Ri TNI5 CU4SS. CLASS p OR III S _ _ 4 Of FINE SANG AND CLAYEY GRAVELS. INCUiDES fpNE SANOS, SAwto-cuY MATERIAi. WItJ#lIIE~ AMD GR+lVE1.-CLAY 4~ MIXTURES SGiI TYFE QM, GC, SM, `r'1'N'TI`- _ A10 S+C ARE NNCLUDED N TFIS` . ; PPE O.D. + 18" MIN. .PPE 0.0. + ~ 2;' MAX. SELECT MATERIAL FREE FLOWING W(TEflIAL wTTH NO ~ OF SID. PROCfik 93>< tJF 3'18: PROCTOR fiRM IANdSTUf~"D' St1t. - IF' URAPS OR 41HER PARTKXES (A5111 a69e) • 0 ro ' (A+91M DI9l~7) 0 D To 9oIL 15 uNSTAeLE, ExCAVATE LARGER THAN 1/2" WAMETER WITH 4X ABOVE OPT. 4X ABOVE OPT. UNSTABLE S0~ AS OItFCTfD BY i-~ r 7y~~-mil A PLASTI(`.fTY INDEY OF LESS THAN 'MOISTURE. MOISTURE. THE ENGINEER. {';i. ANIi I:j RELAtiVE.LY ORY, FREE FRCH+t FRQST OR ORGANIC DEBRIS i i AND NON-CORROSIVE. INCLUDES NOTES.- APPROVED BY: EBA 6 GRAVELS, SANDS, TRENCH TAILINGS, 1. MATERIAL CUSSES SHALL BE IN ACCORDANCE VATH ASTMN 02311. OR SIMILAR DATE: OCT. 2000 2 SEE 'COMPACTION AND TESTING REQUM FOR BACIU I. IATERIALS* TABLE THIS CEMENT STABWZED SAND SEE SPECIi1CATiONS SE£ SPECIRCAAOMIS.E ~PE7QAOONS PAGE. ~11NMPUM00"WeloL MlUNCOM W REVISED BY. TESTING RESTS DNE TEST PER 2W. T r OF MY DATE REOM BY: s alm, n tNror~a~r 1 iM1N0r1mom "W (EVC. op., Me cNrw~naioc+mor~w, DATE: t~oeosaa or ~u, rur4 wam~e. SCALE: KXS SCALE: Ai s"mm 1-00305 PPM 5 OF 5 PAGES 4OPY1il~ f 200x, A',~1 `k OROOW 0401lEk 1140. M. 1 f is . .,y Y? t I,+ 6:.'.. ✓ o.. ♦ , t .fir M1R n, f 3!, .b$, , ~`1 ~ , x ~ ....r`. ~ h,.. . f, .:-'r std k , , , , ~i a~ ,i;.~ _ t+h'• ~ W I Y ~ WW r 15 li - CI~hY TW 278.00 HT: Y-~' 12LF-CR~f ~ ~ ~0 ~Z TW 287.50 20 LF - CRW 30 LF - CRW 30 lF - CRW HT: 5'-0" ~ W O w 37'-8" .00 Tw 2 .00 TW 279. i 20 tf - CRW 30 if - CR 30 LF - CRW 30 if - CRW 30 LF - CRW 35 l 35 LF - CRW 18'-1150 4'- " i ~ ~ ~ to HT: 4 -0' 0" HT: 3 -0 TW 292 Tw 283.00 TW 284.00 TAY 285.00 Tw 286.00 TW . f,,~ , ~ ~ HT: 2 -Q" HT: 3'-0 HT: -0" HT: S 0" ~ HT: S 0 Hi TW 287.00 ~ ~ d Z 1 e c e e c e c e e e e c e e e c c -c c e e i a ~o i ~ I! ~ ~ I r° ~ 5 2 53 r. r - f i ~ a a v . _ x~ i / . 1 ~ r t ~ (i'fP.) i i ~ r r i i ' i~ r ~ - _ o ~ ~ ~ ~ ~ /i~ i ~i~~ ~i / ~ ~ \ A ;r ~ % ~ A V. \ i i~ N .I N \ \ \ \ 1 ' 1M I /f f ~fi i ~ ~V\l~ ~ ~ A •V~.VAA ~A~~ V~.~~ ~ j ny.~/ / "/iii /~'~//f. ~r ~,A~' \V~~~V'~~~ \ r~ / ~ / ~ V~~~ A 'j~~~ i / fi A~ '~~V ~ ~ ~ ~ ~ f ~ f ~ V ~ / / , , f ~ i ` \ ~ ~ I , N LOPED , D TREATMENT 1 ~ \ ~ ~ ~ ~ / / ~ , ~ ~ ~ ~ / ~ ~ ~ A v ~ J ~ SEE CONST. ~ ~ , ~ N T-0 ~ rei ~ ~ S~ D DETAILS. f \ > > A, , A f / ~ • - ~ ~ J, A. 1 / ~ / ~ ~ i I / ~ ~ \ \ 1 ~ / / ~ " ~ ~ / . . AV ~ ~ ~ ~ ~i I ~ f ~ ~ / ~ f / \ \ ~ ~ N ~ J I ~ / / ~ / ~ . ~ ~ , A ~ r i ~ f~ ~ ~ ~ ~~i i / % ~ \ / / /1" / ~ V ~ a ~ ~ ~ ~ ~ ~ ~ ~ i 20'-0 ~ ~ ~ ~ ~ ~ ~ 9 ~ 0 ~ ~ ~ ~ 8~ ~ ( ) 82 p , ~ ~ J t ~ ~ i ` \ \ ~ i ~ ~ V ~ ~ M1LET/DROP p) --iL~'- __-qb~_a.._ i ~ ' ~ ~ ~ 1 STRUCTi!!tE - ~ + w ~ ' ~ ~ ` ~ 'd,~., o +!~i ~ ~ ~ I SEE DETAILS ~ A \ ~ - ~ I 1 CE ! N 1 N ~ ~ • 3 i ~ ~ ~ ~ ~ I M H ~J / ~ / / / ~ 1 i/ i ~ , 24 ~ 24 ~ 1 ~ ~ ~ ~ ' ~ ~ ~ f j^ i 1 ~ _ ~ / / t t , , / , ~ ~ A Uri i ` ~ C_~-? ~ ~ i~ i ~ ~ / ~ f / . f 000 1~ ~ .I W ~ ~ ~ ~ ~ ~ ~ ~ ~ I , .r 1 ~ ' I ~ _v. / ~ ~ ~ ~ / / , \ ! ~ ! ; 2 ~ I r, \ . / \ ~ ~ I ~ / ~ ~ / / ~ ~ ~ r \ ~ ~ f yc, 1 ~ ~ V/ ` \ \ ~ I~ ! ~ ~ ~ PAGE 2 FOR GENERAL NOTES. I 1 o N V +d ~ 4 P ~I ~ _ n O ~ i 1~ BUILDING T1fPE: OFFICE/SELF STORAGE WAREHOUSE ~ ~ ~ ~ ~ 2. BtHIDING SQUARE FOOTAGE: WAREHOUSE 36.828 SF 1 JJ N ~ ~ ~ ~ 3. PARKING SPACES REQUIRED PER SQUARE FOOT: 1 SPACE PER 250 SF OF OFFICE SPACE 1~ ~ TO _ ~ ~ ~ j 4. PARIGN6 DACES RED FOR PROPOSED BULDING: 12.8 SPACES 5. PARIQrC SPACES PROWDED: REGULAR: 12 " ' HANDICAPPED: 1 a, ~ N ~ ~ ~ ~ ~ 25 -6 < . LZ /g .5~-KSW ~ ~ -OE E .00 t1 t0 t3' ~ ' S h ~ -8' I _ ~ 1 _ - ~ e 3' 4' -~--e e e e e e---•-~r --r--'~ t e e 1 / / i v ~ (TYP.) 4'-10" ~ o 11'-8" I ~ ~ m 20 LF - KSw 20 if -KSW ao I~ - car 40 ~ -caw 4G ~ cRtr 45 tc - cRw i Tw 284.00 , TW 279.00 TW 279.50 TIN ,Z80.C0 TW 280.50 HT: 1-8' TW 286.00 HT: 4~-0' HT: 5-8" HT 5'-0" HT: 3'-0" ~ ~ - ~ TW 2~.G0 -KSW HL s-O' ~ ~ l ,286.00 ^ ~ 8.5LF-~ 10 IF-CRw TW 277.00 TW 278.00 I NT:4'-0" HT: 4'-0" . ~ ~+~.'c , JV,l~L,L: ~ a 2Q INTERIM DOCUMENT ISSUED FOR ~ REVIEW AND COMMENT, NOT INTENDED ~ N ~~~.,."i i~ FOR B DING N3TRUCTION. ~ zf, L~,~GkP~ ANALYSIS ~ ~ 5 7 ~ ~ BY' ~ " t. TOTAL DdPF~1 PROPERTY ~pIiARE FOOTAGE: 81,205.5 SF .y ~ L.: '~DTAL 404 ~ - ~ BALD C SS 3.5 CALIPER P.E. No. 3~gZ~ • , 3.. ~ ,~At1OPY QR 18 .NON-CANOPY TaEES ~ 4. TYPE'k111 'l1~5 1rf' i' ~ ~ 6uD CY11~E ' - 0300 POSITS ~ 7 PTS S5 (~.5' CAtlPERj 9 2. 00 F POINT LIST POINT LIST L~ e. CREPE MkYT~E - to 040 POltti'S - T20 P081TS CREPE MR - 15 GAL. 5. ToTU IAt~9GWE0 POINTS PROVIDED: 3,420 PT5 POINT DE DINT DESCRIPTION ELEV. POINT DESCRIPTION IEV. ~ ~ ~ i MATCH N I 2 MA1C11 N $ _ 3 C 4F ' .-ew -ew..~. a„ ~ 4` C Of 28' T~- -TSB . ____j.._. _ __..1 i 8 --8 CREPE ~ - ~'1 MRYILE $ PT 1 PT y 10 TC 11 TC tZ TC RAID CYPRESS 13 TC 14 TC Bu0 CYPRESS 15 TC 16 TC i 17 TC rt • tI, Tc t 19 TC ~ 90 iC Y1. t : r !x 1C ;r~ ~3 y 24 'QC i CREPE `IARYII.E w 25 TC 28 TC / , ~ f 27 TC ABBRENA110NS C eeen..awue. _ wruvee. ti _ weuar .r. r 1. -liter ~1=5 ' iY P- PC • PON1-OF-CM R ~ RADwi6i 1C ~ 1< n a • t 2V X« A a 2 1 t Y , Y: ~::.i ~a E r. ;iiN6uir• r i x . ~ I. ~a, THE CURRENT OWNlIt OF TidE PROPERTY i:3 MARFK dROTNER9 CONSTRUCTION, aila A~'P!l~tM1m: ~ +50UTNWODD DRIVE, COLLEGE 3TA1!11QIM7, 1tgJG~:'3 TfA~lO. ~ee~ ~ ~ ~ L ~ 8W 2. ~ THE PROPERTI' CON515T9 aF LOT I BLOCK 1 OF THE JORDAN SUBDIVISION. THE DN'G. DATE: Q1 fQ7/0~ ;TOTAL AREA OF THE LOT 19 APPROXIMATELY 81,.7 SF (1,57 AC). THE LOT IS ' ~ 8w- - - 'ruRRENTLY ZONED C-3. 3. ~TNE SITE 19 GURRENTLI' UNDEVELOPED AND CONSISTS OF GRASSLAND AND ~ gyy - PARTIALLI' WOODED AREAS. A ~ - I I -ew- - - w- - ew- - - -ew=-- _ maw- f- ~ ~ ~ _ d ''TUC oQnanac~ uac OF' TuE PROPERTY IS A SELF STORAGE AND OFFICE COMPLEX. -BW- - 8W- -8W- - - SW- " `~W- -f--j ~ \ I i - - - - / / \ I - H \ I - -8 8 I - - ~ I~ r zee _ ~ I LJ_ _ . _ - - ~ i I a i ~ I { \+1 i l l i O ird J / ~0" F ~ _ - -zee- % A ; - - 1 (0 ' / / _ _ 2ee"" / / / ~ ~ W ~ i / I / _ I . ' ~ ~ ~ r i -I / - \ a I ~ , - ' ~ ~ ~o \ J I i \ Q / 1~Ld / i / / ~ I ~ , - ~ W - - W ~ ~ tYZU i i /w p ~ ~ ° Zip I i ~ ~ W ~ / / QO L p ~ ~ ~ m Z z ~ ~ ~ / ~p0 / / / ~ WQN ; t_ Z - ~ I / ~ S p F- z°' I / ~ U ~ N J , I - W M I / JORDAA~SUBDIWISION i Z ?pm ~ ~ ~ Q a p~~U ~ BI.OGK1,L4T1 7 p I m r p MAREK BF~THERS C STRUCTI N, INC. ~ w d ~ I cn Y U z ZONED -3 I ~ - J zUpp ~ ~ 0 - I Q JZN ~ ~ I a J o Q I ~ ~ I f / ~ _ ~ - , ~ ~ ~ ~ ~ 1 f m - ~ \ ~ I ~ ~ f ~ I /i ~~1 \ `I`I~ 1~ i / I ~ ~~d i~~ iS ~ / ~ I ry` i ~ I ~ i ee- - / / I ~ / / /I / i r . i `1 1 / / ~ < ~ I 1 ~ / \ ~ m / / \ ~ ~ / ~ ~ ~ 1 / / / / / ~ ~ \ a ate' I i ` i _ _ ~ tt ti i 5 l ~ I I~ ~ I a / , ` \ i ~ ' ~ i ~ ~ - i I r,s' ~ I ~ i V 3 a I I I ~ ~ ~ ~ I ~ I I ~ / } n 6 / ` ~ I I ~ µ I ~ ~ ~ I ( ~ I J ~ i I 1 ~ i J ~ I / I ~ \ I I \ ~ I DUMP9TER I ~ ~ I ~ I i ~ ~ \ I ~ - .r, I ~ 1 I 1 \ ~ ~ ~ 1 _ - a - - _ ` ~ I ~ DETENTION POND ~ 15S - - -1 ~ ~ ~ . 55.,.-- ~ ~ m.y e-- ~r.~ L.i, .a=a a r•j 'iii: r - ~ ~ je~ ~ ~ 1 ~ \ / / / / ~ ~ - 't 11 ~ 1 \ h~ ~ u ~ - _ e ~ / / ? ~ e ' HARVEY HILLSIDES \ e BLOCK 2, LOT 12 e y KONRAD EUGSTER e RESIDENTUIL t XISTIN CON ITIONS ROPOS D CON D I. SCALE: in : 30~ n i 1 SCALE: I 30 r~ 286 ~1 =~r i 282 I j 278 ~ - r S i~ Q 01 274 3,-0" m SHEET 274 4+00 0+00 1+00 2+00 3+00 WATERLINE PROFILE VIEW p 1 Al .1 5 5GALE: NORZ. 0 - 20' SCALE: 1' 20' Q VERT.0.4' a i W N srg~ ~A~e ~ FoR c.~t;~u. ,►PP~ov~n: ~~r r~ u~ A~ cn~ 2. t1~A'EEDISCHARG~E CHANN'EC SHALL BE A TRAPIZODIAL N~ ,t J r~ i~ ~ X f i r CHANNEL WITH A 10' WIDE BOTTOM WITH 3:1 SIDE D1fG. DATE: QUO7/0? ~ I U~ 1Im ~ S_Wn U~ Wg v!p lug Q - SLOPES. THE CHANNEL SHALL BE GRADED AT A 0.5x ~ (P FROM THE DISCHARGE STRUCTURE TO THE GREEK. THE r ~ ~ f 3 LF - CRW 16.5 LF CRW D ~ CHANNEL SHALL BE SODDED UPON COMPLETION. C ~ TW 278.0 T g78. 0 20 LF -KRW 30 LF -KRW 30 LF - KCRW 30 LF -KRW 30 LF - TW 282.00 TW 283.00 TW 284.00 TW 285.00 TW 286 30 LF - K 35 LF - KRW 12 LF ~ 3. BOTH DETENTION POND SMALL BE SODDED UPON Q TW 286. TW 287.00 TW I COMPLETION. 73'-0" ~ L f r T: 5'- NT:. '-0 N ~ « « ~ « ~ " ~ a N ~ i T. 2 -0 NT: 3 0 NT: 4 -0 NT: 5 -0 NT: 5 - NT: 5'- " NT: b'-0' HT 5 - " ; bo ~ I~ - - - _ _ _ _ ~ R - R R , - Q - - - _ PARKING ANALYSIS - ~ - ~ ~ ~ ~ ~ _ _,.r, - . - z ~ ~ - -,.~T#'-.--. ~ .,.ETA.-.--,~-.:~1fT,OF --.~5-. - -~11~[x4~---~.. - - - ~,..v, _ s fi ~ ~ - .r'c is h-~ :.G v - m ~ t4. c~ W ~ 5CH I- o ~ ~o~ z l ~ ~ .~®TP CL 0 ~ ~ ~o~? a.oo XI IN ~ i C EEK 4 ~ / re ~ }7(~ ~ a - M~- ur r sps F.F. 280 ~ Fl F.F. 281 r~ 274 2p F.F. 282 F.F. 283 { 1 ~ i ~ 279.00 ~ ~ i i f U !n F r~ i v I Mr--~'I llr--i/n 1Y-i«vE y~-~IIt y"}- 412p0ppTP, FF ~ 37ypL00TP, FF 33 2p200 TP, FF 1 i - ro - u; ~ N 3~P ❑ 9 W ~ 6w i 6w 6w 6w = 6w 6w 6w ~N ~ `9 r lP 7fi - - - - - - - - - - - - - - - ~ ro 2i .oo ~ ~ 282.00 1P, FF 9 - ~ ~C ~0 280.00 , FF 'Ji 281.00 TP, ►F W---~rE ~ rrr--~wE au-~n ~r-----s~+ S ~ ~ IV V 1 i~ ~ 8 O m ~ ~0 q F.F. 280 F.F. 181 F.F. 182 m ~ F.f ~mXm J ~ m AzN X 10 ~ - 3~P, Fr ~ m - = d r N 2eo.ao y D Z « r0~ Z 1H , 1+ r~ L1 ~ ~ - : 12 J e-S--.-i - l a d a. a of e--~k'Q e e e e e e e N e N • F J A N 20 LF U ~ ~ N 2 1 0« a 45'24'07" E- 407.87' Tw 2 T~~E. S ~ - 7 r N 5 LF - LF - GRW ~ LF - CRw NT; ~ r~'I x TW 279 x UTW 279.50 280.00 ~ 7W 2D0.50 IAE_4«x N NT: 5'#~' NT: 5'-b" ~ 5'-b" ~ NTH 3'-0" OWNER SHALL a CONTACT ELECTRIC i - u - COMPANY FOR i ~ RELOCATION OF GUY a v WIRE. t~ i GRADING PLAN } 1 .'R A ~ = BALD CYPRESS - 3.5" CALIPER AL PROPERTY SQUARE FOOTAGE 81,457 SF 2. TOTAL LANDSCAPED POIN75 REQUIRED: 3,404 3. STREETSCAPE REQUIREMENTS: 0 CANOPY OR 16 NON-CANOPY TREES { 4. TYPE OF TREES TO BE PLANTED A. « _ CREPE MRYTLE - 15 GAL BALD CYPRESS (3.5 CALIPER) 9 a 300 POINTS 2,700 PTS OIN B. CREPE MRYTLE - 18 P 40 POINTS ~ 720 POINTS I MAl ' C. DWARF PITTOSPORUM - 12 p 10 POINTS • 120 POINTS if _ ■ DWARF PITTOSPORUM - 5 GAL, 2 ~i1 5 TOTAL LANDSCAPED POINTS PROVIDED: 3,540 PTS 3 G 0 P.~ 4 GO ! 5 FL I G FL I I~ 7 PT r♦ -----T----T----T- --T----T---~T 8 PT T - - - -T - - - i - a a 9 PT to Tc E " II TC 12 TC v i 13 TC CREPE MRYTLE r D CYPRU 14 TC 55 15 TC - _ - - 'G E MRYTLE iG TC i aiALD CYP 17 TG RE55 18 TC 'BALD GYPRE55 ~ I 9 TC 20 TG 1 I 21 TC ~ 22 TG F ITT ORI M 29 TC ~T i .J a 24 TC 25 TC 2b TG 27 rc ~ ► b ~0 TC ~ ~ 3 od - ISBREVIATION. I I I / ~ FiuESU~n vi m 00 POINT-OF-TAN POINT_OF_TANGFW-Y; _ 58 FLOOR OF POND 274.25 R • RADIU5: TG • TOP-OF-CURS: TP • TOP-OF PAVEMENT, AMMUMATIONS: C • CENTER; CL • CENTERLINE; FF • TW TOP-OF TW • TOP-OF-WALL FINUSWED FLOOR; PC • .CF-<AJR„AT„M :.rr . SHEET FONT-OF-TANWQICT; TW • TOP-OF-WILL M011t TWMdRmumw nvaAw,7NIM~ MW QIMK1 wT ttlp/1~. ftAM 00WnWON* MCMUM MIIIpf #IIOMM ACdIMM410MI11A1i1[ OOIMOI~N1{F011COM116111MMRK. PO ~R1A6Aw01tAlOMId~111D11@AL ~ANDSCAPE PLAN ~ lIMM~ SCALE. 11 20' 4 A •wrrw.+r~r.~ NOTE: FIRE HYDRANTS WITH M.J. AND A.C. PIPE ~iOES ARE FURPNSHED KITH STRAPPING LUGS. ~ s^""r`^..-- 6" R1/4" I t 16• M.J. fNtE DMG. D~A't'!~ Q1~~l.Dy~ 2'-0" HYDRANT 15" R3" ~4 BARS E.W. GRND. LEVEL 3" MIN. ~NERP.J. NOTES: OR TOP OF 5 MAX i. FlNEIY DIVIDED EARTH FREE OF ROCK, LUMPS, ~ CLODS A R3" 3" 24"X24'X4' CURB. ~ " EXCEEDING 6" SHALL BE PUCED BY HAND do COMPACTED Ri/4" ' 12" -i 3„ CONCRETE SLAB ~ AROUND THE CAST IRON PIPE TO A DEPTH Oi 12" OVER THE TOP OF THE PIPE. g" RETAINING _ I I 2. ALL CONCRETE BLOCKING SHAH BE 2000 PSI. I VALVE BOX 3. ALL THRUST BLOCKING WILL PROVIDE A MINIMUM OF 2 SQ. FT. ~4 LONGITUDINAL GLAND (TYP). i OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS REBAR _ M FIRF - - ~ it H t'ORANT i ~ DIRECTED 8Y THE ENGINEER. ~ I O CONC - 4 ALL PIPE 1MLL BE LAID SO AS THE ENTIRE BARREL VALL HAVE ~ i i T BLOCKING ~ SEE NOTE ~1 FULL BEARING ON THE FINE GRADED TRENCH BOTTOM. BEIi. ~ I I ~ j• ; 6~~ MJ GATE (?000 PSI? ~ _I~ HOLES SHALL BE CUT FUR EACH BELL R~ FIRE HiDRAN1 a ~ VALVE I ~ ~ . o o - _ _ 5 WATER MAIN WILL NOT BE fILLEU UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 PSI. TYPICAL CURB AND GUTTER SECTION 6. ALL GATE VALVES TO BE: • ~ ~ A. "0" RING TYPE WITH NON-RISING STEMS. SCALES N T.S. 6" M.J. GAZE 6"X13" M.J. ANCHORING VALVE & BOX. COUPLING (SEE DETAIL ~ 7 CU. FT. CRUSHED B. MECHANICAL JOINTS COMPLETE WITH GLANDS, BOLTS, do THIS PAGE. ROCK OR CLEAN GASKETS. GRAVEL. C. OPEN COUNTER-CLOCKIMSE (IFFY), RETAINING CONC. BLOCKING D. FURNISHED WITH 2" S0. OPERATING NUTS, TYPE 3 FIRE HYDRANT GLAND (2000 PSI) E. All BOLT'S dt NU15 TO BE STAINLESS S1EEt A304 OR A316 ASSEMBLY 6"X13" M.J. ANCHOR COUPLING ~ ALL FITTINGS SHALL BE MECHANICAL JOINTS, UNLESS OTHERWISE ~ SCALE' N T S a" THICK CONC. DIRECTED BY FIELD REPRESENTATIVE. ~ (SEE DETAIL THIS PAGE). BLOCK OR BRICK. 8. FACE STEAMER CONNEC110N TOWARD NEAREST CURB OR STREET, ~ UNLESS OTHERWISE SHOWN ON PLANS OR DIRECTED BY FIELD °v TYPICAL FIRE HYDRANT REPRESENTATIVE. 9. 6" M.J. GATE VALVES TO BE RESIlIEN7 SEAT TYPE. IEIIBE121aE1 ~ SCALE: N.T.S. 10. FOR FIRE HYDRANTS WITH M.J. OR A.C. PIPE SHOES, STRAPPING AI EDGE OF TRENCH 1I CONSTRUCT 24"X24"X4" CONCRETE TOP OF VALVE BOX TO BE FLUSH WITH FINISHED LUGS ARE FURNISHED AS STANDARD IT1=MS. N 0 m SLAB AROUND VALVE BOX EXCEPT GRADE OR SLIGHTLY RAISED ABOVE NATURAL 11. IF DEPTH FROM TOP OF OPERATING NUT TO TOP OF VALVE BOX EXCEEDS 5'-0", THEN A VALVE S1EM EXTENSION SHAH BE ~ WHEN VALVE IS IN PAVEMENT GROUND (EXCEPT IN PAVEMENT.) REQUIRED. i OI TAPPING SLEEVE 2" CLR. (TYP.) `o 0 E m, o00 i v~ v ° 0 '~~u I ~ i NEW MAIN o\ ro I ~ o m - ~q4 BARS E.W. ~ ~ G• i~ LEI i•l N ' ' ~ MUELLER VALVE BOX OR EQUAL m TAPPING VALVE (PROVIDE BOX AND SHAFT ~ ~ F X EXTENSIONS AS REQUIRED. SHAFT L MJ INTEGRALLY ROTATING to ` EXTENSION TO BE WITHIN 2 FT. OF TOP OF VALVE 80X.) (SEE SPEC. CAST GLAND RING U a I SCHEDULE ~ v ' W.203.5D&E) 6" X 2'-0" SLAB ~ SIZE L DIM. WT ,j 1 ~ ~ n EDGE OF TRENCH HEIE CONCRETE BLOCKING AS 6 13 70 ~ ~ PER THRUST BLOCKING DETAIL. 2,000 PS 2,000 PSI CONCRETE 8 18 8S ~ UNDISTURBED EARTH ° / STANDARD SANT SEWER 8 24 100 ~ CONCRETE BLOCKING CLEAN CLEANOUT STACK COVER OR EOUAL.~ 6 36 130 EXISTING GROUND • PLUG ADPATER IMTH THREADED I~ TYPI CAS. ,~.J. ANCHORING a • 12' ~ ~ CO P IN m 12" ~ ~ ~ IF NOT ON UNDISTURBED EARTH, 0 ' I 1 ~ , ' ~ 3" CONCRETE CUSHKNr MUST BE ~ SCALE: N.T.S. Q VALVE BOX « ~ ~a ~ • (MIN.) PLACED AROUND SEWER LINE. ~„~..r„~ tr NOTE: WEIGHTS OF ANCHORING KENOS, TEES, AND COUPLINGS INCLUDE WEK~IT OF ONE ~ I . SPLIT GLAND FOR TEES ANO COUPLINGS ANO 1W0 SPOT GUMS FOR 40' BENDS. II- ~II- TAPPING VALVE " 12" 2,000 PSI CONCRETE EXISTING FL X MJ MAIN 22 1 22 1/2'BEND OR APPLY ONE 1 FIELD COAT 10 MILS OF COAL TAR EPOXY 2 / O ( ) ( 2 COMPONENT) 300-M-KOPPERS, OR TWO (2) FIELD COATS (t8 22 i/2'WYE MINIMUM SIZE CLEANOUT TO BE 6". I, MILS EACH) OF TAR-BASE PITCH, BITUMASTIC No. 50 KOPPER5 a • • • ~ OR ROSECOTE TO ALL BURIED VALVES. TYPICAL CLEANOUT • NEW MAIN . , SCALE: N.T.S. "a H N a' • • , GATE VALVE DETAIL W 3 ~3E MBE SCALE: N.T.S. O CONCRETE BLOCKING AS PER SLOPE SIDES TO MATCH W TAPPING THRUST BLOCKING DETAIL. SLEEVE DITCH SLOPES. ~ O 18" ~ ~ D U N BOTH VALVE ANO SLEEVE (INCLUDING NUTS, BOLTS, ANO FLANGES) W~~ WJ SHALL BE DOUBLE WRAPPED WITH MINIMUM 3 MIL POLY WRAP PRIOR TO THRUST BLOCK PLACEMENT OR BCKFlLL. PIPE WALL O2~ SQ REMOVED FROM MAIN BY TAPPING SHAL BE PROVIDED TO ENGINEER. aQW NON-STRUCTURAL STRUCTURAL TAPPING SLEEVE & VALVE CONNECTION ~Q AREAS AREAS SCALE: N.T.S. I O N 6" (MIN.) 00 TOP SOIL SEE PAVEMENT SECT VEMENT SECTION ~ M 18" ~ ~ 1,'O" DEPTH VARIES VARIES I LENGTH VARIES VMlli PIPE DIAMETER P~ CLASS IV A OR IV B MATERIAL DEPTH „ COMPACTION AND TESTING REQUIREMENTS FOR vARIES - 6 (MIN.) 6" "SELECT MATERIAL" BACKFILL MATERIALS ~ 6" MIN. THICKNESS CONC. REINFORCED WITH p3 REQUIRED COMPACTION " ` ' REBAR 012" c.c., E.w. CLASS OF MATERIAL GENERAL DESCRIPTION OF CEMENT STABILIZED SAND NON-STRUCTURAL STRUCTURAL SAND . AS PER ASTM D2321 MATERIALS AREA AREA , . SLITS, SILTY CLAY, AND GUYS, 90X OF STD. PROCTOR s5x of sTD. PROCTOR PIPE OR INCLUDING INORGANIC q.AYS AND ASTM D698 0 0 TO (ASTM 01557) 0 0 TO " " " " Iv A oR Iv B ( ) ' a ~ ENCASEMENT - SILTS OF MEDIUM TO HIGH 4X ABOVE OPT. 4X ABOVE OPT. ~ ~ ~ ~ , ~ ~ ~ ~ PUSTIgTY AND LIQUID LIMITS. MgSTiHtE. MOISTURE. , ; , , , , , SOIL TYPES MH, ML, qi AND CL ~ . ~ . ; ~ ~ - _ ARE INCLUDED IN THIS CLASS 12' M9l. ; SPRING LINE ' • " OF PIPE. II A 9 X OF S . PROCT 95X Of STD. PROCTOR COARSE SANDS AND GR VELS, 5 TD OR INCLUDES VARIOUSLY GRADED (ASTM D698) 0 0 TO (ASTM D1557) 0 0 TO ~ ~ ~ ~ ~ ~ ~ - a SANDS AND GRAVELS CONTAINING 4X ABOVE OPT. 4X ABOVE OPT. i:~ii ri✓~i~ L - SMALL PERCENTAGES OF FMES. MOISTURE. MOISTURE. i i i ~ i i ~ : i'r i SOIL TYPE GW, GP, SW AND SP ARE ~ ~ ' - ~ ~ ~ INCLUDED IN THIS CLASS. CLASS II OR III - _ r- - - - III FINE SANG AND q"AYEY GRAVELS, " MATERIAL INCLUDES FINE SANDS, SAND CLAY i - ~ _ _ MIXTURES, ANO GRAVEL-q.AY 4 MIN. js~ - - - - MIXTURES. SOIL TYPE GM, GC, SM, ~ r AND SC ARE INCLUDED IN THIS CUSS. PIPE 0.0. + 16" MIN. ,x ~ - - _ - - - - _ _ - SELECT MATERIAL M RIA WITH NO 95x S .PROCTOR 9SX OF STD. PROCTOR - IF PIPE O.D. + 24" MAX. FREE FLOWING ATE L t~' TD FIRM UNDISTURBED SOIL LUMPS OR OTHER PARTiq.ES (ASTI~kD698) 0 0 TO (ASTM 01557) 0 0 TO Sql IS UNSTABLE, EXCAVATE LARGER THAN 1/2" OIAMEIER WITH 4X A~VE OPT. 4X ABOVE OPT. UNSTABLE SOIL AS DIRECTED BY A PLASTICITY INDEX OF LESS THAN MOISTURE. MOISTURE. THE ENGINEER. 15, AND IS RELATIVELY DRY, FREE FROM FROST OR ORGANIC DEBRIS, ` a, L _ AND NON-CORROSIVE. INCLUDES NOTES. - _ GRAVELS. SANDS, TRENCH TAILINGS, 1 MATERIAL CLASSES SHALL BE IN ACCORDANCE WITH ASTM D2321. ~R SILIII AR I CEMENT STABILIZED SANG SEE SPECIFICATIONS. SEE SPECIFICATIONS. SEE SPECIFICATIONS. 2. SEE `COMPACTION AND TESTING REQUIREMENTS FOR BACKFILL MATERIALS" TABLE THIS PAGE. THESE PLANS DO NOT INCLUDE NECESSARY SHEET COMPONENTS FOR COIMTNUCTION SAIETY. TESTING REQUIREMENTS 014E ST PER 200' OF TRENCH PER 2' OF FILL. TYPICAL TRENCH D TAIL FOR Nom LDaA"m CW mono 1116011111111D UTS11E1, MlI~ WATER OR SEWER LINES $Hffft It AMO MMATE IO LY. TNMIE MY MOT VMMM P4 ,~OM~,~. ~WO~LM (PVC, DIP. OR TYPE .K COPPER . ) IMIONN"POR THE LOCATION AND PROTECDON OF ALL our" UNAM SCALE: N.T.S.. E i . , r' , ~ ' r ~ ~ ~ ~ ~ r , ~ ~ r, .t, . i . n ~L A ~ ~ . ~ . .6 . A y~•,... ~';1~Yi1~,'' Miw y'~'}ri~iR4~ ~ li gfR1~►.. ~ {Yi~~i~' ~~i 7~1'Ti if'~Ri~ IG/VN - 2 THE , QF COT t 81~dt 1 ~ ~ ~RpAll $IJlg11M~011. THE TDTAL A1~A OF & • 1liE T Ig'AhAA41~lA1fl.Y Q1,~7 SF (1,8T ~ `TNE lOT IS CURRENTLY ZONED C-3. 3. THE 4~1E IS Q~NrR8i1lY tir~EIOPED Alb CONSISTS OF CRAS~V~b AND PARTIALLY WOOOEO OW . ~--~k+e-...... ~ ~,,,.f ~ 2 . , AREAS. El05TING e ~ _ as'-c ~_O• 4. TNE.. IISE OF 1NE PROPERTY ~ A SELF STORAGE AND. OFF4CE COIIPIEX. '7 ' sEtsAac BINLONiG S. 1HE TY IS LOCARb YI 'FLOOD ZONE X' AIA IS ~L800 FEET EAST OF THE l1MHTS OF oZj SETBACK lR1E LONE A" ON AN UNNAi~D TREMITARY OF CARTER CREEK AS SHOMM ON 1NE F.I.R.M. (FLOOD Q N EXISTpVG \ EXISI ~ eW____ 28' ew- - -8w- - -8w- INSURANCE RATE MAP), MAP NUMBER 4804100161 C, EFFEC114E DATE JULY 2, 1992 P~ELMIE ~ W 8W- - -gW- HYDRANT -t0 N 45'0343 E - ;90.28' N 4503'43' E - 190.28' - - - - - - - - -.o - - - ~ - - - - - - oE-- - _R - - - - - - - ~ ~ ~ - - ~ -j-~- - - - - - - - - - -T-- - Rt 5 - , ~ ~ f ~ ~ e -BW- - -8 - -8W- 8W- - -BW- - --RW - _ -----8 - -AW - - ---BW - ' - -_-BW-- ---BW---~ ~ EXI511NG OVERHEAD 8"X6"TS&V- - - ELECTRICAL ~ _ _ - _ ~ SEE DETAIL PAGE 5. 34'-10" ' EXISTING FlRE _ _ _ _ m -1 HYDRANT E%iS11NG 20' - - - - -r - - ---31=~•- t ~ EXISTING 20 \ ' U11UlY EASEMENT R15 \ 3 \ a ~Y, - i~ w ~ Q t. ~ ~ ~ ~ ' ti _ - i ~ ~ F.F. ~ - ffi''' _ / / I - a E~ST6lG ~ 3 --t ELEC V ~ r F.F. ~ of \ ~ ' ELEV. .r / Q V~ / w _ C ~F _ v _ ~ 1~, I , „ / I ~ ~ z ~ ~ • ~ W ~ / I ~ t I W ~ 0 ~ ; ..-~a'~- ~ -`T:XI G 15' W 700 ~ \ ~ ~ Z 0_ ~ UTII) EASEMENT c W N ~ \ ~ \ ~ \ / a + ~ ~ ~ F.F. ` \ F.F. ~ ~ ~ T~~ ~ „v, ~ ~ _ a!"` ~ r ~ 80'-0' V. \ ~ El"EV. \ ~ I , - ~ ~ 282 ~ ~ a - 282 w c~ ~ ,;GROAN SUBDIVISION z z \ ~ m ~ ~ m~ z / ~ ~ Q C ~ r T.~ a ~ ~ BLOGt~ 1, LOT 1 ca ~ - r' 1 S as Q / MAREK BROTbt~RS t9(?tVSTRUCTt , tNC.~ Lu ~1 ~u _ ~ ~ _ ~ zoNEO s ~ , ~ . ~j , 4 °N ~ i 330'-0 ~ ~ ~ ~ / K 0 to ~ ~ 1 - \ - ~ ,y.. ~ / I v t 464 S.F. ~ 1 S.F. .1~ \ 25 ~~1==~ - - ~ J J ~ / / _ / r'ZJ ~ F.F. y, i V ~ ~ ~ 60'-0' .F. 1~ ' ~ ~ r ~ ~ - r r ~ ' v . v 10' r- ~ ~ / i ~ . / -i ' ~ ~ - ,:t I ~ i ~ ~ t { ~ i -3" ~ ~ K ~ / ~ ~ „i . ~ ~ ~ ti, , ~ F.F. ~ F 280 z 280 1 t , / - Y° P M ~e~~~r-~z arc°- • l { l UTMJ t ~ \ : LA SERVICE FIRE LA EXIS1NNi 1S ~ tAA MANHOLE PROP05ET! 15S ~ ~ t5S- 12tin7X+e3' - t5S ---155--- ' 15S""'. t ~ ~ - d ~ t 155 OWPSTER t d ENCL06tMiE 14 Y~ ~ ~ -6 sF-aF- ~aF- ~ a-~- ~s~ z ~ - • m r:., DING ASSEli181.Y. i tb-0' ~ ! a" MOD81fD TYPE 3. ~K ' \ -~"=-+'r. 196.5'!1 ' t....-- 55 W t .5~ SETBACK LINE ~i,~ a ~'S5 t/~ 5'~ HARi►~Y HILLSIDES I ~ BLOC~•2, LoT 12 ,a KONRAD EU6STER t ■ iw RES'rpEtVTtAI ti ~ ~SCAIE: t " * 30' SCALE: i' = 30' ~ - - - - ~ ~l-y-- _ t: . 1 5'-0~ r{ e'-o' 1 1 (TYP. 1- 8'-6" (TWI) DATE: OCT. am A I I ML # a t l COPY fir, ~ ~ _ k mrg i 4 ~ r w "r yr ,vr yy~~ d. ~ i•'l ~ a2 ~ f'.' N r. 4' 'lf'N [ Syr i. 3. P ~L 4 e { pj7jk / F A?,. r:°t.~t{ f • ~ Y 4 1 .~t r .4. I~~ pppp s 6", 4`f~{ a` a 0 . - - ~ I _ ADJACENT DRIVE ADJACENT tHE m+t ONAB=R aF THE PROPERTY ~ ►1wRElc BROTHERS CONS1RUCTK3l1, 2112 SOUTHwOOD W EfOSTN1G a•~ 01lIVE', COILE(IE STATION, TEXAS 77840. ~ W - wATERUNE . _T _ _ _ _ 2. THE. PROPERTY CONSISTS OF LOT i BLOCK 1 Of THE JORDAN SUB0141SION. THE TOTAL AREA OF a 0 Q STATE HIGHWAY 30 _ ,r,~ _ THE t0T IS APPROJOItATFlY 81,457 SF (1,87 AC). THE LOT IS ClI~I1LY ZONED C-3. ~ y ~ 120' R.O.W. ,-->3w -----aw-- --aw--- ~ N 45'03'43' E - 190.28' _ - 3p'-0' 3. 1HE SITE IS CURRENTLY UNDEVELOPED ANO CONSISTS OF GRASSLAND ANO PARTIALLY WOODED W p ~ ~ Q _ AREAS. O Z (n Q H ---I-_--rx D1= - - SeZ ___DE.- - 25' 4. THE PROPOSED USE OF THE PROPERTY IS A SELF STORAGE AND OFFlCE COMPLEX. d - = W -f ~ 5QL g6Z "~"--~"J-~ 8W- - W- - -BW- - -BW--^ - - --8 - _ l~r ~ K,fl.n, _ EXISTING OVERHEAD \ EXISTING FIRE _ ________~9z nw fi- ~ = ELECTRICAL HYDRANT ~ N 45'03 43 E - 190 28 _ _ _ - - r--= -r== T _ 7,_ _ ,ice T ~ - _ - ~ T _ i EXISTING f]RE_ _ _ 1< C p ; - k _ ~ [ p t - ~ ? . - ~ H RANT EXISTING 20 ~ ~ _ ~ ` YD 1 ~ ,a ~ n~ ~ w UTILITY EASEMENT i ~ , 1 i z 1 _ ~ ~ , .LBb- - ~xi~Tn~-2a- ~r . n ~ _ - s-- ~-v 2T-1D ~ 2 W~ W . r=- - ~ Y ~ I - sETBACu a - V I i q ry I ,rs . _:f ~ ~ + i I ~ ~ ~ . i :EXISTING OYERNEAD o f.F. ~ - I ~ ELEC1NCAl, ~ b ELEV. - 283 ~ ~ . a PROPOSED , ~ WATER METER ~ ~ T AND VALVE f.f. ~ ' ` ELEV. 1~ 283 e~' ti p t` OFFlCE 2,500 S.F. n ~°D ~Z n g ~ g ~ w I ~ O - - - - W - 3 ~ _ ~ PROPOSED 6'0 . i r ~ WATERLINE ~ q r EXISTING 15 - a : ~ ~ PROPOSED 4 3 - N~ UTILITY EASEMENT ~ : , ~ SANITARY SEWER ~ w ~ I ~ ~ SERVICE a . 2 a i f . ~i . . . ~ , _ , A(~, r.+' it, ~ . o ,n f.f. F.F. ~ _ _ - - - n[ _ - . f 't ELEV. EIEV. a ~ 282 282 z ,;,1 Z Iy I~~~ LC ~ r ~ . ~ ~ \ ~ ` 4'HOUR \ ~ , , s .-i ' ~ I A \ 0 ~ y ~1 ~ _ . \ \ 4 \ ~ ~ •T .t - '1 ~ - ~ 1 _ I - A . t \ \ k N. 1r9N1-STORAGE`. . d~ 'MII~N-STORAGE ! u,3n S.F. ~ t~rn:~ Is.s~ s.F. ,29'-~ ~ ~ .~Em'•)~ _ ~ ~ ~ ~ V ti ~ ~ ~ AO ~ i ~ ~ ` ~ ` • ,e.' 't b ~~Dl , F.F. ~ , o ~ ~ , F.F. f ~ ~ ~ ' .ELEV. ~ 'ELEV ~ , ' _ ~ 281 1 ~ ~ ~ , s ` _ 80'-d' ~ _ ~ N ti 'Y 13 - ~t . r ~ ~ ~ ~ 20' WIDE F.F. rt V' ' V ~ -ELEV. L ~ F.F. 1C'~3"', 280 ' r` .ELEV. , (Tl!P:~ . ' I 280 ~i?A.`z+~5t , ' ~f116POS®114E 3 F1E~ ro ~ 1 ~ - `'1NA1i3~ S~A3+12 { . ' / ~ 0• D1, tb' 1 ~a 1 '~T j Y V ~ Y y r ~ O 26''1' as 12'1[12' 1 ~ r , E1dSTNrG 20 I DETENTiOW ~~y 016~91fbt PAD TTY - J -`t1T~1TY c~,T_ I + FAC8ITY ap~~1 . 2r-4' i f~ _ ~ SIIWTARY SEWER ~ 1~.__ t ~ _ 1rIA1MIt1lE 2T9A - SS - 1`ss'~ --155 - - 0 f .dt~ C - 2Td. O D ' ! _ ' ~ - ~ N ,I . •a - _ ~ BE(IIN/ENO OF 8' ~ _ ~ ~ PRIVACY FENCE. t ~ ~ _ _ NANNOLE J N 15S - - - iSS~ - - - - 155 . ~ - ~ ~ S 0 t/, 5g' SETBACK ~ Imo- 4'_SERatCE TAP - f_.. L - ~ _ t/ W _ 1 ~ LINE STACK HEIGHT 4J' _ - g 53 32 , r - t t/~ _ -~"i tiAhVEY HiLL5fUE _ t~~ ~ BLOCK 2. LO712 ~ ~ 15' BUU.OING KOIVRAD E.I~GS? ER CREEK. N"~~ ,g9' SETBACK LINE r ~ ,W_19b i~ES(D~N 1 TAI. ~ S ~32`s5 . t1~ N IT P P 0 SCALE: 1 = 30 i 1 I _ , , 286 ! 8" x e- Ts ~ v STA.0+05f „ x t 1, ~ ElOS1MiG GRADE ~ _ ; GRADE STA. 3+251 PROP'06ED _ _ _ _ _ _ 4 _ - t ASSEMBLY 'r V ~I TYRE 3 282 ~ ~ _ _ _ ~ _ ~ . _ - - _ _ - fL 247.25E A I iI _ _ S'TA. ~i8~ _ _ _ . ~ ~ _ _ a i - 6 A ~ 6'D.1.221 BEND _ _ _ _ _ t. _ _ _ _ _ _ PVC - I i r 278 re 3)8 Lf - 6'0 q hM1MA C900 CL200 PVC 0 1.3r -~-cs.. - 12 LF - 6"4 AWWA MM NAM \/P ZTA--311 - L`MI IiLLW r ti a r n. .iT r c 6" D.I. 90" BEND ~ i ~ F'L 274.50 DATE: OCT. Mm REVISED BY. EM tJiiE - - - - _ - 274, X274 _ roxcololfnxxm wwn. DATE: OCT. xoDo 1+04 2+00 3+00 ISSUED FOR BIDDING AND REVISED BY JW 4+00 CON RUCTION PURPOSES, Mo DATE: DEC. 2M 0+00 m Laa~►noMa aa~N ~utartMM, wx~-- of , am" I ONLY T1MlIEMAY artraarsrwNCM ItNx uit SCALE AS*101MN e61"f.T01t MAtc'w Mrrowftx pm "w SCALE. Fem. 1" s 20' WQWMAM 0100 aR 1033001-003-05 PAQE 2 OF 5 P © COP-MGHT 2000. ASH 1c °BROW* 840WEERING, INC. l i v. 46, NOTES: W ~ 1. SEE PAGE 2 FOR GENERAL N01ES. ~ ~ W a 2. THE DISCHARGE CHANNEL SHALL BE A TRAPIZOOIAL CHANNEL FFF--- 12 Lf - CR'N WITH A 10' WIDE BOTTOM WITH 3:1 SIDE SLOPES. THE CHANNEL ~ Q ~ iW 287.50 SHAH BE GRADED AT A O.SX FROM 1HE DISCHARGE STRUCTURE ~ } HT: 5'-0" TO THE CREEK. THE CHANNEL SHALL BE SODDED UPON W Z ~ ; 43 lF - rRyy 16.5 LF - CRW 73'-0' TW 278.Up TW 278.50 20 LF -;CRW _ 30 LF - CRW 30 LF - CRW 30 LF - CRW 30 LF - CRW CRW I 35 t F' - CRW 18'-11' . ' 14'-1` COMPLETK)H. Q ` M 41- HT' S'--A' HT: 2'-0' 2'-0' - TW 1H2;00 TW 283.00 TW 284.00 TW 285.00 TW 288.00 18 LF - CRW HT; l' 0_ " HT: 3' 0 HT: 4'-0 HT; 5'-0 HT: 5' 0 i.0~ --~-1~-_ Ty[_2g7110 ~ ~ I ~ 3. BOTH DETENTK~I POND SHAH BE SODDED UPON COMPLETION. 7 0 ~ ziWS % TW 278.50 ~ HT: 5'-6' ~ e e e e e e ~ e a e' a c---e e e e e e t~---- s 3'-0' , sa sr ~'74.Q , \ , oeow~ s2 muc~a . ■c ; OWIB DETMSAAq 4 ~ (9E MD1E 2) 1tl BOTfCY ~ s ~ , DETENTION FACILITY ~4 50'-0 F.F. 282 F.F. 283 2 s (f.F 274.00 274.25) ~ s F'.F.180 TYP. F.F. 281 a of EXiSTMIG .___----214.0 i~.3. ( ) CREEK. <<_ moo UNm i ' 1, °D. 21'-T 10'-8, (TYP.}' sr S° a z;!4.2a ~ - 4 ~ ?~8 281 ?8? ~r ?8p ~ 2r-o' (rn'•) . - ~ ~ ~ . 32 - ~8 ~ , 14 -8 ~-T - ~ 1:3. o a . ~ ' ~ ~ 23, S ~ I to ~ ` / S ` ~ Q C:3 ~ I r O O Fn N f ~ - y t sa sv ti ~ ~ 4- i 'j ~ 54 N N N ~ ba y ~ ~ ~ F.F. 281 F.F. 282 F.F. 283 cA v ao F.F. 280 N 33 f1►(71(A ~ v N ~ ~ O R 27S.S (~JI ~ ~ N _ J I t11 ~ `i ' CO r . ~ Y - ~ ~ ~ - ~ - - t `I~ . 4 a ~ ~s - ~ ~ >a a a ; - - ~ . 3 _ ~ ~ ~ C~ L -3f~-- - ~1 2 ?8 28 r 90 2 22 -0' ~ - - ~ - ~ 1 9 _8 ~ b 11 O 0 - _ { - _ _ e--~-t ~-~----e e- e ~ e e e e~ e [ ~ e i CONTACT CREPE MRYTLE ~ 1 OWNER MALL CREPE ELECTRIC COMPANY FOR MRYTLE RELOCATION OF GUY WIRE. 0 LF -KSW Z F. t,y.~.~.~~_ TW 284.00 35.0 LF - CRW 45 LF - CRW HT: i'-8` l TYV 280.00 TW 280.50 20 LF -KSW 40'-4' HT: 5'-6" HT: 3'-0' ~ 2~'~ HT: 2'-4 27.5 LF - CRW 21.0 LF - CRW TW 279.25 TW 279.50 HT: 5'-8" HT: 5'-8" A NAGE N ° SCALE: 1" = 20' J 7 LA CAP ANA~Y~IS S a M i. TOTAL PROPERTY SQUARE FOOTAGE: 81,4x7 SF ~ BALD CYPRESS - 3.5 CALIPER TOTAL t.ANDSCAP£D POINTS REQUIRED: 3,404 2. 3. STREETSCAPE RFQUIREMETITS: 8 CANOPY oR 18 NON-CANOPY TREES POi 4. TYPE OF TREES TO ~ PLANTED: A• BALD CYPRESS 3.5' CAMPER - 9 •300 PANTS =2,700 PTS gtEPE MRY ~ LE 15 GAL. POINT DESC ( ) B. CREPE MRYTLE - 18 040 POINTS =720 POINTS 1 MATCH NEM C. DWARF PITiOSPORUM - 12 0 10 POINTS = 120 POINTS - 2 MATCH NEW ~ DWARF PITTOSPORIl118 - 5 ~Ak. 3 c OF 25' R j... ~ ~ 1~P 5. TOTAL LANDSCAPED FONTS PROWDED: 3,540 PTS 4 COF25R t 5 FL 18' RCP 'ate I~wYYi~pl~~_. 8 FL 18' RCP „ - v _ IlRYTLE , . _ . ~ . ; CBEPE IiRYI~- 7 PT CREPT _ _ - e [ e e e c _ e-- _ __e e e e PT ~ CREPE 9 PT ~ MRYRE 10 TC ~ 12 TC w \ i 13 TC 14 TC BALD CYPRESS 15 TC BALD CYPRESS - 18 TC 17 TC ~ 18 TC i 19 TC '~~t 20 TC ~W 21 TC r - 22 TC 23 TC 24 TC 25 TC 26 TC CREPE MRYTLE ~ 27 TC - - p^OOIA ~PC~ ■ POW-OF-1 TC - TOP-4 TW • WV--M-WAIL - o J DWARF s PtTTOSPORUM LANDSCAPE PLA SCALE: 1' = 20' 7 d~ F a d D ~`t~0 p Q[~ D ~DC~D ~ ~40 ~ ~ ~o aa~~~~ C~O~~C~C~C~ ~41~400 oc~4oa~a ~oo D 0 0 W 0 D Wa o 0 0 ~ I~w . . ~4- ~ t j I i 1 .~.~E~. i 1 ~ ...f I'I~,, % DLM[~dOpC~G3 ~ pLa4 d0[~ GVi1CL~1G3 1 f ~ ~ l ~ ~ BOO M`t~G[] nl~]OO OO D III COO ddGC~C ~4La4~0O I~19 4C I ~P~,~ gDg~6g6~g~6 'r +t _ - ~ ~ f I -'r I 1 ~ I i Lo-) C~dG°3C~~ ~ o Q~a9 poL~o #~3~10 DQ4C~ ~ a I'M e o G WER 19H(MOMMEmmo DH@. II ~1 LOCATION. MAP- SCALE: © COPYRIGHT 2000. ASH & BROWNE EN( tG, INC. 9MV Ull©na° 1033001-003-05 PAGE I OF 5 PALM 1 ~ ~ - T. rn . ,i. - ! ' . ~ m : - S - :~.~4~~ ~ 2es~ - Eor;E a~ 1eo~ - ~ aF " ADJACENT DRIVE ADJACENT DRIVE t. THE CURRENT owNER OF TFr>E PROPt7RT1r is ~BIC ~tIUIERS CONSTRUCTK)N, 2112 SOUTHMtOOD W DRIVE, COU,E~ STATION, TEXAS 77M0. Q ~ ~ C . 2 THE PROPERTY CONSISTS OF LOT 1 BLOCK i OF THE JORDAN SUBDIVISION. THE TOTAL AREA OF ~ __._.zau___. THE LOT IS APPROXIMATELY 81,457 SF (1,87 AC). THE LOT LS CURRENTLY ZONED C-3. ~ H < 3 - _ __.aee-~-. 6'-0' 3. ~S IS CURRENTLY UNDEVELOPED ANO CONSISTS OF GRASSLAND AND PARTIALLY WOODED W Z rc - ~ - 2 2S'-0" 4. THE PROPOSED USE OF THE PROPERTY IS A SELF STORAGE AND OFFICE COMPLEX. 0 ~ ' _ = b - EXSTING 8'1 2S - BUKDArG 5. THE PROPERTY IS LOCATED iN "F100D ZONE X" AND IS 11,800 FEET EAST OF THE OMITS OF 0~ O Z _ ----per" WATERUI~Fi' BUIIC . < SETBAd ~ EXISITNG FlRE 8W- SETBACK LINE 'FLOOD ZONE A" ON AN UNNAMED TRIBUTARY OF CARTER CREEK AS SHOWN ON THE F.I.R.M. (FLOOD ~ ~ ~ ~ - ~ HYDRANT 0'-10` N 45'03'43` E - 190.28' - - N 45'03'43' E - 190.28' sw - I•--8w- - -Sw- ~ ).28' 8W- -BW- - -SW- INSURANCE RATE MAP}, MAP NUMBER 48041COt61 C, EFFECTIVE DATE JULY 2, 1992 Q 0 ~E - - - - - - - _ - - -DE.-- -DE- - = - oL~---- e - - - - - - - - ~E--- - d V \ - - t - T=--- , ~W R - - RW - P,W ~W - GENERAL NOTES: u I, i `,JV rtW rW W ` ~ ' ~ EXISTING OVERHEAD ~ _ _ _ _ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIQN OF ALL EXISTING UTILITIES. ELECTRICAL ~ 34'-10" SEE DETAIL PAGE 5. ~ AT (EAST 48-HOURS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE R25'-0' FOLLOWING, BUT NOT UNITED T0: FlRE - - HYDRANT - - - EXISITNG 20' i f - - - - - - T=10` -10` UNDERGROUND A. DIG TESS 0 1-B00-344-8377 8. qTY OF COLLEGE STATION -ELECTRICAL DIVISK)N 0 979-784-3681 - - ~1pTY-EASEMENT - - - - ESfi~R~20' _ _ _ - - ' 7-8 UTILITY EASEMENT I -r I q I~ TO BUILDING. C. qTY OF COLLEGE STATION -WATER do SEWER DIVISION 0 979-761-3435 D. T.C.A. CABLE 0 979-848-2229 ~ \ \ SEE DETAIL 21 THIS E. LONE STAR GAS (LOCAL) 0 979-774-2501 ~ PACE FOR AREA 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH qTY OF COLLEGE STATION STANDARD W INSIDE DASHED UNE. SPEgFlCAlIONS ANO THE CONSTRUCTK~1 STANDARDS FOR WATER, SEWER, DRAINAGE AND STREET ~ . ~ o.. ~ ~ ~ ~ R15'-0' ~ _ --gee-- - _ I , ~ OONSTRUCTtON. TESTING SHALL ~ PERFORMED 9J ACCORDANCE WITH THE gTYS STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE qTY ENGINEER'S OFFCE. ~ m ~ - _ ~ r-6" 3. TRENCH SAFETY SHALL BE PROVIDED IN ACCORDANCE MATH O.S.H.A. STANDARD 29 CFR PART 1928 BUILDING SUBPART P. ~ ~ ' \ i ~ ~ ~ ~ F,F. \ I ~7q~rx i iuF 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION DRAWINGS 00 - a \ 283 \ \ - - / PROPOSED~\ ~ ~ ~ ~ WATER METER STING OVER' / ~ i ANO vALYE ; a _ t ~ ELECTRIC ~ ` , A A ~ , j F.F. ~ ~ , e , ~ \ / ~ELEY. / ~ ~ m OFFlCE 3,200~S.F./ Q \ ~ / ~ ~ f , i~ 3 \ ~ i ~ ~ ~W - W ~ ~ ` ~ ~ ~ ~ . " - - ~ , . , U) W c~ ~ ~ PROPOSED 8`I ~ ~ ~ ~ , ~ ~ ~ ~ Z U . ' A PROPOSED 4 f ~ ~ ~ ~ ~ . SANITARY SEWER ' , ~ \ Iti - I ~ ~ ~ . ~ ~ ~ sERwCE ~ \ [S Z per' ''bQSANG 15' \ ~ J~'' a i!f `V V \ ~ `V A n _ - UiILJT~ EASEMENT f. llJ ~ N n ~ V~~ ~ ~ ~ ~ '~1 ~ , 7 ~ o ` ~ ~ - U} 2 ~ \ F.F. \ F.F. a~~ Sr 80'-0 ~ ELEV. A 3 ~ ELEV.~~ ~ ~ ~ ~ ~ ~ ~ U ~ 282 ~ ~n ~ ~ - ~ w ~ JORDAN SUBDIVISION t Z z ~ >dm~? z I N Q ~ ...I ~ U ~ BL 1 LOT 1 ~ o '-0 M OCit; , W / 8 I ~ ~ ~ ~ MAREK BROTbt~RS (40NSTRUCTI N, ING (A Y U W / / -s~e~rr`°h n ~ i Of 4 _ C r U v - c.vi~cu ~ FIREW ~4 HOUR • z op ~ ~ ~ ~ ~ Q 305'-0 m o Lu '7 ~ ! ~ ~ MINI- AGf,~ MMN- AGE Z v \ 15,214 S,F, ~ 3 17,128 S,F. I - i ~ ~ ~ r-- ~ / kt; ~ ~ , ~ / o• F.F. a ~ / ' ~ ~ F.F. ~ 80 -0 ELEV. - ~ ~ ~ ~ ~ 281 r - tC~' ~ - i ~ ~ ~ v v 10' 3 - ~ ~ . I ( ~ ~ _ I ~ ~ ~ ~ ~ g; ~3, 'r ~ ~ V ~ ~ I V it ~ ~ ~ ~ 1 ._3. 'i ' ! 20' WIDE / , ~ ~ _ . \ ~ F.F. F.F. ` - \ \ ~ SS -0 ELEV. ~ r~ ~ \ 280 • 280 \ I ~ / - a ( ~ ~ ~ I m A I ~ , 1 I , ~ ~ \ rtr~x ~ ~ ' I, ~ ~ 6~_ E)aSTBlG 15' TYP, UTILITY EASEMENT I UTiU T ~ . ~ PROPOSED PROPOSED FlRE ~ 8 \ 12'X12'X8 HYDRANT ASSEM~.Y. pr;~P~ MODIFIED TYPE 3. ,s. ~ ENaost~ V . _ R1d-a• _ ✓ SAI'U SEWER 15S ~5S / ' 15S - _ ti~ ~ . 100_8• --15S - 155 ~ _ 5 - o ~ I - euN.Da~c TAP - E>NSnNc ,--v,~ _ SETBACK LINE _ MANHOLE A ~ _ c ~ %e .59 ~ ~r" ~ 196 \ ~ 2'55' w " ~ .59' 1S•-O' „ - s 5a~ . w _ 196 a 55 BuILaNc ~ HARVEY HILLSIDES ~ BLpCK 2 LOT 12 ~ ' KONRAD EUGSTER RESIDENTIAL ~:F' SCALE: t" = 30' ~ SCALE: 1" = 30' ;1J ~ R S'- I 28'-0 W (TYP. 't~r T-6` I ~ m i- - J L=j= DATE: ocr. moo ORAINAG WAY a a T 1s LF - CRw i ~ Tw 27aoo HT: 2'-0" ~ ~I w I12 if - at+~ I a a Q~ ~ zs ~ - cRw 30 ~ - atw TW 287.50 r b ~ ~ 1~ ~~Y ~ ~ rw ~e.oo rW 27ao~ ,~.iFT: 4'-0" HT: 3'-0" 2 -0" ~ ~ ~ 20 LF - CRW 30 Lf - CR 30 LF - CRW - IHT: S'-0' _I I I I I W e 0 W ~tw ,i a~ ~ ~ I I _ LF CRw ~ Tw 2e2~oo ~ 30 ~ cRw ~ 3o LF - CRw ~ (TSP.) 283.00 Tw 284.00 T8t 28s.oo Tw 28e.oo t 8.00 , j HT: 2'- HT: 3'-0" HT: '-0' ~ - t f NT 6 -O" HT• 5'-0' - e c e c e e t ' e t t c e A H ~ , t t t Pt 3'-1''' f~ - . • i L F ( I 'i.i~~% /`y~// VAS ABU` 'a~~~ i~ i ~ .A ~V' / ~ ~ \ / r \ \ \ ~ \ 1" ti v \ 7~ F.F. ZAO ~ / F.F. 282 Y a` r ~ ~ / ~o ~ ~ ~ Y- ■ NLET ~ . A ~ ~ S v SEE DETAILSv / ~ / v u / GE 4. / 1. V ~ - \ ~ ,A ~ t v ~ ~ ~ ~ ~ ~ ~ ~ \ ~ \ ~ ?80 . ~ \ I ?~9 I ~ \ 1 1 6 (TYP.) ?8 ~a-- _ ~ 2 ~ ~ 1 ~ 1 q , N ) yI I y. ~ ti ~ ~ v v 1 µ , ~r f 1 r vv S4 ' Z~ ~ r ~ ( l c 0 } Y \ L j-- ;r' ~ \ J ` i f . / / d ,tt I g i 2 j lad ~ . _r _ F."` r .a~ 1 r ~ i 1 i / ~ ~ F.F. Z80 i / ~ ~ / ~ ~ ~ \ \ \ r , ,r f ~ % / \ ' E \ I o ~ / ' ~ " t i n 1 1 ! 1 I / 1 / / i / \ \ \ \ ~ / / / / / ~ ~ \ \ i ~ ~ . / \ 4 , / ..a N ~ , 1 } V i , W / 4 J - - / / I / / / \ ~ ~ a~ r ~ 1 1 s 8' / / ~ . / ~ . ~ A CE 1 "xr ~ ~ ~ , 8 \ 0 , , " I ~ ~ 9 l ~ . ?8 1 - ~ ~ ~ ~2 - \9 -0 I~~ ~ ~ 0 i 7 ~ N ~ , ' 3'-4" ~ ~ 1 ~ ~ 11 1 O ` \ 0 I \ o t ; c c c e i ',i OWNER SHALL CONTACT (TYP.) ELECTRIC COMPANY F 27'-10" ~ RELOCATION OF GUY WIRE. j 55.5 LF - CRW ~ ~ _ CRw 20 Lf - KSW TW 279.50 1W 280.50 TW 284.00 24.5 lF - CRW HT: 5'-6 ~ HT: i'-8 TW 279.00 HT: 3 -0 20 LF - KSW 13.5 LF - CRW HT: 5'-0" TW 285.00 TW 278.00 HT: 3'-0" HT: 2'-4" I ~ • S _ t~ r' CALE: 1 - 20 u~ , - LANDSCAPE ANALYSh ~ 1. TOTAL PROPERTY SQUARE f00TAGE: 81,457 SF _ " BALD CYPRESS 3.5 CALIPER 2. TOTAL LANDSCAPED POINTS REQUIRED: 3,404 3. STREEISCAPE REQUBtEMENTS: 8 CANOPY OR 16 - NON CANOPY TREES 4. TYPE OF TREES TO BE PLANTED: A• BALD CYPRESS (3.5" CALIPER) - 9 0300 PdN1S =2,700 PTS CRP - E E MRYTLE 15 GAL. B. CREPE MRYTLE - 18 040 PONTS = 720 PONTS C. DWARF PITfOSPORUM - 12 0 10 POINTS = 120 POINTS t f s. TOTAL LANDSCAPED PONTS PROVIDED: 3,540 PTS ~ DWARF PITTOSPORUM - 5 CAI. POINT D 1 MATCH 2 MATCH sw- - r--8w- - - 3 C OF 2, - - ~E_ _ - - OE._ - - - ___OE- - - ~ - ~ - - - - - 4 Cd'2. t ~ ~ - - - - - - - ti t t t t t ~ -'T - -1 s FL 18' I - - -SW- -8 - - - t 6 " gW -g - CREPE FL 18 MRYTLE 1 PT B PT I V 9 PT - - 10 TC BALD CYPRESS - - - 11 TC 12 TC BALD CYPRESS 13 11r 14 1'C w 15 TC r o 18 TC ~ / 17 TC / , / / / ~ 18 TC t i_ / / / i 19 TC / ~ 20 TC ~i r / / /i / f J~ 21 TC _r~ % 22 TC ~ I ~ / ~ 23 TC v CREPE MRYTLE t'~1~ i_ r W 24 1C / o ~ 25 TC / j ~ 26 TC ~~i / ~ / J / ~ , ~i.j /j~ ~ /i l i ~ ~ , ~ ~ / ABBRENAIIONS C / ~ ~ / ~ ~ / i ~ ~ f PC ~ PONT-aF-p1RV DATE OCT.2wo REVISED BY: mA DATE: xr. moon Nan LOmrm or sm" Mean un rrm LANDSCAPE PLAN MelK ammm a mmwm"n W&V "N MAY REWM BY: Coif um~ sum A* MR 0"0 ,K no ruNe oo NOT MCtUO! NeCeHAer SCALE: In s 20' coNreA~Tgt lwiu re euroNNe<i roe Tlet coMroNmmw roe coommox m ems. DATE WCATNNI ANa realeClgN Or ALL NMII®uTLlleil S"M- A{ M10111I _ , ___G~T~., q V. ~ ar' ~y,~ Y W W 3' (MIN.) Q 0~ ~ W p 0 0 ~ CAP UNIT ! i ' a o~ o? =v ~ 4' F1Ax. , ~ _ _ r ~ N ~ ~ ~ _ - -T _ _ _ Q n , a, t 1 ,1 t. " KEYSTONE" STANDARD UNITS OR ' APPROVED EQUAL. i 1 ~ .rY7" :~.t. A~ ,i `~>i ~ i r l .1 i ~ti T ~ ATTER ~ I B I~QTES: N REBAR 'Z' ~ i ~ i ~ i ~ ~ 1. ALL BLOCKS SHALL BE MANUFACTURED BY "KEYSTONE" AS SUPPLIED BY JEWELL ~~'"'~i' ';1~. CONCRETE PRODUC WACO, TEXAS, OR APPROVED EQUAL. BLOCK COLOR SHALL ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ • ~ ~ > I j ~ ' BE SELECTED BY OWNER. CONTRACTOR SHALL CONSTRUCT ALL WALLS IN STRICT 12' i~ _ r i.i ~ ~ '1( ? ~ { ~ ~ ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. N \ ~ i i v 'ti ) ~ 10' 1 ~ l , , 12" , '1~~{S~,I CURB AND ~ ~ ; , . , ~ t ~ ; , GUTTER ~ ; . 1'>irltl`~r ' j) i j t GEOTE7(11LE . ~ ~ ~ FlLTER FABRIC I "I it I~I , i, ~ - ~ FiBERGI.ASS DOWEL INSTALLED ----j 11.1-~_I_- ~ _ _ _ - ~r AS PER MANUFACTURER'S RECOMMENDA110NS. ~ _ _ _ _ - Q" CAN(1 J " CUSHION 2'-8 2 REBAR J TINUOUS f3 REBAR » p _~~T--= - 012» c.c. 2 CLR. CONCRETE OUTLINES H • HacHT aF 1 8 o b c - - r.~r - - - - - - - - _ q.R, WALL • A ~ (FT.) (FT.) (FT.) (F (FT.) 1 » ~ '-4' 3'-9" 1'-O' 1'-4» 1'- SCALE: 1 = t -0 2 F A 5'-6' S'-2" 1'-0" 1'-9» 2'- i,t d . D 3" REINFORCEMEN T cLR. Haa+T of c D E • '~a G ~ WALL = A g~ SPCG. gAR SPCG. gAR e' 1 J „ - (FT.) SIZE (IN.) SIZE (IN.) SIZE ~ , l - - 5..:-.. : k~ ~ 2'-4' ~3 13 ~3 13 - _ E~ G REINFORCEMENT c ~ 12• 4.3.C 1~ ~ _ lTf HEIGHT OF F G H ~ C WALL ' A BAR SPCG. gAR SPCC. BAR ' ~0 ~ I = - i8. (FT.) SIZE (~1•) SIZE SIZE _ b E 8' 2'-4' /3 18 8 13 ~3 120' (np,) 5'-6' ~3 18 12 12 113 b a c '`~~l[_X < ~ ~ ~ ~ li ?;1 ~ M1 M ~j t ~ ~L. 1. - • CONCRETE RETAINING 11-0 - [ 1s 2 wA~-sECTION vlEw r~ ~ .~~i _l~ ~ SCALE: N.T.S. .l i - NER ~_l ~ REIN OR ENT 012' CC. „ , ~ ~ a~1L.~ .~'1 _ ~1. _ i'-5' ' 4.3.C 8" ~y 1'-O» f , (TYP.) I 9 Y i~~ /4 0 12' e CC, EW. 4'-O" ~t i ~ ~ g' 4'-O" I BACK-DF-CURB (3) /4 EQUALLY SPACED. /4 0 !f CC, EW. L s• 277.25 » ~ » g ~ SCALE: 1/4 = 1-0 . e" 8 " • 8 ''~T ( I . ~lll 3-t/Y' x ~-1 2 -6 xEY wAY µ 0 12' CC. - r ON N~AIl. (i14.} 2'-1" 214.26 274.50 1,^3~ ~ i i 1a 1 ~3/4- CLEAN CRUSHED STONE STONE RIPRAP APPROVED BY: ERA 1 8 ~ 1-6 /4 012'1 - SEC11ON 4.3.0 4,33 DATE: 4CT.moo CC, EW. SCALE: 3/4" - t'-0" RI vmw By.. 6' DATE 4" (MIN.) TOP SOIL COMPACTED TO 85% STD. 3.000 P.S.I. CONCRETE WISED BY: PROCTOR (ASTM D698). DATE SCALE Assion I 'i- r SCALE: 1/20 - 0 UM RANI 00 Nor OCUM M 00C MMIY © COPYRIGHT 2000. ASH do BROWNE ENGINEERING, INC. °0w0NB~ "0N 1033001-003-05 PAGE 4 OF 5 PAM ^v` . a~t, . , , _ . i . J,: NO' L _ _ k 6` R1 /4' - _ e 15" R3' R3' 3" R1 /4" Y~ 12" 3" ~ ~ 6. RETAINING -r /4 LONGITUDINAL aAND REBAR M.J. FlRE HYDRANT SEE NOTE ' 3 2'-0' 3 ( o ~S_ .rca : - TYPICAL CURB AND GUTTER SECTION 6" M.J. GATE 6"X13" M.J. ANgiORINC SCALE: N.T.S. VALVE Jc BOX. ~L1NG (SEE DETAIL THIS PAGE). :i TYPE 3 FIRE. HYDRANT a Aid@LY SCALE: N.T.S. r~ ~ ILL Vl)IL1IiJ4JU_lll IU III Ih lii:at ~i I!I_ EDGE OF TRENCH iii CONSTRUCT 24'X24'X4" CONgtETE TOP Of VALVE BOX TO BE FLUSH WITH FlNISHED GRADE OR SLIGHTLY RAISED ABOVE NATURAL iii SLAB AROUND VALVE BOX EXCEPT GRWNO (EXCEPT IN PAVEMENT.) i 91 WHEN VALVE IS IN PAVEMENT ~ TAPPING SLEEVE ' r, o°o - - ~i~ o p~ ~ ~ ❑ NEW MAIN in ~ ~4 BARS E.W. ~a. 0 0 d• ~ s ~ MUELLER VANE 80% OR EQUAL iii I I (PROVIDE BOX AND SHAFT • TAPPING VALVE EXTENSIONS AS REQUIRED. SHAFT FLXMJ EXTENSION TO BE WITHIN 2 FT. OF iii TOP OF VALVE BOX.) (SEE SPEC. , W.203.5 D ~ E) 6 X 2 - ~ iii EDGE OF TRENCH ; ~ Y ~ f III III'lil III ~Of~lf.~ll.. ill-- f I -p f , II {II JIl gIFIII~!F, ill i r CONq~ETE BLOgONG AS r PER THRUST ~Oq(ING 2,000 PSI CONCRETE DETAIL UNDISTURBED EARTH 1. ` CLEANOUT STACK CONCRETE BLOCKING EXISTING GRWND mmiou . iii V VE OX AL B ~ ~ e F+'~ d li r ~I _ j; E 1,' ~ V 12" TAPPING ALVE EXISTING FL X MJ MAlN C!{QIE; Y 22 1 /29END OR ' r ~ APPLY ONE (1} FIL.D COAT (10 MILS) OF COAL TAR EPOX (2 22 1/2'WYE ~ ~ COMPONENT) 300-M-KOPPERS, OR TWO (2) FIELD COATS (18 iTi MILS EACH) OF TAR-BASE PITCH, BITUMASIIC No. 50 KOPPERS • • OR ROSECOTE TO ALL BURIED VALVES. • • NEW MAIN ~ . u• n ' ~ ! . ~ • • 6 ' ~ : • GAZE VALVE DETAIL . ' : ~ ~i_ - i . -ru.~ii m r~~~ ~ur m ~~i m ~u iu m iii-mill- i~~ io ur m ei N.T.S. " ~ ' , _ ~ ~ ~ SCALE CONCRETE BLOCKING AS PER a TAPPING THRUST BLOCKING DETAIL -Y' ~ SLEEVE BOTH VALVE ANO SLEEVE (INCLUDING NUTS, BOLTS, AND FLANGES) SHALL BE DOUBLE WRAPPED WITH Mp~NMUM 3 MIL POLY WRAP PRIOR TO THRUST BLOq( PLACEMENT OR BCKFTLL PIPE WALL REMOVED FROM MAIN BY TAPPING SHAL BE PROVIDED 10 4 ENGINEER. '4 YY P ! 1 NON-STRUCTURAL STRUCTU$e(, TAPPING SLEEVE do VALVE CONNECIlON 96EA~ AHD L4 * y SCALE: FlT_S. 1 6" (MIN.) TOP SOIL SEE PAVEMENT SECTION s• J DEPTH VARIES I j CLASS IV A OR IV B MATERIAL . i ~ DEPTH p Y ~ 6 (MIN.) COMPACTION AND TESTNVG REOINREItIIENTS FOR " • • SELECT MATERIAL . ; BACKFlLL MATERIALS REQUIRED' COMPACTION CLASS OF MATERIAL GENERAL DESCRIPTION OF ~ .CEMENT STABILIZED SAND mot. NON-STRUCTURAL STRUCTURAL ' • • AS PER ASTM D2321 MATERIALS ~ • i „r AREA AREA ~ ~ ~ . • i „tit >i0li OF STD. PROCTOR 95X OF STD. PROCTOR • • • • • • • • • : • , ~ i PI PE OR SITS, SILTY q.AY, AND CUPS, ~ ~ i i i i i ' MIaUDING INORGANK; CLAYS ANO (ASTM OBStd) 0 0 TO (ASTM D1 S57j o o TO ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ EN CASEMEN T IY A OR 1V B BITS OF MEDIUM TO HIGH 4X ABOVE OPT. 4X ABOVE OPT. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ PLASTIgTY ANO LI41XD LIMITS. MOISTURE. MOISTURE i i i i i i SOI TYPES MH, Ml. CH AND a SPRING LINE 12' MIN. ii~i~ ~ rraalom ~ ~ C~ ~ ~ ~ ~ OF PIPE. . ;r'~ II COARSE SANDS AND GRAVELS, !5X OF STD. PROCTOR »57i OF STD. PROCTOR .t INCLUDES VARIOUSLY GRADED (ASTM D606) 0 010 (ASTM 01557) ~ 0 TO ~ ~ ~ ~ ~ ~ ~ ~ iiiii riiiii SANDS AND GRAVTI.S CONTANNNG 4Ti ABOVE OPL 4>t ABOVE OPT. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i SMALL PERCENTAGES OF FINES. MOISTURE. MdS1URE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ iiiiiii SOI TYPE GW, CP, SW AND SP ARE ,,,„i i ~ i i ~ ~ ~ i i i i ~ i IN t~s aASS. CLASS II OR III 1~ ul ~ sANO AND a.AYEY GRAVELS, MATERIAL z ~ ` NiaUDES FINE SANDS, SAND-aAY 4' MIN. MIXTURES, AND GRAVEL-CLAY MIXTURES. SOIL TYPE GM, GC, SM, ~ AND SC ARE INCLUDED IN THIS PIPE O.D. + 16' MIN. PIPE O.D. + 24" MAX. _ i SELECT MATERIAL FREE FLOWING MATERIAL WITH NO 95Z OF STD. PROCTOR 95x OF STD. PROCTOR FlRM UNDISTURBED SOIL - If t_UMPS OR OTHER PARTICLES fAS111 08981 0 0 TO (ASTM D1557) 0 0 TO SOIL IS UNSTABLE, EXCAVATE LARGER THAN 1/2' DIAMETER WH 4X ABOVE OPT. 4X ABOVE OPT. UNSTABLE SOIL AS DIRECTED BY i P.E. NO. 3`62? DATE: OCT. 2M A PLASTICITY WEX OF LESS THAN MOISTURE. MOISTURE. THE ENGINEER. 15, AND IS RELATIVELY DRY, FREE FROM FROST OR ORGANIC DEBRIS, APPROVED BY: MA AND NON-CORROSIVE. INCLUDES yQgs, GRAVELS, SANDS, TRENCH TAtl1N(S, DATE: OCT MW OR So" 1. MATERIAL CLASSES SHALL BE IN ACCORDANCE WITH AS1M D=l. CEMENT STABILIZED SAND SEE SPEdFICA710NS SEE SPECIFICATIONS. SEE SPEdFlCAl10NS SEE 'COMPACTION AND TESTING REQUIREMENTS FOR BAd(FlLL MATERIALS' TABLE THIS PAGE. Tme PL l W Nor ooocmMr REVISED BY: ooroNeits roe ocNenN,cnoN:u~rr. DATE; TESTING REQUIREMENTS ONE TEST PER 200' OF IRENCH PER 2' OF None Ipc"MOFeNee#NIeUNlpum"mw m REVISED BY. wowN, eAwNaear►re oN~r. rnae fmv eNn 0"UA MW AM Nor e10NN. we c0m"va ON DATE: WATM OR iNES on" ee 14e#CINIM FM nt LOCATION MD rNOn,+~oN or Au eterw onne~e. (PVC. DIP. OR TYPE K-C-OPPM) SCALE: M SHOWN SCALE. N.T.S. © COPYRIGHT 2000. ASH & BROWNE ENGINEERING. INC. 1033001-003-05 PAGE 5 OF 5 PAGES