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• i . ; ) ', ,-2,--,•,- .' T't'<s I, - DCP7 ,.,..ii..,..*7 Y "W'J/ .DCP- .'”/••••,•:'t ``.,�. ''''''',:;•;,, • )IIIi.i yav�• -�g'F�t ' { } DCP-11 ,.�"�r. " IT-�fOP G � 2F°"'•• l , Y � .---7,-.Lits: - i _,`"-^�-�= C:_yK-rn+ P- ; may' / F [' r NW '1-2003 • \ t ' -:-' -n- P S /� ` �` - ' ' ... .-_-._ TP- 12003 F "i • _LEGEND girl _ • • 4 ' DCP-10 DCP LOCATION r-/1 ': •-,7•�'' - i:s • /•/{ t f• NIP-6-2003 TEST PR LOCATION il £ �" ,r,::-JI .� ♦'B-1-2003 SOIL BORING LOCATION I 't., `x 0'. S>`1003,: 17r-'' '' ` ' i't t T�-42003 /' ,K r - ,� �-. RESISTIVITY TEST UNE i ' / 1,/ -�-'+2;.6i2L2O04 , ) `': • 1. FACILITY LOCATIONS ARE PREMINARY. I ro � //,‘,>;;::� s-�3 v"`� ' ,, 5 •i:: r 1. y r- / TP-14 2, / ,�7 / / ...,,,, f, •' .-. i',? `,,'/ TP,- =2Oo /! / :As,/ / //'' ; • so o sits60 I BTP-8 2f)O3, ' eta 14-2003 '/ . s// / )/, / / /, ="'.� APPROX. SCALE IN FEET I;i. / If /'t i` b �/•R3, !i�' '•r ! !' G/ X / • 5,'- i ,/ b '' % - / / - - ;;J'-7;7';7';'.- O a y: ftp 10`2003 5TP-lit-209,' i / //` ,3`2bo✓ ,- t / / / , / / I. ,{ah ): c:.--?,,, J __- - /,! \ fi/` / k ./4'- / / � n‹ iP�'T2-,2003 / , / // 'ki / 15I'TP-15 j0O3 / / 1 lC. ' _-.:/ / / ,/ / , /• ' l / 1' , r, 4; -1 ' '- I - - 61W-1-3-2.433 ,1 n / / oi 1-0 -"- - 3 - _ _. SITE MAP • • USD Alberta Rider Elementary School i UltS ,. _ _....__ _: . _ -- -- - ._ - ___ -_ _ _ _ J July 2003 Geotechnical Investigation 25695391 Tigard,Oregon P. FIGURE 2 N 0 I -177: --. .., OJ STRM MH N Q SE T19 E SHEE © STRM MH Q 1141•'''. � , 6 6 E _ 18+85 n v 6768 _--- � 69 72 73 STRM MH #1p II +►®.o 114�y o_45::,. ' o70 71 74 75 76 77 78 79 h� ., .. 06 79+34 97^',.--0... leb • Vii( Q 20+01 0+45 0 m -.. lamp `` D 50' L=I9' L-qp L=40. 21+48 21+95 21+45 21+95 13+43 23+95 la _ L=19' L=40' L=40 L=40• L-40' L=19' L=40' L=40 1 24+95 L=40 25+90 18"If=36).40 12"IE=361.60 -,,.",;;.::,•'''.cp 7g D- 0 L=40' ,..--X-72..,7�r - 1 ---- 111.111,11 "' pp ---- . ---- D : © Y 5.0' -0- D - 0=5 0 D=5.0'© O 7.,,,,--f"-,..,,,- ` �® D D4.0' 5.0' TP D= © L { O I ' o - ,--o - - '•x0400?. I '1L'' 11111111: I ID -I-- i 50 ■mmurizgatimsi L` sD ` ( © T =�si�'s Tf� I STORM MANHOLE f�3 WATEt QUALITY W: sTRM QTYP• MH HRMSQ A" STREET ^, ® i sib \ BIOSWALE i�, 0 MH N6 E07)1..7---::;,-., Idl(,0Z01 G,`C&S 5, i • v 49 48 47 46 45 44 43 42 41 40• 39 • 38 . . '• �f�� cSW 132 51 • I • I i I• I I I i l _ di . _ • • "F"STREET • SEE • STREET NOTES. SHEET 18 "A"STREET- PLAN "G"STREET i SCALE. 1" = 40' Q 6' W1DE PUBLIC UTILITY EASEMENT. SEE SHEET 19 I ` 2 5' CONCRETE SIDEWALK PER STD. 480 CLASS'A' DTL. #120. • 480 STRIP. VEGETATED PLANTER i r - _,....-... _. n i ------ v �'NO ADA WIDE ACCESIBLE CURB RAMPS PER 470 _._ y_.. ._. _ • P N ® CITY DETAIL y128. (____..,..._...... • ....__...... ;.-_,... ..... ........ = VI E E 461. N W -. ...__.. ___..._...__ ..... -. „'^ 26+002 ,t.,„.., W '2- N n F O END 17+20 INSTRUCTION AT h W > 70 5 r ..-..__._._._ ...... - ..."..,.. I �_.. SM_ h'v; K V 1:10 .�. .¢W4 STA; 17+20.78. I ,......._ _,_....__ .... ._.,. _... _ P v-,.•.• 88.95')vC �0,:e h W 46O V 5.75050 © SET C.L. MONUMENT BOX PER STD. 2 ,. - ..._..._. _....-.._. f T air'-'2 �: DTL. #170. . i �K='17.38 m: 'P ). 460 c O.OA 0 Air i -- "-P14-STA- -22+00 450 PW ELEV.=421.04 y ____._..... A.D. 50 S+ • .._.._.__. .._ __ e v v• 2 42 _�" 440 Pvc _ N %T LF tz `?:';;;!,c:1,- , � 40 11 _.. STORM m m • �/, <� ORM DRAIN NOTES: i • _.,___....... INSTALL MANHOLE PER CWS STD. 430 W W DWG 010 i^. is PVI 5T4 = 19+07.86 i " < - " -------- -- ---- INSTALL 4" PVC STORM SEWER 430 D f� `.___..-. j ._y W 6.50x _......__ ..___..._.-.-'Pl4fL'EW-='385:98.-.._.._ ..._....__,. ......., MINIMUM .........,__._ ... •_�->..�i __._._ • _......._ _ _ -,. / LAA..';',;-'(''',4 f ATMR M SLOPE S=0 0200 WG A.D;.=-1.40 - • m m ....._. ._.-_....___ �.i ,.c__..- I 420 ----_---• - _. ...... K- 107.47 • _ - _ v, L NSTALL-DITCH INLET (PER DTL 1 X250) I .I ...I -__......... ...... _.� ' -- 7----- _.._.,_. _-......_..._ - - ~ ° STA: 17+42..20. 37.15' RT 150.00'VC 4 i..._.. ..._..__ v,ti . EM = A _, 420 . 58011 OUT �_ 3 • I 3 -.v,y 38.85 LF 12" PVC S=0.0500 410 • .._ W.,..,.__ ..,....... - W - -- z W - .....�_ �+ ( �' INSTALL SDCB (PER DTL #225) I �" �wµms m n /� _...-I_. • ;I, _;.... !... _ STA: 20+01.09, 16' LT • .._.-._ _. _..._...ti ,_.._. ¢.�o �,f�._.N -- i 04i,' i 3V _..._._, ® RIM - 396.64 Wim+ :_.........:_ -.N e,,, _.-.M.. v - ;.p7 ... o z z ! IE 92. 4 OUT I 400 g 2 y j0 mLo • • 400 Li:1i HWI .. ... ,...., .._ : ._....._-. ___.. .. .. ... ,......_ <. aa< INSTALL SDCBC(PER DTL #225) m : ! • v+ ��"it I I . ... .!.... _ _ STA: 20+23.65, 16' RT -re • ,Z•a ....,.._._. !-..__.. ....__._.., -...,.. ' 1 vo o, -- 400• �5 RIM = 399.44 ,� ,o i •• .. ../.i. -_ '_.. .....___. .._..... m w w IE = 396.44 OUT m n / - - .. _ ._.__.. .. .. ... ! _ ..,..,...,.. .. 5 25 LF 12" DIP 5=0.0656. 390I A a a N ;� a w z a �' '..----- % .. ...__._ _ .._. _.._..... ...:........... _., .. ...... ..__....._ _.. € INSTALL SDCB (PER DTL #225) y; _ I A STA: 23+43.43, 16' LT. • ... ro N_."3...*. z_z o m..... _../ _....__._ .. -. I • t © RIM = 430.36 - r�m -w'ti oogo m I - .. _.._ •_ ._... _. .... IE = 426.36 OUT 380 -i.--.,-. 1._ +".' ...3= ''''',7“7“.7,..A n_' JC ¢ 23 LF 12" PVC 5=0,0400 • • Z.., F n n n n f• i � 3 .. , .. ... .. _..... ... ....._. - ) INSTALL SDCB (PER DTL 225 ... .z.�._!-'v+ 14 6'551 ,n ..,._ _...... .. ...... .. ... .. 380 STA: 23+53.20, tfi' Ri. I '+,a ,� _.., �,/40y _. ._.._.. o..,....vi ...._ _... ...-..-... .. ... .__. ....,. ,.. .... • O7 RIM_= 431.27 n.o< - • , o z o ._ / - 428.27 OUT • 370 • i s N o LF P 5= 283 -_.�. n n..n..... ., ..._...i. .f_......... ._. _...,....., ... -+o- ..1.- 23 12 D 0.0 N w I/i I �"m' o ., , ..,-...... _... ......._ • OUTLET ELEV=361.03 • n M - -........ ,/ f. ..-. ;. �.0 n i • I ..... .. ._ •_. 370 62.01 1LF 12" PVC 25 YR I 360 ,. ,..•... _-_.:• -..- 18 SS .._ HGL,,,,_ _ - ... .... .._._. ....-..- INSTALL WATER QUALITY MANHOLE 1. j 4451 U 24"FVC i."...._._ ._.... _ ._.._.. .,,...,...._ .... _. .. .. ._. PER DETAIL 515. • i 1 5=00804 : ...,_. _ _. ...._. _.,..._ . 360 • STRM MH p2 • 350 • I ., 'ST.STA: 17+42.66 1.7'LT A ST _.._ ....__,.... __., ..,_,.... .�..,..._. ,..RIM.•-363:82 . ..31,16 LF 74"PVC .. .....-... _ f IE 357.82 IN N, I .. '. ... • ri 5-01270, .IE=357.62 OUT(S) i ? _........._ __.......__ -.. -_. ... .-__-....- ..... __ .-..._.,... .... .._.,._...- _... .. ,... ....... g(----) IE 357:'62'0 (W).. .,... .__ _._... 350 ;. • "A"STREET - •PROFILE • = E__ HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: }" = 10' ---- • • I "D"STREET SEE SHEET 15 "G"STREET 0 -*" E y SEE SHEET 19 1D lvD -�''••6 I I , ' F" is STRM MH #14 i-- �.... ■ -III L...'01. �1 , a®� T` *II If T �® • 98 x 99 106 1 107 ...4 .::,". ``* , 5+07.4 Q f. I •',® �W 1 MS MS L=.38'' © OJ ® I , -f� \© ©B„ STREET O 2 p O 1 i`® *44 -•C•a 0��® -■I - J stip I \/ as 6+00 5+0 ',...,340.0:- > %\\®� `` P i 4.00••••••••':-:,',..,..111M.-:-:• :$",•-.-7-:-.: T J 0 5i 200 .._ _�. 100•:-.---,-;-;,,.-)-•:.4' O+OFItyMREMEIIINIalliinni m w • , 6+2941 5+61.5 -5+01.5 4+41.5TYP J+61;5. ©TYP 1+21.5 2+6L5 2+01.5 1+50.2 0+61.5 S C 111" p TYP.L=28' (=28' T�C-28' © L 28' L=28' © L=28' _ - ` { STREET NOTES: 0=5.0' 0=5.0' 0=5.0' D=5.0' 0=50' 0=5.0': 0=5.0' 1 L=26' L=5.0' © L=28' 50 w . ' STRM D=5.0' D=5.0' D=5:0' • Qy' I _ 0 STRM 0 MH #17 MH STRM80 STRMM9O 1 y' Q 6' WIDE PUBLIC UTILITY EASEMENT 90 89 : O 5' CONCRETE SIDEWALK PER STD. 88 87 86 • 85 84 83 82 81 80 III DTL 120 1. ` O 5' WIDE VEGETATED PLANTER !' "B"STREET PLAN srRIP. o I "G"STREET o SCALE. 1" = 40' SEE SHEET 1 9 t ® ADA ACCESIBLEETAILCURB RAMPS PER CITY DETAIL #128. \Z • 4, O SET C.L. MONUMENT BOX PER STD r DTL. #170. © CONSTRUCT 18' WIDE RESIDENTIAL • DRIVEWAY PER STD. DTL. #142. w LL, i • • U O*v 1 CLASSI A 2' o u r I W m m Ci m ut W ` ! PVI STA=0+85.30 _. , ._.._ ...__., • ' _.... PVIIELEV= 491.17 0, ti I _. ....._. ... 1113 .....N.q..:.. 0 PN STA=2+94.74 • ; K=1110 6i-O. i o"W Iom '124.61'VC AD'=8.89 e� -..._ _..-..... ......_.V_m.__-. • _._ ... ..._ .�;w 367. 98 6J'VG G.,". a. e._ STORMDRAIN NOTES. ... . �P • RAN , k z� •• � -I h. - --- PVI STA 5+00 < VC 5,3°8 92 490 INSTALL MANHOLE PER CWS STD _._.PN ELEV= 451.04 _.. • ... __... .__ ..h /•P I✓ m _ ..-.... LP 15 ... DWG. 010. JAB A D ='-1.80 <v w 599• - 451' - - ._ _._. .... .. .._. • K �6r32 , .-_.. • _._. h `" -14 ✓ INSTALL 4" PVC STORM SEWER I _' m ..._. ..._.:.. -. .. .:... ;~ 480 - ( 0 LATERAL PER CWS STD. DWG. 170, ._. - ..._ 10000'VC o w o ,v m i MINIMUM SLOPE 5=0.0200. PVi STA - 6+50._- � ..om-e .. _.. • -o • e -- �� ,_,_ INSTALL SOCK (PER DTL #225) f PVI ELEV= 436 79 m H o'e^ "+ e ss J _ STA 3+63.14, 1 WQ W - ..... . -_. '� I' 4 RT .__ ,�5 03 RIM 457.67 _.. • K= 1971 „^�� `ti Q.• W1� ,ov t IE = a5J.67.OUT a • z�......_. -... 470 - 1 1000 VC -- - - m,e1 L,.., m;o 0 0 39 LF 12 PVC 5=0.0400, tr it II o° w v /Dg _ / zs YR a �y� 460 a - • o • v W W. ...... - 03 c -e`wm _. 96 LF 15'-9P:..' PHGL _.-. ..+ ____,iii:N - - V t 9 .. ^._. ._ ....... .._... mmm.-. ...,... �A/, - 6 5.00689: i PV 5'p0729�.- __.. __. iTl LF 18' .... ..... - -.... _ . t • _. _.... t7... : , s ��:� / ' 0 44� • g ., I = N v e o 0 .. . $ n II • 4301. 0 cid g c.n Le) • .., .. _ Oi al - .. ...... ._ .. _ __ ..__._...01 I/ r STRM MH;Q,$ pa v v ST.STA 6+29.38,814 LT,"0"5T. g II n l 1 IE 432.77 IN(N) - .......___. IE 432.57 OUT(SW) __420 ST STA 6+8097,8.18'LT D ST. - I RIM 43580 5+00 4+00 3+00 2+00. 1+00• \ II . --. i. ._.._.IE 429.60;-IN(NE)...-._-..._ 0+00 IE= 429.60 OUT(W) w Iy} C� ® "B"STREET - PROFILE 10(' ,4 0) 0) C) 0) S :isl" I "D" STREET S 6+8I 8+88 8+28 STRM 7+73 L=46' D+88 Q TYP D=5'MN x'12 -5� 0 0=5.0' a �y����'i'. m ini I 10+00 8+00': 7 Ifi , ' 4' —: !�i �l��rA�m®'��s��s�, , � � STREET NOTES: �1 a 111111" 6+81 8+88 8+25, STRM IO r 6+81 L=31.4' - - 06' WOE PUBLIC UTILITY EASEMENT. MH M14 a L=28' 0=5.0' i D=40'0 0 D=5.0' a 0=5.0' j. O 5' CONCRETE SIDEWALK PER STD. O 4 0- 'I i',,. DTL. #120. I 3 n CO 5 5' WIDE VEGETATED PLANTER a - i O STRIP. i i ® ATL770MONUMENT 80X PER STD. \Z CO • -, CONSTRUCT 18 WIDE RESIDENTIAL i DRIVEWAY PER STD DTL. #142. y� g I ,.D„ STREET— PLAN a _J{I ° 8 f. © INSTALL STREET BARRICADES PER y, CITY DETAIL 192. Fa a F SCALE: 1" = 40' k FIRE TRUCK TURN-AROUND TO0 0 0 HAVE CURB PER COUNTY DTL. XXX, S FOR ENTIRE FRONTAGE. 1 j 1 PAVE TURN-AROUND WITH R E 3"-TYPE "C" AC ON 8" (13'2"-0) L rtAGGREGATE BASE. mmo m a V ......,.,..., ,x. �... .....,,. N w i \ I- I 1-- CLASS A \ .. ..__. ___._.. 7 ._...._... '. .1_. �.__.._. PVl SFA_..6+50 Ev W C' I STORM DRAIN NOTES: �' I = ,..__ ____. ._ _..._.___..- EL aJ. .__ _.. A.D 6.80 NSTALL M NHOLE PER CWS STD. PN ELEVI= POINT ECEV=42966 1 I K 'I4.71 - - ❑1 I A . LOW POINT S a 9+2813 { ..__.. ._.__...... _...._... -_. .._......... h DWG. 010. sra_.= _ ... ,. .._._.-. _ 100 OD VC.. - Y - INSTALL 4" PVC STORM SEWER t PA STAI=9+50 i i - `S ', ; r + 02 LATERAL PER CWS STD. DWG. 170, P14 ELEV1=428.69 +._._. -...._ ._....._..._,.. ._.. ....._. .�...__ .. .__....._ ...__„�� I, MINIMUM SLOPE S=0.0200. i ... .,._� _...._.._ _.........__._ __..._. _ ....._ ._.-..A D. 7._9:60- _...._._. __.. _ .:... _._...- / K iD42 ~ I I o INSTALL SDCB (PER DTL {/225) V ,'o_ _.__.._ _ - STA 8+87.76, 14' LT I ....- .{_..__.._. _ ._.._....,100Op'_VC_..__. . ...._,_ = -o f _._.....__,__._. -. 't7.' ..._......_. N... _ 03 RIM = 429:90 I i; o -'� IE = 425.90 OUT 0 2 v s._ -i, ._.N _ ._. .,. m._m...,._-. 19 LF 12" PVC 5=0.0400 Q _ 3 ...._._.. _....._.,, it ao II i l ^ v o �' o a W 07 INSTALL SDCB (PER DTL X225) # on ._�.__..._.. .._..o- �.......whw j----_. ° -...__ .._._.: .._ . ; ._..._ STA: 8+87.76. 14' RT 7 Com" I __-......__,_ {.. o I + o __..._._._ _, _. _..._.._ I .._.... --. ... ._..._._._. _' ® PoM 429.90 f e i V 22 = 425.90 OUT fa_. ,.,, _ .._..`".-_'['. _..__. :. m..-�_.-_�_._. _,-...__.. _ _ t 9 LF 12" PVC S=0.0400 2- CI) 1+ 6909' - j m /_ __...-.. - .....................___ .__ - ........_... N-iii - HGL '-- .. P� -- 5 00<6.... - - -- _ .:._..._.... :� .a.. ;4 T; f 5 • ll4.40 LF_12 P-VC_.,._ �.,! ;0,0650_ • ?.._..._.._ TRM i#1 _..._.._..._.._ W Q I r I S=0 0050 - ST STA:1 6+29 38 8.14'LT, 'r 4• r19 '/ ., „, 5 ..._... .____.. _.. ._._ t �i STRIA AH/1+7 IE 432 17 IN(N) _ ST. 7+73 36 5 Lif "D"ST. 431.57 OUT(SW) 13 I _-....,... RIM;=..433.29. . __ ._..,.._.,. P ST.STA 8+8776 5 LT D ST IE 423.43 IN(W) ST.STA 6+60 97,8.18'LT "D' ST. ` RIM- 43p.20 I - IE 423.43 IN(E) '. RIM= 43550 AI I _,,.__.. .... ._. „.IE..- 42400...001(E) _,.__ IE '..423.23 0111(S) 1. ..... _._... IE=-43980,IN E). -. .. _ _. ._.__._.. IE= 429 601 OUT(W) 03 Ix /+ { I I Q 11+00 10+00 9+00 8+00 7+00 6+00 e "D"STREET - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1"n 10' 1 rw I 0 I "A"STREET • SEE SHEET 13 I. L7 CO CO C9 ®®�_ • 20' SANITARY, STORM &-� an/ 0 1 PEDESTRIAN EASEMENT 1 B+27 I STR# 0 STRM 2A 1=19. 1 MH 9 1 ,.0°' STREET MH N8 © MH7� D=a.O'/ I I I 1+00 11 4 1 Ij- 8+00 3+00 ---_--_ • r ly STRM i 4+46 - 5+20 5+80 0L=2580' - 6+34 --- I MH-$10 L=2g• L=pg• L=2B• d - -. 7+00 7+ i ® 8+27 r.-. �,... ,r.,__ ..;-.. .. _. _0=5.0 © L-T8 L=29 L 2:' L=20' 1 ( 0=5.0' © 0=50• D-•0' D=4.0' '1 ' S ' STREET NOTES: w CO LSA -} co C\2 I - - �.0 in LCD LSD LO LC MH �13STRM�II 1 t'1 tO 6' WIDE PUBLIC UTILITY EASEMENT ? I TRACT 9 1 2 5' CONCRETE SIDEWALK PER STD. i, 2 DTI. #120. - I i,, e' O 5' WIDE VEGETATED PLANTER a ,1 \ `, t L STRIP o I --- I 1 \\ „ �. . ® ADA ACCESIBIE CURB RAMPS PER 0 "C"STREET-PLAN CITY DETAIL #12e. \z SCALE 1" = 40' \j\91P 5 SET C.L. MONUMENT BOX PER STD ���S�pN O DTL. X170. I '(p VBO`J\ © CONSTRUCT 18' WIDE RESIDENTIAL . .g 3 S DRIVEWAY PER STD. DTL. #142. 4 ' - O INSTALL STREET BARRICADES PER o 0 c CITY DETAIL 192. 1 FIRE TRUCK TURN-AROUND TO HAVE CURB PER COUNTY DTL ' O8 FOR ENTIRE FRONTAGE m m PAVE TURN-AROUND WITH o c . 3"-TYPE "C:. AC ON.8" (1Y2"-0) 2 PVI STA =3+50 CLASS A' - r AGGREGATE BASE O Oa P14 ELEV= 400.08 PN STA=4+87.41 420 . - AD =I95 - P11 ELEV=J9Z 40 ` K=51.27 A.D.= -7.18 : - - 100 00'VC - K= 13.93 - 420 -.. ___.. _.. _.-.:.._.. .-.. 10000'..yO.. i. 410 + g -�`_— ... .__..^� ._....- r..._ __..o o ^.� :...._ _..._.-. __... -.. LOW POINT fLEr. iV 371.00 .,. ..., r"o II _ w + m Low POINT STA_ STORM DRAIN NOTES: w „ a+27:26 410 . . -\ _.......m, m �, n N PR STA'-,I+9542 • %; \ _..,w ty -_.0 _. -.....c .-_.. .'-_.: -._.. 1 INSTALL MANHOLE PER CWS STD. W \ m _. PVIAEa£V....'T.5228 ❑ DWG. .010. 400 m H'-i-,,•'2 i • : -- - -„ K 110 - INSTALL 4" PVC STORM SEWER • I __ .... .._� "1� ..._ 138 i 400. LAERAL PER CWS STD. DWG. 170, - .- J 96',VCMINIMUM SLOPE 5=0.0200. _ f --- ❑ INSTALL SDCB (PER DTL #225) . • P 390 .._. _. _.-. ... _. _.. ?_.. a -..._ 1068 (fIP ---- IB'YlIR m STA: 8+27.26, 14' RT I .._ _ • 5;00426 ....... _. i .� _.-. *--� ❑3 RIM = 370:53 \72J •� = 367.38 OUT -._ ... , o....._ i7; \,B¢ I \ ..� t ( i m �� 21.41 LF 12" C-900 5=0.0400 380 25-YR \ P`C '..9jJx ; ;: --- L-- - o o�+ U HCL ,o m �� 1 m `' I, INSTALL SDCB (PER DTL #225) _.. .... o p"�...:_ �..... _._.. .,...v. .. �;�78 , ' '. STAN 8+27.26, 14' LT I ..._ m¢' .. _.. .._ „ IE = 367 06 OUT g P U ._.. ._ -. �`\\�\ i w360 `s RI =.370.53 - O - o ,_ - - - g 1 T6 49 LF 3.33 S 0.0400 a l� 4 n 0 :a m "."2'"-". ..- r:..._.r I C 370 - , j _.. F„n ' v = S=0.0781 ;339- 13 . ..-.. { ' ... In II �� .-. V •. r^ N V1 .... ......... ":1111';:"h -.... _. _ II ... N.K. ' ;5:' of r� I N 1 v 360 .� .. n,II w ..._. ... , .....:-_ t._... mvii www o .,,3 - : Q • / • f 1 I .-t ` II`:.: :i. .;-- ,7,z..z.. co --§ , g; z z v 350 Vi . 4 � f I�, i.II v,II n r n I 1+00 2+00 3+00 I ,n..�+ II I. 1. .I N v,EE w_I_I a 4+00 5+00 6+00 7+00 8+00 "C"STREET - PROFILE I - - HORIZONTAL SCALE: 1".= 40' VERTICAL SCALE: 1" = 10' CN B w 1' I "Bt,STREET • SEE SHEET 14 F I W W I E-4 8 C\2 .,-4 O U) I ;. . . .. \ O 0 0 02 c , I ,--i `-1 to I 1 ,.E,. STREET 2 1+ss 7+48 0+97 O+sJ 0 '' m STRM © (=38" L=JB L=JB H L-21'. �:; MH #21 mi0 5 0 0=5.0' 0=50' 0=5.0' _..... - - I A. 1. ,,1+co ...v...•.f- o. • 1 STREET NOTES: W as `� L _ �— �Y`- � I tO 6' WIDE PUBLIC UTILITY EASEMENT. I ' ®�. - : O 5 CONCRETE SIDEWALK PER STD. 4$ } . DTL.'x{120. 2+0t5 1+45 0+54 I L=2:' � L=28" L=am �) i --I-- 5' WIDE VEGETATED PLANTERLu '- 0=5 • D=50' 0=5.0'. I a., - 3OSTRIP. - o Q T STFM- I - ci MN Q20� - �- - - - ® CITY DETAILADA 1e#E2CURB RAMPS PER Y; \z CA O CONSTRUCT 18' WIDE RESIDENTIAL i c DRIVEWAY PER STD. DTL. /142. "E"STREET-PLAN "B" STREET f INSTALL STREET BARRICADES PER SCALE' 1" 40' SEE SHEET 14 © CITY DETAIL 192. ' FIRE TRUCK TURN-AROUND TOo o c HAVE CURB PER COUNTY DTL XXX, O FOR ENTIRE FRONTAGE. i' 7 PAVE TURN-AROUND WITH ! (' 3"-TYPE "C" AC ON 8" (1Y2"-0) r a I - ( AGGREGATE BASE m m c 5 a W g P01 STA=3+12.61. I PV)ELEV= 473.04 - A O = -4.64 K=21.54 I CLASS"A* 00 ,* 100 o0 VO ! . �2 r _._.. _._. LOW POINF-ELEV-=..4554,6 ...-. §W--- - _ t' STORM _ir LOW POINT STA =0+5307 �� DRAIN NOTES: I Pyl STA 0+7996 ... ���.n s��\ ._... ._.....1 __...ry w ._... -... t cv _. _ i u. m, o> INSTALL MANHOLE PER CWS STD. ' m ? j PN ELEV-453.93 m--o ,•rf + ° 490 DWG: oto. 4, i I ' a `.' D - 1156 7�.w> of __..> U . .._...N a 't .. 1.. AK-11:10 .,., INSTALL 4" PVC STORM SEWER U W w e m 1 o'- - [ LATERAL PER CWS STD. DWG. 170, 11 I - 4 ... ... __. __... 480 MINIMUMSLOPE _ .0200. ) .I I ti a o�„*,n 128.36'VC S 0 `�- m m w ti W i ' INSTALL SDCB (PER DTL #225) ... ! ,.�` ._. ..._ j _.._ ...... ;. _ _ �, N __- _.:... . RIM 0455.107 T f 14' L �`` I __ _A� + } mo, IE = 450.15 OUT • ..1 .... i• _.7 _ ' T _ _' ... _:.. �� 470 - 19 LF 12" PVC 5=0.0200 w >w"- ow { INSTALL SDCB (PER DTL #225) ._.__.._a._.... ..__._. ..., __..._.._._.._.. I___.._ ___� _ e _ .._..._- _- m S ❑ STAN 0+53.07, 14' RT —..-- Toy, - -- .m_._..__ t RM - 45517 4 IE = 451.17 OUT P ..._.__._�.. _, _....._ ,.,....._—. _. - '... ...- -. .,.._..- .;._. `_.-_- •_. • _..... _ _.. ., . . _. \. 460 9 LF 12" PVC 5=0.0400 1 . t 0E Cfl I . ` Orr 441 g I • oP : i os X 1 ", g. zo w& . _ c, "" ...,.......__ .N I tN� �' o ,n ,onn� (n � z • t �..�_._ i'.0 v-t a s K.. a www to I 5+00 4+00 3+00 2+00 1+00 0+00 "E"STREET - PROFILE HORIZONTAL SCALE: 1 = 40' VERTICAL SCALE: 1" = 10' •• ii. (rLi) .• "A"STREET I SEE SHEET 13 ',....:.:: :,i- 'f.i,"::,.,- CC) 11 141 I� — it-1 • I� I ",:.-:,i:,,',, .:;; 1 . :' ' L CD I" C+ O 3 2 1 co © r l l 1 ►�a 0O 1100 :11: ` 2+00 3+00 3+98 .46 _ K s I / / I I I / t 4 Jr - O I — I 1 STREET NOTES: ILI oz J. 1 IZ tO 6' WOE PUBLIC UTILITY EASEMENT. a 5' CONCRETE SIDEWALK PER STD. 1 2 DTL. #120. // O 3 - C TYP 2 b - STRIPE VEGETATED PLANTER ao si „F', STREET - ® CDY OETAILIBL 28URB.RAMPS PER , `Z I - / • O T--1 SET C L. MONUMENT BOX PER STD. G r I(`1 O DTL. #170. "A"STREET "F"STREET-PLAN 6P 8 8 SEE SHEET 13 CONSTRUCTIVEWAY PER WIDE RESIDENTIAL 3p' It SCALE: 1" = 40' Il O-DRIVEWAY STO. DTL x142. -. w INSTALL STREET BARRICADES PER 0 g30 lal IOTOITY DETAIL t#192,...._ ..__r, _.__-... . r } m m I . o a V1 fY n PN STA=1+10 PVI ELEV=384.97 I - AD. = -.0.64 >__. ,. ,.. K= -1 0 c GW - 118.10'VC ....,„ .:,,.a., \4P c e STORM DRAIN NOTES: 1 t. I � w �'Ln .. . z �'4 .. _.. _..... i __... .._ __._.... - �` INSTALL SOCK (PER DTL #225) kira ,(f c,L�nw > o ml I i , STA: 1+37.08, 14' LT ✓� m m U o _ f M: N II Q RIM 379.98 IE 374.98 IN.(N 390c -J 369, -z.--_, e IE - 374.78 OUT(5) G W W - "' 28 LF 12" PVC S=0.0200. �,t INSTALL SDCB (PER DTL #225) ? W ( ' - • STA: 1+37:08, 14' RT RIM_= 374.98 380 _. ..�{ _. L.. .._ 1._. ..____.. .. (._ ...._.. - IE= 374.22 IN (N� \I \ .,.j, i !, - t:, IE = 374.02 OUT S ) I 101 LF 12 PVC S=0.0400 370 , , g ; s 360_,,...._ i_. . ..__ 1 350 f ° 01- 01 1 340 _ _ _ \ 0+00 1+00 2+00 3+00 4+00 I "F"STREET- - PROFILE HORIZONTAL SCALE: 1" = 40' VER11CAL SCALE: 1" = 10'I - - z ® w c),r.�._I ..H"STREET SEE SHEET 22 SEE SHEET 21 r 0 co • '• d E�• C\2 I0 - 1 I I r+ 411 w CYD Cs- CD e I r in II CO I L. C\2 I rTi — ®ID --—— SEE PLAN 2+38 4 2 1 i+440.4 -, N "G" STREET i L=40 AND PROFILE 0=5.0' .--I p = J - I l O S7}�M S7� l 0=5.0' SHEET FOR STORM UNE i MH�23_© _DRI.9 O —— •®,, +�� — FOR CATCH BASIN AND MANHOLE 1—I--' WO. +� _ —--44. 1 9AIP --- FORMA PON Lli ww + 0+00 6 Lil W — -- ®fid ed♦ TR, _��� �e�e r 6+795 6+2..5• 5+795 0- -- $4 •I;• 4® © QMH X22 © - E .I �MN6 m O L=30 L=30' L=3c W O_pie W D=5.0' 0=5.0' 0=5.b' W ' 0 Q TOP o� tYI_ N " I ¢ I COCO I CD .. - ,--I O .--I ..--1 II. A STREET NOTES: 0 6' WIDE PUBLICUTILITYEASEMENT. "B"STREET "G"STREET-PLAN "A"STREET SEE SHEET 14 SCALE: 1" = 40' SEE SHEET 13 ` ® 5' CONCRETE SIDEWALK PER STD. I - - - - D 0TL #120. ; H .. 5' WIDE VEGETATED PLANTER STRIP. o }• ADA ACCESIBLE CURB RAMPS PER o ® CITY DETAIL #128. 1 \, CLASS`A` 1 ~ CLASS`A` 9 n; ' E_ O SET C.L. MONUMENT BOX PER STD. j p PO srA=4+6353 CTL. #170. __ _-__. -. _ .._... ...-.PN ELEV-495.43 --. .. _._. -.. __ ____ . __. _.-. -. - - - - • _ -- 53 CONSTRUCT 18' WIDE.RESIDENTIAL 8 ? • A.0. -6.18 - © DRIVEWAY PER STD. DTL. #142. ; I - ....... ... .._ z ... ..... ......1500 52 _.. .. .... -.. ...... ._.._ .. ..,. __. ...__ a a ` K 23 .BIW END PLANTER STRIP AND.SIDEWALK 0 0 4 w',4< 0 VC AT STA: 7+37.41. _ _�� ..._. ... - ......_... ,. Sqt z N e 520 8 INSTALL STREET BARRICADES PER S 7 b Q, - H z - - [. CITY DETAIL 192. > > c m m ZZ \`_ NaVa •_ N 3 _ a W 5f0 \ o -----.::';---"!1''-':"--;:'" 1:-.'61.----:'N' qU. t/1 W15. _ 13178 ! . _. ._ _- .....c 2. 2 OW«? \ \ �yo� • 500 r P� 73:1 W m e ? a 050-5 m__m_ z4, t .STORM DRAIN NOTES:ii 1`= i$: HCLi . , , YR ~ -490 ? INSTALL MANHOLE PER CWS STD. 2 \ 2 _ • - PVI STA=1+1574 WG Oto • '. ...-__ L.7; _.. .__. • -../ ,..._ .. _. _ PW ELEV=457 05 G __.. ._ _.. \ _... z .__. _.. ..___ .......- INSTALL 4" PVC STORM SEWER \ 2 A.O.=-2.24 ,,, r. ,_,E''-' : Q LATERAL- PER CWS STD. DWG. 170, -i--2 v _... ._ _.._ \ .- ._. ... . K=JJ_50• ... ...... _..: F MINIMUM SLOPE 5=0.0200. zZo II" 480 A.,o+ --N Loo \ z x�*„ 1 75.00'VC INSTALL SOCB (PER DTL #225) o _ of STA: 2+60.56, 16' LT _.._.:._.� <,e , -- -4-,- ...d .... ._ .. __.__..__...._ 03 RIM =46456.89'9990U 468.99 a II II ..^N w ,� IE = 465.99 OUT .__..... a-..,x _a '7-4,,3r .- :._.... - -._....... ._. - ... 797 _....... \ � .- "' v�'i.._ 2 ii 50 LF 12" PVC S=0.1344. W z_Zo F7? ..• �_. +_ _ INSTALLS +o 0.o:^o 'OTOS DCB (PER OIL #225) _.._._._....-,_ ,..__.- .__........__._. ..__._.;_ _ ..._ ___......._.-.. :� ......_ .-- _-.,...._. 7 _ _ c _ t STA: 5+23.56, 16' LT i -�„:'-''.15- a <„ p 3� -..e wniEq ..4. ,� .._.Z �.__.... ._. _..._..,.__. t( ® RIM = 498:67 \ `" u.0 n _.... 9 oaf NN t IE = 494.67 OUT .._.._._In Jasa,tc- _..,._...._. ..__ . . ,5 _.. _._ .. ..._. .Q`O - 49 LF 12" PVC S=0.0400 TM 60 \ Z4 Cal) 25-YR CO CO _..: ..._ ..... 450 HGL A z 0 .._ _..._....._.___ -..-_ ..__._._._.._...........- Baa d,N. N75 440 z w° 41 VI• ._ ...._. .. ..... ...... _-__.,. ., __ _ t,.,..-..__.,_._._. _......__.. ........_.- .. 41 ..._ _. ._.. -_. • v 3 430 14 f 1V„ O aQ -Z O _ ...... ..... ....,. . _.. 420 Ir a� 1- u A- 1 wOft 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 (Cif) v, r "r,"c.Trlr, r--T- rtmr-,rn r- - - /__ SW 133RD AVE "J"STREET SEE SHEET 11 SEE SHEET 23 Oi I � W 4 o 9 —.__: t • W CO Rt lJ+42 `--i '' . EAS E-ENT r'I ''-1 11+82 12+22 I-2_ EASE•ENT !!!!1. „� • 0- 0L-40 L- -----O 10+42.4 + ,4 9+1..4---- 8+3.6 ///��� 8+024 © - D=5.0” 0=50' O L=40' L= r' L-19. ' Vl I1 `1 ` 4 v f D=5.0' D=5.0' J p=5.r' \} D r ©TYP �. p 342 -: 5+00 ®® �� =� 0'® '� \ i o ® f • I.'-, +00 - Lr; •_13+00 ..12+00 � W I j �s ( > • 1 MH poi - siRM "G>. STREET D RM r r;:.: W '" MH #26 ©�- MSTH p25 ° I \---\\ ..__1 , � O STRM MH #24 .,.•:,. ,r.... .,.. ,..t.::_ ._ . • • 1 STREET NOTES: w c, I s 1 6' WIDE PUBLIC UTILITY EASEMENT.. f. I SW 133RD AVE I I I O D' CONCRETE SIDEWALK PER STD.. DTL. #120. SEE SHEET 1 I "G"STREET-PLAN SCALE: 1" = 40' - - ® 5' WIDE VEGETATED PLANTER a STRIP o I ` ® ADATY DEACTACESIBLEIL #128.CURB RAMPS PER CI ,..z O SET. DTL.C.L.#17()MONUMENT MONUMENT BOX PER STD. . 8 i © CONSTRUCT 18' WIDE RESIDENTIAL a F I • DRIVEWAY PER STD. DTL. *142. 41 4 F a 4 • 580 • t ! I• m 1 i o zzm ' • i .. ...... - Q 5700•• I I • .._ _.._ PVI"SM +00:59 __.._ . _ : ,.... ! PVI ECEV=536.10 , _. A.O..= 450 .. K=33 36 _.... __.. ._ 560 , ZW • ST• ORM DRAIN NOTES- 4. • 2 150.06 vc .... ...� � W • m�. • t ...... _._.... .... i aTINSTALL MANHOLE PER CWS STD. 2�;\ 550 • ��� DWG 010 `'fs9 ^ R � �W _ INSTALL 4" PVC RM • • I — --_..___ Lt t ... .. _. ❑ SLOPE 5= 200. 170, -- .._ ,., LATERAL PER CWSTSTD. DWG.SEWER �-.��_—_ ...__. v�rn ...+ MINIMUM 0.0 540 _.._ 4 r V_. ri ' U W 1' INSTALL SDCB (PER DTC #225) STA: 8+59.60, 16' RT • ' _...._ in ._ _. ....._ - _.... _._ _ .... .A m .... ❑ EIM-=518�71 OUT i ` 12997 'KR- -•'''."-------- t 11 LF 12" PVC 5=0.0400 F1 , 530 J _,.r2.5 ,...... .. _.....:. _. ... _.... .. .. ..... .. .. __. -- • f - INSTALL SDCB PER DTL #225) PV • "' I 25-YR • ._. ❑ STA: 8+59.60, 16' LT /" g c. HGL _.... . 9 RIM-= 520.17 ..._.. _.._ _,.. - .._ _.... • rn - .. _._. ......._ __.. .. __ t IE = 516:77 OUT J _ z z o 2 •„, - 10.92 LF 12” PVC 5=0:0200 o U i 1 •`9; zHi i 1: ' ... ., 520 4.0 op..p _..... 3 3,- _ __ v, u, ..... �..._.z z.g.-6 . __.. _.. _ % —____L_____ INSTALL SDCB (PER DTL #225) a de Cg X91 u o n 1 „+���o-�' .._ STA: 13+70.44, 16' RT _._. ��-�'.w..,,, -� v▪ -z ___ ......_ C Qs RIM = 540.65 i 1 ... _ ._.__... .,_. .._� �,�.�..N N... ...__. ._..._. . . _.. m IE = 537.30 OUT t, I 1 • : - "'° II II n u - • - • "'+ .... - .-. 29.90 LI 12" C-900 5=0.0200 - t' 510 • cA�aww4,w 5 Q • ,�▪ N N ,...... ... INSTALL SDCB (PER DTL #225) C-+ �' u u u STA: 13+70.44, 16' Li W _ __. ......_ __.... r-z f _ RIM = 540.65 a _._ `^m LL.L.-.II 23.95IE - 5LF 12 37.17 OC T it. 500 ' -900 S=O.O200 t. ^v I z II 490 • • u �f 16+00 15+00 14+00 • 13+00 • a w w 12+00 11+00 10+00 9+00 8+00 "G" STREET - PROFILE HORIZONTAL SCALD 1" = 40' VERTICAL SCALD 1" = 10' (gii) rt5N N I "G"STREET SEE SHEET 19 ®°s, . W W H 22 23 24 25 26 27 28 I "H" STREET TRACT 4 e 0+54.2 1+00.7 1+60.7 2+20.7 2+80.7 ® 3+39.7 1 4+05.50 _ 6 TYP o 4 1. 0=5.0' 0 0. D-40' D-5.0' 0=5.0' 0=5.0' 2 0=5.0' L 40' L 40 C7 L=19' L=40' L=40' L 40' L=40' I i�®� 1��� 7 L� 0 © I 0+0Q • i 1+90 .F ,(; 2+00 �"3+00 4+00 5+00 6+00 7+00 - 7+53 - g' • ., Q(- O 0+97.7 1+577 2+177 1+77.7 J+37.7 3+97.7. I 1=30' L=30' L=30' 1=30' 1=30' 1=30' + il MH p22 0 0=5.0' D=5 STRM - 0=5.0' 0=5.0' D=5.0' 0=5.0' illMIRM28e,,, 1 0 I MH #27 33 32 31 30 29 STREET NOTES: c W 35 34 F" _ G tO 6' WIDE PUBLIC UTILITY EASEMENT. ^I� { 5' CONCRETE SIDEWALK PER STD. _,),(7' 11 �L N\. " _ 6 OIL. #120. I - C "G"STREET "H"STREET-PLAN 5' WIDE VEGETATED PLANTER a O STRIP. o SEE SHEET 19 SCALE: • 1" = 40' - } ADA ACCESIBLE CURB RAMPS PER z r ® CITY DETAIL #128. 5. I - e1' O SET C,L. MONUMENT BOX PER STD 2. / DTL. #170. 11 8 8 1 • Y : i. © CONSTRUCT 18' WIDE RESIDENTIAL DRIVEWAY PER STD. OIL. #142. . r a a y O INSTALL STREET BARRICADES PER • 0 o I CLASS'A' ( CITY DETAIL #192. I 550 FVI JIP,=6+uu v • . . - PVI ELEV=516 49 - HFI AV TCURB K PERNCO UN T X t I f'• E E TYN D LO XX, m > ___.. t........ _..__-{ .__ i...-_ _. ; ..-.. _ .... _ ._... , _.. _..- A ,.22B __.. ...__. - .._.... ....... R ENTIRE FRONTAGE. . O m c 1 1 = ! KD=�.T2.93 ® pAVEE TURN-AROUND WITH ' __ ..._.. I .. PVI STA=J+5666 .-.... .__ --.._. .._... .._.... ..-..._. AGGREGATE- ( - ) - - 5 00'VC 3" TYPE "C" AC ON 8\41.1T " 1 Xt" 0 _. __ _. PN ELEV.=SD663 ^ 540 i 1 A.D 6.41 ( o c 7 _ ; - _ - BASE ` K�=.31.20 » k 530 0 r + = LOW POINT EL'EV=4B1.05 i i N o_.. ' o m r.... STORM ;\- ' Q DRAIN NOTES: 571,L2 0 W LOW POINT STA-0+54.19 " cw . a"'..__ W ..w i.. .._.. . _... i _..�� I - ._- ......._ 1 INSTALL MANHOLE PER CWS STD. �,d ' 520 � w - PVI STA=,0+98.73 DWG..010. /✓` �=^8 m PW ELEV=479.63 I - t i.�w Y '�� 0 W n W . 0.1 -A.D.-= 1290..-:...:.. .... _._.. .-... _. _. s -_.-. ...__. '....:--- - 0 LATERAL PER CW5 STD. DWG. 170, _ W , u e - / E MINIMUM SLOPE S=0.0200. I 510 1,43 21'VG A a = I _ INSTALL SOCK (PER DTL #225) _.. • -.., __ >...U'm .i �-�- {..- _. STA: 0+54.19, 16' LT n n ,� , , _�::- i % e 3Q RIM = 80.51 500 `` 58.25 LF 1 P. 0.0100 9.45, n �`"i. B (PE l #225) `-'5 - _. !,.., W ° ... ..__.._ _. I N ; ........ i _.._.. i_.. ._- __ .._-...- .... ' STA: 0+54.19. 16' RTT I ._.. .-� .. / _.--1 lo,gX i .-._.. i « _. - ® -RIM = 480.51 v n ��/ ' 4:41.` ' IE = 477..47 OUT ,. 480 m / P 4 55.23 LF 12 DIP S=-0.0100 I .. ,. __ _... _. _. .... .... _. _... - t., 0 T m i 480 I`N o 1 _ ._. . . cit i 1Jr Lf 12"PV 5=00113HGL - m ; 1- ...ss . ' r 1 : 0 , . 470 ... ..... .. .._. ..._. ..... , -..., __ -.. .... -.. _. .. .. _. -... t _, I STRM MH"Y22 I ? - I- ST STA,3+55 43 b LT,"C Si c.,; ;2,-1" _.,....,. .... RIM 4 z o i IE 474.4.477 IN(151) + t CA .lE.=_..76.92 IN(NW).:._..._............._,. . _ ...... a�.� ..._. _ ...-.. _. _.. .._. ,._ _.. - _... _.. .,. _ _...._.-_. . ._..._ 460 . IE= 476.92 IN(NE) 1) 'tl" • 7 • P6- 0+00. 474.24 OUT(E) N ,.,w • 1+00 2+00 3+00 4+00 5+00 6+007+00 • "H"STREET - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' - 1 ,W N 0 W I ....1L-1.-JI ILC I LJ I 2 rw "I" STREET a+se 6+44 3 5+95 5+45 CO �_4 C �' ,--I C ` I 0 1 2 L=38' L=38' L 38' w 0.,,,..,,,, F. - • f 7#DO I 6+00 S I - 5+00. I 1, . x 4+00= ; 3+00 -:•`®`I (/� -�. :_,.. I (r..I� � �.. 'I -, ". I � •. � � QMH #30 . ..., .::::: I ',. 4 6+80 +JI 5+77.74 - -- ---5+18 Q - J+98 3+38 © :Erg* $.. 71+20.47 � �MHR£F32 L=28' C=28' L=2B' 4+58 1-28 L=19' STRM. L=28 L=28' I .�.J I I, i D=4.0' D=4.0' D=4.0' 2 0=4.0' 0=4.0' MH #31 0=4.0' 0=4.0' 0 - ti .>., 2+15 C\2 COY I `-'i `-{ V-1-1 ,-I �-+ '� L=3B'- I I -� 1+57 .:':,t-'-',": i E_, 0-40 14 .. ....1-_:2.00- =40' "J"STREET "I"STREET-PLAN W II SEE SHEET 23 SCALE: 1° = 40 14 I 1 U) • i. O 0=4.0' STREET NOTES: 0=4.0' a. ; • STRM O 1 6' `MDE PUBLIC UTILITY EASEMENT. �,! MN� #29 t. I • © `-'. { O 5' CONCRETE SIDEWALK PER STD. -1 L=J8' DTL. #120. 0=40'I I L=28' w '� 0 I +_ l�0=4.0'OSTRM O 5' WIDE VEGETATED PLANTER o 0.# i __MH 123 STRIP. , �r }' 4 410,. �0,® _ I; ADA ACCESIBLE CURB RAMPS PER ?: z I ,� ^ 5; ® CITY DETAIL #128. 0 , r /1 SET C.L. MONUMENT BOX PER STD. / ` �/ OTL. #170. A, g a v.0 1y I. 1 �V V11' - © CONSTRUCT 18' WIDE RESIDENTIAL I 1 ! f 1T.-..-I' C k DRIVEWAY PER STD. DTL #142. "GI STREET • C o I- cuss'a' SEE SHEET 19 1 I ? P14 STA 6+2297 - 580 - - m' z4 714 ELEV=547.42 - o m ....L'W n^__..:__ _.-... A D = .-_..._... __.._.___...._ ._>.._._ - -i.. z '307LL h �'`�' K=48.86 : In Cc _..z150.00'VC _...... __._ _..._ ._.. .__._.. p _.. .. U n J Ic W .' e . ... • .._.. _._.. ... _.._ .. I ....... -__. ....._....__ b • • ---- W 560 'p PV STA - 2+64.85 STORM DRAIN NOTES: R 398 __ v -- P�AED V -6.1843 • ' INSTALL MANHOLE PER CWS STD. ,n 1�. ._._ lrovn �._... ;o.. -._.. _ --..-. m m oW ❑ 'DWG. 010. -._. ......_ .. .... K 72.94 . .-._.. _ _ � - - LOW POINT ELE --'S0J'91 -�� ' 550 �,``` LOW POINT STA, 0+49.04 i �"W O e INSTALL 4" PVC STORM SEWER �`. 80.00'VC t _ oh r' LATERAL PER CWS STD 170 I .... ..._ _ _2.3, P.._EL - +0479 17501 W / - I-- z:'o-u----- �' MINIMUM SLOPE 5=0.0200. G ti7942.({ -._. _ `- ._.. _r._. PW STA V 166242 U4-w�, ❑ INSTALL SDCB (PER DTL #225) 2 Iz,PtcS . K..- 11.70 _.. .. \54p ( STA: 0+49.04. 14� RT -...m __... _.... ..._- OSg7 _ ...._. - -7 _ ... N �...__ ;VC { ❑ ELM= 499.44 OUT _._... • -�._ '06g 1_. > W N -...... .._ .:._._. '28 LF 12" PVC 5=0.0200 8453 k. 1 ..-... ..-._. \;.,._ _..... ..` +_..e o ....._..- 530 INSTALL SDCB (PER DTL #225) In w •`\ �7o, '''''• STA: 0+49.04, 14' LT m \ u +, h r ® RIM = 503.44 _._ _..-.. g r.a �_. .. .._...... ._.. .. ... .... • - .-. _..m ... - __ ...... IE = 498.88 IN ; '': _... `A ,93j0 \ ... 1 IE = 498.68.OUTI .....� u.._. _..... (F`1 P0c '�\- 4�... �� 48 LF 12" PVC S=0.0400 R,, I. ;� s>a - 520 It ! 0)3 \ +h ai INSTALL SDCB (PER DTL #225) ."' _�' .-._. ...- '^ e1WIF1 �`,VJ2 \ 1 STA: 2+81.74, 14' LT R 2.79 j. �, --=- mm ❑ EIM 518?79 OUT Q 13"55.,L.,. i 1 48 LF 12" PVC 9=0.0806 3510I. �;v. "�� INSTALL SDCB (PER DTL #225) .. _._... _.. ........ .... ._.._ ..__: z z o ...� .. 1 �� �� STA: 4+56.36, 14' LL ! +,,,,,o+-,_ o .N _.._ _........ 1........ ❑6 RIM = 535.19' P ,I, ,, _ a <�r g r : ! 8 W K; IE = 532.77 OUT -. - _ ,-. ._.. .._ii u II.... - ._._ 1.._ - i_.- 54-04-1 ]5'"�PY_C t 500 " & 28 LF 12" DIP 5=0.01 I �N,,wW ww ,0 5 00090 < • 2 _ #225) ,o INSTALL SDCB. (PERDT .. • ,.. 1^ i,.... ._- STA:A 4+56.36. 74RT.L 5.YR ; 1 .- 3• ��� HGl �.. .8.� RIM = 535.19 Q z z + • •s o 1 z o .,s 490 is.s LF z9 cUsoo s=o.os6z N II N m • m� rww $ n<�� a i I w w 7 N K II 11 II �Z N V II II ..,...: f� t..,.ryk-..�,:;:io, .- , .....✓.., INN N¢W W w I 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 p+00 "1"STREET - PROFILE _, HORIZONTAL SCALE:.I' 40' VERTICAL SCALE: 1" = 10' e w N I '9 ''G" STREET SEE SHEET 20 1°.''' I • •I 120 I I I � � 111 ' N 123 I i y 1 19 ,-0 MN#34 • '' ...I O+32.8 2 1+24.0=5.0' 2 C=19.5' C=J9' 3IC:). I I I l 111 © ® 0=4.0' giro.�® T „J" STREET s nSTRMM 5+00 _ .. _.....------ - ..........H #32 / 8 > 6+00 6+76.7 • co Ii - .--®�jP� c., c 0 f e. 1 V © ^jc>/ - �.) +. •�_ ® 3+49.2 © 4+089 - STRM - z I 1' 0TYP i I -e-I �� �� © L=28' TYP - L=28 MH-#33 - 11 124 I i- D=5.0' 0=5.0, O TYP • 0 I s1RM I" STREET NOTES: I:• 1 2 i/ •I_ O 6' WIDE PUBLIC UTILITY EASEMENT. g 1• •- • -TRACT 1 1 a r 6 C •-- _ 0 5' CONCRETE SIDEWALK PER STD. I - ' - � 2.5 I _:.I..... I \ r' 2 DTL. #120. "G"STREET "J"STREET-PLAN €• 5' WIDE VEGETATED PLANTER 3 SEE SHEET 20 '. \ i' STRIP. i 0 • SCALE: = 40' 71 -ADA ACCESIBLE CURB RAMPS PER • z I . I ® CITY DETAIL#128. i O SET C.L. MONUMENT BOX PER STD. ` f OIL, #170. 8 8 I ' ' © CONSTRUCT 18' WIDE RESIDENTIAL - & & I DRIVEWAY PER STD. DTL. #142. w w Li r,-\ END.PLANTER STRIP AND SIDEWALK o < 7 AT STA' 1+71.58 a INSTALL STREET BARRICADES PER 1 J PVI STA= 4+93.68 CITY DETAIL #192.FIRE TRUCK TURN-AROUND TO >- 1- ❑ CLASS"A. r- CLASS'A• --1 PVl ELEV=564.88 - m c 590 _ i AK= iJ.IID t.; 9 FOR EENTIRE FRONTAL COUNTY DTL XXX, o LOW POINT ELEV 552 65 CURB PER ,., _ LOW POINT STA=3+1080 r HIGH POINT ELEV 55288 • PV1 51,4 3+55.24 50 - - --- ------ PAVE TURN AROUND WITH .00'VC- HIGH.POINT STA =2+78.39 i PVI ELEV=552.05 3 TYPE "C' AC ON 8" (1Y;?"-0) £-. I ._ _. .... ... .... AD ....1046 - __.....• .,.AGGREGATE BASE. . . _,.•_..,_ y. PN STA=2+2302 - - r PVI ELEV=553.62, K=71.00 N 580 .._ . _.. _ AO -1235 115.02'VC .._... • `° u - -K= 17.10 °o . `. j.j LOW POINT_ELEV=53550... _.._. ._1.37.12'.VC - ..__ -_ ._�*,. - h; z I LOW POINT.STA=O+3279 i • ry 'd- MI �)�.%� 570 PV STA.:=.0+55.97 ... m -.- Pl1 ELEV=534.96 h __^^ w .I ..... • - ,. AD;=1308 +, +� ,• > _' i STORM DRAIN NOTES: •o c`"., "' m . INSTALL MANHOLE PER CWS STD. I - 560 __._ 65.41'VC _. ' ;n `"," mm ___... ....____ t: DWG. 010. .• , _. . ....._ .... ' + N 9 ZT C / �;, I / ti1 INSTALL 4" PVC STORM SEWER ..._. • .�._ ....... > ._._.. - -• % 02 LATERAL PER CWS STD. DWG. 170, o m -m .''--..... 1-.' _ __ _ . ... -.......... ..- MINIMUM SLOPE 5=0.0200, n I "'. h I . /� --_- ✓ -� i _�i - .-..._.. `'' INSTALL SDCB (PER OTL #225) 550 i I STA: 0+32.79, 15.45' RT 3. u '" W' /'1'�s 25 YR ! I 5: ❑3 RIM = 534.98 ;! c.,_..> __. ... ._.. ....... • .... IE9= 31.:98 OUT i m m _. ..._ HGL _. • .. .... 1 _. F 7 LF 12' DIPS=0.0050 ''! g- 540 ... - __ ._.. _._ .... .._. ._. ;'_. _.. ..i _ ......... INSTALL SDCB (PER DTL #225) ~ = f• STA: 0+32.79, 75.45' LT g ...-- -2.5a-------r�� ° - .= ® RIM = 534.98 g • _. -_ { N .. ._.. N.. ...-..... 34- 530.28 OOT ` � 7 m i - .6 LF C-900 S=0.014'7 1'•14 F1, •' 530 I cc r^z o ) � A - I • _ ..- -.1.0 ^3wi :a�m� ! ..._.. STA?A3+50.80.(PER RDTL I e•ss 25 YR I ,_. -... -42$ QS RIM = 552.18 HGL I .._... c•+A vii•n•-Z 8, N'II ,n,n..... q IE = 549.00 OUT #225 "i"-Z"- , p .( 3 w 4' "' •n. al 1-,.7' { v,0 �I • - - k 57 LF 12 C-900 5=0.0100 520 z. z 5. - n s , + T. ..N e ,n.H I.. �_.� , H.:,,r.�_.s•..,>._, .� I...m, ..n.,,rY,... >,....<.�.,�a.. ►- • • �v 11,nNNN,n N II • , 1 t II Si 11 II II it '. 1 //�� Inv inK W www , Lei in w R 1•+ I 0+00 1+00 2+00 3+00 4+00 5+00 6+00 J' STREET - PROFILE • - - HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE' 1"= 10' • • • CeD i . w L.; N `VI 1 + ., 9 6. 1 _ 3+00 4+00 5+00 600 7+7111111..V6291911761314WriliMMAXIIIIMingfflineinte1261)=144 0 i 9+00 ;I 9+65.7 �: SS O F— S \ ®�6 SD _ _ !Ia + 50 I N ®�� :} A S EET Yr ) Y _:::1- _ ._. y .." 7 W 3E �(^ TR I .............- .., . H 1 w: -WATER QUALITY 1 41 • 1 I BIOSWALE ' c4® 3__ : c 49 48 47 46 45 44 43 42 41 40 39 38 51 © = 1+64.6 Typ 2+13.3 2+73.3 3+44.6 3+93.3 4+43.1 4+93.3 5+43.3 6+03.3 6+63.1 7+23.3 © 7+83.3 , s0 1+01 •L=10' 2+00L 10' LI 10' 3+00 L-10 14+00 L�!0' L=10400 LI IO' 6Ly=u"IO' Lid 7+00 L=l0 TYP L�108+� 8+BG51 m • I I 1 i I i- I —105 F i-` I f I I STRM CB,✓e1© ~Y STRM CB#2 II STRM MH#35 STORM LINE 1 _ - STRM CB#4 _ o _ \-1111'' 1 STRM MH//36 - In li1./ 3 STRM CBp3 I WATER QUALITY • TRACT 1 1 STORM LINE 1 -PLAN SCALE: I" = 40, ... • -. . -- - I,,- , • CLASS BACKFILL • STORM DRAIN NOTES. $ CLASS "A" I--"B" - - - CLASS "A' - I ❑1 INSTALL MANHOLE PER CWS STD. o I • 460 _.. .... .. _..:- _... • :21.05 LF 12" PVC ......... ..__. 460 2 DWG. 010. `. C 900 INSTALL 4" PVC STORM SEWER • - LATERAL PER CWS STD. DWG. S, 0 0100170, ( ,,,,,,JJJ ' , 12" PVC- MINIMUM SLOPE S=0.0200. T. 8 450 • ne GRADE S- v 450BASIN a 4 BJ LF INSTALLCURB INLET CATCH ABOVE PIPE - 0 (CG 2) PER CWS L DETAIL 225 a C 900 S. Rjoni I _._. _._.. ...._. .._.. .-_.-._ i.'... . ....... • _-_ ROPE PIPE _.... .._.. .._. ®®� ..._. _..�..:_,.....�. ........,.. ..._o. o c 0 0100 f - -'PROP GRADE A 440 t 440 • > o Q 430 ;I . .. __ 430 •0 o r • co en •. , . • . . , . , . . . ,a0,..„,„„-_,...... ____.-....„.._-- ,1.----- , • 11 420 / 1 420 N�� •I /� • z• P z U II sC • I EX. GRADE • "1r)--aa �' { ABOVE PIPE a a a< 410 .__ . / II II II I.II 11 410 �,�/ i • N -- PROP GRADEI. i 400 ABOVE PIPE \ . �, 400 • 1 . 390 :o• 390 28 LF 12" i ' 4 Ni - C-900 S=0.0 00. ..._ ___. _._® �... • __-1 .-__. a.......v� _.. _. ... ._"_..._ _.._. __.. ...__ _..._... • I -II 380 " n • 380 26 1 gv1'4"rnm nn . . ,E .0 , . . : a S' N w 1.....J I 370 0 30�" / _ 370 g 5 . . ± , ; 1 / 25-YR ± HGL 360 I ._. 360 t . zo + zo �m 1 H N 0 1_ ..� m 0 0 Q O N O . 350 mon,,Inn n_-. .. u " " • 350 VI N w W 1 V1 N W W .......... • ., `• 1 • 1 • 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 • aw N'. ii) STORM LINE 1 - PROFILE HnR17ONTAI SOAI F. 1" a 41F VFRTICAI SCAI F: 1" = 10 - - 1 3 5 zfoo WWI INNIMIIMMES0118011111. -- - 11.111.114 II SS 5+ I O - 1 95 8+00 I01 �-__ � J+00 a+00 00 6+00 7+00 9+m0 ,9e+65.1 ...„.-----..---Nrill 5 0 .._ in .. ♦ SD SD 44 "A" STREET WATER QUALITY �—_l BIOSWALE 10 • W (� 3 I (� 49 48 47 46 45 44 43 42 41 40 39 38 6 \ 51 ' �' 1+64.6 T© 2+13.3 2+73.3 3+44.6 - 3+93.3 4+43.I 4+93.3 5+43.3 6+03.3 6+63.1 7+23.3 IIS 7+83.3 L=10' 1=10' 1=10' L=10' 1=10'4 =10' L=10' L=IO' L=IO' 1=10' L=10' L=10' TYP L=10' 8+60.51 - ,� �0 I 2+00 3+00 4+00 +00 I 6.a0 7+00 8+00 - m f ! I I I I I I 1 I I I J 1 1 t -}'. ; I 11 I I ; .. STRM CB#1© 1--STRM C8#2 OSTRM MH#35 - STORM LINE 1 - STRM CB#4 o IISTRM MH#36 - - G j ® z STRM CB#3 z I WATER QUALITY TRACT 11 STORM LINE 1 -PLAN I SCALE: I" = 40' - ~ CLASS BACKFILL s STORM DRAIN NOTES: o 460 CLASS "A" I "B" I CLASS "A" I i p INSTALL MANHOLE PER CWS STD. O • I _.. - - 12 DWG. 010. 21 OS LF " PVC 460 ' C-900 5 0 100_._ .. ._. LATERAL PER; INSTALL 4" VCWSC T STD. DWG.SEWERORM 170, I , • 14 83 LF 12"O PVC MINIMUM SLOPE 5=0.0200. I 8 I 450 EX. GRADE 5=0.0100 450 3 INSTALL CURB INLET CATCH BASIN Lu i ABOVEIPE - CWS DETAIL 225 I • _.. __. ....._. .._. .. ..._._... _.. ____ _.. ... .,.. .._.- _.... ._ .-.._ ... ..__...._...F.a., xis.. a a :. ?.... ___. I__ ____ p....... ..._. ` ... a o P (C 2) PER G I. i ABOVE PIPE i ' 440 ._ . _ 440 _. - ._. -.._. ` _.....- _- _._.. _._. ._.. ._.... • -._ _.... _..._. .._._._ .__. m i L., 430 ��o \\\ '. 0 \ i .v4 \ • r- + • 3 0 T- a a e 420 i / a U";3' 20 `y�\ / � . + Z + zp �� II 4WNc ...:.. ; / mo- ,oma- �IZ�a • z I • ;EX. GRADE / 0 vco co ~ai ri n r a:r Z� 'ABOVE PIPE 'a a p1 a' �f 410 _ � IIg!I410 /�7 i ' i� / i NN/ww ,ny'ceww ' 400'PROP. GRADE--\. . . ABOVE PIPE i 400 ... __ - Z I 390 390 ; \ j 4,28 LF 12' ' e 900 S=00100 o . ‘-'t- I � Zp 380 01 �.°‘9 t' 380 =4,om . °4.- /� 1:14 1 w II 11 ( i I 370 \° 3p3 - �/_ __. \ N�E_ 370 f ° c / , 25—YR 1 r HCL - N m ....... _..... ._...__ ......_ 360 .. _. _. 360 i Z + + __o oi00 �QONO ..._ 9aQrnao t0 i. 09 .... 350 II M..1 II n n 350 F-F- VI VI EY W W . ; ; _..... ..-NNKwW • I0+00 1+'00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 e . • STORM LINE 1 — PROFILE N N unannrJrai ff.., , = an' vcanra; cra;r. i" _ in' - - pL 4 1 I "B"STREET "I"STREET "I"STREET ISEE SHEET 14 SEE SHEET 22 SEE SHEET 22 4 0 0 0 0 1 12 13 14 ` 6 7 8 I ® pSTRM MH#so TRACT 3 I TRACT 2 —+ E i i�v® o+42 0+9J 2 +48. ��' I STORM L N 4 m STRM MH#18�1}-J� ';+ _ ' I L=19 L=19" TYP L=19 (.1v 0+92 I 1+47 TRACT 6 — J STRM MH�/31 L=2J 5' 2 235' STORM LING 2 F )� D=s r1P D15 ' D 1,5243 �` �`1 — �L _..._. _ 4 1. W D ✓/ 1 ., I OD .._ _ w I 1?00 1+62.85 w 7+D 14,00 is s. ? • :.:r ..--_-_--7=7-7-7— I ' ( I 0+27.5 0+87.25 1+41.25 I - �I®e9mr..- --ear t qpr ® � ... ¢ 0 20' L=16' LD=5'- II MHg39 ... 0+38 0+95. 1+45. ' STRM MH{137p 1+49 1+00 0+401 , 9=5' +' L=15' TYP L=75 L=/51 1:0 p STRM MHk38 j J.5' L=17.5' L=175' . _D=5, D=5' 0=5' n 1 I0=5 0=5' 0=5 pSTRM STORM LINE 3 18 17 16 15 i 9 w 11 1 o IC I ' 14 STORM DRAIN NOTES: i Z ,` - I Ei INSTALL MANHOLE PER CWS STD. DWG. 010. 1, 4 / STORM LINE 3-PLAN STORM LINE 4-PLAN INSTALL 4'" PVC STORM SEWER E STORM LINE 2-PLAN !: g� 8 SCALE: 1" = 40'' I SCALE: 1" = 40' l i LATERAL PER CWS STD. DWG. 170, SCALE: t" = 40' MINIMUM SLOPE 5=0 0200 , , , lip 90, I aa a m c 0 0 cc I 540 I CLASS'A' I I CLASS A" I N 1 EX. GRADE 550ABOVE PIPE .._ . ........ ..__...-_. CLASS A` ABOVE PIPE PROP. GRADE y o C 1 510 ._.PROP GRADE ..... . : ........ .... EX GRADE- • PIPE {.... z� ABOVE �S: ABOVE PIPE! AB . ,, F 530 i 500 j — ' AiC R 26," 540 = — �. PROP A80vE GRADE 520 .. _. T12,p9 VF 12 P006 1� �i 3034 5,00649.... ._ .. � . :.-_h : sft77\LJI,I: ' 49O SDR-26 D-3034 . I ._..._.... 5- — HGL 25-YR!I 30 • .....-.._ 17608 LF 12" m `. ._......_. :....PVC ,- ..:_.. ..... _X900 S=0 0308 .....r... . o 480 _ __. 520 a o o� I STRM MH N37 ._....... .__. _... _...._ ,.. in v o .` 0 8 m a o STRM. STA: 1+76.08 500 ,. ;'" z- ,�1�0 ._. ... w .... - # +' n RIM = 489.08 ! 25-YR �.�.� 7 aaom v3r-• 3 i �.II _...._. IE = 482.08 OUT (E) ..._... _..._..._._ I HGL o o a z z o m:,.0_0 z i+,' ,..-3 z z u ..;.STRM.MH X18-- . _._..._. 470 no.,o t... _._. n,n.rn 5� _. n--o ofmMw STRM STA. 0+00 ihooaaN ANN rn� o,» ... _ ���nnn ........ __....._.{ ......, p I ,. `RIM 48365!. o,n000 �:+:" '°'n �'2 I .. _ 't aariwwo - 4901 0 II..in 1 I v+rn E2 =o+ °IE = 476.65 IN (W) Q II II II .. ,�. _-11 II ,.. .-II-��� I IE = 476.45 OUT(S) - m o:w w w u)h cr w w F II II II rnN,www e 2+00 1+00 0+00 0+00 1+00 2+00 0+00 1+000 1 STORM LINE 2 - PROFILE STORM LINE 3 PROFILE STORM LINE 4 - PROFILE CH/1 i HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' - HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' - HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' I - _ ` r LI ,` N N 1 I "C"STREET "D"STREET I SEE SHEET 16 SEE SHEET 15 i i ' 20' SANITARY STORM .I -e.- PEDESTRIAN BASEMENT '--¢ - - - I • -T- I 60 STRM.MH#12 0 r �-..... n i `a STORM LINE 5 • I t7 ay. % 4 o .. 1 0+004. _. _6-_. , SD 1 +�w a�. .T� 1 i' 1+05 1 1 I © _ L.10' J STRM MH#11 _ A" tri I tmlD=5 61 y Q STRM MH#9 " w • 7 >-- -I 1 I l STORM DRAIN NOTES: ' �Z • i,, m INSTALL MANHOLE PER CWS STD. DWG. 010. / • STORM LINE 5-PLAN INSTALL 4" PVC STORM SEWER y8t 8 SCALE: 1" 40' Q2 LATERAL PER CWS STD. DWG. 170, ? 3' k: MINIMUM SLOPE 5=0.0200_ I ( Q3 INSTALL INSIDE DROP MAHOLE PER p o „ ilD) :_ CWS STD. DWG. 70.- m m o Z 9 w o 0 O •1 CLASS B I CLASS A. -1 CLASS B - fPROP GRADE - Ex. GRADE - - - - 1.i - ABOVE PIPE ABOVE PIPE - - - �;:440 • • I 430 • a"wTR 1� 01 0`- � 420 tie"� s„ o•Z.o • 410 i / i zZ7.1 .V HGL 1 g , I I.r'l d'<tV • 400 +a�aa R,26 p 95.06,!. s. _ ,,,In&www_. F 390 r I O \p Z Z O. . 6 o S OO V, • 380 -o,o. :.. 0 0 _o xoa m; 'utno on - ,8 A 000p(D, .... dp i <M ,d2 II II III ¢¢2 II II • ��2ww W' I`j,yEIJW 3 • • 0+00 1+00 2+00 STORM LINE 5 - PROFILE I HORIZONTAL SCALE: 1 = 40' VERTICAL SCALE: 1" = 10' 0 w3 w 04 tLl�S-vS�J /3Z 7('-{7 �e a- om I a • ;,. � , n / 1.1 El </ ' how I'm UW 9"t... \ ` \" X , 30CB � I ,;i"' ,py, ,,,,.. .< :> y N � 0 .•;-� �22CB� � , . N 330 Er �` z N • ''�.. 'Is Ct Ca3cB� W I • • Q C 0` 06 I60 • • CB N m SCBy:. 4CB • • • • • • • ` 56051 • ISODS llfg OR.1M1L5 ME TIE PMWEIrtY:7„5,tio,_ NWxa.Mxuzxo*roaMcrMmu®ww,r�mrEwnrmioUos I • 4805 n N i . . V . M, i .. Z Pi o 0 K SHEET BM1 JOB NO. h P, 0 li - 0 t ( STU /, 2 /crr' I. _yam/, FJ J \ ;1!Y')L / ,,,z, / ' fir: ,`::f t i,3 :Oc,,- X,•y".*Y'.: 1 '\�, I 1, r •ee• • I 1 .FI,11' `. ,, .. - -. - • i ,pep 5 t _ 4 ._ ._ ) 1 r Jam}•.{ jr _ _ �--�:7- •1 .].--..2TL, 1 r �t w Rl 'iXltwL�� T t L~ .....;,_Tit.u.==.;--,..___Dc-r-,Pa......,...1::-.1-7:1-7:74-t+:.:1-1:71P71° , i:4:,--;:.:75?:::..::.i:---..:::::;2--,.4-_-_-:•-•-i-..,-..-:;.7.--..2z-7::::-.::5• -"si-J------.1.,\•.,.-, i's .1-'1"..''.• \ '. . • it :o0 r I i! •:' ..1\, :, / ffl TP1-2003 I. ' ':� __lj r __ }pp4P -'2603,x, ,i I X1:1 :1 I .1' (?I 1 •z. _. / I I t' I • `y / }V �f s, LECFNR I •y 11•• Ii: I F�� ,�.. r '•., t, i A r .YOCP-10 •DCP LOCATION 'It r.. --•';',.\ / syn 1 • .. _--_. . .,�}t, r r I / J BTP-6-2003 TEST PIT LOCATION F ' - aL -\ 1 i f Ili '}6-1-2003 SOIL BORING LOCATION ,If ,5%,. n'.• f9 9.7003 IT-^Y ;1 .-2��,,rr � 1 .1 �,•!•f 1 , RESISTIVITY TEST LINE .I.I'' '/• " •' 11.1,� 4 / •.•i• IF •6 •%#e l' r 1 i� • a �. _ .208& / / L 41110 f T t♦L J• I I JYOSES a.a1 i_..t [��?-20`11✓,, 1l r / .i i• J.1. FACIUtt LOCATIONS ARE PREMINARY. 9.IStki-- ,r�e i � ' r•i • ,,:_• `S� <�TP=14 2p83 ••/ ` I .11 • r a/ i ITP 20'6 �.+ t �e7,. 1•:/..,.. , ,, / i 60 O 60 1 19tP-B-2.0 4L2b0 ..• s,>' 1 i tt• 1 c / // I "� I I � r, // R3, .`cam - .{ rF `•♦ ;c • APPROX. SCALE IN FEET li F I / y� '• :,7 r Si y / ' • ' • 41 /4?P''' $ ri/4 b ,P!10' 3 iTP•,Ji1 7-90 , /' i t / / �r it r ' iJ__ J1 3.., c ▪ 4 ,17t,,', .:,,: 3P• 2-,003 /'i� ,. I TP-15 ;1003 • ' / 11( « /\I BTP-T3=2003 S I 1 I I • I/ S'.> • — 1-- I SITE MAP TTSD ArtRlSh July 2003 Seismiclbea Siteider HazardEInvestigation ool 25695391 ementaryTigard,Oregon FIGURE 2 a I I / -RFs() / 2 7?-7. I :c ! a /.-1,,..;‘7.t.o.....,/ . I ' .:� I' � of • ,. rl ` ... . '• •••••,1,,,,,_`:; :w•'.. _ - .__ _- _- '1 (• '`a TOCP-sa •r 1,:�.�jr(;:` `V+.``.�•, `y ._'-��tJ --- :' �> 1 • r '; `‘• - 3y _•_: •�,..�:; a:--- .^` ____,4 4--......,7.5.-__.--- +.' sem'i - .d+� +•.. -.�7s?- -- /.• I ..........e. .- .rte•-.�+,,,a� 1 T- -•-...:--�-'�: �� -_--_ •-1_'' �cF� ' ui� :,• OCP-„ I" --T�-=-• ��_:-+• '1 • _''S,- t r y •1 L ,1. a 1 1 ".•:1;z:„-=';'••• }( , ! E J io) ,,,1 1• +a,� • ,' a'• '�, �I _ r 1 I / �''' ��• TP�1-200.11 _ [,,,`•4: •� I I I '1'EIOP-B ITr tp ` 2003,` 1 , LEGENG I `"?.°1 ��d ,4.'\s,',........,. a F; :Q.V.-."• 1 ,` j i, 1 r _ _ :r I oc aLOCATION _. 1r. oc 51 TP-6-2003 TCS1 PIT LOCATION 1. Js,— `` j---- ice: - t i 'v ,-t ,/. '}B-I-2003 SOIL BORING LOCATION I v ,i I .2003k• ,-1/1„.• • r % t • ' IAI ` ~`o r6 f-Tp- 200 '' ''sc ''' .. i °CJ•!I I •• 5.4.20 RESISTIVITY TEST UNE 1 .' !'. /1 ,i �'1ri... ,,.:jr , ! 'r-� 1 i� 4,,,,,,k,01._ •1/X003 „ .. ._ /,.• /' ,�. 1 -V .4 �' ii♦J i l 1, FACILRY LOCATIONS ARE PRENINARY, ir6•1 :�•' i !1 (� ' \. J•j I TP-,_2,961:',r : . '0 ' ; ,.!. , j,•'; •• :-'44.0 ...;.; 7 ..', .":.t.1./ ,' ,'..• , ,.',//,r 7 , 1 `. , ,k i , ' TP 2001 a •�•T 1;c,7....:•',.. i i/ A .•,,.••.1 1 60 0 60 � S TP-8-1...3;c, - 200 c_ .1t3 • APPROX. SCALE IN FEET !1 i ''a ' ' /... /"-, , 1 '' ' ,`�!' ,k"..., , . .. / i' 1 1 iI-� • 'R" -a0--•.a TP,'IT-ioO.a. ,, , , .,, ' s 3 i f •..r-_ • _ ' • ri!, r-1 .• ' '.-•-.: •4 i;1,' r `, . r / ' / 1 iii !/" f j i' / .:;<-::., :r .�j••1 11 I I i+I br r 'I J,•i ;,4a I ' � • . /•• r I { .' t_f / i ;:� i��} , r!r is ' ,rt1 /';•'� :, ,.; ` $.1 mg '111-1-.'/ = '1 i/ 3__,r' BJP I3'-2eoi.:r/ ,1"._✓f 'I % ! 1 I r 1 i. .., ,•iiii„.........-..7 .._________f_.,..::::?'_. '• ..:, .; ...;..,• {;• ii 1 i i f (t i .I i `y` /'•i. ! i' i:.4,1 .- j • i', r, l l I 11'�< i li ' f C--.--r----,-1"—'---' ------7,---•-7-4>,. m, ��. `�'..'`,.�� :,;_. 'Y =,r _a7 :.--yj -- SITE MAP ill UlEtri r _•--. TTSD Alberta Rider Elementary School : ! July 2003 Seismic Site Hazard Investigation - 25695391 Tigard,Oregon FIGURE 2 1