Loading...
Plans W• \ - - O\ -- 03 3 ‘t5# sU,s ":--kcfir, z . " SSW 76TH AVE. / 29.0 - (- 27.0'- -- "I S.W.BOND ST. / 13 _\\> f 0.5' 1.5'f 20.0' I- 7.0 R.O.W. IN 20.0 - 5.0' I DEDICATION 16.0' 05'- -.--5.O'f 5.0' I►-0.s' z - PLANTER' SIDEWALK 11.5't 3.0' STRIP I IW SITE SAY/CUT 1.50I 1.50 I 27. 2X S.W.ALDER ST. II = CONC. CURB- SIDEWALK PER rGUTTER A.C. 3'A.C. WG.NO 126 NO.120 DWG. '47Y-....„„..,,,,,,,_� .\ NO. "F 2"-3/$-0 CR.ROCK Y-3/4'-0 CR.ROCK 01 A 7'-2'-0 CR.ROCK Y-2'-0 co.ROCK I N H = 1 TYPICAL PRIVATE STREET SECTION TYPICAL SW 76TH AVE. 1/2 SECTION $wx I ' NOTE NO ON-STREET PARKING SCALE 1'=5 SCALE 1"=5 21 I 25' 60> ke VICINITY MAP a I LEGEND: . . EIOSTNG CONCRETE SIDEWALK 4C8 ' • DENOTES MONUMENTS FROND AS NOTED -m-/ - EJO51N6 CONTOUR v. B�VC y ��$ill . I �, Q I.R. DENOTES IRON ROD ___ _; PROPOSED CONTOUR ------S.R_ALDER ST. E__V_-- LP. DENOTES IRON PIPE 0 ERSTNG STORM MANHOLE " w "''_,,44- © I.E.14279 LE 141.82 FD. DENOTES FROND 0 BITING SAWTARY MANHOLE • dRO I �� 149.5 - 8'•0.5% 15940 SW.76TH AVE TO W.O.SWALE I.E.141.55 (M) DENOTES MEASURED 5 EASING LK41T POLE oli N 15970 S.W.76tH AVE. 122' DP ® EASEMENT -SA- EXISTING SEWER CKI 0051ING WATER VALVE 0 >-W ' ,. N 89'4776'E 277.28'(u) 277.29'SN(2) 277.30'94(1 :' - - -- -ST- EXITING STORM VIN❑ DIETING WATER METER 50' 'STORM M'H i - 19 iXt 16"CH -;''H IE 14218 111, ...-... .i?'" �_sr�� -W EXITING WADER -P DOSING POWER RIM 149.27 ` ov 225PRUCs,., ',-,,..'i... z. rv-. _ AY0`';',.,.- -=."---"T r 55 L.E x- I.E.145.22 > o r+i C '''r n�T sr+-r-� ,� �•.� " _ ..... p -_-. -- -G- EXITING GAS DOSING FENCE ...1 1,; w A AlN `` AR. - "4� / TNSTREET T ®' '� I '� 5 681 ...FT. 18"h9"CH��w116"CH _ _!•/ ,/72'l -W159n S.W.77TH TERRACE I -' - _ 4)_ a (3)W� (2)W I �W-r_ PROPOSED WATER �--'x E705 G Llai /4 1--- i @ -SA- PROPOSED SEWER �---# PROPOSED STREET UGIT milt T N 89.42' E 96.00 ._ _ ) )ls\ 1 ' 10'ACCESS 18,: SAN.M.H. I '1.1 1 - 1 i' EASEMENT a SN DENOTES SURVEY NUMBER,WA9NNG7CN J t•I�r \, t 26..(g- _ _ L 40.Od�• ' 40.00' TO TL800 COUNTY SURVEY RECORDS RIM 149.73 I. A Q o {9_ _ ,4p aro t ;;x �!'t 8�&TPEAR a LE 143.38 a O • 3 80 PIkCE.�tt _____ 19 = �`..18 IS '01' 017$HT '18 -'� SNO) SR 1 ` 1-16.0 �§ I T of , r 1 I _ x _I -- 0 26483 TREE • 3s -„A, �-.-:]D.0 PRIVATE t,n } Qtf 21 r SN(2) SN ' ` E ,T of LOT 2 • -15.01.4- Q ="A ` _ • .i".....4. CB ❑ CASTING CATCH BASIN 15984 S.W.77tH TERRACE a N A 1 3.993 SO FT �� S.Or- O 1© 12 AP • ©" I • DDD"' R.O.W.DEDICATKN - / --SOT , 10'PRIVATE LOT 3 LOT 4 924'SF LOT 5 LOT 6 4,8:,..4, 8� LS I g 899: FT. . Q( h A� zs113Aa PROPERTY oNNER/DEVELOPER: TROENHau HPROPERTY LLC. 0_',3 16'..� k I r, �l, ESTORMNT t AREA= rn AREA= AREA= • AREA y PHONE:971-563-5210 ' 70....1 I ; .-74 -..-- 0'3 3,977 S0.FT. 3 3,977 SO.FT 3,977 S0.FT 5,481 SO fT �'+ nEM 5978 N.W.sCFIEEL TERRACE 1 S 89 41'40"W r 76.00' �� 0 10'CH POR .97229 u _ '- _. x a 10"CH PORTLAND,OR 3 • • 18 8 8 0 0•A ENGINEER/SURVEYOR:ZIEC ENGINEERS H z o 15996 SW.771H TERRACE ' 12 1© PHONE:503-235-8795 LOT d I.E.143 4 /' ' WI ❑ ;8 8 3880PORTS.E.NOR.AVE. 280 Cf -1sD'- 2 8 I 1�,-.:a _ . AREA= ' I I a ENGINEER-JOHN MIODIETON PE 3,572 SO FT. i I SURVEYOR-CHRIS F1SCHBORN PLS n [.�"". + 10 cI SO FT • .J ZONE R 12 _ f 97.75'(M) 97.34'SN(1) -_ l NET AREGROSS A 80%GROS,550 S AREA=25,240 / :.. 76.00 X40.00 40.00 40.00' iI.09' 16002 S.W.77TH TERRACE t= • � . . ,-.- -- _"" . MAX.MA%.NO.LOTS= 252y40 _8.28(8) l'-'' 589'41'40'14.09'(M) 2,4.06'SN(1) 13 3.050 I� 15974 SW.76TH AVE. _ _-""- MIN.N0.LOTS=.8x8.28=6.62(6) . qQ > --------- ES• S 89'41'40'W 311.44'(M) 311.40'SN(1) -• INSTALL 73 SOFT.STORMWATER UDA PUNIER PROPOSED 8'STORM SEWER PSK (BASIS OF BEARINGS) tgO7 EXISTING TREE '0 BE REMOVED * O1 PASSENGER VEHICLE TURNAROUND EASEMENT. © 5X61'UDA SWALE IMTH OVERFLOW CONNECTION TO GRAPHIC SCALE JRA OO INSTALL WATER iERNCE STORM SEWER ® r STORM SEWER TO RIP-RAP OUTFALL 0 10 20 40 •0 O2 FRONTAGE IMPROVEMENT CURB&A.C.PAVING, ® PROPOSED CATCH BASIN IP SSMEE 8"PVC 0 1%-80'PUBLIC SEWER EXTENSION mac,• 0 5 PLANTER&5 SIDEWALK OSI INSTALL 4 WAIF1 SERVICES RIM 141.5 /1 5 �'(j } ® BY CITY OF TIGARD 27' 20 I 3 INSTALL 18'RESIDENTIAL DRIVEWAY /; 8'I.E OUT 146.5 `T V M 149.0 t IN�� O ® BUILDING FOOTP`HNT(UNDER CONSTRUCTION) I I. ,, ,) w © FLOW THROUGH PLANTER 2.5,1850.5'DEPTH TO OVERFLOW RIM, ® RIPo59aE SAH C.O. I INCH I- 20 FELL' ® EMSTING 8•PVC PUBLIC SEWER 11 FLOW THROUGH PUNTER 3'438'x0.5'DEPTH TO OVERFLOW TOP OF WALLY ABOVE OVERFLOW RN. 8'IL 144.38 I O SEE LOT 1 DEVELOPMENT FOR DETAILS NOTE: Q REMOVE DOSING SAN.C.O. TOP OF WALL 2'ABOVE OVERFLOW RIM. ® 4'PRIVATE STORM SEWER LATERAL FOR CONNECTION ELEVATIONS BASED ON CITY OF TIGARD BM EXTEND 8'PUBUC SEWER EAST SEE LOT 1 DEVE OPMENT FOR DETAILS TO ON-SITE UDA FACILITY OVERFLOW 173,BRASS DISC IN CURB AT S.W.CORNER © INSTALL 4•PVC SEWER SERVICE TO LOT I © FUTURE ON-9IE UOA FACILITY FOR EACH LOT OF S.W.76111 AVE.a S.W.BOND ST. STORM WATER MUTAGEMENT 158 SOFT. ELEV.=148.39 pppp-���, 0 NSTALL 20'DRIVEWAY SU REVLSION BY APPROVED DATE (`�PR)rL„ DRA BY ESL 3-2-18 PRELIMINARY SUBDIVISION PLAN 'GB NO.: 16-4208-1 GTN '`4 CHECKGU WC.NO.: ���92f� MGR Z T e c ENG 1. N E E R S INC. ,.77,,E i6-4208-1P51 KALIL JM OREC0N CHECKED 3880 S.E. 8TH AVE., SliliE 280, PORTLAND, OR. 97202 HSU SUBDIVISION SHUT: 1"-20 * °c, PHONE: (503) 235-8795 15970 S.W. 76TH AVE. C 3 xkC..0 FAX: (5'I3) 233-7889 1 Or 2 + EMAIL: ztecti'ztecengineers.com TIGARD. OREGON. 97223 EXPIRES 12/31/2018 -= x