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Plans (3) S 112017 -00005 41-IN KEY LEGEND _J = : r m 1 STL STL EXIST'G 4" SANITARY SEWER LATERAL (FIELD LOCATE). FOR ELEVATION & LOCATION CONNECT 0 .. `.. m m 3 BROOK SIDE MEMORY CARE TO NEW BUILDING. EXTEND PUBLIC LATERAL TO NEW RIGHT OF WAY PER PUBLIC STANDARDS. o Lu < Z Z w � wQ < w = BROOKSIDE MEMORY CARE PROJECT DETAILS Of OH EXIST'G OVER HEAD ELECTRICAL LINE POLE TO POLE RECEIVED > n n 0 11035 SW HALL BLVD. "OR141 BEAVERTON—TUALAT1N HIGHWAY" UTILITY POLE MAY 2017 PROJECT OWNER/DEVELOPER CC CC COMMUNICATION WIRE IN GROUND CITY OFTIG 0 BROOKSIDE RCF LLC CENTERLINE STATION etnniNGDW BENNY DAMIAN, MEMBER 13+69.24 (MP 4.50) TO STA. 15+00.50 (MP 4.53) EXIST'G GAS LINE 5887 SE ROBHIL DR S EXIST'G SEWER SANITATION LINE MILWAUKIE, OR 97222 ST ST - CONSTRUCT 6"x324' 3034 PVC STORM DRAINAGE PIPE TO EXIST'G STORM DRAIN MANHOLE . 0 7 PROJECT MANAGER W ^f EXIST'G WATER MAIN z EPR DESIGN 4" FIRE SPRINKLER PIPE. FIELD VERIFY FOR LENGTH REQUIRED. O EDWARD RADULESCU U 503-265-8461 WL NL 2" PVC DOMESTIC WATER zz .-. v"v WS NEW WATER SERVICE LINE i- > PROJECT ENGINEER: BURTON ENGINEERING, PC WM' 1- 1/ " WATER METER zm THOMAS H. BURTON, PE (wM) EXIST'G WATER METERQ 8401 NE HALSEY ST. STE 104 Q S3 SS NEW SANITARY SEWER LATERAL Wi 1 PORTLAND, OR 97220 W 503-206-6124 EX 8" CSP SAN. PIPE @ 6.2% 11 0 _ — CELL 503-875-6563 SL SL CONSTRUCT NEW 6" SCHED 40 SANITARY SEWER LATERAL ¢C') WM CONTRACTOR IS RESPONSIBLE FOR ABANDONING EXIST'G WATER SERVICE AT THE MAIN. z W 0H0 w EXIST'G STORM DRAIN MANHOLE RIM. EL. 212.30 IE EL. 205.30 L Q U - S EXIST'G SAN. MANHOLE RIM. 210.32, 8" IE OUT (E) 202.32 U D >- ' • Ir0z Z = X 212.04 ' FINISH GRADES O 0 Q wm � CD NEW STORM DRAIN PIPE CLEANOUT {' L: ,- ' ti. -_ . �74 • ' gAr :.�,ir ,.p: 7. _ ROOF STORM DOWNSPOUT Lu = J I 5!^`wt'S!iWl.A +1��y 1• �.�,11 'Ml4 r1 /. I I II+ • '� J aj U) • • z artmiAuACM, :l • • , ,,,; . "1 '-^-530- it:I.'� �=u 4'x2' GRAVEL SPLASH PAD AT PLANTER PIPE ENTRY o � r, �..� :'; � . City of Tigard Erosion Control �, �,• -. ,VAGA7h188S6 �� .h u7r�ia,,� �'' `.,sii*, 'k' O Z www?s-16,622, , SITEI : . .L .. r, ., , � � To Schedule Inspections: 0 r ., » ' SPLIT FENCEW TM�,��.- _...�, ,,,,. A 0144 I .;4%, ..�.,.,. .1;, , Call (503) 639-4' 75 11 Initial Inspection: m N— Q CO ' 0 BIO BAGS INLET PROTECTION Prior to footing inspection --� , '\ 141-< -�- -3W—..,,•, _.- lira-»-- ....�....__ ^�4eau�_�� - 2"' i Final inspection: N` MOO 24m r {� F 'building Inspection Norio final I `tip °8"C CiNMAN,MASS _- _ Al AC r� �_= PLANT WHITE ASH STREET TREE _ 34 I 27 ' • - V4 k. LOTS,3-21 624 ' 1I e CC 'r[ V' . _6. YB00 I T 624 2462 >' J--_�.-_ - _ ,'i �. '.e4'" - �� .7A AC I�� 5•r �\ VAGI"E,D B-'6 41 1AZ 1, { � �-4.�_T...._ `.xe ti 7$70 .wvr„u, n:-rxnwd119k ' L� f � ' 'I; '16'. 349 AG w.a sef,wersw.,ewnu --_._ 4,79 _ ..}, :i17.7-7,'--.7„; —s4---* - ,.r�� 7.,..1i—t, �.,�oYs �'rSu. 0 r,.,vc,,�22+�, � :eaxc--. - M MAIL BOX ° �s7 1' 23-84 S 1 memjil 440ak] �' 4 -_ ? = p b,'^ ,w 1•ks 2 f'' -'T ,`` �! ' WO "7 j — •,441.1,E.':, [1.' #' [ 4409 2102 ('i hir ' - �- _•'`_ 2 PLANTER Y.f{ Ae re L NA. 16, `l`. rd r -vik ~� �� F 2 J , K 14.14-I9'''.:,!: '`. '. ( '�r 44gq 4444 �' ,,. �hMHH4�Iru+w.k4:�„e.,..Ahl3.«r. K t H-- ' 'I p e,v,"4 ✓ \ 22cs r� + 400 dlif _' *rr.K�°•TR4•,nw-.. ....t4!?� -F tEsPsdltlr—�_..-..�-.-.--. ti--..-.. ri 8 1 - .,.. —sre..,.•.•.�. m,,.,, ., ,/ ry�h��_-�� , ,r. F. ,o.0 14 N c, 4643 PROPOSED FIRE HYDRANT ,..-„,..---,-,-,,,,.....,.. .:1,777-7" .�„,: ,p•••,};.�t Sn w New 9rEMT1 i .,,„ ,y It Ca,r . 7e.69se -� I ;m r yr 'jam 13 -„'"*»-x 3\(C)/O O _. -CON II Limacw, `n l2 4 ' , ;""°' ' ?742 ' yc,'4''fY,. 'T'�j 7p Q .mAc � ° N ,- _ tea r �_'>:� ill.; � r �- _ t rN ;rippla, . i 04 IR �, ,�� Q ° e � ;• :17=72- SHEET INDEX fir ' i _a M 211AC 4 N ?-pro ' r.q� ,” °9 , 4 I-� i am /F aaiC i q� 0,3.ti 23-81, ,a- - i �' 704 16 i1 , ;" 0 �a• $ !I ' , ..ti+? �, ¢ ., 40A0 a R 6 01.4. -- l A3�c , ;'-_ p 1":'" NOTICE TO EXCA1 ATORS: I �7 it R a4ac ,,, y 0 ..-. ✓ ! I i i .: t 1W°Y LYWI664,YAIiIii,. cr , ,�.q • ,R or,.. ..:',!,yI��Ap�"cl "�', }pf - �'.��37-,-,•,, ,�,r,*w.s�....::... e —� �' � g� I i r� `•�- .'n�, .-,7.4 •'e ,:,,t : F" �1.. , ;4 � '• `� �I. �-�,...�--- i�rs� "i' P +�7-9,----,f,-6,-,---LJ �_ �S_._- .,_J -.-" _-,1—i�_ '' t T} r► O m „�7 ,mss `:, `-;; s� �9 �`� —1--i.. "' ':: .�' SHEET DESCRIPTION A .GEOTECHNICAL (� � �v H:'',1t7::-•:- .:.'1491:,' i° - 4900 1 r . ,4` k ; I F I ' II' ie..!,!! ' ' ATTENTION: OREGON LAW REQUIRES YOU TO REPORT IS REQUIRED B rp Te to eao f � �, >a ,;... R� • , �–, IFORE THE FOOTING �1 z C:So :,;n a -i: ..B'' ":' \ zea , , Cl COVER SHEET BY THE OREGON s LE ADOPTED FOLLOW S �, c�: ;: 3 . TaaAc � f INSPECTION IS APPROVED J ��INLOO��° `�- -� ' UTILITY NOTIFICATION CENTER. THOSE RULES 1—, i— C1 .1 EXISTING CONDITIONS w'n1,,1,,,OC�ti+,•::. 7� 'y �yWh�.�.r,1� S 1 4640 �•'� �-..�. -_ ._ �.� � Ny ,,... . r �, w ; •• 1' a °� y 4wpF,4FFLE iz ., C2 GRADING &UTILITY PLAN IW O cr :u ,4, :,i1F eed° ti ,u».i. .'i ;;„ ..,,., --.. .__a STRE'E F ---$ 1•--1 1CITY OF TIGARD :,; ,,. � ,„� ,� � ��. � I .-. ARE SET FORTH IN OAR 952-001-0010 \ . i9 ,', ,~lii.l :- ,ate ;.>a ..w �,r..Y �� _ -14/12-- i - ;,,::-.,"..,.7,-,1!",.,,,:.— C3 DETAILS FOR ONSITE FACILITIES 1 e . # _ a. i� .�` a+� v f ,y'��4uC3.1 TUALATIN VALLEY WATER DISTRICT DETAILS THROUGH OAR 952-001-0090. YOU MAY REVIEWED FOR GOD COMPLIANCE E . te-in, - ,;--_:- -,, . ' �i 26110 � I I ,a . _ � „.. +''' OBTAIN COPIES OF THE RULES BY CALLING — - I ApPrcWeds .,a� I °° E , _.,' _ 2 --� �_�_--- �� :.�►, C4 FRONTAGE IMPROVEMENTS 1 ,� ,w '�,�, '- ` ____.-_. . � �.,�x �— ��---_-�_f � , 1 `' ` 2� THE CENTER. aTc. I j � � �, r,�, , =� - H- j ril,-, &- ?;Y A m 1 1 ; r .; •,:: ''.; C5 ODOT STANDARD DRAWINGS ' , q . 4 i0 .,1•Yt"”.-•-• Jni .w c •1:" • ti.7,-.. no %,.-11. Q , "x;,.'41=�',' '°'°° ; I.,11a° P.'4°it' " • . -- I '' NOTE: THE TELEPHONE NUMBER FOR THE Permit if: 7.-/3 "37- ' -��:.°-.,.�.:'-�� ::� �r� �� ' ��".` Y �°�, .� 4� r�,�4 _ �� ?"`�� } C6 EROSION CONTROL PLAN � Address: � .'J:¢ ! �I! '�_`` C% .� �y u� ti: ;non ._.,.a„_mm_,.�. �. 2604 , S? ''.� ,. ,.r`: l�C�[1f8�i., ' _ ' '_ •"":P':-',� . �fi+� � °' ' '. • - .„.:4,Um ""� C: -' IL AND EROSION CONTROL NOTES OREGON UTILITY NOTIFICATION CENTER IS 9 f .' .�e, ,., z I '1 ! ___ _ -• ` __ C7 DETAILS Suite#s O M's''_ , I , f , ,"' .I u.grm . iIf �411� f �1 �.A - C8 GENERAL NOTES 503-232-1987). _ •� E12fr (C��.aY(1 gg .T4. ] _---,Zi --- g; T"' -at k' f �',` - .l tk Datet W /.244.-1,4-_,.'ate t1k B .esao-w _ .. 6i J J [ ;4r ri7.77. .. "7:7, 5 �`. �aaiwn....; E ; i __ __.--_aelrti 5 .� I• Iv 4. - , Q ,J o �, .4 -,i .. �.`'" `� .-7.-4'-ii'.?..::...:,4uoa MOD , .°°ece ru[utrrt ` , �! ' lLk I _,-i: mph t: g. i� f '17xac oM "a n I "'Tu �.Tg • 1.-..,,,,...., �r•�,' - k I 3aO 1.,-...OIC.. „- .ili'R„ f R E S i .aa at `. 1 �`' W I ef' ` ' ' .. .n+r ., Q � r1r l I -- -jaai_. ..--.,._ --r tr°' r war,. ,_ 'PLANS ';. . • � C • JIPPROVIE Z � lY: ;: _ s ]p�� .� � - 1 f�`°a g� rem "�` S J 'TM= - • POTENTIAL UNDERGROUND FACILITY OWNERS INCLUDE UN-A7TAC1t� . rf --+.. dw4 • r .' "` .".12 '1 I,�,h7'I f, N ( -. .,,ISIfma, yy •�r I " °' :� +7 � arsve ` i xlAe .,.,,.SPECIFICATION BOOK � O V:-/-, '� Saar —' ," .e• t� 6 r STRUCTURAL CAE CS 2 7 -'- xr.r. • • -:,,r:,,uai,ya �m.�,- �, .2e.,:: '��='"'� K 11'.�A-�".•,'' _ C,-��-- �..�1r.L.'., ti�-LL.:! 1 74srl. i / �....wGEJP.T.ETH REPORT iaR T .- -Mi.■sI' .mac LN •33 iSJ 1. - . �,,� •- NOTES: SC DOCUMENTS {y 7 - ,tk7len q l_ .:,,, 1,,'' f. .fi ! - C6 i r i76 .' '1 ♦ '•k Dig Safely.' , � , ra � . ,- :�r�,,Y�(c�� yy J• -- 'r� ,,.a� f� r�; , } zL� a5.'8 �.: ii r +o j I. 17I ' „ .; S �\ I. ODOT STATIONS OBTAINED � a.�� .�: .Kea• `- .t�d i�a�'�+'r°�.:', �y� I- .. ..,. �,F � .7 +.�� 1 FROM MILE POINT SUMMARY Call the Oregon One-Call Center WHICH WAS INTERPOLATED DIAL, 311. Or 1 .-80 -332-2344 OFFICE COPY FROM EXISTING DRIVEWAY TO HIGHWAY CENTERLINE LOCATED BY FIELD SURVEY EMERGENCY TELEPHONE NUMBERSrillrill #33073 2. USE OR141 MILE POINT NW NATURAL GAS • INFORMATION FOR M-F 7am-6pm 503-226-4211 Ext.4313 REFERENCING & FILING. AFTER HOURS 503-226-4211 9/9/16 PGE 503-464-7777 \81 PROftc CENTURYLINK 1-800-573-1311w� E GIN4`f4 PROJECT NUMBER CITY BUREAU OF MAINTENANCE 503-823-1700 #5373q 14- 153 ' TUALATIN VALLEY WATER DIST. 503-848-3000 OREGON Cl VERIZON - 1-800-483-1000 �4' r tiB��o� SHEET Citl5/30/16 14-129 H• . 1 OF' EXPIRES 12/31/17 _ __ _\ TAX LOT 2501 j TAX LOT 2500 ---\\MAP 1 S 135AD MAP 1 S 135AD Q d I I ii it c° CD_ DOCUMENT NO.2014-049090 DOCUMENT NO. 2014-049089 I • j m In - -0 - - f H U U - I. XSAN -- XSAN 1 l j I j a < w 5 r _ III- 1 XSAN_- . a. . -- SAS / ,, S 88°42'00" 260.23' ARBORVITAE1 ii — _ + + ,i + + _ + + 1 1 I i O ,1 .J .� t J —2 , • _.,/ .—.D J .—� ,-'_J;. 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Qb v II I 11 vb b0o�Q!Q!Thp / v � �- > �� o v 0 a • • • • Q G _ � ' a 0 z m 1 = J Z c 7 , o ! a n /-\C~ lib, /fir I co< J O 4 cc, I! 210 Q� ,�-- -- i I / I •a I 00 __ ---�_ ,-'--� - ( 21 1 .00 )--- I I SIDEWALK I 0 ❑ ct .....___ ., -fir '` i .4 11 Q >- p ...__„_____... _____- 1 1 1 __„_, 1---- -., 4 , \, 4 . 1 i= i r ri NN i N I. 211 D O -__--____ ; ��2�0 - ----`s.PROPOSED 0.0Q' --I 4 i w O Q Z 0 -- -�_`� ; �.- FR}G HT OF WAY ,i Q a a 30'_0„ i Q - Q 1- --__________ u) ; ��`�__ 1 - -__r__ - t' DEDICATION j 1 EXISTG ROW U V X ,..- ---.., „, --,_-_.,-::4c 4. .4 ' gii,.. . .. 4 E- li 212.00 GRAHAM ACRES — 2JI _Dm ~_- -'f / s _ Q . , ----.. LOT 7 _.._-- d EXIST'G 1 .� w T �- ---_- �� _/ co, , a ' / CURB w Q i - — _ ---� r = i 4 a (TYPICAL) 1 ❑ = Q ---___ -- ------------„/` ! 1�—p 4 IT, _�� 213, - __..f__-------NN., I L: r co � '�'- 11035 SW HALL BLVD ,/ EXISTING HOUSE rAO 4'` i �___ TL #2400 APPROX. FTG `� a Lu d I` _ �~ 36,060 SQ. FT. (0.83 AC) j AREA 1 ,548 SF TAX LOT 1700 I'- ` _ = 4 Cl _�-- o I 'a i o MAP 1 S135AD _ °13 + ''o. O ) + ` -'J `~ `� z I r `�-J 4 a 4 --�_ _—_ '� --''= - 7 EXTG SAN. SEWER L4 T. a. ❑�' _ 215.00 - ---- _— --___- =`" '~" _ 0 _ _ i ----- _ 2'14.0 I t + d 4 4 > i 1 ---- -- - ( 216 00 ) — _______________,-----1 •, ..• . . I I �` - � � T 1 zN \ 1 DWY u) I o oN tom. J 45'-1" 4. CU cl 0 EXISTG _ -� \ It �: '�`�'0 4 W WOODEN SHED __ -- _____-----"- -{ 217.00 ) --_--._- - �� t�\ _ i. ASPHALT PAD/DRIVEWAY �' ° 4 �;, I -7 L)-- ......., �� 1 \ �' t I I •f I � � o I / \ ' Qa / \ 6. ) /tel d . ____---,,,,_ _ - -- — 4- . . '----- - (2 1 .1_,___,_Z: N 89°31'00" E 259.98' `, EXT I ElcoEXISTING GARDEN BLOCK RETAINING WALL. TOP DY- iQg Zi 4 Li WALL 218.63, BOT. WALL 214.45 1 J J TAX LOT 2500 = -----I MAP 1S135DA TAX LOT 2401 MAP 1S135DA z DOCUMENT NO. -94-013352 z = ABBREVIATIONSirillIll ROW RIGHT-OF-WAY COP CITY OF PORTLAND HW HALF WIDTH PROP. PROPOSED KEY LEGEND EX EXISTING DI DUCTILE IRON EXTG EXISTING SD STORM DRAIN 9/9/16 EST EST EXISTG SEWER SANITATION LINE iDWY DRIVEWAY G GUTTER W W EXISTG WATER MAIN 11' PL PROPERTY LINE AC ASPHALT CONCRETE csa PROi1 PROJECT NUMBER - CL CENTER LINE EOP EDGE OF PAVEMENT �� : 'NEc, /Q 14- 153 EX8" CSP SAN. PIPE@6.2% C APH C SCALE- � #5373 CON CONCRETE WM WATER METER C1 . 1 10 0 5 1 0 2 0 40 EXISTG FENCE SS SANITARY SEWER MH MANHOLE OREGON SHEET F-- } CO CLEAN OUT SW SIDEWALK mss, `/44.1,' g 1g6h • \Ili 0 „ 1 inch - 1 Ofeet. IE INVERT ELEVATION WL WATER LINE4s ��o 2 QF 1 EXIST G SAN. MANHOLE RIM. 210.32, 8 IE OUT (E) 202.32 EXPIRES 12/31/17 TAX LOT 2501 TAX LOT 2500 TAP EXIST'G 12" WATER MAIN w/12"x4" TAP PER-TVWD ( -- 18" DIA. DOUBLE FOUND 5/8" IRON ROD WITH NO CAP MAP 1S135AD MAP 1S135AD DET. 8. INSTALL 4" GATE VALVE (FLXMJ) PElik TVVV\D DET. 3. 1 Q � ... EVERGREEN 36' CANOPY PROVIDE FIRE WATER STAND DOCUMENT NO.2014-049090 TREE 24" DECIDUOUS DOCUMENT NO. 2014-049089 CONTRACTOR TO INSTALL 4"x2" TEE + 2" GATE VALVE PE'R \ ' J :14 :�� cx, . . .. PIPE THIS SIDE OF BUILD'G 26' DIA. CANOPY TO m o TVWD DET. 702 � �, � z Z LLI _-- - -- IRONWITH NO CAP 6' WOODf! POLE' I 1 w - __ FENCE LINE FD 5/8" ROD � r Q 0 W FENCE r \ / o w Q 0 w = ,- FD518" IRONRODWITHNOCAP _ ' a ce Lu " - - °' ifb 1 �' `;' FD 518" IRON ROD WITH FD 5I8" IRON ROD- r" ao - r o� _ - _ YELLOW PLASTIC CAP WITH NO CAP O i 0o i - - - _ - -- _ - - S 88°42'00" E - �r 260.23'rniN - I j iE- Es) 11 / �, - - -- - -• -- 13+69. - - ILJ M PI- 4. 1014;_,I; fv, fw - fw -fw \'\ fw fw fw fw iL fw /fwfwfw fw `' 135 3'-6",, `11 CONC. RETAINING / I I , I � 1 • Y FFE 214' \ --� I fw- fw WALL (4 TALL AT FFE 214' 4'-7" � - �"J \ HIGHEST POINT STEP \ \ ,1 NEW FIRE HYD. WL/1 ;r WL I I WL mE I Z !, �. 4 FIRE WATER LINE I I o , „ i , , .,,,,,,, , , V DOWN WITH GRADE �� ON PROPERTY � I ; zH- • • 8 „ .. �_ -� 8" FIRE HYD. - I f I _ , C7 11035 SW HALL �� RESTRAINED K , O ❑ Z p 1 / SUPPLY LINE _- --- ; I + Q w z I '. __'`II BOULEVARD I �- - LI z I z m -1 > < I _ TAX LOT 2400 ;, ,� TA- EXIST'G 12" WATER MAIN w/12"x8" TAP PER TVWD I I I Q� = J 0.. - 1 i MAP 1S135DA _.„ D . . 8. INSTALL 8" G TE VALVE (FLXMJ) PER TVWD DET. 3 I I j 14-' OJ co J >- ❑ ❑ �I i' 21 0 DOCUMENT NO. - "" 14 c� - 00 FIRE i I J 00 �o oo+ _ _- 2014-081756 ` 211 .00 ) ____ 6" I ,1.-=-- ��,, I N D I CATES j ❑ cn I-- ch �I T __ _ - RISER ---- -- ; �T ' �j ST I OLD CONC. j ❑ . ` - - _ INSIDE___------------- ~`'~J - ________ -- - I I ! •I :r , SIDEWALK j O ❑ >- 1 , 1 , I l LI_ J I _ __-- ___ BLDG. �. , 1 L I (REMOVED), f- = Z � O �' - ! 1 , ti y � LL2 < w Z �` 211.00 2�0 - _____ PROPOSED if1.0 ' �L: - \ 1 j w O �- W• 0 --- - 1 - _ 'RIGHT OF WAY -_ Z_ 1- w_ FFE 214, _ , I y o �•�. 401_011 Q U Q Q Q 1 - ,-__� := D EDI CATION I I } 1 w ❑ ❑ ❑ ❑ - - r E' = I- Q '� ' - A i I, 2 f I 1 BUFFER I , O (� -..- 11 - 2.00 �` _ - I+--- _ _=- I I 'r„__,,,,,,,_ ~ - - _ ;-~' !�`J , m t� 17 DIA ��,_ ^ , _ "�,- _ - / ,� I 1 _ -fi _1 CU0 RB __ J w DECIDUOUS i . _I_: . _ �_ I -� ! ��'` 1.2" TYPICAL Q 28 DIA. 1 _ ~--_ ` ;_ ` 1.--- 1 1. 6 I„ j ❑ _ --- 1 1 01-06 5I-6" 6 W CANOPY 1 ~-. , :;o �_ \ 1-i inST I I I m >- ~`- 6', 6' WALKWAY �`�, l o ---�` ___ I�' I w M �\ �? I Y v� Z 12" DIA 31.611 213.00 - I %O. Zo,` co _- ___ _ �. �, _ ? I PLANTER O oLc) Z EVERGREEN '� �� -- _ 1 \ + N L2 , „ ��.�\ I \ i -_ W --- - - - _____ _ ` ' o p 2 -11 1 �i STRIP m O CO 16' DIA. = I -- I ,O;� \- _ 6 k- `� ; , I ` , I CANOPY �I ~ _ I = I 'I O \� NDSCP 11 LNDSCP co - I \ ST// I� '� 14_f50 1 O 2 w � � '� -- •i:)1___ CONNECT TO ROOF----�- -_____ ' LANDSCAPE ` + ,, 0 -0 o _ __ , NEW CONCj TAX LOT 1700 gi "- `� O = $ - - ,�STORM DRAINAGE `` L , _ ---- -�� --- _ y,_ 01 Eo 273.50 X �' . 00 �" ! SIDEWALK ' o MAP 1S135AD o 1 -SYSTEM w16"x5' PVC - '1v ' - `O%, --_ / ,.D co -- 2 I cv I ° ". ' 6'_011 /�/ ` , ~'�.._ ► / r.'`� ¢ I " I 'F � 214' ,� R�; d: <:: M` 7 \�,/ �7 \ - FFE 214` lob I,! 1 W Q ❑ 12 EVERGREEN / ra , _ -__ _� 25' DIA. CANOPYI -- _ _ --\"•�-\ - try -'✓'' r ~� _ I zsT ,� `� Q o m _ - \ IT"--- - k 2 5.00 o- �\- --�--------- ------ _ 'Q -:- i 4 - 3 - 2 1 1 214 0� I 4:1:1111 W J ' --.� r. �� g 8 LNDSCP �6 ��' LNDSCP �`' - �- I ° J E0 1 C711 E0 1Q Co , 6.. 5TL STLL_' ` ' STL STL I ; STL Q 5 -0 tco _ o I ❑ v 2 0 f � { 216.00 --- _ -'" MOUNTABLE CURB 7 d j am' Z (n 14--- 5 �► J , W . W -g d ? 9'-0" h __ ,15RE-EXISTING 1 o w cv . . - , r'�\ , 9'-011, TYP. �n/; \ @ L4NDSCAPE PROJECTION 1; 6'� TYP �."'. - I I I yi W I ��°, W W w HOUSE (REMOV D)o D J _ 1 WATER QUALITYW W \`? _ '' i `o I v N \Q I ST i` i� O Y U• I co ' PLANTER 672 §F:** *• '- .. • CL OF DRIVEWAY 35'-1" cv z W . W . W W W W -� - 1 , 2 SLOPE= 1 .23 /o - 'I p ¢ = 1 W W W W INFILTRATION TRENCH 100.0 x10 * o ACCESS STA. 14+82.8 A PHALT U U ,� I W z a o �'. WW " WW.+ .. .: * OVER . W. .W N WIDE_ SEF ETAIL �,�--\ HYD. GRD. ASPHALT 4 �0 m�, Q �, W . W W FLOW W _ € - ST GT ST ST ST C ST ST GT � . / ST CT �T GT 0 ST / W •W . . - W -1 ST - SEE SHT. C4 FOR / I 1 �� t��`l M P 4.52 o W w W W W W W a' W .. ST � O 1" 10'..9,, � �J_ - � \ � \ - F 1 1 /� V z f ' W' .W W'W W W D RAI NAGE -I E IN RECYCLE ^ �0�9„ ,_ -�_ Opl «jam �� DRIVEWAY & FRONTAGE �� I I;; j - p ` ' 10'6"x14'0" CONSTRUCT STANDARD CURB 'S DETAILS r 18„ DECIDUOUS W i ,' . : **. **.* *.* *TES HOLE Al 209.09` ,�T ,I �'' 9P ------__ 39 O ---- -��r 21 ' ---T '� ' I I N- II Illllllhfio ._ \/ 6.0:0 • " co 1 - I�. . . .. . .. .. . .. .... ...... ... ... . ..` WW ," •,., l '. , � , N + _ .. 7- - _ ,_ _ � ' •,- L � } I I �u I 20 DIA. CANOPY o _ V - -- II W W . W W W W W W . -----------__-_., - 15+0.01.50 I ,! _ � � LANDSCAPE ..'�� '�,, --. ... . . .. .._ --- --- /11 .._ .._ -�- IrteM P �� _�� ' CONSTRUCT LYNCH OR EQUIVALENT CATCH BASIN N 89°31'00" E 259.98 7_ s 3 FD 314 IRON FD 112 IRON ROD WITH NO CAP o i O • ii 36'-11 112" CONSTRUCT 100.0' CONCRETE BLOCK WALL 4'-1" HIGH MOVE EXIc-- - i J PIPE ' 127.0' PONY SOLDIER WALL 41-8' HIGH TAX LOT 2500 SEE SHT. C3 REMOVE EXTIST'G GARDEN BLOCK RETAINING WALL. EXIST'G POWER POLE MAILBOX TO HERE 'T w PLANTER TAX LOT 2401 MAP 1S135DA TOP WALL 218.63, BOT. WALL 214.45 NOTES: OUT OF DRIVEWAY MAP 1S135DA z z DETAILS DOCUMENT NO. 94-013352 WING O o KEY LEGEND \ ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ON SITE. NO CONSTRUCTION VEHICLES _ EARTH OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. °0 21 STL STL EXIST'G 4" SANITARY SEWER LATERAL (FIELD LOCATE). FOR ELEVATION & LOCATION CONNECT ' 71-- CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR 0 TO NEW BUILDING. EXTEND PUBLIC LATERAL TO NEW RIGHT OF WAY PER PUBLIC STANDARDS. PROPOSED FIRE HYDRANT ,S, o 6" PERFORATED PIPE INVOLVED IN THE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS -OH - OH EXIST'G OVER HEAD ELECTRICAL LINE POLE TO POLE Y o -Lc?) • APPLICANT, AND SHALL INCLUDE THE VEHICLES OF All SUPPLIERS AND EMPLOYEES ASSOCIATED WITH `� � THE PROJECT. o G G EXIST'G GAS LINE IE PERFORATED PIPE d A : e CN EST EST EXIST'G SEWER SANITATION LINE WRAP 6" PERFORATED , ALL INTERIOR CURBS IN PARKING AREAS SHALL BE MOUNTABLE CURBS SATISFACTORY TO TUALATIN ST ST CONSTRUCT 6"x324' 3034 PVC STORM DRAINAGE PIPE TO EXIST'G STORM DRAIN MANHOLE . PIPE WITH UNWOVEN , _ 10.00' 2.0' CUS "- 1 " CRUSHED VALLEY STANDARDS. / W W EXIST'G WATER MAIN FILTER FABRIC 'f' / WASHED DRAIN ROCKrillrill -: SIGHT DISTANCE EA. SIDE OF DRIVEWAY IS IN EXCESS OF 500' AS REQ'D BY OAR 734-051 IN TABLE 2 fw fw 4" FIRE SPRINKLER PIPE. FIELD VERIFY FOR LENGTH REQUIRED. 0 INFILTRATION TRENCH TO 2" PVC DOMESTIC WATER INFILTRATION TRENCH DETAIL NTS FOLLOW PIPE OUTFALL GRADE. 1. 4" DCDA DOUBLE CHECK DETECTOR ASSEMBLY TO BE INSTALLED PER TVWD DET. BF 200 ON 81916 WL 'VI- h PRIVATE PROPERTY AT PROPERTY LINE IMMEDIATELY ADJACENT TO THE WATER SERVICE . WM 1-%2" WATER METER x ELEVATION LEGEND CONNECTION TO THE PROPERTY FOR FIRE SPRINKLER SYSTEM. ��\� POF�f PROJECT NUMBER 2. 1 / WATER METER (INSTALLED BY TVWD) ��,�GrNE� � 14- 153 EX 8" CSP SAN. PIPE @ 6.2% CSA H I C SCALE #5373 C2 Ivm CONTRACTOR IS RESPONSIBLE FOR ABANDONING EXIST'G WATER SERVICE AT THE MAIN. 1 0 0 5 10 20 40 3. DOUBLE CHECK VALVE ASSEMBLY BACKFLOW DEVICE PER TVWD EXISTING GROUND CONTOUR SHEET 21�.-_-_----_ OREGON EXIST'G STORM DRAIN MANHOLE RIM. EL. 212.30 IE EL. 205.30 ( F I -T) DET. BF 102. PROVIDE SEPARATE DOUBLE CHECK VALVE ASSEMBLY S EXIST'G SAN. MANHOLE RIM. 210.32, 8" IE OUT (E) 202.32 I Inch - 1 0 f e e t. IX 212.04} FINISH GRADE SPOT ELEVATIONS BACKFLOW DEVICE FOR IRRIGATION LINE. 'tic :- -_--_I -ViL°� 3 OF 1 0 o , H. EXPIRES 12131117 / • _../ .-- , ,. ...,, , . ,. . ........._..mar...... - ___ . . ._ .. 7.M.1, _ .,•14 .........., • n -- „.- • • _ 11111 ---. . /-- . ... , ._______---RAIN DRAIN AND OUTFALL ' -- PROTECTIONa_ m CO:N.LISTRIX:1'ID\ b b m m 161.11----- --is• -, ' ' I .- r ___________--euELDNG OFFSET AND IMPERMEABLE LINER AS APPROVED 1_, XI/a.tt.71 QINC4 II[11,, Iii,' :-.11,1 or II DC : r.tr-L":21/4,--,:l t•LI I.C.11 :.).11-1 frl cd ii: fdr_.inal iit:twith 2-ii r..11-.:1).-:.:\EI .71 t,_ .- cy.. 5: fli • ..--Finish grade __----- BY BUILDING JURIS131C IION .....' ..,_,,,--- plii T-;3[.-..son it.IIIr Ldurik-.:ii.S Sh;III hc Panien LI T11 TiQL Ckill'eentoml TI. • I Z1' v) •• (3) Z Z 40 ' ' ----PERFORATED PIPL MANIFOLD HI Li i 0 0 , ..----,..... T (. Strfaciv-rnaloh ....•'- - - ..,, ... -----__, FOR LENGTH Of rACiLITY; 11.1111aLL.111.A7LLItt. 0 CE I- < (T) 1.-U 1 w < tr w m idULTiptE iNeTAL_Ancela - __:--- . _ > 12; a 0 0 , 1 TO99131 or ', existing'Medi . I -------- 4" MINIMUM. 1. A hicici.::-p-Ltiah le Lruf i IA.4..e1f 101 ‘1%.-).riti c'nr.X-I 11-:: pluce=:l cv,...-_.••r...iv tDpciii I .!-1 TO ugh;tut. du!: ' . - ------7', ,. L. --1*-:---- ., ' Top of su Ing nil -,, 1.-.._ in atom /I ---_ . .._ STRUCTURAL WALL PER • k, 'Ll RN I BMW rrialtatil ..., 1 ,. . • ___---------- bUtLETINC.; JURISDICTION syr-i.):1 1.1‘..):.; ..;-'1..1.:r0C.LI, 14hrIC 41311 7.ti: htd IT) p14-1,....E. in :11-1.-In... n.,.'3:,.... ',..v.i:l) Ihr: n16inf•wriircr' , -•• i I . + 11' , I- ---• - -- ., _ • II 6!( .. -.1, , V ...• 11K1H1Irt.tin reiAui:.eflutrilS.. Arix-1103 5r,,t-h'inir IiiII he l'..a.y.:(1 on .4 fps 11 01.4. i!vt..r .::::. rubric. I ..,.. .... I' : -v ' - -....--• . , 'kr! .-.)- -'... A ,-• -• „,17 . ..,... ., A il, TremiTt•,;,141 aitz,.J. - hi szh-c .Tit,i,L..•it'll.,:. 'oar.;ille ;;C.i...viint.:! f'Ir. ,.-.1. oll)c-7' Aprovr:A1 equa:: 1st .III l'-iti .'1 I L i . . __i I it otEn-a Teiti , low-cicii0tv intc matting (1._ictin;Akar: UT t.if.-Ltir npprw.-4•.;_i rqual) N.SPACE 5E1101334 PIPES I ../ .... 11. .-...! incht-E (01.2'.-:r tjvcr J1:n :•nek ltila 11 1:-:-•• pluec't1 Lryt-r 11.1/:=Ili:filing;•irf.•.111) anti L'iie.1.11 131e -,..... Ili 1.1 r., Up b 43 24 1 mr lit *Er ti re OM KO Di) 0 la-pt Om Li ': enot, w-Li v•idth Li Ibt tsv,•.tilf..... r •..3.1 1 OVERFLOW TO A.7 ;Ir 6" TW. 30- MIN. 4. Planf mi.cr:ohl. 3hall LO. piliCNi in III:vontm yr ilti ''.1.e Plilll mid 01,0i. tnble. it3 3tin 01J fY CONVEYANCF , 5 . ,,..,,,,..„,..„, .iii I ....i.ki _...1 ...a_FACILI1Y WDTH.. ...-- Z. 09,61 • Npprow.. 1 plan-, 0 •*, • •... L.`,'. Iii' wu.Ler.:1-.0 LiT.'1 SWilil C ti'..titme:ri aTca pliluninis Ckiii by ..:-.tt.n.tekt " ubstaiir...4..iny c',.A.,IrtplOe" >: II -Tm-r4re •• - - - . , .• .1 I 2" MIN FREEBOARD H a b . I . 'ItiLl . .... nncc gnivc .LryetTi wov.th .-,i...:.; uo.,:id 00.1 4.5 n ri frie'D11-1.12..-: provith or3" and plant ;:t...--rity i 3 an Pie 6" MAX POND DEPTH Z '41 , A note a Li ....._. , ,. . avti aize c,,t'aciptox, 6 piarl S (mirimum -n Li_pi 2.E.:.5: O: CgrIva km) per sly'a EC foci. 4,.., _ .. lo 20' p', : . . • - - , '- ,..._, 2 1 6. Tlic -f`L1!.11.11%.• :shall bu tice:ned ric:ceptiilIc to hc.ei-.. thc 7..-:1.1.711: 111 I:4! nCliti)d W1:...71 pl,Ant fuowth. , 0 TABLE A . . '. -.';. . :•••••,.-:,' i.:-... _ -.:_, ,,.: %,___- ._•:-j , ' I ..-- ----- -. i & and [lc 33;ry illakbei,i 'lEV ,-mgrricet-',; tle-i MI XS Shi..liN.E1 WI 1..1..-- Appio--..cd if_atts itir-(1 ii LI 0111LI 0 . I I TB' MIN GR&.WNG MEDIUM • r ,• . .. ET. (/) 'A' •B 'Ci Tie , , , ... . • . . ,,,, 1- - .'. I .....cily...:.ilTir.:77.1.S heis•t:bvt..1-t MO.. "Ill.;• cd,r7.:11,:.2I.:nu.;:t co•ii Cy ilic 11,.1:i1.1.0., lo bt2 filly:lional.. in Er I I NOM. 'I I Tr , :`;;;?:7.- ‘.. - ' 0 ----C-1, LIJ (1n) On) On) ih) .. ,..1. i_j 1.., , ...\:..,\--',.._\. • -17-- . - - ''' ..‘L' •r 3' DEEP (3/4" - 1/4") CLEAN iiI.:1:1..LLIAJaUC ';'r C.11 TIIC i..ipprilVCCI p.•:.;.,..11 c.....:,-4:14.71 L.1.[ I7A•gin tin Iviii-y‘,•:2311ILIIJECIMILIN p-z:'ri.;:i.j. 1'17 5 1 ...' 4 10 4 a ii poly awn,* i '%. ,........ ..k. j ..• -..____ __.-. , ' '.1.5.!..,..,„:',....-?,:...,!:: -, ,Zt-ez , ..,-,...--,.:...::.. , . -. r, -• , , - - • . _L__,...1,_.. _ ___ CRUSHED DRAIN ROCK . .... ..._. . , . _ , , , . ,_.., ,..-. , • , .._ . , . , ... . 9" DEEP (1-1/2" - 3/4") I MAE\TENAN(..:F: la 4 il . , . . . .... i CLEAN CRUSHED DRAIN ROCK 8 10 8 10 ..___ ..--- :::: 13 ........... -V Kw baddiniii -. - ‘•-, •.-,-. •• l• ---.. ,!...„ :.7.-..x_ II . . ,.. . , . , I. The p,,'..tt..11-f.v.ee is icsponsibiz,trx tii TrtinienatItt 1.1.1.1.11i:; fadiily fur a :nini::-..ura of Pe,u ::,•e,I.Ir;. Cr) --I -..- -dir --.4... ...Tow A • , • 10 10 8 10 ._ _ .„... TrereihtitsvlatIon -- all'allaiallAlallii=ii=11' n . . . . _ . • '. ! foil liy.....",1-11.-. CariNiF Ili:1.1011 kind aCC:c911:71110::Cif thi:A ..";7.•.:Ici Illy pr Ci-miliz:r II. < ± LL miNitesticri,"fireweed - 11m1111=11 .11111111111- • .,....-•;\. .,•-,, : . : • 12 12 B 10 111111=111mliPlImIlm11=11=11=11 - . .. , CONVE YANCE . 2. I rrillid i0J1 is rk) I-k% rwroficlo.-1 pc- 1-11.11.11.TLILL, irrigallo 0 ph II L.Ii: LiTYpatVi.d. - Lu =- wiloott.,-.16.7: 1- 1 -1 • . „ . . \.,1,„ iii-i,„tim teedi.. Ftiv [..c.. ,:ic. 1)11-.:7 il.:111.5 9 11.71111101 ,-' IT-fig.:1111M L.'pil ern vi:Ili e iiiintr (Aunt: 15 12 6 10 . ..:- ' . .1 ' '.:'/..* :.'-:- Z, °S. -,.e.).. ..c.'' .-1. . ' WATER PROOF PVC BOOT AND 0 U) I- fa FERAL NOM FOR ALJ_CIETAIR , , 10 10 8 12 24' rrin. -1 1_ 13iikulro uf lowed arena ilmil cox*/sail airEwt cut ad Dm_ROM. . .,. ____ . • _ ' 1 . •,• , 1..1": . :... .:r : :`.- ' .. . FCUNCiA710.1 DRAW PER DESIGN ':, cLAIAP OR APPROVED EQUAL 'I/ILI:11V ,3..3LTI). SV3T.11/1S E!1•07.1itil..tc.wird.c.rizeil dui ingt:tt•-:'AO . iii lu it-:..;1_.r,,.. .ungo i.i..7, :.inzl ix ......... - < ›- (1) 21 1 B 12 ' r.: . . • --• -- - ,- : SEC TI ON A-A . _ „ _ . guAtil •e4..,,R.1112.,1 diatlagl 17:LIM JILLztt.)? teniricr01JTCN Wat.,:Tr..4-,:Kirci: !....•,:ill he.1., Ntitio.Jr11 .'n am.: C.9 Z 3. 11:2,pipe lerdaleliem In ernbeemsd stem Awe the itallth yrdtriekel mill rot to .• ... , - . - -. ,. .- • • , . . 24 18 6 12 wed arid the Am Is Z 36'chereter, Iratiene drrenalen'V to nominal pipe diameter. . ,....,, . .. s _ . .. . .. _ .. ... • ,• . 11::•prirvv_i pilcU.... 1-= I ... .r...-L.. . , ...., .....,.... - 30 18 6 12 . 2. 11(.01 tpill•T2'dirnOlir Arel tlitm:hrtii,ern]tab rti awletribia le ha drrnring. NOTES: 1-:t*Iltir or 0 wn-_•is- Ite pi tto,,..cilati....1.,.. ,;:_ ';:.. '.,':5 it air:-L•vaii-w_te the sitc 5 mini lif.1111 iii iwic.2. I-L Z r2 . . ,.. , 0 30 24 B 14 1, PRIVATE WATER QUALITY TREATMENT 3:11111;111.`t: ,\- i Hi and FaI1). lhc -itiIii;•ociir.-..1.till !i:_i1..1._ LK' (9011.1:11C(1 RUC .1(1)111:11cli ;.).; 0::;. , •i..La i:.; LLJ H . 4. See Sti.Org.FUXIN lor Irmosruiro dolmas(Whorl requasti. Laf# 2. 30" MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASFD ›- < ON INCOMING FLOWS. ill L*11:4.lirt i!. rriinimurri L'T'..'09'''-: t;11:-viv;i. rate r.:`-.. e 17...quirc:-..1 ve•Aciniitrri v.nd c?C0.41 ',-Itti•ai < - H _i LL 45 248 14 - Jour_mem 013. WA snag&WPM!CATE 141UL-2214 BOX SIZE (SF.) 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK 4. NO 7REES OR DEEP R001 ED VEGE TATION OVER PIPING. )W.-Ite.,7: Nnn-intiv.2.. trmsive plunt drWiCi; 3112 LI bc: I.Z11)17•VCC-I Vitilnl ciI7C11PRILTIM0 nil) " 0 D U) DOW its WWII liblIWITTIVillrotial torrIrAcxmlerci Ili # OF PLANTS 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAX'MUM LINEAR 221Y-i.-;).1.1.11‘.• ilz._',, •-•.,_ 7 H --J 54 24 B 14 ' dm crrmi urvimmaini 35aiduca. TYPE OF PLANTS SEPARATION. ° Z 4. 'TI taciltv '.e-.41. he rc.:--it-..0..:wriatt:i ilLtid ploitic(1 Iii t;illatinn e:'c•-.A.rcril!4,n ir cili::ri i,i) CIL:pill +. Z < so 24 6 14 The ye-Ire:Om trial pkie of 017'5 OREGON STANDARD 011.01101114135 6. OUTFALL PROTECTION SIZED PER FLCW CALCULATONS. . :=1 0 I- sumesrd Dramagt WI&de- I BUILDING JURISDICTION APPROVAL REQUIRED VA-TEN DEPTH CF Or:0.11'S '..vkhit: ihc. t yi,0-y ex- niairiten•zinc:, L.74-rinc, ' 66 24 8 14 FACILITY IS BELOW BUILDING FOOTING. . 2 ca i- in 2 sturd la ACCOrdifrai IAA TRENCH BACKFILL, BEDDING, SIZE OF PLANTS LU _I 72 24 B 14 pedwogy wrinoirderVeffeer- PIPE ZO N E AN 13 MULTI PL 2 _1 W " < • . . . 72 mg peisuceier Aid Jel2 alms, INSTAWTIONS ,• • . _ __... - u j < > 0 0 Pow plpie Ewer 72° airroter, ir Lite reit respviseb.415ty of -1).' - < U•11 rim srneisii•ran,3,. FLOW THROUGH PLANTER LI D A , . , SW it i.4 Ik4;A Lk QUA . I 'I' .--.3 Oi.'-d-E ' - .r 0 LLI maid ilatilhigr astruiving a mug 201 5 ummaun imam!PLII HANDBOOK . CleanWate Services ''-- -- •L-- - --'• . - - - ' - .-- %Aral I oVater : :--Ne-1-1-71ces u) . . I - Risrirtffrri Proibssibroal Ea- Z . igueer, REVISED 03-16 : Al rt::. il..1 1.0 71- DRAWING NO. 794 __..._ . _.._ _ 0 Z ct C.• i: wPLANT LEGEND FOR PLANTER: Effeedvip Oats; Daternlise i atte-May 31,2017 RD300 - - .,,, • m , 0 CO i?!.) cvi impx.t. DE.-vkuieii ApToacles Haldboo,', CIL:ar,Witc..OServices PLANT NAME: , SPACING: ZONE: ORIGIN: TYPE: HEIGHT: CATEGORY: _ ELOCHORIS OVATA I FIELD CATCH 3AS \ OVATE SPIKE RUSH EVERY 12" A NATIVE EVERGREEN 30" HERBACEOUS PLANTS , IS CORNUS SERVICES "KELSEYI" 1 _ -- - - . , KELSEY DOGWOOD EVERY 24" A NATIVE DECIDUOUS 24" SMALL SHRUBS / GROUND COVER • _ 1 •,---1 . _ ----‘1111 /4/////1411111111)-- I_J__.. 1 1 F'1-e.:11-1L1-'.I T L HE ',:ii7.! ..... - ... - t_I'! UI'0 C.7.'AiolLul __ , •,,., • - 1 ..• , .....A -, -........... 2'-4" SC. 0 N .g .•-il (I ..,, 7 .f- .,.. :-...‘; FLECOXITPLEUNG I'. .. Elukkg wryer pktp _ Trier stirs - -- ,-Tracer like tj _ ( `.._ ' fe7,1/4.4''. 2•-5" SO. GRATE (Y) I 1 Elli ./-sin.so apecrief _a _ 1' (NOD MO RI - "I- 81*-1* END BNAIARSif): ..i C.) (0 ..... _211.00 Eall2IEIA201.1. A3,6.) Z N i rase role I§ . . / ; i' 1.._11rii i'l 10 , III -22.151C 43° ,'1 YIT,7 !7:.77 .EF; i 17 :IF II 1:.-1 hi..1i.,?E 24 IA PL.,...]: 1 ',..› \,\ f --- 2-1/r_ -:-ri * CROSS BARS: 1/ x 2 02 O.C. II= 11 ir-=rill km ...-'' --._ ESTC:::F1 I._ l'..rjr>r 1 * BIKE STRAPS: 10i x r 1-1.J CO 1 1 -11 i _i_ .,....... .. • ... .F . F .- e''..,\,..'-• 212.69 * 16,000 LB. UNIF M LOAD CAPACITY 1-......1 Ct iz, -_, 7P 1 ./ 1 . :. P. 7 . 7 • ' i -•11.1' .4.0'..bc----r 1 ---:_i 1:::10.H., .,.i1C !..;.511'1..,,141.';' */ BASIN: WELDED 10ga (D c\J , MILD STEEL, COATED ALL SURFACES Sr rnicc-i-- .11F .-,T. -..r:,. 1 •.ii 1 rc,:../. ..,..-: warlIRIMII , ---- c. L NO HUB WITH ASPHALTIC PAINT. - - HO 4 -F. ••• ::-N-11=11= = m CONNECTOR, SIZE AS REQ'D FOR •c Ln •• . , ID ----I \..._. . 1=1 ••••/ --s-4'. I" =II • t'l .../ * II7 Iv I INDicATED PiPE (SEE PLAN). I--- . ...:',NP.01.:111_!\'n IU '.'," .1."11:1 .1.!' 1.,.IFF. 517.1.L 5F 'M-/-1 =6. -1":".0•••• 1 b 1....._, r____., ''-Paull Irdo-lorincl ING ling on Mir I, 'N._ di A-11-.7k:4.1E } -il__. Fill rL:._i u.-.Lts-, Lf.nii.-.4,-L: di.i.•.1. Li_Aiiii. c. .,. sPoot ..i 1". .'"-1 C, EINEM ge NEI 54rillOI )41 \ .•... ./ •-....' 1=1 1-,s,4:: ...-.' ....". 1 1=..Ili .. .'' el -•---•'„_,I7 -,, r.' 1 , .....',.•.?::. ../'.''. :III=- r.,4 -4:4.+ * :11 - --L 1..bria nft1111,hall 2. r•IFiL ...t.c.ILK6L ;•:1 P.I_L C: CrIC r!.;1 -il: 7".:.1111:1r049 . ' 1RI 4,(T.- -.:.::;,':-. '11= 1011." .- --- ... 11 L_ '.,s2. .4'::114. .-1_1J-4.. AI;I 1,-I .2 •Jak ' .. • 1111M INVERT L, .11=1''f.:7-7- .'k;:1' 10- rl. ::Ld.4:1-nk 17. ...,. 101 ,4, ..:I.:.! c--2:i-L •• n .II.. .ji -F.' 'L . ..,..11. ---)._. • ,,, 41 r--1 a- co 1 I Property Une-f'.:. ..... 1, :;-RavIEM 2'x 4'pool e i ii . ..,.. 4 =i11 - Idsrsileamei or OM II ir.=1 ---_ litenulucteml or I. .A.A.:in._ 11:•;;N LLAtti-•:el; ' HMI.'''''.- !!)''. I. ceirrtniniel h ulo 7.1-1.5.114 cm_.i. -! (f) . • .. . ., i plug k: pawn plug 1111. • '.::--,:--- 7:111111 ,-, . .. :1hu , 11 •-•--- ---f',.'...."&i - 2'-0" CO Mt it 223°id 45° _!. tk i;pi..c• EiN,12 i'l.2 r_1141_; .1 1 News 2=44 In b•Men =II! •" 'r,,. =11: '11= .1=A*111 sit el Iili,5'113 452 I ki 1 e or Went PLAN I„, Ali itmch - Srr , 1011041E01- from iretcel -.11011=11=1= from wetk;e1 .=. P.T1 -7.1=-; ..4E=T T.0 f.'.H NC 1:i 17.9.1. 'ILL.I-,.. .1-1?..1111i_i '.1: ::.2 I : CATCH BASIN LYNCH OR EQUIVALENT Ci E--1 ll I--• ir) U) N. ' :!.. L.; I '11"LI' :1-1.41.S I-HF CO_CFE D:_a_D: CO - SCALE NTS 1-1-': 1---.- '. "-- i I_ . . ._ III ._Tram(wire -:.:-:L12,, i'1.i-:: i.••;.-L VII- 9 H -..-EVI:RE 1 , , DEEP TRENCH 8EFIV10E •:.1-1177 F if: -;jT .'.1 ::.11F 17 IN= !E-IE •• I - CI' _ v1_1_1-•,LI " 1. PLANT REQUIREMENTS FOR PLANTER BOX there mime , ..,_ tlEr.;-- -nTeL LEN-GF.-1 n--•:-'3, '_ • 101 .111 11011110 11-1110r vita --i, 10. ,...; .,;..,....:...4,1[55:71101e. IA i !,,-• Hr-f lir . - I. ET4 .1•4 ,;:.•:.:'.'r... _A .E,Pr Fi'otTri. !rr- .l 1,-...irls L.1.1-1......1.:, •,..-•,..;..r 11.7.-.._ • :. e'- II ' i ..• ____41 .,...31-=-1-I II I I .1'• I -1- li jr kii '---4'rnht dielenos Wessel new pipe ers1 trers31;*mix Ripens ail isoriaid cr ._r.,-__ J 1 -I E' • I . i / ".• f•-• _-, - „ i„, ii . 0 1 9 T Ve in 0 dlekrhtwinkliorki leek tull depth mamba lardi'M -- . ; -4 I WM% l'''' •-., .'i 'I• gc"L '174 "..' L. ___--(1.1-" -r--- i. ..-..v27,_e_ mi. L. ; ;.-...--:---__ .--,,,'_/. . ..% • T. mead rods Mahn cauly. ' II _ -_ _--- 1 ..., .-c ' -' CATEGORY 2 , z 4-1 .11=111-- -11=11=11M1 . !., H .._.....,"!. ;1' .... -1.11 i.2z1...17•:=• 1-1:: 7.',:,;[ !:7:7.7.7 - 11 =II MI1011=1 _i .,..-Undewbod-__. i :64' -Y.10 . „ .1IF 11410 7f. ° BOX SIZE 672 SQ. FT. 4..1 Z i_1:1 -MISMH IMII* . . I , . .....-:..;...-....„::s...1........r,4„..,„:-.::....;.,:i 1,..,...:..r.f..r.:./..e........ ..' II. .11. _alma! .4, ,..i..44. 'ID a crushed Z '..-::::"- • - Z . ----t:-.....!!.....L::..-...L •;1_ ....!I „•••4•_: 0 0 lip I .--- . 1 1:,I4 r '., 7.A.'1'171'-i;--i'l- ',"......N. ,1 I / II nmic CATEGORY 1 Z Stm hole 4-.` 1-•-• ,- '• ,-- :. -. 1.1,.'1117 7Th"-.'".1..1) 4.- _---- -0-SOPA=rernedleiri .0-0.-•!7:7'' '''••••••,„•7:-.' * I L•*.f•L'L ..1;',';•IETI:". t.',IN: 1.1.1Ti il.L.A.::1:. I 1"-T-_li Ni3 „:"e• ;_. •_-- MI ._ ___-- marizr ,115. .. .. . - t . . ...... .;,..,:,-• ,,,..,. . ._..„ _ .. # OF PLANTS 6.78x100 = 678 PLANTS ...;*: i.1 _ -;._ -:::'.1.171.:11_.-.7.'..0.:F._Curt FII_E:'7'•••:•iri '. . ; • ...i , .r.:, ,...e, •....>7.:7-':'. __•-f-'; !r4:-...,;:!: - 2-11725nchForbsPIIMugilideleJarciwidalert7t emeliainiataiittaudebes:ataurrcomoctionPilibill1renaharnothadrileirmintimiLicitmlio nakitaitgolne:onluir:drerorin:zr. • --- 1 `_.T.J"- ,;;, "L...-...; I;Lo. .._:1:_-...".. .1--!-11 E,... 11..7.. _1_12.11.y' TYPE OF PLANTS: HERBACEOUS I Mee . .IP ,:.,..... ....--'1--.A.11":"-- ...-:fs''...-1 _......-5.V.0..7 .).., .:.. -1 -3. ? -- kin..'... _.-:-..-:' • . ....7:-Vq..-'' - -.F..:_o-,1_ I.:: :;,- 1,11: ....r.i.1 .....,;...o-r; . 2:•:I. .1- pLANT @ 1' O.C. enacts 5 -., ..-}„ II ,.....:f:'..:::•cL? ..• " ,..--47 -`.. 4. VErldcol trimli vide Fru required. H It le mot preEle in rrwirilln walked "ji.! c.. ''., '1'--7.1-., 4 -'' .-". . 1 •-•PE IFii''.;3:-.. 1 i"::;:i-- ;:•;.-I'5,1r-- I.IA_ - ,11-.'. i, 'I,.-.. I _ _---- - • • :i...N,, 'I 'p''' •10 1.li ____-,,-1.T.47.4*, 11.41r411. :L •''- Lariarlp13.1311) Mile -111ILLF1111 )1 :Im '-undautpui 4_ MeV[imp=MCI=le ut isi angle bus ton 45°from witicul.r.lielku ,i I ., • ..... ... -- FLU'; - I # OF PLANTS 6.78x4 = 27 PLANTS 1_-,. _- .,_,- - _ 1., + .0r1 jj7.-;74315..8 11.,.7;._2_,11_ JIM as stiottritcl • -11= 0110W- •,j-II vol kw pipe oril itIngs mhoikl bp mod. . -.•- ,e --- -- - ---- -- 1 I. .-31.)., . i Ti'Vi'•:!?••=--'::!;;:a• !ii.'c'p--- - ii - -- ir--rf --' TYPE OF PLANTS: SHRUBS 11;*-fe.. 11- Caw(IA owing lo 5. FcFr bitkIng end braka man Bre Drik ROM -----i .1.-----,IL. .1 .4(1 f.,,,••7.. J --, ......„„.9_ A•••••11 .1 =11=11=11: . -- Ir', .ElPg••.'•:11-..L,D • ' PLANT @ 2' 0 C rillrill ..., t___-----1 I 2S1„1.;._ I. 0.11RIIRII: ELEVATON B. gen std.Deg.PECIa fix irrese gel*Miele ,I, „...;:i.17-i-- lr-- 1 Ilia_I, __.--,„-.- „,-IF...117,E. --L--:.'-- WASTEWATER SERVICE TAP 1 -.-.H._ 1..: 1_ ,11,--:_y.,=^ - _.-•--a,v.. - v 1_9---- I IF: Li L..- .. -F....c.3.Lscii,ApAL'.:_.=4- 1.ri-.1 :1-... ' i_i_1.-'i_ ; -.1.: L •;'..'-'-- ..I I-1F E ;•••!.1)1.1L. SHALIZIW TRENCH SERVICE COLE Mi:W. _ kita liSELBE @MT mut 21-XL-2015 7'9 0 5 7...4 2.-.-L_-1 c ' -• .. - ri 0 L. . -45-..--;.,A, .FS,2.2_,:4--- reCr ..1 • ' 1r---j- -.1 ..i._.„ 4:;` )-111r, = ..; :1-I.:A 14.''.".EF-!...".L •••s Y-.-IL,..1-.Et! 7 5.' .34 ..-7t-7;- . --- MUTE Pa =IV') nd Wirtrqrd IV WV IN im lawderb:Romilk i '-f•-_,. '!'4 r ',.L - 0.44:1 -1TR7 `\\\ 1.Sod inn In pine b rl oulikier Remo of=der tim cm-rmil)wmaxmlml knalcElicm ''''' rcFs.:".4" 114.•.'"'" ', •= 1- -i S - ,:...;..,.........._...„_..,),, - _L-Pi 7 TFr 14.1TI- 9/9/16 pie!MHO iron isciertlgrrt ask The s efectLan erre/use cif Ws ,,..5,-,-., -IN-R.6..., 4 F.Ficinc: ...-.1s..!.....E. "- -, 4 #5373 4' ,--'::- .. MaTrEt DREG ON grAr4coaD 13 RAWBAS S.A.,;',..7',..0.--.7-,\>',/ 4. Wien !SOU!WI.M.bariellt era be Irralalleal I?_Type af lamina inn shaJ I be muirtIght srd Stustrat Dame's?, ion&efir- Vriliallid :,1.1". 7r51_17 EL E',"1$.11r)rJ 1. r pi mod lingo shi1 DS compill:40. lase dradscl. CainDini le Wind= Impli riepirefrordo. .071Ted fa BCOORAIRTCO OM ' PROJECT NUMBER Cr ly WRAPIChillid IHrUil hint' Ile WI. Devie..114gr ecrmarrof emeinver- SHALLOW/DEEP TRENCH SEW CE OREGON 1 4- 1 53 4, Lay Cueing OWNS at mot 4r tarn hartorlil R.Taxing Ine Mil hal;condi krtv pip Nino as tnirpeadipMs.whilnimakiks, CONNECTION, BLOCKING AND M ARK MB . 72 2. Minim.rri bapth rtt right of grey or esianisnt ire lui achleve imam!Veeth el wreath,11110 memo OpplOri4K1 by Ith*rig Ineee. ______ .___ ., . - - - - • - .... .. _. . ... .. _.I I= ii•31 1",41- rrinlrokin dope rialto ki minimitv depth. ir the soil/flospansakliy cu' • -,5, '-'01.)- g.49c1° ct C3 w ..,. .., 4. Fa-bodriv.id ba OSO.Md.Drg. WSW. the liverinelhckedd _not be 2015 Pil4S H. '2)\36 Co a HOWINIf Mrti NMI arm bipiriwirtad Traz11. 6. For birching um!WWII 6.23 Std.Mu_RI3303. arid mintordr awaking a LIM 1.14.14111 LIMPJ•I RI.1 SU:1E SEWER l DE STORM . _ ow SHEET Poet shell LRI 2'i 4'is_ iv wart 12'rinIrrsm u. See eld. Drip. FD1208 Ppr tam lite&cilia. ifistirvered firn.reraibmize- .r. / s EXPIRES 12131/17 echos Minh grids axl sipcso2 oriel Mei be purled g 100n. 7. Him tIll.orci.FIDEEE for inator'Mrs tail& gbcoeer- Effoethrs,Data: Daternbac II 2010-May 31,20.17 RD= L;11....'..?•1.'.1.:. r,-.L. -,!-r- P P DI N E , rp„fEr. 12- .:;6 C.itidn'ikate :)r-t-lmi,r1Ce_S , . . . . 1Pru• ccomrei talent. ,.3 (Jell!". ._._... 4 OF 10 r . __. = 1,,STRAP/SLING W Coo m m PIPEWRAP/hFWRAP T STRADDLE BLOCK T6 FOALAI,N VALLEY WATER TO LOCA! PLUMBING J " > } m -- . , 1 I Y CAS E M E N k PER DETAIL 200 {T1') .....- __.._...._. ---- - - v CO m a 1 4 k}Isnac a APPROVED 0R FINISHED GRADE - PE _ 1F DISTRICT STANDARDS CODE STANDARDS U, 6, Z Z Y �.��. .}.•' .._�„' r%'... ._,_.,� 1 ,�. - [ I RETAINER GLAND BACKFLOW DENCE W _ U . . ~.1. , J • . - .-- _._ /.,, ' "- -G _, }j[+.s7T' ,�- _� •�sr,a t 5' MIN OUT OF VAULT 10 W 0 O 0 0 • ... y-- {/ !'. •• I -SEE NOIti 3 EXTEND ntJCT1LE IRON PIPE O , ¢ CC SLU 1 II W . � G - 4 :1':r, '\- ` -__. -- - - ---- + I!f Y�s ia.:� r „. R :' LL II �,. - _.-_ ---.-_- PRO'(E'CT FROM 8RF.AKING r I - i 'c nuE ro vun( s[rl ,. r \ '. 'L.4-,,,_ ! r\' ,. ''„ ,�f` ; r '-3 :. 5PDIX. PLC a PC (� •. f'' 11L17! d /��r /7Ji fC1/\fJ\`r�': `/�\: /`Es,_ / SEE NOTE 1 `,� z +.'. 4., MIN. �f /{/` \ I 12b' CLASS '13 .. / / /+ E I R A KFILL \/ ,.� !.,\ FLOW . -, - , !,S, - _ - .,� ,. '` -_.. ..- I !�. ; s ♦ -r � L1hIlGF. COIipIJNC ADAPTOR 0% ' ,, ,..._,.., . _„...„,,, /�� 4 !' '1 r � C'_1_- - .�f... '�J" NIH1 7 r t. - _ - - y I } ` - j -1 - I- � ' r } f /;; ,•, _ 1` 'I } ! OPTIONAL. FIRE DEPARTMENT S _ i / "."7"--------------•- .kl CONNECTION. CONTACT I OCAL VIRE A.- AP- 1 ' ' .4v,1 iv.s.. , 1 _ -_ .-----.1 • V �l \ f 11 �.��f'� S, JI, 'z j.�. - �.� y r„_ ,-y...• --'� 1 I • MARSHALL. /y i- . r _ S - �� y0 y' r AJ '�`�ii J�`s•�ti '`'•""tl'/f /` �' - .�»�. I t _...--L,„ LL r--0 ."- T1 Imo,"�- n ( Z } /\ `\�/'`L! 1 �` �l/dJ\/f !f i / I:i LADDER 14FFTIHC OSHA I�. f (ti, O 1. V _ }} 2///,`'/////,.///\./,2://\/W4.-',/////,'/`////</.ti: � SPECIFICATIONS ---�_- ._-'-_--.-,�� .. -_-.-.- • I d - !� �1 ! 1 1 �.. �' i�; `. \�/.\1._ . ' 11 (r -1 1 <> TABLE '1 0 _ �'�� z AIT£f�fATE FOC LDCARDN H CO PROFILE VIEW ----._____---.- F:�� .�� THRUST BLOCKCF)7 �`� Z J 0 BRANCH _ CURB ON le, .. FT":1 __ ._._..._,1 DAYLI[tn 0 l , • `...--..-•t (IN) (SF) 1 6 /'F`, ♦ _ •^'.----_-_______________ \` ' Sd � LLI fr- ;.. . • :Iii- : 11 -- IN. i1 T f{ i I _, --,, . / 4 s- rIIN 1 ❑ _ , Il1 2.8 - -._-_� _ -�- 2f _.-- _ .. ' \S ` apPrai ANCEO�N TroN BALI. VALVE 1 - ILT1 - �v/110 8 �.� -- �� '{ .�-.,.. .,-7 •5-•wa - r�.i i. r�r. '�,k 3-� YAL1r ,I JU ( ... '1 ISOLA"."" II 1 - E NOTE111.3 I L� .- � / / \fit i ////�{ ''': �,n- ;I ,I Z m 11] • il • L � INLINE CHECK VALVE w .� KEYNOTES: ,,--. ii: `-------t -1; • TWO LAYERS OF TAPE WRAPPLU 'i _ < < Cl) A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK " - - y '� - I - - - ._ ALL THE WAY AROUND \� -1 SIZE_ SHALL BE PLR TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY • 11111111*. �' ' DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) 1. CUT THE POLYETHYLENE IUNF: TWO FEET LONGER THAN i� ' c I�Ir'Il II ; * ° � 0 B. `WRAP TAPPING SADDLE. AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR IPE AND SLIP OVER L'IE'F A� � . r ^' cSEEan NATE 2 ' : mN lg 1 .-..._-�_ ��- aor,EN. KEYNOTES; SHOWN. can CRETE BALLAST-- h � w TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM - J A. OLYMPIC FOUNDRY VF3910 OR APPROVED EQUAL VALVE BOX AND COVER WITH SHOWN 15'i I s C� BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. ( ) 1. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS !.EFT TO PROVIDE SIN ! I nRAINTorzA�x resR ,• L.- PROWL 1/.-HORSEPOWER C_ STAINLESS STFF€. TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. "W" CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS A ONE FOOT OVERLAP AT EACH END OF PIPE. u - �I j` STAINLESS STEEL SUMP PUMP. OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY, � - I „ 1 I s_L Mr-,y.11"'"::(1 FULL Z D. LINE-SIZE GATE. VALVE (FLG X MJ). :LM E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21, 8- UNPAVED AREAS ONLY: PROVIDE 24" SQUARE BY 4" THICK CONCRETE OR AC 2, TAKE UP SLACK IN THE TUBE ALONG THE PIP- BARREL, MAKING A SNUG (BU I• NOT ELEVATION W 0 ~ PAVEMENT PAD WITH #4 REBAR STEEL REINFORCEMENT OVER 4" COMPACTED TIGHT F=I L FOLD OVER ON TOP OF PIPE AND SECURE. IN PLACE WITH 2-LAYERS OF Et Q w 1"-0" CRUSHED ROCK. REBAR SHALL 8E 2" DEEP AND 6" FROM EDGE OF CIRCUMFERENTIALLY WRAPPED TAPE ABOUT IWO FEET ON CENTER, (PC SHOWN LOOSE Q - J J GENERAL NOTES: Q PAD. PAD SHALL BE CENTERED AROUND VALVE BOX FOR CLARITY) 0 0 ❑ J 1. BEFORE INSTALLING TAPPING SADDLE, CON RAC TOR SHALL THOROUGHLY CLEAN PIPE UTILITY UTILITY TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. vAOtT VAULTBILco - Q 1 PIPE DOOR SADDLE WILL BE INSTALLED. D. OPERATOR EXTENSION REQUIRED WHEN VALVE. NUT IS DEEPER THAN 48" FROM 3. LOWER PIPE. IN-LO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, AND WITH MC ' W/0 FDC ' NOTES: R z 1 FINISHED GRADE SEE DETAIL No. 5. MAKE UP JOINT. 2) 575-LA 575-LA JD-SAL 0 Q 2. SADDLE BOLTS SHALL 13E TOROLJFD TO MANUFACTURER'S SPECIFICATIONS. CONTRACTOR ro SEAL ALL OPENINGS IN VAULT MTI m 7- _ 3 r NON SHRINK GROUT L E. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE PRIOR TO BACKFILLING. 577- WA 577-WA J-5AL 2, CONTRACTOR TO INSTALL CONCIREIE BALLAST 3 CU H - 2 3. CONTRACTOR S€ TALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF LI. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BEL_!_ AND SLCURI' IN YD !nal AROUND WATER EXIST J FOREIGN MA TER:AL. PRIOR TO TIGHTENING SADDLE. EX FEND PVC 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH ` 1 4 577-WA 577-WA -5At OR YIN AROUND BASE CF VAULT WHERE FLOODING C F-LACE AS SHOWN, I 6 676-WA 676-WA J--JAL . 3. CLEARANCE BETWEEN WALL AND DEVICE a' MN, 12' C _I W 4. SADDLE LOCA LION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR POLYETHYLENE TAPE, I 8 687-WA 687-WA -3AL MAX, EXCEPT B• MIN, 8'MAX, FOR 666-WA VAULT Q > Q 0 PRIOR _1.0 TAPPING_ F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES_ VALVES 10" AND 4. DETECTOR METER TO READ IN MIX FEET W J 5. PULL POLYETHYLENE I ROM NEW PIPE OVER THIS SAME BELL PROVIDING A DOUBLE �?0 5aos�I.A 51Qfi •l:A ,;D-3AL ❑ = Q 5_ CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. LARGE R SHALL_ BE MJ BUTTERFLY VALVES. • •aR Daum: ArQaovED iiY DISTRICT ENGINEER _ W Q BACKFILLING, G. 2" SQUARE OPERATING NUT. LAYER ER OF TOL YETHYLENE AND SECURE. IN PLACE AS SHOWN. (n CO U3 • 7 CONTRACTOR6. SHALL FLUSH AND PRESSURE VALVEFORPRIOR T DATE: 6/1F2012 Tualatin Valle �Vat�r District 'DESIGNED:PrFe DATE: 6/1/2012 Tualatin Valley Water District DESIGNED:SEA DATE: 9/1512015 Tualatin Valle 'Vater District �ES[Cr�IED:Pr�> DATE- 6/1/2012 O Ln zTualatin Valley W ater District D SIGNED:PIMP E BAG l NSTALL y DETAIL ( TYPICAL VALVE DETAIL ( � �,� DETAIL DOUBLE CHECK 0 co r APPROVED:Std] DETAIL / 0 TAPPING SADDLE � �-, JAPPROVEI.MIK Naaoi� il� WET � AC�PF24VU: MFK DETECTaR DIPRA 18x0 sw 170111 Ave. Beaverton, OR 97006 8 1850 Sit` 170rft Ave. Beaverton,OR 97006 170111 S SW 170th Ave. Beaverton.SETTING 18S(1 OR 97003 2 I)SW Ave,, Beaverton,OR 970067E106 4fly)642-1511 w�vw.lv�vti.or 'GALE:NONE (503)642-1511 www.tvwd.org I S LF:NONE (5(!i}$4$-3000 1vww.ivw[(.Clr SCAkE:NONE TRENCH �I...TN�LJ 1 RS(jU3){r t2-1111 �tiw�v.lvwd.or* SCALE:NONE ASSEMBLY BF 200 G' 0 2" GATE CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL VALVE DOUBLE CHECK VALVE (?:;-- 1o ; f 71. �d I AC PAVEMENT RFPI_ACEMFNT. N.... ...- - .� pS �F,� f SEE NOTE 4. N rr i, CUSTOMER SIDE z (" L SSC --� = 6" MIN. SEE NOTE 4. N Q D _ _ MOUND EXCESS MATERIAL TO ALLOW Z METER SIDE ! !IV '.iyIII�li lie L _ . i_ • _ ____- FOR SETTLEMENT. CONTRACTOR ] cfl SAWCUT CLEAN EDGE FOR AC PAVEMENT REPLACEMENT- c) I � LATH ON PROP. SHALL RESTORE ALL LANDSCAPING ! I 1� i i- • ` SIDEWALK LINE AT RUE. TO PRE-EXISTING CONDITIONS. SAND SEAL JOINT. (� O N �� ';:-D-__. � o! SEE NOTE 1. I I r EXISTING _ I EXISTING Z o I. PROPERTY CORNER. I GROUND : AC PAVEMENT Q PLAN c' SEE NOTES 2 AND 3. I r- v' _�_ ti ti EE PROPERTY LINE AND I1�� .. --.-1 �' ROADWAY LOT NUMBERS MARKED ROOT /--.-I .' - ', BASE co ON FACE OF CURB. -�`= r� ,`� dco CARSON METER BOX SEE NOTE 1. PLAN 1. > L(� (OR EQUAL) CLASS f,A,f A a NATIVE • • • -I' CLASS "Bff 3/4f,-O.f zi Ci '1. 1,,; .I _..-. . ri,:11.IrI ,,,r1 /� �� BACKFIL-!_ I . - f I) \ \ •\../ ,\ ,�' _ -,: - - . - - --t=>t rte` ,.._. I CRUSHED ROCK - q ////\//`/!�_ �_ ____ •__ /�\ /\11�/`,I a T -�o..}..� •. 1 '•_ �.?;�I�i ytr:n� :� �`� I GRANULAR BACKFILL -H N N ELEVATION ., 2 DOUBLE CHECK 24" MIN CLEARANCE - ._J' � PIPE • - - - J VALVE ASSEMBLY , F ZONE 1 = U ___._, METER BOX AND SERVICE w PER CURRENT }, F'IL'E OD INSTALLATION BY TVWD ! PLUMBING CODE - . -. . W -� >!- C . � 6 PIPE BASE Lite030/Q...a- Z\I • r - -7-.71.L7 , , . _ Meji Lill?: 5i i -- � I II I'( .6JPIPF 1 1_I TYP0 f -- TYP.II_ II II ILII II / 1 I ii &. MIN1CLEARANCE * t IIVO 1 -- 4-i p`. ie •4- i. , ! VKi '61.1 24" MIN. pihrit'` j �!.�BN4 :tt%'41Pire 0* s! I NOTES: 0,041:404,watl',:44 0%.104.,!14:4 1. PIPE ZONE MATERIAL SHALL BE 3/4"-O" CRUSHED ROCK GRANULAR BACKFILL �� _.-----__O--- r ; COMPACTED TO 95% OF AASHTO T---99. CRUSHED ROCKBASE - --METER 6" MIN ELEVATION - 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND NOTES; REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASH TOrilrill 1_ DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY T---99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. 3. CLASS "B" 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED NOTE: 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. INSTALLATION SHOWN 15 ONLY A SUGGESTION. THE SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE DISTANCE FROM Ho! IOM OF DEVICE TO FINISH GRADE, PROPERTY CORNER LOCATION ON THE RIGHT-OE--WAY LINE. 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE FREEZE PROTECTION, AND CLEARANCE FOR 'TESTING Sc REPAIR 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF JURISDICTIONAL REQUIREMENTS. ARE THE MAJOR CONSIDERATEONS FOR INSLALLANION. PLUGS TO BE INSTALLED A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES __ MOT1 9/9/16 IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS), 5. IF THESE SPECIFICA €IONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE �� IF FREEZE PROTECTION IS PROVIDED. THE 24" MIN CLEARANCE MAY 8E,_.REDUC£�D. AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT �� oINE4',6 LOCATION. JURISDICTION, THE MORE S IRINGENT SPECIFICATION SHALL GOVERN. 4,.‘ #5373 PROJECT NUMBER } [] ` �S n IF „ y el DATE: 6/1/2012 Tualatin Valley mater District DESIGNED:PDB 1 �'� & LARGER METER DATE: fi11/2012 Tualatin V Valley Water District DESIGNEE):PDQ [] R� DATE: �raf2a12 1L- 153 Tualatin Valley Water District I)F SIGNE'D'MB - f } 2 (7C 2-1 /2 2 TYPICAL TRENCH V CH OREGON C 3. 1 DOUBLE CHECK DETAIL ( I INSTALLATION WITH DETAIL r ..�+► nFTAII �\ ��+ APPROVED!MFK �� APPftUVEQ:MFK BACKFLOW PREVENTION \ �.� ~�~reimmillW� APPROVED:MFK BACKFILL y 'VG 1- g,X96`' O� SHEET BF 102 1850 SW 170th Ave. Beaverlon,OR 97006 18J0 SW 170th Ave. Beaverton OR 970060 C3yjy�S �� 1850 SW I 70th Ave. Beaverton,OR 97005.orINSTALLATION c_ SCALE: NONEDEVICE (50.316+2. 1511 >vww.tv�ud.org SCALE:NONE F{. 6 (SCi3)642-1511 avww'.tv��d.org SCALE:NONE S03 642-151 1 wWW.LVwd.or EXPIRES 12/31/17 5 OF 1 0 r PLANS FOR NEW SIDEWALK, DRIVEWAY, PLANTING STRIP IMPROVEMENTS IN RIGHT OF WAY 0 b a_ m J II II L- V .. \ CA m p D C7 z Y KEY LEGEND �NORTH R LLJ 0 o a 0 0 o STL sT� EXIST'G 4" SANITARY SEWER LATERAL (FIELD LOCATE). FOR m JOB NO. 14-153 ELEVATION & LOCATION CONNECT TO NEW BUILDING. EXTEND i _ JULY 13, 2016 . PUBLIC LATERAL TO NEW RIGHT OF WAY PER PUBLIC STANDARDS. -1 C 't` SCALE 1"=10' D rn NDN \ I o rl G EXIST'G GAS LINE �'`� �� N �1 0 ' ! o, CEAPHIC SCALE EST EST EXIST'G SEWER SANITATION LINE 0, bo `:' H �' Q 1 0 0 5 1 0 20 40 p 15'-4" H o \ !.� o" {F,ET� ST ST CONSTRUCT 6"x324' 3034 PVC STORM DRAINAGE PIPE TO EXIST'G '~ _ o ,, , m LD PR -� 1 inch - 1 0feet. STORM DRAIN MANHOLE . 24 -0 � ) OPRTY LINE W EXIST'G WATER MAIN y � ,§EE CIVIL FOR ' I O DRI JEWAY . ._= II 0 4" FIREI `, r �' rll !'R.O.W. IMPROVEMENTS z fw fw SPRINKLER PIPE. FIELD VERIFY FOR LENGTH REQUIRED. / DRIVEWAY ❑ i APRON �' J WL WL 2" PVC DOMESTIC WATER. FIELD VERIFY FOR LENGTH REQUIRED r, J�. NEW FIRE HYD. 6� _ 5 10SIDEWALK ' i BUFFS- Z m M 1-/2" WATER METER I N j ON PROPERTY N Z _I Z G7 I o 4 p O - Q J 2 EX $" CSP SAN. PIPE @ 6.2% - i`D H -o �, 8" FIRE HYD]. '- I STREET +1 .5% SLOPE = w wM CONTRACTOR IS RESPONSIBLE FOR ABANDONING EXIST'G WATER �, _A O cn j RESTRAINED -1 .5% SLOPE (+2% MAX. - SERVICE AT THE MAIN. 6" \ ,- ,;� OUTLINE OF p mo / SUPPLY LII1JE - (2% MAX. FIN.) 0 u) O ��, \ er -24 06 0 o BUILDING Z 'zi - % FIN.) ! `� ,� Q ›- EXIST'G STORM DRAIN MANHOLE RIM. EL. 207.12 IE EL. 200.42 \ ,1 I -�\-- ;o . I 314 LIP O �, GUTTER SECTION B-B TYPICAL SECTION s - "' 0\ 7 N _ !� I NOT TO SCALE z w O EXIST'G SAN. MANHOLE #9492. RIM. 210.32, 8" IE OUT (E) 202.32 ; a, \.. I I �_____ c� s i3{_0 - O C�' 1 i 1wMATCH EXISTING GRADE - -- -- _ ti o tx o N 00°26'1 p," E �, 0.55' z - ----- --- ,_., - -r t-" @ 2:1 MAX. SLOPE - BUFFER - _ -"- 1 MATCH EXIST'G SIDEWALK v U Q z ST- _ T r S ` ST CV ' ST `� � O END OF NEW SIDEWALK _ `-- N - ; B EW CONC SIDEWALK r / A �� \` J AT END OF NEW SIDEWALK o o H Iw z DRIVEWAY a a� ° ° d - a a - _ a I ° d d 41 A -If. .4._ a CL STATION .70 215:26 ' ; d ° 4 2x15. 1 ,Th 4 0 7-7---7-77----71:--------:- - -- --- 7-----',7,7-----,----=-J---7------ ° ° "- d ` ct 14+82.59 �- a ° M a 4 4.___ � 3 g o � - a �. � ---- --r d ° a a ' a a - . __ . 1 w J W [_ - CI 216.`}'0 2:15.06 ° 215.11 a a d ° d m.. , w 1 a I a ° ° d a* a ° ❑ w EXIST'G SIDEWALK 217.39 EST \ „d - [ST T a CST - ! , _ _ CO 216. 9 TC I= CST T 7 EST ,f_ST= -u - - :- Y U3 T i � _ -- - - - _ ST_ EA EST _ MATCH EXIST G SIDEWALK �! O EA Z CO -� - �- 3/4" LIP 214.95 TC-1 215.11 TC ! - .:�� _1_ x o G G -'G - G - - X �-- --_-�SIGHT DISTANCE EACH SIDE 1217.27 TC L-2'16.33 GUT 214.89 GUT1 121 .53 GUT CURB 'to G G c G G - m O o DRIVEWAY IS IN EXCESS OF 216'69 GUT 0 i� 61-0" I INDICATES - _ o CONTRACTOR TO INSTALL 4"x2" TEE ,S - / 24.00 - ; , 6'-0" ,6'-0"�,6 -0 ! OLD CONC. o + 2" GATE VALVE PER TVWD DET. 702 500 FEET AS REQUIRED BY PLANTER STRIP ! c5 OAR 734-051 TABLE 2 WING �, NEW ! WALK CONNECTION j SIDEWALK K w Tv -v + DRIVEWAY WING _, {REMOVED) ' + W �, cr ti W � �- ,6 ,�, W- c , - - - -VV _ 1- - - - - - - --\-[o , -- --I --i1 --- w o MP 4.52 o I W `' W fit - 6 c -r' w- - I EXIST'G R.Q.W. PLANT LIST IN RIGHT OF WAY "OR141 : BEAVERTON-TUALATIN HWY (SW HALL BLVD])" PLANTING STRIP j C.L. TO EXIST'G CURB TAP EXIST'G 12" WATER MAIN w/12"x4" TAP PER TVWD N L---� BA DET. 8. INSTALL 4" GATE VALVE (FLXMJ) PER TVWD DET. 3. PLANT GRASS IN PLANTING STRIP AS FOLLOWS. NEW R.O.W. N C.L. @ SW HALL BLVD CLOSE AND REMOVE EXIST'G DRIVEWAY. CONSTRUCT o MIX: NEW CURB, PLANTER STRIP AND SIDEWALK PER C5 12 o o EQUALSPACIIC NORTHWEST PERENNIAL RYE GRASS TAP EXIST'G 12" WATER MAIN w112"x8" TAP PER TVWD o PRIVATE PERENNIAL RYE GRASS DET. 8. INSTALLS GATE VALVE (FLXMJ) PER TVWD DET. 3. Q o TEELEE PERENNIAL RYE GRASS NOTES: L 1 . REMOVE EXIST'G DRIVEWAY ON NORTH END OF rn PROJECT AS SHOWN. 2. REMOVE AND REPLACE EXIST'G DRIVEWAY ON SOUTH END OF PROJECT AS SHOWN. E---1q RIW (NEW) _ 40.0' _ 3. REMOVE AND REPLACE EXIST'G SIDEWALK ALONG LEGEND / ENTIRE STREET FRONTAGE AS SHOWN. 2Q w 33.92' / 4. CONSTRUCT 5.5' WIDE PLANTING STRIP ALONG J 6.08' �1 .0'r, OLD RIW LINE FRONTAGE AS SHOWN TO NEW DRIVEWAY AND NEW PLANTER STRIP i U `/ SIDEWALK ACCESS. z W.. 10.00 ' , _- -- __ 30.00' 5. ALL FRONTAGE CONSTRUCTION PER OREGON EXIST'G SIDEWALK o 0 kkiisi cia>ct.,'1-- Z NEW 10.0' 5.5' DEPARTMENT OF TRANSPORTATION DONATED RIW / / �p.5 , 16.92' SPECIFICATIONS AND STANDARD DRAWINGS. SEE 1 .5% SLOPE SHEET C5 FOR STANDARD DRAWINGS. (PAGE 7 OF 10) NEW SIDEWALK & DRIVEWAY . NOMINAL CURB NEW PLANTER HEIGHT = 7" EXIST'G CURB HEIGHT = 7" FLAT - NEW ' STRIP EXIST'G AC TC TOP OF CURB 1111111 AREA SIDEWALK 1STORM DRAINAGE PIPE EASEMENT ENTERING AT GUT GUTTER SOUTH PROPERTY LINE ACCORDING TO EASEMENT FIN. FINISHED NEW EDGE OF WALK = EXIST'G CURB ELEVATION EXIST'G CURB DESCRIBED IN BOOK 446, PAGE 166, WASHINGTON COUNTY DEED RECORDS. DESCRIPTION STATES STORM DRAIN PIPE ENTERS APPROXIMATELY 60 FEET WEST OF STATE HIGHWAY NO. 217. PIPE WILL ELEVATION LEGEND pp/� ��G II�11{I ., ,, 9/9/16 BE FIELD LOCATED DURING CONSTRUCTION AND � �� SECTION A-A TYPICAL SECTION CONNECTED TO OUR STORM DRAINAGE c� #5373 9 PROJECT NUMBER NOT TO SCALE OVERFLOW PIPE AND DIRECTED TO THE PUBLIC 2A4 . - EXISTING GROUND CONTOUR 14- 153 �j OREGON `� STORM DRAINAGE SYSTEM IN HIGHWAY 217 (HALL ` FI ,96y ) CL BLVD) AS SHOWN ON THE PLANS. )X 212.04 FINISH GRADE SPOT ELEVATIONS y � ��S 1-N''.---11-\'''''°3 SHEET NOTE: RECORDED EASEMENT DESCRIPTION IMPROPERLY IDENTIFIES HALL BLVD AS HWY 217. EXPIRES 12/31/17 6 OF 10 • + r ' „� - - .._� �-' r° - '� ��,...orf; - - _ "- ^ --•-- - -- - - - --, r ° n ,. - _. .. •• .,._ • ,_ - .'ala:4� +larlr -k d,, , J 1.,rr c" L '" •r h'F� tr :i _ _;al ..: _.._tl Ia! 1.. I� 1 J1414J a.p31kn rl7 _lir 9 r l i1 d.`.' 11 _; ..•!:re-!' '. iI ' , ' 1::_'_T J'.14A�5 j11JJJItI. Ir L-fi kl`11.4 it I-l-L' Cr'f',i. 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I upon extension of curb. - r 3"rad, Gutter Line '� w Finish rade 1 ( 4 tit •.?. '•; '. '•,•:::'•;•'::'•� .. (Slopevar.) LLI .-....-•;......••....:•,..1Finish grade 51oPgvar •-: • -: • -:• -- -:• 'i 1 • (Slope Yar.) • • • • • • • • • • u_ • to >T ••.•> '. Batter 6:1 "- - ' ` _ �- w•_ . � •s -.a Batter 6:1 `- _ _a 1_ : 1.5' -I- i Bottom of curb -----(i ?-i 'll4--- 0-D.O.T.&City of Portland Standard"H"=16" •= fC STANDARD CURB MOUNTABLE CURB CURB ENDING DETAIL lilln + ' idli +• specifyVar.24'or 30 in plans specify k1 plans O ,--Bad seine CRAW AT CV a'} + ` ilelh look � E#� ¢ �� 3/."rad. fg Mit r r' PllfllicflCrlhA 'rad. r 3'rad. 1 . Vl' . .• . Batter 6:1 Finish grade--\ r ' " (Slopever. GUTTER PAN NOTES: ¶� Batter 6:1 Finish grade N E'�G pL rrrt I' niL ;' w : /• rad. r orf nates _ ) Slope 8.3%normal. til -:.'.7 :'. 3"rad. 5 (Slope ver.) -- r 0 co • T Er Slope oar)es,see } Use 5.0%slope for gutter width greater than 24". 9 see gutter nate. __ `J I Er QOf� ' ' Cr + g •-..•„-.7.......-:-..•„..:•,_•:-.:•,_-„-.......„-:•,_-,: Batter fie Slope 4.0%at ramps.Vary slope as regd.for drainage. ie :-'s�, . I Batter 6:1 Li co �'-...!1:.-3,..,--P--,...4...-..,:,*' t: ��;•y,,rr• ��, , ,,� Vary where shown on plans,and allowed by jurisdiction. ::' _ 'i' _ ':' :' ":' .:' .' - 6'min.to T '�1 p Y4Yr.Y/JVhLNfl l .Wr,M WA 'y. -T.- ,-'i •'.-.1...1:...--..--....„.-.- ,g4•44,, n • • r . . a r,''•,r, ,ti_._ ', .;1' >;. r`'r�'ti,M,' „ !]Yt11lV�r i_ - - - i Ci c\I ■ v.:.}�r',,�pft�w� f��t.,ylPr�r4,•1LV;,1.: :•t.'' . r- . 'rp.`-k5.;; 5,,,; •�„ • " N :`. .+. . .. I �i 5 'r 11YW[Y/r51,9tI�Y.WJL'A1 •1 ■ ::•-•- ••:!.'� -•• f,:'� !:•Y, '4'�, ' , • - - 'sem` ` r-.._-,1 Q�� na fir;, atom. A, . .. " W Q ti,1 'r�1�19r �t �YI�L''��'.h�'�=��'�'�''�,;�,T�j�',r ;'�:� � ''h'i�•'1.'0�,,t�k 1' CURB AND GUTTER MOUNTABLE CURB AND GUTTER � -II I -II =1- .I I� -IC II. II-1J �, 5, Ur11dlEIIl.EI•b■d ban Curb,or Finish grade Finish grade � it �1."rad, Future sidewalk curb and utter Curb,or (Slope varJ4 Qv 17 centers (Slope ver.) V Q �/."rad. th kr. (4"min.) (Type oar curb and gutter a „ a „ ~j CL 54`�' i (Type ) /, rad, /, rad �! �-� • L Ci L.ta1l a1r iL� �p11rt I 7:4 si Finish grade t _ $ 5� - - - rn oCleet"44142 r(Slope ver.) in 3"die. •• • '• • = . weep hole F. aa. -*' ,-. , ; a- IU CDI tr11M101� ;:�: :.';: : .. .',. ;. Finish grade '...1-:- • •"•-..-...• '.•: ••.` - ~ O I- if) II �pit�'Itlyd • = •a : •• 8"norm.,vary Form shelf into curb when el • i - -• 5% II (Slope ver.) q U) N as shown on plans r.'•a-':: •;?f.'•�'�:'• T Jr - f II 00 •: ;� curb and sidewalk will not F�2"(fyp.) 1 or as directed •I • , ,. 1 • • #4 @ 7" • [� - ' - '- be poured at the same time - _:'.• : .. :I••. *-;-- : •_ I �! -� r. •.'. : •...f. ,: . '• : '. I, centers g Q{ Crl � {� • •12"� I•' I . . .- - - _ -.'. . •' . _ 20" ! 20' - = O 21.-.- k Var. " (-/-) LOW PROFILE VALLEY GUTTER MOUNTABLE CURB MODIFICATION FOR KEYWAY WEEP HOLE DETAIL 2 v (Where shown on plans) (Where shown on plans,and allowed by jurisdiction) c:uc.BODKN°, -_-_-NIA a•SSEUNE no'orrrDATE --_ 15-JAN-2016 ElEMERAL TES PEI lkl,L f]=TJtiL$ LI GENERAL NOTES FOR ALL DETAILS: Li]NATE: Aft material and trorkmanehiA shall be in accordance with Z the current Cregcn Standard Spechtardons _ • 1- Al cclotIrg i4L Of POO p iurefti Ma b1«sellout p la-13 ripping. 1. Curb exposure"E"=6"to 9',as measured vertically from 5' Tops of all curbs shall slope toward the roadway at 1,5%max. (Max.2.0%finished O O flowline to highest point on curb.Vary as shown on plans or as directed. surface slope),unless otherwise shown,or as directed. The selection anduse of this OREGON STANDARD DRAWINGS (Z cI lila be rurexcii 7Mli-1 �1 "E".7". toG mO.D.O.T standard"E'= . 6. Dimensions are nominal,vary conform with curb machine approved by the engineer. Standard Drawing,white designed 1d Me ol i ureteci pramnert. ithdiefroirli (psalm', 2. Const.expansion joints at 200'maximum spacing,and at points of tangency, 7. Dimensions adjacent to radii are measured to the point of intersection of curb surfaces. In accordance with generally CURBS 3. Piaae AC rrtc minIrruii tin If 4' 0r tf o tf'110'L of the rarctAIld pow iii rek or and at ends of each driveways. 8. For sidewalk details,and monolithic curb&sidewalk,see Std.Drg.RD720 accepted engineering principles r Ii+Effir. Compile!an p 3. Canal.contraction joints at 15'maximum spacing,and at ends of each inlet and ramp. 9, For drainage curbs,see Std.Drg.RD701. and practices,is the sole•aspen- • -.1sibllity of the user and should not 2015 O 4. Transitions shall be used to connect curbs of different exposures'E". 10.For sidewalk ramp details,see Std.Drg, RD755. be used without consulting a DAIS REVISOR DESCRIPTION O {"E"Is the total vertical dimension of those curb surfaces fl !stared Professional Engineer. "•:Z115 oaEortvrE ItiliM Im14 la,__ NIA .Ir1r�aF�r Clan1 SIJ Fi_�40i 9 O7-3015IENIEONOTE -- having a slope of 1:1 or steeper).Minimum desirable transition length shall be 20' .,.a,■ FlenSmNOTES 1141Dl1t MI =ROW tilt tiliTiOnl HIP PIO PO 9 trt.dr1a111111 for each 1"difference In E . Li 1aTml ow.mitt TfrC Fes„red VW Mr teurY OREGON STANDARD DRAWPAS Effective Date: June 1, 2016 - November 30, 2016 RD700 usiard Drakteg, WAIN dLrlillii.11 - rliiTed lie aerbardwrce miff! gemenligracrwfmf engtmeer- STREET CUT blit pr la:Wicifhi1 IACI 72 Lr m.Alit 11d,rpNtiaNey of CI IAA the as r 40512r'hove notif,e, 2015 C. , IL _IIL�,.k�ihimppor ca 1-i18.t-a1+;a L J I LPT 'LI MUM I AJII OLIl19}J r*i ra i' o es krTTWL'J&- fir. 919116 E o D r •rib r 1. -May � 7 R ��`��`�D I(c4� �� PROJECT NUMBER #5373 9 1 L- 15 3 OREGON C5 i,..„, "&i..), s 1965 SHEET O EXPIRES 12/31/17 F ., , i r ...,... , .. O O CL ff] .. ., , EXT J _EI _II m } DWY Q - T cY)\ in CO 0 U W W Z Z •y ,(I) I I = j G CC W = O d d C) r xsAn ` BIO BAGS IN GUTTER _ Bo SPLIT FENCE O EROSION CONTROL �' 0 - - - - _ - _ _ , _ °' „ - S 88°42'00" E o - - _ _'Eo _ 260.23 ` - c� lin- 0 13+69. �4 - _ - ' - -` 1 I Ib MP 4.5 fw f1- fw WALKWAY - J 11 .� Y fw fw fv^ fw -fw fir- fw f1'. ` a 1 13- 75 0 FFE 214' -- ,L s i- 1-1Hfwl , N / / 3'-6" � � � , � -fw_ fw j z � a rj 7 I FFE 214' 4'-7" ,,� I D o NEW FIRE HYD. WL, I male W� 1 ; U '`� ON PROPERTY I *� '� w z - ! 'j a • u 1 DILATES I T J o 8" FIRE HYD. -� 0 RESTRAINED 31_1 J Z - . I i. . OLD CONC. z Q z 111> Q SUPPLY LINE 'I b L_ ' _ SIDEWALK Q 21-c ( L ] ---_________., 0 TA' EXIST'G 12" WATER MAIN w/12"x8" TAP PER TVWD -'� REMOVED z w Q J D . . 8. INSTALL 8" G TE VALVE (FLXMJ) PER TVWD DET. 3 I ' '` `" { 14+0 w O I 1 —, � : ,! I - G y I- c� I Q 1. -, Q u, I- CY, FIRE 6'� 1 � ' j c: ❑ _, < z - - 0 �' INSIDE SER sr I ^ 1sT- r�'i I `-" w U I :r 1- BIO BAGS j z 3'-6" BLDG. I IN GUTTERS II J Z / I .1 , - , EROSION I w LU > ....C,L. - PROPOSED 10.00' �I I I., \ I 0 CONTROL , w wLI] U U < (13 o RIGHT OF WAY FFE 214' 6" i 1 , ` ''` 6 40'_0, C7 O z Z • DEDICATION -- ' �� 6Ff., Q • . 1 14- 5 � _ �, I! ST i i r c w m --I 1 ., k ' ;LT 22W Q � i 0 1 w 1 Q SPLIT -7'1 ij �� ' � � a 1 'm; � , j 0 Z w FENCE 1 CIO 12 ��•j J� I BIO BAGS I Y . Z 0 IN GUTTER! O I Z a:tit :Loo �- ST 1 � } I 6 WALKWAY I o 1 . ,./-i,c1 EROSION r o Et Wco 1 - I m 7.- 0 CO 3 -6 � I � i CONTROL I � o 2 I 1 ,, c" 13 6 , 0 2,_11{� 1 1 1 `6/ v x ,O / ST I 0 1 �o t -1 � I 14 0 of / °� �` NDSCP 20'-0" L DSCP I° �j LANDSCAPE I ` i o \ _ w O 2 3 , o I c� CV 1 50 ; 01 z/-"5> :P 7�p `, 6 9i2,80 X I I J` a= t r cn 1 FFE 214' 6'_0„ ^�; �� I N Q I �,� 0- + �,; , , / 10 1 I L J 1 ,� � �,� /� FFE 214' � a � , >- 7 TURN - 5 -0'� 41-I iiii-1-1 --.11111< �( �tl/; 1c� L �G ► N r� i I Z cT I I u co j I o . : AROUND 4 3 - - 2 1 '�j � p i p J I N as 10 9 8 LNDSCP LNDSCP ! I Q j N 'S,_O" 11 1 r OD STL STL STL. ST_ STL 1 i OTL i . _ N f� I I tl E9 ' / t. _- - -- $5. WALKWAY 1 I u, z N _ .4- A co 4 5 . I co I _1 ! N2 � _ I @ 14 � 5 w i ^� �" ,--c-91-011 3 t7 . . . a . . a . a a . a N� 9'_0" TYP. •6'Q '' / 0,' ,1,_/z,,, z _ o = Q I .•.a. a.`.'a'a y .y. `aya �' TYP +. WW:y ° w i � ry EROSION CONTROL ENTRY' ST ; ; i . [t �I ry;STORM WATER yyyy. •,::? �'�°� C _ o I ta ,. 1 I �; + .. H . I W .. -11?- ;:t- t w .ry, - y `Z CL OF DRIVEWAY d- 1 Li -1 , ❑ I W = N PLANTER • • o N I U p C' Ia.y y yWyW N CONSTRUCTION C-2 �' (SEE CIVIL} mcg � � � a Co Ii .yy ayay CATCH BASIN , , ST I I I '- GARBAGE/ {n Y a a.W r y. +.a a a y y f v• a W w a r . GA_RBAG EI T ST CT OT ST ST ST ST CT ST ST STN OO ST ST � - ar ST 1 i i ❑ MP 4.52 C� � � ' * r y. a a a y• . r r ♦. N 4.y y y y y ST S- cp� — I 1 p i ".• i, o I \l7 RECYCLE � 0 2� u' o I I � Cl) � � `- aayWyr• ` y • y �� FLS CONSTRUCT STANDARD CURBN ? s I , 1_ � a .. a 106 x140 "�/ t D - _, I 1 I 1 O ..g.:. EL a a a W l'Y� . a . a a y a a is r �j _ - . - - , � i L J �L a y a . ..'Lj' a a v v a a a ,, , �. r � � ., �+;/ .- .. i �._— _ �r�.-...__ .- - � .... -__ _ t I co Oa y a a + .. a y. a a a —� \./ „ ,_, ,___, . . . r . . . . .• a a r . �— !�,} ,— LANDSCAPE D I I r A SCAPE A_pi. '� - -----\--- 43 ----- --- --] _. `� 15+d01.50 a . r a a • a + r . . ♦ . JC I M P 3 -------+ --- -- ---- ----- ------- --- --- O o N 89°31'00” E 259.98' 1 — —1 36-11 112" 127.0' PONY SOLDIER WALL 4'-8' HIGH CONSTRUCT 100.0' CONCRETE BLOCK WALL 4'-1" HIGH p , E1 j z w REMOVE EXTIST'G GARDEN BLOCK RETAINING WALL. x I z w KEY LEGEND TOP WALL 218.63, BOT. WALL 214.45 I STL STL EXIST'G 4" SANITARY SEWER LATERAL (FIELD LOCATE). FOR ELEVATION & LOCATION CONNECT TO NEW BUILDING. EXTEND PUBLIC LATERAL TO NEW RIGHT OF WAY PER PUBLIC STANDARDS. I OH OH TOPOLE `EROSION CONTROL ENTRY 20'x50' , j EXIST'G OVER HEAD ELECTRICAL LINE POLE USE EXIST'G DRIVEWAY WITH GRAVEL I = G G EXIST'G GAS LINE ENTRY AS SHOWN ON EROSION I� EST EST EXIST'G SEWER SANITATION LINE DETAILS SHEET C7 TEMPORARY ! (1.11 ST ST - CONSTRUCT 6"x324' 3034 PVC STORM DRAINAGE PIPE TO EXIST'G STORM DRAIN MANHOLE . CONSTRUCTION ENTRANCE (PAGE 9 OF 10) I W W EXIST'G WATER MAIN I fw fw 4" FIRE SPRINKLER PIPE. FIELD VERIFY FOR LENGTH REQUIRED. ELEVATION LEGEND I 1� i WL WL 2" PVC DOMESTIC WATER LL 919118 I" 1- 1/2" WATER METER �� EXISTING GROUND C •ONTOUR I (ctZ PROF- 1 (9 GINE� /Q PROJECT NUMBER EX 8" CSP SAN. PIPE @ 6.2°/aX2104' FINISH GRADE SPOT ELEVATIONS #5373 �' 9 14 153 = iWM CONTRACTOR IS RESPONSIBLE FOR ABANDONING EXIST'G WATER SERVICE AT THE MAIN. G A P H I C SCALE I OREGONC 6 EXIST'G STORM DRAIN MANHOLE RIM. EL. 212.30 IE EL. 205.30 1 0 0 5 1 0 20 40 1. DCDA DOUBLE CHECK DETECTOR I ° SHEET ( FEET) ASSEMBLY . SEE GRADING AND �ti,�SY�.�$��„co 2 8” IE OUT (E) 202.32UTILITY PLAN. " 8 0 F 1 0 a EXIST'G SAN. MANHOLE RIM. 210.3 , 1 i n c - 10feet,e e t. EXPIRES 12/31/17 (ill . a o a_ m W -iI Il m !fs"`r/ • 1.. _ x: ,1;, .r 1 r!F'[.-r' o =..r.'r,. 1.:: .. .. al CO z y 'S N.I, I - r f i .,,t.._I'o:i-"k 1s Ff"r,t;q'1_s^t.r AP#:ir�'!-:..a 1 ": 1.7'!:.JV,d�'i"I.ka t.s"°::iA.te€„ "{'. .' 0 t— < (!) LxJ �,.�`'' �rf !1/ WET WHEATHER EROSION CONTROL 1 I o o 1 �t� -. ., . „ .. fA -c d.l '.I 1.- G. i."7. !� ,:a;. F tL$•1�7F'N- ra""�fti. 04 S:z3;.".; ':r- f .' yft•:S• 0.2- T , ¢ f' .. •• •� ?',0$41..%4:',....,P m,e.„ _ . • '1 t, ,, -r: it Ki..'!,'.'7 !r•., 'Trim C i,'.•r',t 34,01.04.no,*EE ; 1 ! 1st OF EACH YEAR, IF THERE ARE EXPOSED SOLS, DISTURBED AREAS, OR r .�,��`'vr�rw ,�- � v -. F.�-.ff.g J••r;F?^3Y n'�;'S{}14,44}Ant •,�. 4;r 417 IdirfY•�- +•tiiNlt]?ON LL , -r:1%�ti`s '7iw i' Th', -Ft9 it"Sf•� 3 t 1 Ill L• .. ,,�� '. ON SEPTEMBER / 'l..• 0 :r' w •'sem w � arrI.:.`1.3^ T1 •„R{.:'_•i•Dr•.iai'1 4F{r•-41_E 1,:zd'..r«ittrio ktl 6«t: 'n 411' 011 AlIrt'^C!.Uh°x..pn.ctear":'•� 4r. r:�, ., : ,- *„."r '.. .'.'f.. -,` ' GROUND—COVER VEGITATIONNOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A ;t '.�''YJr:—.,:.......v. >, A• •; •.,, 5 i.,1 0.".Ti'•,g •1i 5'i'S dtIF:iI i Rtit.$I,1 :i:.`,' 1.,IL•x" Y..E•t.IhS i P..:r::ill- i r•7+!:,iIAS"h.T?.ar ALS. .114,i';ErL•uA•iii CCfiltiT x1-T' R.s.�.F:.,i."``iL•uv=CCAte;;:: -'` : �:.r . ,k sr•* •TM r �,_.r:" '`„ �”""`,�>�1"`{krtUfY.:A•-� tLlMEr 1-147.44,i,� '�.`ktS told, ''.�`:•.'M�+_>.tAt.�"'"` `"'¢""tr:. �:. trti SPECIFIC EROSION CONTROL PLAN SHALL BE PREPARED BASED ON THE EXISTING AND .'.1'''''>:.:,:l.,..„„. � w et . .) ti4•. i, € i .f 5 t ;0 1i t^f' 'tit h.'t fa r40,i tiFk,. t. � :i •4;.41.7 g{c "EYS .S ..dFll K !. "415,.^lir S fro;:"A S. 's L lldt VF'7 W ^+ti: t, 'l ¢ t',r,K>,•!F E f{P :.• . -pp°: -;. ..'..v ::.,...:...):N.'-.. 4--;,.,.. ,ori r:�aa:'rre�•r tr c.,a#lr:� Tr: ..ir�-,-, .< -Gf'r.�firs 5A..,,-5,�t1rYf~�t,:.► '}1: , n.= •=r ►S��.F :: � k.4 F :^.�-E �r�,.i EXPECTED SITE CONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES !� .�• -•• '•`"•• v{',�{,.+r A;S;+t'a•+Pr�tt r-C 3rG,!•('.�! ..,. ..- ., .;'311.r.i w.. '" • � c••k-�C,i•..r"+.�.ii??-L-C•�d Ct., s..Pt k.et-�',_�:il'AEtvi.),•�.i-715,{.ra•i_a li;tfr4k •1?Ik''s:il�E?g''•°t!'.:_ --- / : , '. `▪. ' ' `. �. '. `� ttl�FisJfia` xfct.{��'a:: (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (fl'l .. ; �':' KIN r` f/ r,14.,9, 4: t9E fir' tku7lrU�+TtJ?"€P.0 *en''_ =s..l+ahmbr iN.'u:.TCf�r}: .r '+• '°Ra,'.r._F=va'.r. :•r 7 R1(1'47% LL �'} 5 r ..: ' CHAPTER 4 FOR REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL , t t+f. i. s G:rkrer 1,11:/61RFi tt!6,•11'.I`:E1+-f4.14 F5hi!4E t f `merit•—.irtTP•,:i 1,1'w2;_,4L't:rm"-r. IT r7'2 P>F}Gi.fr, L ;'i.7',.'1'i-r •r_.^`.7 Fti?±I;tt71 -4,4":r,i••i• 0 LT:L.: I�i f�-';�.. 1 �.'�� {� lc.-• .i^ <=Lz: vktK ' J''� ; '• �, ' " ,� - '��' � '-' '_� _ �kl"I°"'TL ��^ ��re�'''�°`� BE INSTALLED IN ALL AREAS EXPOSED TO WATER FLOW OR INUNDATION; FREE FLOATING • /r e,�l �, a ,;:[ �:E1' v f L1Er, .Lil REINFORCEMENT ' 0,,., s,,.ce44,,,,,3 7FAL�'I ,t,::3ii6t.,o4-r'-iI J_I�, R tia..P:.r;'_th.'T WG.l-dcr•Ir C, ii+;'t.I;.,:c.r.4L717Mt:I/2 F-IL°J.g•EcY:. ,�s r•-:+.14. :-.*Tt1il, t, t. 1- MULCH SHALL NOT BE USED IN AREAS SUBJECT TO INUNDATION, FIBER MATTING SHALL Imo—•• ' ` ` `' � �'+ J `' NO "Fx''p 1DM!'Ci,4 F 1 i.`tr'r,.{,._'"''444"II'.'I'.=!.,"..:.`DLI:;tITV 11411,.• .;"Ai,"•'N:"' 'Tl& sr'''''d-''"°: EITHER BE SEEDED (PER THE DESIGN) OR PLACED PRIOR TO THE PLANTING OF PLUGS, z co it, '6Mi !• Y.fii7' 1.' '•AIN ri•rfV6.'t,th`a•frit'i{.,}6ki,•:slfisi,i, al;ri 1,.S50;*it, _14,11M413JL1iiI•:tz'!',:,7HC'�Y;:"h:.WYC '"k131i"a;1•V A'g;- DEPTH ( ;�4�z>.. •.W,VI' lrtt..4t�y'Mt;y�Ar pc-. rE; I5Ektpi -ret.L.. w.e.r5=;.,iz -.=s.<: ,,, ` CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND SPECIFICATIONS FOR (0 W 42i). MIN: FOR :3Itr4C`LE FAMILY ANC �.UPt.�1 ./AFS/rIEN- ;L, 1 i.: fs #r•f+:It"A7rt)h.:rt.1''I�Or :ri,II !Z� tin Li:ir/f:':' :.144.1,1,VL Iv:..:41-in;f!~--.1,;1!:71,.A1.0-1:•41,144-1)fhr:Ylj- $a";SiX1.,:mei;.NpA::.t--4. v N•T.-4 Ni A1. PASal 74,.;l0�F ill �1•,, sil.I. r ;, yJ,ge'tz�,�t, Yfq- 11,1,.,,.1, ;F gFk,-7t; rt, coif,,:,1,pa:.,..•:it•r.; .-.'4-F3' h.. „i t v.rk:;;� MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE ENGINEER z (� _ A +t,rti Ei^t, FCirT f`s:TiSf "';':: .--.' r, F °: I AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR 0 ^ Z r (siiAi I CL3!�J i t : r"i1t3*1 i ENTRANCE CURB tiAM • .:•>, m.,.,.,Pr: .f,7iitii- r v;'.VAAL:•Ft t?t)�Iti,-'sF:t•1=:..!P rt.a,'; 'iIF,LF 1.L,IT1C'N;1/.f3Ar'grtr.e.t,l t.irki.4 .i'.•. td:;.f.hiiT L•'!rPg,k.F+, .•';Ti. i Y / CI i :_ ;,.,:I-..''' ,',. "`F`r'i4t+ .' " t}:a4.vasl"'':¢tom' :.Ir..: °:•`'�' `'.#'°,".. �1t }"'Tr ,i'. .0•4•01 If .• STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE ~ > J I J REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE Z m .«.�:,...,. T "j' 'r��c�f1: :k�f rLr.r',.!:;i4,:•11.:.„, f- .ill ; " ;� L• .r tf Yt I. 1::t., j,•C f ! ,t:,r), ... ! -.-. r ..!r c Tt) 4•r -w - Tt.,..7, :C• 4: • i •, rr f. 1.t ,! •' - :F 11 --.Slh a r I MC. 1 vt! t ,•: .,, .4 ,� .._,IL � 41., I,, ._ r:'j3 #_l., rP,77'...71/2"" ,41.r. . . :': 1. ,!fr'.r"1,::7.:',4,-,%'..e.; r..rft: ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF EACH YEAR, WET WEATHER = J F-- r?.J fr L: yCx " 7,: - t:71 .• 'i - .. r r . fin!' ,. -i fir. 't. .. .:`,`,•:..'3... _.. 'r.,E: .,i ,e.:i,. ., - V 1 r • ':;; 4 ';�'."'w ;;—. - 4,' - ... ~ ,. ._ - ,1 r 1 f/.+.1. ..1 i.,.x .. -. i •,. _r I ! .r 1.1,.!.1.A.,.:t k,!1 _!. T t t,. - t -� ,r>„r . ��,.�� _� •' ; ... . , , I _ � �� t' r�•_ 1. °:`� . a r ' MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. _ 4r � :27,>2.,,,,,,,,,•;,:•,..i/p,/,-:,.7-2.,-9....;",„,,,,:,,.,...;{ y'Y{,-", I - !i . - 9 +f it .}'t rS -r:,L 4 n.1.. -r i',..L .L.. i, 4/,,:x.r {t tir. r ,`,'4:L'. . 'I. , .(: ,• ; , .. _ O ."-r ,,.' 'i,..,,s 1 ' � 11.1. .; "Y,E= _nfl.: Tri 4 4. Pi t h' ;f t1,.M—i,%< ❑ r',', _.. .» Y I , I.,L1 ,# {r al. -i a t5 Ir t t 0;., :II,”'TR Y ;144 ! t' 1 - r I..f i,: ,. r'• /y CO NOTES: ^p c 'It l .Nf7L -t, r ° "d,^tfC ! ON vF,, F. 117',. T• A y lir r 4:i4a, T G4F .131p.ki- rksdt2" r .+� t '.-L',, i rl �i Z F"' ?I ?�. 1 i." ,,,,,..,..4.,,,0,7-,.,�f rsr.C:-4AL .!L' ::L,v ,_ i,.•t,+.l+l IL....:n.il#;.;a LI•,.si .. •$.t. :...1C,,,,' .YS4.(tL.i' 5.i'k -. •) , iYi�.{I 'k'..ky.l,:,,.'i k?iktid%ii:t.t Q I. 'HE.: Etsli•RAN(1 SI.4A1.1: Tip. MAINTAINED IN A t ONP TION iri4I WU, FrItE"1ENI TRACKING OR pE..()WING 1,.W• i :rx)Et•.t.; ow 9. F) ' n I lr SIC/tM NT '.1,'4TD PUBLIC RI/Air-OF-WAYS:. T141.S. MAY REQUIRE. TOP T'RESSI'#f.. REPAIR AND/UR CLEAN I • • t . .. H _ GO 01IT OF ANY F:{Li4::U3il:.I USE:0 TO "(RAP SEDIMENT, :r ;'tet :.vt .� s. :.7::::::::.:,:: tt ` 1�r r i rr ?,1,. w,:.;f' - ... lrHEN NECIEI`..i:J14 f. Wl-Ia„'4'Lts` IIiisAt-E_ B.E: C:liA,' R�.3 PRIOR' E'�') L:lJf•Rhl+Jfyrr tJ1d3P,:1 F�rLEE3EIS.': RICHT-i:�}'_' WAY, tGoy}r�<,3 ': IEN HIN IS REQU1Ri f, I: 5HAL'_ l T DONE ON AN AREAA STAEt1L17FT% W#nt CRUSFIED STUI* 1 . YIDr-;:'r,ttact't' :: GENERAL CONDITIONS GENERAL CONDITIONS EXCA VAI1ON AND GRADING -0 0 15. Maintenance of the work area and approach roads is the responsibility of the permit holder. The Q ^° ^II m m work area and approach roads shall be maintained in a clean condition, free from obstructions and 1. THIS GRADING PERMIT 1S NOT TO BE CONSTRUED AS ANAL APPROVAL OF SITE GRADING, o z z w 1. The permit holder must comply with all applicable provisions of federal and state law, the Tigard hazards. A copy of the permit holders Certificate of Insurance shall be available at the work area. EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK ~ CJ iE ca "ie Le w Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done AND IS SUBJECT TO CHANGE RENDING CITY APPROVAL OF THE ENTIRE pursuant to this permit. 16. The spreading of mud or debris or storage of materials or equipment of any kind upon any public CONSTRUCTION-DEVELOPMENT PLAN SET. roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 2. The City's standard specification for traffic control is "Manual on Uniform Traffic Control Devices For The City may at any time order immediate clean-up and the stoppage of work to accomplish clean- 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT Streets and Highways", U.S. Dept. of Transportation, FHWA, current edition. up. ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 3. Traffic control shall be provided for by the contractor in accordance with the City's standard 17. Effective erosion control is required. Erosion control devices must be installed and maintained 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION CR FILLS TO BE specifications and, also, in accordance with a City(job specific)approved traffic control plan. A copy meeting the Clean Water Services and DEQ requirements. The City may at any time order CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS of the approved traffic control plan shall be available at the work area. corrective action and stoppage of work to accomplish effective erosion control. ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T 180 COMPACTION TEST. 4. Public roadway shall not be closed to traffic, at any time, without having first obtained written 18. Property disturbed by construction activity shall be seeded with a standard grass mix; shrubs, 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 CF THE UNIFORM CC approval from the City Engineer. The permit holder is responsible for provision of timely notification flowers, bark dust, existing signs, pavement markings, mailboxes, etc. shall be reestablished, BUILDING CODE. CDN57RUCTION ON EXIST€NG SLOPES GREATi f2 HAN 5:1 SHALL BE 0 of traffic flow disruptions to area wide Emergency Services (Tigard Police Dept., Tualatin Fire & reinstalled or replaced, with like kind and material. ACHIEVED BY BENCHING INTO THE EXISTING BANK AMI IIMUAI OF TEN FEET. IF THE Rescue)and to Tri-Met and Tigard School District and other service providers. BENCH EXPOSES SAND SOIL AN UNDERt7RAIN MUST BE PROVIDED. THI UNLIERDRAIN. IF 19. Effective drainage control is required. Drainage shall be controlled within the work site and shall be REQUIRED, WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT so routed that private property, public property and the receiving system is not adverselyTO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A z 5. Advance warning of imminent traffic disruption shall be provided to the general motoring public by adjacentP P Y, p P Y 9 Ys SIX INCH LAYER OF 11)41' - 3/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK of an advance notification sign at each end of the construction area 72 hours (min.) before impacted. The City may at any time order corrective action and stoppage of work to accomplish WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL 8E CONSTRUCTED WITI� D placement initiation of construction work_ effective drainage control. VERTICAL ELL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOVNOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 0 6. Access to existing properties shall be maintained at all times, including normal delivery service and 20. Oregon law requires following the rules adopted by the Oregon Utility Notification Center, Said rules PERCENT AASHTO T-180 DENSITY. THE FiLL SLOPES SHALL NOT EXCEED 2:1 AT FiNISH Z mail service and if not, shall be cause for work stoppage until effective access is established. are set forth in OAR 952-001-0010 through OAR 952-001-0030. Copies of said rules may be GRADE. N0 ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE Q 0 obtained from the Center by calling 503-246-1987. if you have any question about the rules, contact ALLOWED IN THE STRUCTURAL FILL. H h Center. NOTE: Damage to utilities shall be corrected at the permit holders expense. 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN Ci J 7. Traffic control devices, flag persons, etc., shall be in place prior to initiation of construction work and the 9 ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR Z co shall be effectively maintained. AN OND(=RDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. I 21. Contractor must verify all existing utilities for both vertical elevation and horizontal location prior to 7, THE CITY SHALT. BE PROVIDED WiTH A COPY OF THE GEOTECHNICAL ENGINEER'S J i rd Municipal Code Section 7.40.180, work is permitted between the hours of 7:00 start of work (pothole before digging if necessary). Should conflicts arise and redesign or relocation REPORT/RECOMMENDATION CHANGES. Q Q 8. a.m.Pursuanto 7to Tga p a.m. to 7:00 p.m. daily unless othervUise authorized by the City Manager. of facilities be necessary, it shall he done at the permit holders expense. Changes must be 8, IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE � _ in approved by the City in advance of work performance. Contractor shall coordinate the work with CONTRACTOR SHALL NOTIFY THE SOiLS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COOREVIEW HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO - O 9, Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.-3:00 p.m. unless affected utility agencies. REVIEW THE SITUATION AND PREPARE PLAN TO PROPERLY MITIGATE THE WATER 0 co authorized by the City Engineer. No work will be permitted on collector and arterial roads between ENCOUNTERED. z 3:30 p.m. and 9:00 a.m. unless authorized by the City Engineer. 22. A temporary hard-surface patch (Cold mix A.C. or Hot Mix base paving) shall be placed on trenches g. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A {< >- , within roadways at the end of each days work. No trench, on site or off-site, shall be left at any time MINIMUM OF THREE TESTS WILL HE REQUIRED FOR EACH 2 FEET OF FILL. 10. Minimum travel lane width shalt be twelve(12)feet; pedestrian travel shall also be provided vided for. in an un-safe condition. The permit holder is responsible for and is liable for hazards or damage 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY fI resulting from the prosecution of the work. PRE-NOTIFICATION, ETC.). _ W The Cityreserves the right to add to or modifytraffic control requirements as may be necessary to Z w 11, gQ traffic and to assurepublic safety. 23. Work provided for under the permit shall include repair of existing facilities (roads, ditches, etc.) as ~ z effectively control YJ w may be necessary, in the City Inspector's opinion, to overcome deterioration or damage which - ��nn r initialing anyconstruction activity, the permit holder shall be contacted by the City's private occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the 1. MATERIAL IN SC?FT SPATS WiTFiIN THE ROADWAY 5I TALL t3E REMOVED TO THE DEPTH U H v 12. Before g Y development inspector, (503/639-4171) to establish a place, time, and date for a preconstruction permit holders expense. REQULRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH PIT RUN CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED TO A > : H meeting. CC z Q 24.One as-built drawing and PDF showing all new public improvements, including any revision made RELATIVE DENSITY OF 95�' OF T-��- 4" ROCK IS THE MAXIMUM ALLOWABLE SIZE. i Inspector, at to the previously approved construction plans and, also, any improvement which may impart an existing 2. WET WEATHI~i CONSTRUCTION AND OTHER UI�IFORESEEN CONDITIONS MAY REQUIRE THAT Q J Q 13. The permit holder or his contractor shall notify the City's spe GEOTEXTILE FABRIC BE PLACED ON THE SUBGRADE. IN THIS EVENT, THE CONTRACTOR IS 5031639-4171 twenty-four (24) hours prior to commencing work, twenty-four (24) hours prior to any public system or facility, shall be provided to the City by a registered civil engineer along with an TO CONSULT WITH THE ENGINEER AND WORK TO THE WRITTEN RECOMMENDATIONS OF THE W m H staged inspection and after completing work covered by the permit. engineers certification of installation compliance (form attached). In addition, the applicant's as-built ENGINEER, Q drawings shall be tied to the GPS network. The applicant's engineer shall provide the City with an - 3. THE CONTRACTOR SHALL NOTIFY WASHINGTON COUNTY FOR INSPECTIONS (1) WHEN THE 2 __ 1 W of the roved construction plan and all electronic file with points for each structure(manholes, catch basins, water valves, hydrants and other SUBGRADE IS COMPLETE, (2) 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL W = Q 0 14. A copy of the permit and all attachments, and a copy pp amendments shall be available at the work area. All work shall conform to the permit terms, water system features) in the development, and their respective X and Y State Plane Coordinates, AND (3) 24 HOURS PRIOR TO ANAL PAVING FOR AN INSPECTION OF THE WORK, AND referenced to NAD 83 (91). Include Acrobat (**".pdf)file and one 11x17 copy of as-bunts. PROOF-ROLL FOR CURB AND GUTTER AND FINAL PROOF-ROLL PR':OR TO PAVING- m conditions and provisions and to the City approved permit plans, and approved plan amendments 4 ) .4. THE ROADWAY MUST BE PROOF-ROLLED UNDER INSPECTION OF THE ENGINEER AND z and to the City's standards and speciiicatiorfs and to these General Conditions. Changes to any of WASHINGTON COUNTY WHEN THE SUBGRADE COMPLETE AND WHEN THE TOPR NDK IS Y the aforesaid must be approved by the City, in advance of work performance. INSTALLf-D PRIOR TO PAVING. 0 z 25.A sewer system air-test and (V.H.S_) T.V. test report and one set of blueline WASHINGTON (of either or both �, THE ASPHALT CONCRETE PAVEMENT SHALL BE PRONTO=D FROM A MIX FORMULA AS 0 O N w the storm and sanitary sewer systems) shall be required by the City for review and approval prior to SPECIFIED BY O.S,H.D. SPECIFICATION SEC-War 403.11 FOR CLASS "B", "C', OR "D" 0 connection of any buildings to the sewer system. ASPHALT. AS SPECIFIED. THE CONTRACTOR IS TO PROVIDE THE ENGINEER WiTH m r 0 CO CERTIFICATE OF COMPLIANCE FROM THE ASPHALT PAVEMENT PLANT UNLESS OTHERWISE PAGE 1 of 3 PAGE 2 of 3 INDICATED. STORM DRAINAGE0 U- 1. THE CONTRACTOR SHALL USE PIPE MATERIALS AS DESCRIBED ON PLANS_ ANY REVISIONS SHALL BE APPROVED BY THE DESIGN ENGINEER AND C.W.S. 2__ ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON PLAN AND PROFILE SHEETS • AND SHALL BE TESTED IN ACCORDANCE WITH C.W.S. STANDARD SPECIFICATIONS. (R&D 07-20) - * i 3. STORM DRAIN PIPES SHALL BE RUBBER GASKETED. LATERALS TO BE WHITE IN COLOR AND MEET THE COVER REQUIREMENTS OF' SECTION 3.0610 CWS R&D C7--20. a ALL TESTING OF STORM SEWERS AND SANITARY SEWERS ARE TO BE IN ACCORDANCE WITH C.W.S. REQUIREMENTS, GENERAL,CONDITIONS o 26.The permit holders Engineer/Inspector shall submit daily inspection reports, on a weekly basis, to TUALATIN VALLEY WATER DISTRICT GENERAL NOTES: ' SEWERS N the City's inspector. (see Developer- Engineer Agreement Note#5.) 1. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH TUALTIN VALLEY WATER 27. The City's Inspector may, at his discretion, require provision of tests and or reports from the permit se DISTRICT STANDARDS. 1. ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THE PLANS AND SHALL BE TESTED -a holder the permit holders engineer or contractor to validate claims of material or construction 2. OPERATION OF VALVES IN THE TUALATIN VALLEY WATER DISTRICT'S WATER SYSTEM IN ACCORDANCE WITH CLEAN WATER SERVICES (C.W.S.) STANDARD SPECIFICATIONS R8c0 O N R g adequacy/compliance. Such tests/reports shall be provided at the permit holder's expense. BY ANYONE OTHER THAN DISTRIC EMPLOYEES IS STRICTLY PROHIBITED. 07-20 CD I 2. LATERALS TO BE GREEN IN COLOR AND MEET THE COVER REQUIREMENTS OF S1;CTION I� Ea 0 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER SEPARATION 3.05.10 CWS R&O 07-20. 28. The permit holder shall provide a copy of a properly executed Release and Waiver document to the FROM WATER LINES AND SANITARY SEWER LINES, AS REQUIRED BY OAR 333-61-050. N City for each ownership disturbed by construction activity, as evidence of disturbance resolution and 4. ANY PERMANENT APPURTENANCE THAT IS ABOVE SIDEWALK AND/OR FINISH GRADE O owner satisfaction. SHALL BE AT LEAST 18 INCHES BEHIND THE SIDEWALK. NO PERMANENT SIGNS, �, Q O ?..9. Existing monuments, property corners, and survey markers shall be protected. Replacement shall STRUCTURES, OR PLANT MATERIALS ARE ALLOWED WITHIN THREE FEET OF DISTRICT FACILITIES. be at the permit holders expense. 5. ALL WATERLINE PIPE SHALL HAVE A MINIMUM OF 36" COVER TO FINISH GRADE. o 30. The Engineer shall notify the Washington County Surveyor when the initial and final lift of asphalt 6. ALL WATER LINE PIPE SHALL BE CLASS 52, CEMENT MORTAR LiNED, DUCTILE IRON PIPE co co CONFORMING TO ANSI/AWWA C151/A21.51 AND C104/A21.4. o w have been placed. 7. THE DI PIPE SHALL BE WRAPPED IN POLYETHLENE ENCASEMENT PER TVWD ADDENDUM O # 3 DATED 10-1-2015. la N 31 .The permit holder shall provide to the City inspector, in writing, the names and 24 hour emergency 8. ALL PIPE JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE TUALATIN VALLEY telephone number of two (2) persons who have authority to resolve problems, take corrective action WATER DISTRICTS STANDARDS. ~ and, in general,will be responsible in case of any emergency. The permit holder shall notify the City 9. THE CONTRACTOR SHALL PERFORM PRESSURE AND LINKAGE TESTS ON ALL NEWLY Inspector, in writing, of anylall assignment changes. LAID PIPE IN ACCORDANCE WITH DISTRICT STANDARDS. THE DISTRICT ENGINEER ORW •�' INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO TESTING AND SHALL J J 32. The permit holder shall cause his contractor to provide to the City Inspector, in writing, the name and MONITOR THE TESTS. = v 24 hour emergency telephone number of a designated "Competent Person" responsible for 10. TEST PRESSURE SHALL BE 150 PSI OR 1.5 TIMES NORMAL WORKING PRESSURE, construction safety as per OR-OSHA, Chap. 437, Div. 3 Construction, Sub-division P - Excavations. WHICHEVER IS GREATER. THE PRESSURE SHALL BE HELD FOR 1 HOUR. cj The contractor shall notify the City Inspector of any/all assignment changes. 11. COORDINATE FLUSING ACTIVITIES WITH DISTRICT INSPECTOR AT LEAST 24 HOURS IN Z Z ADVANCE. FLUSING VELOCITY SHALL BE AT LEAST 2.5 FPS. 33. It is the sole responsibility of the permit holder to provide for proper right-of-entry and/or easements 12. PIPELINES SHALL BE DISINFECTED BEFORE PLACING IN SERVICE. DISINFECTION °0 cI prior to starting work. Proof of right-of-entry or properly executed easements, shall be provided to PROCEEDURES SHALL CONFORM TO ANSI/AWWA C651 IN ACCORDANCE WITH OAR the City. The City shall in no way be construed to be liable for the permit holders failure to obtain or 333-061-0050 AND TVWD STANDARDS. provide for proof of right-of-entry or easements. 34. Before placement of asphalt, the permit holder shall clean and complete a pre.acceptance video NOTE: WORK DONE ON THE STATE HIGHWAY IS inspection of all new sewer lines. The permit holder shall provide the City with 30 days of notice for UNDER CONTROL OF THE STATE MAINTENANCE the video inspection. Any deficiencies shall be repaired before placement of final lift. OFFICE NOT THE CITY. REFERENCE TO OHSD SPEC. 403 IS UNKNOWN 35. (PRIVATE SYSTEMS) The Developer shall maintain the water quality facility and correct any AND SHOULD BE IGNORED. rillIl - defective work, and shall perform all scheduled maintenance to assure proper functioning of the facility. 36. (PUBLIC SYSTEMS) The Developer shall create and provide to the City a schedule for periodic (quarterly) maintenance of the water quality facility. The Developer shall maintain said facility for a period of three (3) years from the date of City Conditional Acceptance of the public improvements. On October 15t of each year during this three (3) years period, the Developer shall report, in writing, �� PR�Ff maintenance activities to the Director of Public Works. City crews should monitor proper removal �� r,1N f 9/9/16 and disposal of silt and debris. Prior to City final acceptance of the facility, the Developer shall �' #5373�� provide a written evaluation of the operation and maintenance needs of the facility and correct any deficiencies identified in the evaluation. PROJECT NUMBER OREGON 14- 153 Revision 06/05/2014 y ��pr' C 8 �` "1i.y g,196 ASH gJ SHEET EXPIRES 12131117 100F10