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7357 SW BEVELAND ROAD a • B u: y'. 4, 9. ri :T• 1 1 y. I i t I CiONSTRUCTION NOTES ~ A GENERAL 1, ALL PUBLIC IMPROV'E.MEN fS SHAM BE CONSTRUCTED PER THE APPLICABLE SECTIONS OF THE CITY OF TIGAPD FUB'JC IMPROVEMLNT DESIGN STANDARDS; CLEAN WATER SFFJACES (CWS) kESOLUIION AND ORDERS FOR EROSION I CONTROL, SANIT:%RY AND SfORM SEWER (RICO 03-11); AND TUALATIN VALLEY WATER D STRIC I SYSTEM STANGAR)S. 1. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND .ALL INCIDENTAL WORK NECL'aSARY TO COMPLETE THE �'� C T IN AN ACCEPTABLE MANNER. ALL MICIUENTAL WORK SH r LL BE INCLUDED CONSTRUCTION PLANS INCLUDED IN THE LINT PRICE BID FOR THE ITEMS OF WORK LISTEJ IN FOR THE PROPOSAL. ANY ITEM NOT LISTED IN THE PROPOSAL S CONSIDERED INCIDENTAL. s t1�RTMOUTH ST 3 THE C(1NTRACTOR ANO/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF \ ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE At All TIMES DURING CONSTRUCTION PHASES I •I 4. ALL MATERIAL. SUPPIJER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF AC�PTANCE OF TESTED THE ICONTR.A�COTANCE W11H THC WITH ME OWNER�E+IELOPER,STHBY � � PROJECT C , CONTRACTOR CF.RIIFIES THAT ALL MATERIALS DELIV[RED TO THE JOB f ROJCtr 1 SITE SITE OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED \per SPECIFICATIONS. ANY MATER!AL NOT CONFORMING 5H&L BE REMOVED Al NO ADDITIONAL COST TO THE OWNER �CONTRACTOR SHALL VERIFY k.(XAT1CIN OF A'- QTILITIES PRIOR TO OF.GINNING CONSTRUCTION AND NOTIFY %t. ENGINEF,R OF ANY S REE ILI Y 1MPR0VEMENTk"b.,%)- BEVELAP4D ST SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED FROM AVAILABLE RECORDS AND MAY NOT BE AS SHOWMN HEREON. CONTRACTOR SHALL NOTIFY ALL. UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO BEGINNING EXCAVATION 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER M UIT.C:D. STANDARDS FOR ALL CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. 9. STREETS AND STRUCTURAL FILL`_: 1, ALL TREES, BRUS'A AND GEBRIS THAT CONFLICT WITH PROPOSED IMPROVEMENTS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRAI,',OR UNLESS OTHERWISE NOTED ON THE PLANS. 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL C;INSIST OF REMOVING THE TOPSOIL HUMUS, STRIPPING MATERIALS El E SHALL. BE DISPOSED OF BY TNF CONTRACTOR, BOTH ON-SITE AND (fF-SITE, EV LAND OFFICE BUILDING VICINITY MAP AS DIRECTED BY THE ENGINEER. 3. LvABANKMFNTS OR STRUCTURAL FILLS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THF ''SOILS ENGINEER AND N.I .S. SHALL, BE UN0096LY CONDITIONS TO WITHIN 1.2% OF OPTIMIP-o MOISTURE CONTENT, FILLS INTENDED TO SUPPORT STRUCTURES OR PAVEMENT SHALL BE PLACE INLIFTS NOT TO EXCEED 8' LOOSE MEASURE. TIGARD, ' EACH LIFT SHALL BE COMPACTED TO 92 PERCENT OF MAXIMUM DErvSITY ! AS 08TAINED BY A'ASHTO T--180 COMPACTION TEST, FOR FILL IN PAVEMENT AREAS, THE TOP 6" SHALL BE COMPACTL.0 TO Ar LEAST ` V5 PERCENT RELATIVE COMPACTION. FILLS SHALL. NOT OF CONSTRUCTED ON NA t,;.;,'.' SLOPES STEEPER THAN TWO HOkIZONTAL TO ONE. VERTICAL. ALL FILL SLOPES SHALL NOT EXCEED TWO HORIZONTAL TO ONE: VERIICAL NO ROCK 00 SIMILAk MAP 2S-1--01AB, TAX LOTS 1604 & 1606 i QR'EDUCI&E MACERIAL MTH A MAXIMUM DIMENSION GREATER THAN 12" SHAH BE BURIED OR PLACED IN THE FILLS. �( CASE FILE 110. SOR2003-00016 IF SPRIN;.S OR ;ROUND WATER ARE ENCOUNT"FED DURING CONSTP.UCTION, THE CONTRACTOR SHALL ADVISE THE SOILS AND CIVIL ENGINEER OF THE CONDITION FOU140 AND romw A IT HIS ACTI"TIES IN A MANNER THAT WILL ALLOW .FAL ENGINEERS TIAs; TU REVIEW THE ESITUATION NCOUNTERED. PREPARE A PLAN f0 PROPERLY DISPO F (>F' THE WATER OUN ER EXISTING IMPERVIOUS AREA = 9,194 SF 4 RUCK Bklf, ASPHALTIC CONCRETE PAVEMENT, CURB AND �ADEWALK CGri�TRI,CTIkm SHALL BF AS SHOWN ON THE TYPICAL FirllOtJS AND IN ACCORDANCE MTH THE ABOVr REFERENCED SPECIFIC.:.dONS, NEW IMPERVIOUS AREA = 31 ,207 SF SYMBOLS LEGEND C. UTII'T1ES 1, ILL PRIVATE UTILITY INSTALLATION SHALL CONFORM TO THE PUBLIC IMPERVIU; 'S AREA = 730 SF APPLICABLE PORTIONS OF THE CURRENT UNIFORM PLUMBING SPECIALTY T` 1604 IMPERVIOUS AREA = 13,9?4 SF CODE INCLUDING OREGON AMENDMENTS. SILT FENCING ClOcx-�OCx]c�:�COr=c7 2. All NONMETALLIC PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE TL 1605 IMPERVIOUS AREA = 16,553 SF caNIOUR (10') TRACER WIRE (18 'AUC£, INSULATED COPPER, OR HEARER, IN CON i011R (2') -- APPROVED COLOR) INSTALL ED IN THE TRENCH FOR LOCATING PIPE IN R-C W INE FUTURE, PER UNIFORM PLUM61NG CODE. STR-- T CENTERLINE 3 ALL TREVCH BACKFILL WITHIN PAVED AREAS AND SIDEWALKS SHALL BE PRC`°=RPT LINE COMPACTED 3/4•-0 CRL:SHED ROCK BENCH MARK SANITARY SEWER -- 4 THE CONTRACTOR 90LL NOTIFY CITY OF TIGARD'S INSPECTION SECTION STO A SEWER -•--- --�'1-------- 24 HOl1RS PRIOR To START OF CONSTRUCTION (303-•639-4171)• WA T'--R MAIN �•• --yy ---fly----- S. STORM SEWER P1PF SAAi'L BE OF THE SIZE NOTED ON THE PLANS. CITY OF TIGARD ESM #2.52: SAN'TARY LATERAL — --- — o. STORM SEWER SEkwCE LATERALS SHALL BE 4-INCH PVC AND STC-4 LATERAL -- SHALL BE INSTALLED AT 2% MINIMUM SLOPE UNLESS OTHERWISE BRASS DISC IN CURB S.E. CORNER OF S.W. HAMPTON �O R f [, NOTED ON THE PLANS. MARK ALL LATERAL ENDS NTH 2"x4" ����—��(,�f, SAN:i,ARY 11ANMGLE © (!j STREET AND S.w, 72ND AVENUE. �`� �►a I NE �� '.iARKEn` THAT IS LABELED TO INDICATE DEPTH. LATERAL PIPE V �'4\t'�, STOFkA MANHOLE ru•'�. of WHITE IN COLOR 4 'r,t N \ Q. CONCRETE STORM SEWER SHALL CONFORM TO ASTM C-14, CL 3 OR ELEV; 222,84 1 WAT- R VALVE ® I� AS-." C-76, CL III AS NOTED ON PLANS r C. PVC STORM SEWER SHALL CONFORM TO ASTM D-3034 AND A;T?i 769 IcG� 1�4 FIRE HYDRANT VA (1-1) GATE RPOLYR GASKETS, ,-� `C� Al J WAT:R METER BOX "Y - Q�II�i^ d. CORRUGATED POLYETHYLENE SHA l HE SMGOfHED UNEO, \ '' r ^' 2PECiAl. 1�!$PECTION Pc CONFORMING TO AASHTO M-294 & ASTM D-12411, CL 'r_'. �Y,�- _"..�._- M /. CORRUGATED ALUMINUM/SPIRAL RIB PIPE (CAN) AND COUPLING � IV VA, -/ CATCH BASIN � �-&tA of Oregon Structlira! BANDS SHALL CONFORM TO THE REt'JI,NREMENTS OF AASHTO M--196 STREET LIGHT -� - — AND SHALL BE 1690. MINIMUM, COUPLING BANOS SHALL O%C.RLAP RENEWS 6/.11(1/05 �j Cor. lte �dI2elnfcNtlll9$b�! ONE FOOT EACH SIDE Of THE JOINT. JOINT ENDS TO BE 'TURNED OUT". f. DUCTILE IRON PAPE %TALL BE %^A.ASS 52, CEMENT LINED ❑ SottI4 Install&d 1', (.Qreereb CONFORMING TO ANSI A21,51, WITH PUSH--ON TYPE JOINTS. �. CATCH BASINS SMALL BE OF THE TYPE SHOWN ON THE PL ANS. C) Spacial IMOment•ROSISO X/Concator 6. SANITARY SEWER SHALL BE OF' THE SIZE NOTED ON TIE PLANS. PREPARED t ' t 0 SANIIARY SEWER SERVICE LATERALS SHALL, BE 4-INCH PVC AND ��'1��(f` f7 P.elnforclnp Steel & rreetretAliny `�'t:=l , • SHALL BE INSTALLED AT WX MINIMUM SLOPE UNLESS OT14ERVASFI NOTED ON THE PLANS. MARK ALL LATERAI. Et'")S WITH 2'x4" ,` `\� D Structural Welding MARKER THAT IS LABELED TO INDICATE DEPTH. LATERAL PIPE DIVE R S I - IED �..o O 1 a!STR U CTI O N ( Q Higii Strength Bolting SHALL BC &WEN IN COLOR. b. PVC SAr11TARf SEWERS SHALL CONFORM TO ASTM 0-3034 AND ASTM ❑ StructursiMasonry 78V (T-1) WITH RURBER GASKETS. C. CONCRETE SANITARY SEI'FF R SHALL CONFORM TO ASTM C-14, CL 3 Rme Y,` rm ❑ Relliforced Gypsum Concrete MATH RlJaBER GASKETS CONF^,:1MING TO ASTM C•-443. 12448 SW, ORCHARD STREET i 1! I G lnsulatlnQ Ccr,trute Fill T WATER LW. SHALL BE OF THE SIZE NOTED ON THE PLANS o: MFORt►ING TO ANSI A21,TILE IRON PIPE SHALL 65Ei,`NTH yPUSH ON 52, CEMENT TYPE JOINTS. O Spray Appwad Fire-RealstiVa Materia' D !"VC PIPE SHALQE SCH 0111. - LAKE OSWEGO ORIEGON 97035 (503) o P!i?t, a f)rlllerlPlerssntf t;eltssena c. FITTINGS SHAHHAu BE MlCt4AN!CA,. ,JOINT CONFORMING TO ANS! 293-"1226 Pilings, A-21.10. d. ALL WATER LINE SERVICES TO HE INSTALLED BY TAF WATER ❑ shotcrete DISTRICT. CONTRACTOR TO COORDINATE HN: AC710TIES WITH aatnr}, Excavation AndTHE. DISTIKT FOR iNS1ALLAPON PRIOR i0 PAVING. Cl Speci>,;C+: s. ALL WATER PIPE SHALL HAW A MiNIMU14 36' OF COVER MEASURED ❑ :rnolo,e-L'untrui Systwns FROM FINISHED rAAC�E. /'� /•� .• 1. ALL TEE'S, PENDS, ELBOWS ,AND CHANGES IN DIRECTION OF MORE AOtt er Inslser tbn>A QV K/Lw,#Ll THAN 11 1/4 DEGREES SHAH BE SECURELY TFIRUS, FLOCKED SHEET LEGEND USW, 3000 PS) (:U14C1tETE NOUFtEO AGAniST '1NDISTURBEU GkOUr1, OR APPROVED ALTEk'NAYr, HYMANTS SHALL COWFOST TO AWIWA G-502 AND SWATL 8F PREPARED BY � APPROVE BY WATER DISTRICT. t,. UPON COMf'I.E TION of INSTALLATION oN of TWATER SYSTEM, ALL UNUMBER DESCRIPTION USES SHALL BE FLASHED AND DISINNF FECTED 1N COORMANCE II WITH TUALATIN VALLEY WATER piSTRICT STANDARDS, I WATERr O LINE NSTRUC•TION SHALL COMPLY WITH REGULATIONS OF �,I ES N 1/ d��J, INC. � � 1 STATE F�ARG CW HEALTH IND Pit DEPARTMENT OF ENVIRONMENTAL QUALITY REGARDLNG THE LKATICIN AND SEPARAT" Cif WA'TR1 TITLE SHEET LJNE3 AND SANIIA"Y SEVER LII'IES. ° I, {'INST wi " AIR N POINTS AND VACUUM VALVE SHALL BE 2 SITE PLAN SIGNING & STRIPING PLAN INSTAOWE AT MCH PE 1011 C7 WIFIERE GRADE OF' PIPE RAISES 15573 SW RANGY ROAD, SUITE 300 AAQ) LOWERS ONE PIPE UTAMCTER OR MORE. ' R. (7UR9S MUST 9E IN PLACE Ptt10N TO MS1AlLN4C WATER MAINS. rINLt:SS OTIr WASE APMOW.D. 3 GRADING & cROSION CONTROL PLAN D. 1" " WANT CHANQES TO THEStC PIANS MUST BE APPRCIV D BY CITY LAKE OISWEGO OREGON 97035 (503) 9666655 � � N OF THPM AND TILE E%AWER F%OR TO IMPLEt"TATION. TfSTINcPARKING LOT GRADES & ROCKERY WALL LA I N S ews' SEWER AND SANITARY SEWER TO el: IN ACCORDAN WIACE 5 U T I L i TY PLAN & PROFILE I TH GtA15S Rk0 O3-I1. I I 2: COWTRACTOR TO ACOL1IRE ALL REOLMD PERfIITS BEFORE WORKING IN CITY F Ci AFtt) i` rIQ t�LIC RIGHT OF WAY. �� 6 DETAILS �• 4 K- Quad. ,.��� 9� -•'Q rnreci Fa►wtly The PF"MMIT NO 0 •'r W atter tc D ' . gtls 1 �•�fu'� f. � - ^ � �• .Sµ� i2 c lfi �rfN 1« :z r:, _ ,, .,, ,. �� (A/L 1.�4•+'t>�A•-J 1���1� ��14 I t oma Copy 11 News 940 310rw­­­ . . 1 11I If Iitl I I i t 1 t . ., !I1l ­77= ti.ll J!�i11i Wt' ;unLEM&"STRIP p 2O a J1 ;4 I �. 2tlid!111Ya•rNbliR.le•.w '•NY 1,YI4 YfdM,»lirWranL�r(:T. yrap •f.RM.,:r._, .••��,l.r...,.'�1�f`°i",t21�;" "°,".,..,,,...,rr n•rn. i - 1-. ..q.M.. rr.,t•r,Y'�}.11OMR',`%A,IM•MxeFlfd^!M 213 2t� 7 • r1 i p' y d 4 S {fI{{I f I I 1 I � 547JjrIN �� II OREGO M RENEWS 6/30/05 ^_ a � Lo Im INSTALL STREET LIGHT o SEE ARCHITECT VLANS FOR TYPE �� o Q ul 12- 0 c) G�- LL V) J 0) SEE LANDSCAPE PLANi= f Z FOR BUFFERU X PLANTiN10 AND AND x 12' TRASH! do RECYCLING EN 'O SURE b D c) _ - - I INSTALL 6' HIGIi FENCE W 10 GATE SEE ARCHITECT PLANS FOR FENCE 1TYPE — � J IG) AND LAYOUT OF ENCLOSURE ..�r�l"� ►� O � 0 N LANDSCAPE OUFFM -,r_ 2 0 10 0 2 G < (LAJ nCD f 1 j _ _ cn p I LANDSCAPE COMPACT PARKING STANDARD PARKING ''~" N BUFFER SPACE AISLE _ _ AISLE_ SPACE SIDEWALK � I ;. i CO#rpA�T' �ACE� _ AIT `� - . X8.000 � '�-- .r / � v � � u') rn _ J j _ -_6,--- --_-.16.`x' 14' 14' 18.5` 6' I X.S � 16 C ACE 1 �I `"`7�E .._... cn co , CTP SI of It ACT. i -- . `r Y 0 2� ( j I SI, r. c C0#1PgaT �q� I � C I JANDARD VARIES 2 Q 2.OX VA--SIS - CIPROCAL EASEMENT FOR f 8.I II g_ SIVA. },� 1 I �.5' 18. 1. ` 1RECIPROCAL EASEMENT FOR cj 1 IN SS dodSTGRM k SANITARY, AN0 PUBLIC I STp.NGARD Fi1TURE LOTUNESTORM be SANITARY, AND PUBLIC CONCRETE CUR 1 E UTILITY EASEMENT OVER �.NTIRETY iZJUSTM N SIDEWALK OE PAVED PARKING LOT APEA o UTIL.TY EASEMENT OVER ENTIRETY� OF PAVED PARKING LOT AREASTHRU LANE MARKINGS 28' PER MU 17 , CURB 16" OF 2"-0" C.A.S. I { SP�paRr � i ' � I •� I 2" OF 3/4"-0' C.A.B. I >l! , CES C� STANDARSp jl I LY 3" OF A.C. PAVEMENT, CL 'C' YM LIFiSI �.'J 8 i8a�1 ;CES 18 ! • I I SIA D I 4 PARKING 24 I SP AR 3 ``TAN 2 U Ln .n .� PARKING" LOT .� j ,:____y!__ _ �'S' C1�s SPACES D s 24 COMPACT SPACES r�TS I �1 - - ---� ._J — ____ 8„Y x 1 S• I 21 STANDARD SPACES Ln o6p I 1 I 3 CARPO0L./VANPOOL SPACES n, c• 2 VAN-ACCESSIBLE SPACES - --•_..___ 51 TOTAL PARKING SPACES I r PARKING SIGN 1 PARKING SIGN 11 UI Nor C4•ITIN I '_ � , SEE AR(;HiTEC S PLANS BICYCLE PARKING _ ��� J � j I j ` INSTALL 11MBERFORM ova� I ' CYCLOOPS FMKE: RACK ? aQ 1( �i I j 1 f 2170-5. OR APPROVED - .ARKIG_ 1 I 1 I EQUAL 2 HCI SPECS J PARKING SIGN 6.00' // W/ d•0' A ll "i = ALL PARKING LOT MARKING AND SIGNS I SHALL CONFORM TO MUTCD. SEE FOR u DETAILS. ,� � ••°b 1 PAFK;NG SIGN ) ar 8.00' n �w K M TRIANGLE ~� \ / ! VIDE WITE STRI -- _ `` ® 1.5 O.C. a 5.00 CA W TRUNCATED OOMES ------ . -- a .- SEE DETAIL.. SHEET' 6 -- —_._ _.-------- INSTALL _._ -- - • _ ___ -- -- _ _ _ � ` BICYCLE PARKING BI A i1N M I BIKE RAM 21')0-•S. OR APPROVED EQUAL 8 CL 1 ♦� I \ t z _ z - < 0. 061 / 9 BE VE ► �. t j 0 S-W J AND ROAD f I yam, I � - n' 1 • ., .—,.........•. ...'... _......—�...., -...e.... ..,.,.........M..-..... ..e „-.....— ....,..,.-... .,........ .—.—... ... ,.•.--. .... ... , —....+rr. .—... ....... . .e.......,..... . .—..ire...r ._ ''9!�!►i'1f11aM1'iPMlt�”"a.. ;. .. — p , - _. . . .. . _ ..,_ r ..,... ,..... ... .,«.. :- , �.. r i Ii• . i• i , � '3•vF y #, m'-w ..tel,. z>: I t,IT1 ,,I "I ,M I r4..11l 11 �.,f W i„ , t1 .I I } +� I 1 ,,.. .ril 1, n 1 I,Iifl. IRI ,Ifs u� l ulil{ _ Li�IAIt.FfY llTRfi' � � I � � I � �', . tpfe^rtrin 1 ` !i� 1 ! I$ 13 14 1!1 1 7 1A IA 220 2i 22 23 .24 '' 25 rdR! a'7 $® 29 3c) IN 11 M :i. Y lid.• - , .. f .5.. .. . w VOL t• r ti wy e,Yact `p l?� : 1p \ 54703 111 �1 ORECAN 9. N M. RENEWS 6/30./05 " . 0 ivj i--IER [voc� o � k D 0 o ,1 H! _�1FfR WAIL C) , ' SEE ARCt•IITEC S�PLANS U Q 'n .�.. O F.Ocy u- / f: MATERIAL DETAIL M - Bw 223.4 / ROCKERYWALLZ cr O �_ .__--- DESIGN BY OTHERS � t-- {Y W MAW 30H04 BUFFER W EI�J GH BUFFER WALL W (n Q .. 8W - 222.9 9W - 226 6 -1 Z C7 ....., ... ., t tae 4r -_- ------ TW 22A.p .. TW - 254.6 ----- ti z ; .N "`.,.. -l.i' e' s+c ger.. 20 10 G 20 2 0 0 � 20 U ��J F C ; 1C 3.79 1C 79 _ ~ti -"�=-a- .- 1 BW x22 -- ---.... - � :t Q W 3 1 I ! a r �� Tc s ss� - _..... . -�-- ._ , j �:. C i C _ .__..�..._, - _ r c� Cz � L rn �p� '4 e �_ 1 FS 22.8{1 , `TC 22 1 _ i BEGIN 6-NK;H BUFFER WALL ,,j1 I ' C c C i i ,._..�..,,,_.. o N �5 �-TC 22 S R 7 (� ; ----- cr 00 r �TC_ yj.R� ! c C f °X Bw = 221.4 C C C •� ♦ i \ t S 223.16 T f y 1 ` �, f 17x K TC 22 81' �1' TW - 227.4 _. > d Y \ �4� �� TC 122.86 FS 2 2_59 ' i; i (A O, 11 I 0 C(224_96 f � C 1 L C J i� � 1 � N FS 222.99 TC 222 36 1\ s 2z�2 C {` I C 9 C �Tf ) A. Bw 242.2 Bum ggug,RY w� I , J I C C C C � r � ■ e - r II 223.71 - "' ( M 22M3-4 I 1 Tw 7 S.o �,.�w T 4 !- ! FS 222.21 TC,_2-, 3_08 r,^. 3 Q� TC 222.84 fG' 2�4,- � 1 1 BW 224.0 `ct""�'� � 1 EiW 224.0 T'rV �• ( 1 ! 1 T 3 49 F 52?.56 I �"�� ?24 FS 223.59 1 [W 223.0 w ! o�,� Bw 25.0 F1 S 222 2 A Bw 219 6 �n-`� �^ !^' FS 222.951 TC ?.22 49 � TC 223.80 S TW 2215 ROCKERY WALL,I TW 23 ! FS 221.49 TC '2�.5 0 fN.. w , WAi L A5 o 0 I t T 25.6 ` FS 23.30 �,� BW X21.0 PER DE A#L, TW 222.9 BW 225 0 U 5.6 FS 221,#5 TC 22'..71 TC 223 :8 T `'• 1 BEC04 8' HIGH '`� 223.12 \ TC 227.55 TC 222 56 r ? 3.52 SHEET ( '); _TW 221 Q W 222.0 BUFFER WALL 1-C 4.45 Y FS 222.0:5 FS 222 29 8 F5 22�. �{ FS 232.di� ! f Bw 218.0 Bw - � { i � FS 223.02 + f a 7� bt r X23,38 ?� ' TC 223.34 f Tw 2271 � TW - 235.6 � u ! TC' 2:7. TC ?.23.80 1 TW�4' I � 1 �► ; T fS ? .88 ��t F 17 4 €S 222.64' F' -- l BW 217.1 9W 22s.0 1 ri 2 �• \ S 223 30 ri ` I 1 p �'S j ,'n 'TC 221.89 � O} 1 S � � + X c II 1 ! I ! , ' �` T'' za. 7 Lr 1 ! /.' 22f.39 T 3.4 1.5w - r , p TC 217. 6 '� j TC h f 223. 3 217. F.5 .; i� A E1r0 6' HIGH BI�FR WAIL F� _ 218. 1 4? Bw - 216.9 �J;\� '- --� _ --- r+� _ I w 22 .o Tw - 222.9 1� f _ I O06 --� Z �NQ ROCKERY WALL ••�`` V1 TW 224.5 END ROCKERY WALL M BW 217.2 TW 222.5 TW 1 1 p� C TC 214 25 I - __ BW 2220 �• P 214 2 - �_,�- F, Hir,. BkWYR WAIL UPPER R F 22.3.5 - TC 21 35 FSTC 214 TC 224.5 ENC ROCK' R, Y WALL -- R 19 :1"NG WA" FS 21 85^ f 224.04/ 3 2 4. J y TW 1 _3 TW 222.5 8 E - 2:6.5 TS I FS 223.54 22b.08 6' "GH BuFrER WAL ' ; Bw 2 4.0 Bw 222 0 I B w; - 226.5 �„� 1 ENO RETAINING WALL I TW ♦ 17 ! �i EN RCJCKERY A J TW - 232.3 «, TC 13 8G ( I FS 223!58 • 1.OX � L B E, - 212.6 BW 214.0 _ {�; B 22E 5 ! -c 213-00 `a 21.36 1.sz UPPER FF 22.3.5 B w) - 213.0 ROUTE Bw « Q - `L C 13.73 I rw - 219.6 I t _ \ !Tw 16 ` �iW___ 16.5 18W 214.0 r _ _ J . 53.23 TC 2t44tii _ �j. - BW1214.0 -. t29X F 212.32 FS 21359 T`Ar' 17. - ,' h_ 1 .55 ~ r i OW 214 �l LOWER FF 213.5 Tc � :' f 2 2_r __. l Tc �. 1�..� J ; FS 212.40 21 26 -R _11 RY WALL / RWTE !y I lw F�212.30 {; --33 I- f +�- 7+ ! 91- 188, I 1, f i 34.3J l.�% _ FF 224.5 ' Bw - 209.2 FS 211 TC I .81 F- 1 1 7. TW 212.0 [.31 5 212.14- tT^-� � ��p�E t � � I 6' ti1GH BUFFER WALL FS 212.58 - / ry�tr7 n'� \ /I NG RETAINING WALL TC 212.98 �` BEGIN 6' HIGH 9UF l _ j 1 �� Bw(w�) - 222`0 212.48 - - ' '- -'sl l _ ! J TW - 227.6 °D _ FS ¢11.78 ' (6+53.51, 30.11.3 11 ----__ _ -_` Tc Zii.3i'�- _ LOWER FF 213.5 8 � + 2210705 TC 212.77 - _ TW - 3.5N ROCKERY W va �z. � / R �IALL.-r BW - 207,5 ! �/ ��� �\/ 7+21.14. 38.46 L I) � �� ��� `•S; _ _ TW - 211.0 8W .. 214.0 t RY w !�I TC 217..60 � /� �� �' � ���/ � ! ! TIN - 216.7 8+63.59, 77.60 LT I F•5 21 .10 r Bw - 214.0 1 1 Rik"KERY WALL --��'-- _� 1 TW - 219.9 -- -N♦ �i" .` 151% 7+08.88, 41.09r.T) �` v ...., 1 < in Ci. AY �` ( w - \ 1 ��-- �"- ' BW - 211.4REMOW R W _ �• , . 1 FS 2y0.6t - -, IlN - 212.0 A ' T �. �t o u REPLACE CtN� � i�lti'TE R - __ � 61A `••.'• Z'+11.57, 41.31 LT) b c� F5 210 3K a �,� MATCH ~'�''�-� �,,,,... �_-'-=- =_ Bw � 211 4 � � _.` ,._ ...r_��... .- � o n n T � Exp WALK ...�.��� 212.0 +-8 f � @@ � z La `� MATCH f� 21F 21 _ _ �mm &-!WTIU � ROUTE -- _ o � 11 �$ G - fG'.M1 R -� \ - --- __ (1N - 21Y.0 - ROCKERY WALL � \ - 7+21.14, 38. K 1" (8+6192, 74.21' LT FS 2t1.pt -� 8W - 211.1 \ 219.8 a �yR \ 7�--a 79.46, 4 5. B W - ----- r, �. _�_ TW - 211.3 Bw - 213.Q , TW - 214.0 � .�-H! BUFFER WALL �W 214.0 . \�` (8+72.39, 74.45 LT) �� DW - 220 5 TW 228 5 37,82" LI) -_. C1 24- VADE COMMERCIAL W-WAY , UJ SAWCUT & REMO* EXM CURB. GUTTER '�.,\ � J � . .!`� _- _ -- \ \ I _ -_ V AND SVEWAIK AND CONSYWT KW DR AWAY APRONMUM REPLACE CURB 4c (A) TER \,.�, UJI2,72, I&K Ln- 46W END NEW w" & QUTTIER It Z Y �. Ro 1 `�. Z V 70 Ckl SHE f 1 - �•::, III " '.,,,,,-_._. ^ . ` .. _ . , Y, , - : -.-. Atli:. a.., .; ri.IbifM':, l r.3 � o lilq,rf 1.0 sr,! .!YI !ti! 1 wl 1111'It 1 4 1,INABL"t'Y STM ►�1 ! i R t t1 tR « to , I9� 1 (� ,,5 7 ,. a 1 �; .. +,. 26 2a"�A 2r7 3� p• a.erigro, s ' h « yr * z i �' '�rf"t r11�1em ., •ih i �T rmr d rjS1, a +. MdSfx 4s / , J r� rW - , I�;Cbl• -:��y :� a +r s5 . .1r O IN ff`fG� 54703 � L N`. i ` = r OrtEGON CLASS IB v4 1 DRAIN TO I ,D 1+31.U0, 1.00 R GRANULAR 6ACKFlLL I� �� `N M. WEEF44OLE IN CURB GRAYF2 1.12 ' ''' Id- HENers;so/o5 2.0t lF 4 PVC 3034 I a •e aye. O S - 2^00% 13.00 If B PVC 30 4I?) ,_I ,. '!e .180,00011. .� IE 223.5 OS - 42.38% - - - -- _-�--�- �•.C Q io 1b 6 20 �aQ. � � F, ra r•. GRANULAR BACKFILL r - C. 1 � � � �- � � ! ' I - i--- -- --'-.•--. ..".-• -._.... 228 -------- -------- -__- ------_- _. - - - ---- - -- C7J � � �_ � �� ..J r -- -- _ Z ci (14-16 (A, 1.00 R I ' ( � ( t h ati� g -OD (n M � O - I f . �. Nil ( N pC, 1 11) T t;RATE 221.05 ) I Y �n U, �i � 2 ,. RR ° 9, `6 P 2 � co 't V.� fl 24.26 If g 1 PVC 3034 _ I � L +2 77- 1 ANOUT !f ^ `N�+ - __-� _ _..._._ + w w Y* W �'_=4 a � � o In IE ,.. ,. „ 3 3: tad a At c�1 U - U N r) _ v O S - 24.037E I ! olz N N N N ��to I z �. �5 ,h p �- D= Z t` 1457.62 ACCESS MANHOLE o =-' .N ce f� �t�,1'� XI Tl G o�.. it, 1 cn 0 v _ rn WALL Q /A 1� TO -- I% -r�- - Q ,.Yy Ci1 lei x r 1qJ U I r. ' J I n p �� �1 t� � t N �W• d � GRAQ I - �• Z ►.< - - .- 4�• r Z +rte.%. HOLE IN CURB tL �. z N 00 N Z U M O 1 ! t.51 LF 4� PVC 3034 ( �� f 220 -- - -- -- --- ---- -- - N - --- -- - - - - - - II z.r �g z M_ . h 3 c; 1 ! ' W ___. 1 a r� to a� I <, c�ao t 8 .. a z Li lJ I + O 5 2.00 , ,' WE 1N PURB r ':� .r r- 3 zz 0. o��_'W W�mw '`� � � W V) Q - A .E ap 213.3 I ! 1.5 LF 'VQ 30 WALL ORAIN TO N v N 0 c� - - /�'+ w WI w _� Z = co •- O 2.00A I 11 WEEPHOLE�IN CUIRB `n o N i►w w W w I Xt TING L` O N ---- _ IE �. 213 4 ' 1.-9 LF 4 PVC 30.34 (� � f 212 --- - c>,RAc 212 Q uj u WALL To - OS -- ° 1 O S - 2.00>< -- --- -- w a - � _ FINISH D ----- - - V) o `' CONNECT TO FOOTING i (--- _.� �� ..Jd v W 3 1 ! IE 223.1 , to rn DRAIN. SEE 10+67. STORM MANHOLE � 1 � v�.t ' �c�5w a LL I� v O ARCHITEcrs Puns 0+ .~� I , $z GRUp ADE FL( W CONTRr MANHt2'� t� -- r~ - '- W / I I N Q Ion Ij BA,'XFI.OW PIR:VENTER .Q7, 0.0• R T _ T 2121---- - --- - ---- --------•�--- - _ - - - - - --- --- - - I ' , m 0+T9 GRATE - 211.74 I - I 1 58 LE I - IE OUT - "..0+7.74 4 PVC 3034 9.74 LF 8" PVC 3034 11Ln SAN LAT S - 7.12% f � O S 3 0.94 88.00 12.47 LF I - / 57X38" CSP ARCH S" PVC 30 4 204 - - 204 �� IE 210.7 i I.- r f?i S$.30 5TOFtM CATCH BASIN 1 _. .�, - ._.._.�.�r. -- -- - - - -- 4 _. - - � Ire i � �` •-__._ / ,�'-' --- -------- - '-- ii .� . --•- OET�EMIION RlRf:-- - -- S •• _12__ �' 'l, i3 "`\\\ , CATCH BASIN SIORMFILTER 1 DRAIN uTERAL W� ! g - 0, % X31. 4 LF 0+08 I I j 4S PVC ` I SEE DETAIL. THIS SHEET /,.• '1 BACKFt.0+PRE11EN11 r i li TO END C 8JN S QV 7 30X4 da . 4' PVC; � � + ! ; -9 � 59.50 I� C�INEC 24 TO TE S 8.494 I I tl 2Q6.1 +� 1 PVC 303 -- -- - -- ---_ -- - - C7 0+31.24 SAN MH 4" PVC 3034 4' SAN tnJ IE - 209.5 �0� 1.73. 0.0 - - ------ -- - --- ------ -----_ - --- 1 S - 3.297E 2�4 'SD3'`- - 0♦�Q - '^ s►N LAT_�„•. �"""_".�- �.,. __�� .,,� A - --- 1 - x10.7 ? I �a l �s . 72 LF J 1 I 10 PVC 3034 CSP ` S - 0,50% Al V LINE O __y- _ _ - o •� r ,� t 4 PVC 3034 ( s - 0.-i07r ! - 2.00% , -- - I SCALE: 1 " = 4' VERTICAL. a, -�.. PIS---- -- J -- ---- -� IE - 206.4 RELOCATED BY UT%JTY _-_--. - ---.--- i-------- -.--.-._______,__ _._--- - --- , CGM�'ANIES O-�OO `-- - - -- Q+:SA ♦ ♦rJ0 1 = 2 0 I I O R I Z O N T.4 L WER ,� _ =r do f�...�� / _ -- - s TO WATER MAIN -t zX ft" SA, ,� STORM LINE SCALE: I" 4' VERTICAL 1" _ 20' HORIZONTAL WEEPHOL,E IN CURB t 13.6f LF 4 PVC 3034 ------.._. s RELOCATES E)I�/4 ' OS - 2•� 9 1_:�_ GENERAL NOTES: fir., .-" --- � M A� � � IE - 212.3 -- RLINFORCING BARS WITH ;;TOHMFlLTFR 00 STORM WK - - '� � >r F �\, TiO WRIER MAIN CARTRIDGE 1.) STORMFq TER car STORMWnTER MANAGEMENT INC, PORTLAND, OREGON BW j 54Jl-41587. F / + \ MINIMUM 6 OVF'RLAP 8 OUTLET R �F 8. 11. '\� \1 1 FOP PERIMETER SLAB - PIPE STUB (STD) 3•) CAICHBASIN MUST 3F SET LEVEL , CONNECT M EX 1 STORM s WqI�.�_� MB \ �� , , ±t (GY CONTRACTOR) 7.) EXTERNAL PIPING AND COUPLINGS TO BF PROVIDED BY OTTIFRS CONTRACTOR ID VERIFY tNVERTS w, \•� - ~ f -�- -- 1.) FLD(181� CCUPUNG TU BE USED AT INLET k OUTLET. FERNcO OR :fiGINEER 11PPRovED. z BEFORE CON5TRUCTION. NOTIFY \, /g. ! 1 _ s.) PERIMETER 518 To BE PRONGED 3Y C01.'TNACTOR. � � ANY CONFLICTS, \ f `"� ,� SUBURBAN MANHOLE FRAME � BITTED I II � A - - V G.) STORMFILTSR REQUIRES REGULAR MAINTENANCE. REFER TO OPERAr1UN MID 4NNTENANCE T \ W R TRS_ -- -._ _ �--,- MAN+JAL FOR DETAH S. n� Apay n�. CO .R UNIISS �1'n� F'EC-tFiEo SEE DETAIL �j A L 7+13.67 ' W LT \ �\ RIM ELEV. •• 211.68 MAX._ DESIGN 7.) C.ATCHBI * S ORMF,LTER STRtCTURAL Sr'£C.fICATIONS: WA Fff]HMQiTCr ��. WAIF' URF'. I A -- LOAD RATING: 20,000 LB. ASSEME.Y /// �\ TOP SLAB AND MANHOLE RINGS SHALL I I A CONSfR�TtNG C/ORROSIION R SISTAM, ALL SURFACES EL PLATL z .� �� � _ -��������- -- b � UNIT WEIGHT: b3O LB. a 122.17 LT) . _ >�. / iINLET GRATTi CONNECTS TO EX MH \\ 1�- A gyEiFL,QyIJ EL 2093 F'ERIMEIER BLAB REQUIRED`vOW V' I PLUG EX 4 O MH . e MIS I - -- AND REMOVE PIPES , ,• .. _t/2" f!(ll r (S�tAw1 E STEEL) ( --'- �� n ADJUST RHI! TO GRADE -_ 7� F ABRICATEI) CORRUGATED �11 i� �� °� �► I �; GTI .V. CHAIN METAL CROSS WITH TURNOUT GATE, ) �- r �OD ?;A�ACI •- - ci g /� DIA. a 10" LJFf1kG EYE ( INLET PIPE yw� C TYP v SLACK WHEN � B �_ a � n A 1,4• 2 �� GATE IS DIJMRl ""`•� -I SOLID LID STUN (OPTIONAL) _ I � BOLT CHAIN 10 ��... -- 1 '�'� INLET GRATE Ct7NCRETE. INLET PIPE 30" MIN. OUTLET PIPE I Z06.65 206.45 i CATCHBASIN STORI►tF'1lTER - PLAN VIEW- - 1 • 'C� d o P COUPLING N ' .. -•'I FLEXIBLE COU. U t, STORM LATERALS CONNECTION TO ARCH PIPE n .a" COMPACTED GRANULAR o ARMCO - TO BE MANUFACTURED SADDLE TEE OR r� F11-1 eo- .I c ATmfxL iS 2 o J y APPROVED EQUAL ,cI� , 1' SECTION OF PIPS ATTATCHED TURNOUT GATE �.. 1 E ! `a An TO BE MADE • - ( . ._ o z . �• Y- D BAN ALLaW c PLRIMET'ER SLAB m LLI WATER TIGHT 1 _ �' , �� M ' REMOVAL � � en 3,000 PSI CONCRETE-- -, � _.,� IN PLACE NTH . iNSIUE RIM INSIDE RIM _( -/4 CONTRACTOR) PARS MASTIC; 3 MiN. ---J 4f� a RF_STRIf.TOR PLATE I z (DY CONTRACTOR) 4`-. ( ) . _ c� 2`-+" z'-�� BY CONTRACT(1Fi Q' 0121 iC �iJ1� !) 2Y41 f O INSIDE OF RIM �) _ 2' 4� o c o 61 7 MANHOLEAND BASE PER FILTER 2'-313/4" .-. NOTES; OVERFLOWN (2.3' 06 _ R4�1(1VABLE V#ATERTIGHT 1. ALL PRECAST SECTIONS SHALL f; > l WEIR CREST CIIAIINLET -r - __ / r ) i-- -VAOLE, -- MANHOLL ACCESS FROM ABOVE CONFORM TO THE REQUIREMENTS �' 3•_9" ,CUM �/ j - 0 -` OF A.S.T.M. C478. ALL s'0URE0 iN PLACE. CONCRETE SHAi.L HAVE^ I o S• OUTLET PIPE BRFFLF l -__-1 +'`•� A 28 DAV STRENGTH OF 3000 P.S1 r STUN (STD) VARIES z Q, 2" MIN 2` MIN �� 2" TO 4" SLUMP. INLET/OUTLET --- F1LTE.-t; OIAMBER CHAMBER !' f.LUUW CLEANOUT OPENING I 1.5x ORIF, ONA (MIN.) 1 5x ORIF DIA (MIN.) RF_ST?ICTOR /1- 2'-1"-- 2'-2 •-� IN OVERFLOW WEIR 3 ax r- *UR MA N-� CHAMFILTER ER 12" M IN 12" MIN INLET 5PIPE SEE PLAN . u EArx1 T1_F T NCIUT L. / 6" E- a�.�S26�Q�/ I 13" LOCATION IS CATCHRASIN STORMFILTEPr SECTION VIEW A-A CATCNBASIN -STORMFI[TEP= SECTION VIEW,--_ MAX MAIL �,,, ,�QUTL ET PIPE Mm.1�� ' N�.�T ' ` FJnWv rinTH OMF1C 0WMmilou_ LRAM. 1.150" 01 AM, t 85" � � RING ELBOW- RESTRICTOR V ELB�'.�lilli- RE`3TRICTOR 02 -` ANGLE As ►aEt:oeo To .,,, ern►I�ri..ts rul+r�f>' OF N.T,S 7S. TO MH WALL (1YP.) ".. u Ir1tM NsalM, FLOW MANHOLE rr.. It.F)N,4/r a>� aRlls vr. NTS .rw,n..r ..ir...rr I a`n'..N�#wMl/MYYI.M. •�. r•A-A ..n.r.ww.. .......-..... . ,v.. .-.... .-.....-... .-.,.,- .,. ....se..,.«.. .. .. e. sew. r.. a... I v 1 •.`..F'^W9.'MJ4MI.IIYfie...MMA"-.\•. "'w"07401, 1.I1la,li iyllliil Ri! il�lll! i illl rill AI11 illiliT! I! i 1 I I!i Ilr irf! ; 1 ! i ! � ; ' . r ,t „ ,: I .. ,.. ....•... ..• ...._.... .. ..., . .._•,.......-.,•.._ ,.,,,. ..,.., x O�!l.Il`1+ !'<l itsttl� i A t L t t% ,fit I r i •'� Owa,.!�,a, 4 `7 18 !: 14,1 �, 23 £4 2!'S .29 2 .30 24 I P X � I v�S` O PR(y�ff •- --� � -- - EXISTING DRIVEWAY 5170WAY - SAWT - MATCH WIDTH k GRADE 5' ON SEE M04 9 ROW tt2-11 . PLASTIC _ AIN N �•� •� I CURB DANT 3/1" R 60+1 EDGE AGE BLUCKOUT �_ A Tot q Artma wrtwu Y ��---- - - I -- URNHAGE BlOCN0U1 1' BAITER W/LOUPING VARIES SEE NOTE 1 DIRECTED BASE MATERIAL ( INA.•rTY-+ / RDAD 3" D. PLASTIC _ r - _ - T _ PIPE W/COUPl ROAD 1. 6` / -- 4:E NOTE ! NfF E{ q RENEWS 6/JO/0°. SEE `_Y v ]/a'-0• B.SERau p. 16" I2' 5' MIN j2X SEE NOTE 2 NOTE 3ZCOMPACTED SUBEAAUE '�p;'•u� . • I , gFg$t � -_ 4DErALK Z 0BASE ILOURSE Jo ASIDEWALK ADJACENT TO CURB ' ° �c 1-21 J 30 uAX I 6 I f 1 �- O .IU Q 10�'�WN +�fi-----) 5 AN G�W -- ��Y• APPROVAL TRW ME CTY ENGINEER. L.VOu at Q 1. FOR USE ALONG MEDI.lAl GUTTERS MAY 01 REDUCED MIH PRION Y `q JIE� a 3 w ROAD 4. CONCRETE TO HAVE A BREAK"; STRENGTH Of 5000 P.51 AT LER "t6 DAYS, iv IS, n W 1 1 1 ^ - ]. EXPANSION JOINTS'. 3/6• r M. r- o R{ I1�J 0 Q 41 • 2' Of JH'-0' BASEROCX A. TO BE PROVIDED. STREET 71< s. 7 'itGR�•jZ�O \O` N O / NOTES: 1 AT EACH POINT EE IANGERCY OF TIE CURB. - . - ! T CLrPAt I[D SUSEFApE J 2) AT EACH COLO JOINT ` .• .WE THECl OTHER LIMIT EACH END ccrnQ� A-A 3/ •) COMPACTED $a O `l NOTES F A NAXMLJY D ZO FT. S) AT EACH END NECESSARY /0 UW? SPACING 70 a5 FEET. OUTSIDE Of PIPE BELL `j E5 1. GiHNUE1E SMALL N 0100 PSI AFTER 28 DAYS. 6 SACK Wk. 51.WP RANGE 2. TRAVERSE EXPANSION MATERIAL TO DE PRE-MOLDED NM-E%TRUDED MATERIAL B. MATERIAL 10 BE PRC-MOLDUD. ASPHALT IMPREGNATED, NCM EXTRUDING. 6" X 6" 10 GA MESH Mai Z IY W MM A THICKNESS OF 1/2 RNLI SEE NOTE NO. 1 I N Q OF 1-`/2' TO 3•. MM A WNUMUY THICKNESS OF 1/2•. / \ N 1. CONTRACTION JOWiS: oE) 0 04 2. PANELS 10 BE 5 FEET LONE: 3 TRAVERSE CONTRACTION .JOINTS TO BE SPACED HOT MORE 1HAH 10 FEET APART NOTES Ld U �' ED- NTH A DEPTH LV AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. A SPACING TO BE NOT MORE MAN 15 FEET, O {AN ! EXPANSION JOINTS TO Of PACED Al SIDES O DRIVEWAY APPROACHES, S. THE DEPTH OF THE JONI Stull BE AT LEAST 1 1/2 INCHES. Q W NY 1. CONCRETE BREAKING STRENGTH TO BE !00(1 PSI AFTER 2B DAYS. 1. CONCRETE COMPRESSIVE STRENGTH SMALL BE A YINUYUY OF 7000 PSI AFTER Tel DAYS. 3 3 01 UIIUTY VAULTS, MEEICNAW RAMPS, 6 AT SPACING NOT TO EMCEED Q. RET lAFA1EIH FOUNDATION - U 5. SASE ADEN F ST OR 3/1•-0, RSR COMPACTION. BASE ROCK SMALL AI TO , 1 , 4• � N N 9. DRAINAGE ACCESS MRM]/ NEW CURBS SINAI} BE PLACED A WN. OI' ). FLET $UBEMAOE OF STREET STRUCTURE OR /' IN 11ET+M, WHICHEVER IS (REAMER. 2. CURB JOINT SHALL BE TROWELED MM A MIN 1/2' RADIUS ALONG BACK OF CURB. STABILIZATION AS NEOUMIEO M\. • A O 1 FOR SIDEWALK ADJACENT T 111E CMB BE PFFROWE AT 11E TNT TIME AS THE AND MAX, OF T FEET FROM PROPERTY LINES. / cr CURB, THE JOINT BETWEEN THEY SNAIL BEA TROaEIED JOINT NTH A WN. 1/I" RADIUS 6. DRAINAGE BLOCKOUT - 3. OAYFTFR PLASTIC PPE: ] EXPANSION ! CONTRACTION JOINTS SHALL BE 1/2" PRENOlOE'D ASPHALT IMPREGNATED � 3W[ n SKX.Wl SHALL HAVE A MWWVM THICKNESS OF 6 INCHES r MOUNTIRLE MATERIAL OR EQUAL EF ENDING FROM SlA3GRADE TO FIW51f GRADE. NOz. N Q RO(1 A. r I.D. PLASTIC RPE NTN COU JNG 0 .- J- CURB IS USED OR 1 SIDEWALK 15 INTENDED AS PRTIEW OF DRIVEWAY. B. DRANAIS ACCESS THROUGH EXISTING CURBS SHALL % CORE CALLED OR NRB /. 6' k 6' 10 CA LMSH REOURED FOR COMMERCIAL DRIVEWAYS ONLY. 1. SURFACING Of PAYED AREAS SHALL COWI.Y WIN STREET OJT STANDARD DRANNG. OT ERWSE SIUEWAIK SHALL HAVE A MINIMUM THICKNESS Of 1 INCHES. SAW CUT VERTICALLY 18' EACH SIDE OF DRAIN AND REPOUREC TO FIXL DEPTH O CURB, 2. JCNTS TO BE TACK AND SANDED. 6 GRAIN BLOCKMiiS IN CURBS SMALL BE EXTENOEO TO BACK OF SIDEWALK NTH 3• GIANT TER C. ORANAGE ACCESS, 3TR OINEW CURBS ?HALL RE PLACED A MINIMUM OF 2.0' !. SAWWT. M T SHALL TACK COATED MAIM BITIMINUS ASPHALT EYCLSIGN PLASTIC RSLOPE. . PE At 2X SLOPE. CONTRACTION DONT i0 BE RACED OVER RPF.. AND A MAXIMUM OF 3.0' TROY PR¢PERTY LINES. Q �n Nur r. acus -� w xNP TO r acus m rw r r. n1MA1 MR'<•'u a .rAAr IAPwaT rr� CANCRE TE Pr AR �" \ ,rm..m,.r1 ...� -- o.Au •..sa.WT.r. a., --.�.r srANDARD / ` aor�.N�w•A.w• y (B� Aaar r_MNIAI AOSSTN r. aOe F xtie F2 r+' STANDARD CURB wr......a ow MP. a,�, TRENCH „o ND L111 MYAl11w 9DEWAU< CURB k GUTTER A�.y, mea,yr 1�S I�t6A0. __ 20 WN�s i�w '�A� Al Im 25 m�WWw ��� woN Iw _ zb "' MANN •w -- DRIVEWA'( 4Z @ ' TCB•J.1"y Y.Ao11w BACKFlU. 80 C, �. •Nrw r �• wrr-nr bra nw m v Wllr _ m v OG Q aAr OF HIT l N N -� -- --_- --� - RAMP TEXTURE 2" RM:K CAsI TOM ORAE AL /' /' 6• _ r- �� \ I CROSSWALK �- FLUSH AHOJ ET ` 5. 1m B.O:I S I TNG ml 4 T1--ISI 45 A I 'I� / - 30 -}--- t' P.C. CONCNETE 2O7C SIT oP8`oaRbRan��Z A e 2" 3/1"-0' AGG. BASEROCK "� BN a 1 _ -� SECTION A-A I „• `- -- ---' NOTES: n PPE AS SHOWN �K I // /A rA(J�") i. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH Of ]OM P.S.i. IN IB DAYS. ON PLANS 6• O O/ /uF'R 2. CONTRACTION JDWTS SITl BE SCRIBED 3/1• DEEP AND RAW PANELS SHALL BE 15• -- J� m RE EDGED ON A SKIES 24'NM S�COARU -- - 2.Or 3. EXPANSION JOINTS SHALL 8E II2• ASPHALT IMPREGNATED MATERIAL OR ECLAT. 1. SURFACE SHALL HAVE A MEDIUM BROOM lL IEr-W,�EO''r11 p 1p IR7J L Ill GST IRIDIN "NO HU'.• SENIOR PIPE PLACE TMArATTD DOME DETECIAAL MIINRL FUTURE . SIE LOM 24' O THE "OT O THE RNP 1RMFru 0011E ONLY. _- AMANDE GMS all W-La PATTERN ONLY AS ROM M DET, RAIN COLOR v TEXTURE TJ BE SAFE/Y YOUT01. FOR CONSTRUCTION v AWYX RAPS OUTSIDE O PUBLIC RUR-Or-WW, MMP TEXTURE LY]l CATCH BAll DM WTH STATE &JIUMIG COBB Pk--R4 DFINL - PLAN VIEW NTS _ WHEELCHAiR RAMP I]IF GAIL ---- ----- - - - J'-0• SIDEWALK ADJACENT -tu CURB NTS b' PUF I_10 a---- le' CAST PEN NIO --- --- ---_..---- PLAN ---- -- ---� < 7 MX/fl rALIXf H1•-� QNI LIR[ OI . \ -- 5•-fi" - �_ VALVE BOX TOP -� nnrn ua m Lava MWf1Y IWrAa AAR mLa LOT TO BEvTT rw/AMM MW 1M Ir IN ml SERVED 5" ,7 ANRN BREAK FLANGE ^:UCWnIK rAEOdw ON T'l A n oALMW ML 10 / T-B[ N 1F01N ]]] rtlM ].. a RAIL b 1'-0" 1 1/2 4' DRAW -`\ / ONAMB NI.IIFMIE Aw�w�l wanuX xDi wN. 5 _�- PROPERTY LINE 1w TAR PAPEp (M(KSRI • ..r--.- _ -�M� JNa%AR %T now / . f •• 1.,/ 1, MI \ RIAr W TOPIARY ro tm w w1%10 �A rHDAND TOOK No aTfA PI 13 +1 6 DUCTILE IRON PPE :�R \ Tv v Pau l ] RESTRAIN ALL ,POINTS W/ ♦' - or MAW rrtll ,R AIR PPVo11u u 1'-0• j �FlELD LRM• OR EQUAL CASIIF.75 �M«^l1 a•.•+_ � � ••ter '..•• A /, Np1Et w IA, N. Uo-MAT a u 1. Lal MAY OfAAINO NL IME NWP \'L aL1aY.?BPI t li J r Ma KHOO i•.• n,P®]PIMA n r YB lY NPPa WWL M WIN IICRY.• 1 , _ Wlyl 6 / �µ� WHO lR MMA A PIPE mmw awJ M maI � W�. A. NOTES: 1 E f l 6• E£GALUG RETAINER � A PVD Al F + E- '6 GLAND (EBAA IRON) -� • NL Fw rYu M a%u mIRW T 1 Au rtDNT MA,N= NClwl. >wL Wfa m NE MA. ON g gNKRn UNE AND OT CONCRETE RCR 'J7.� :rl: la Mr N Rol-Ira aavr-) NLMpERS MARKED N WHITE r• \ 6' GATE VALVE I rWIKNR vr-A FRIT A wWmTrt A IIMMsI v6Pn+a E AUM eA A nm mioin awe.1.4 A n nA�� r� a PAINT ON FACE OF CU" SLOLK ' • r M.a1MNli Y (AFCIrt N'Y U 1 ¢-I g FLO. A M.J. - MIEN v F' PMIO � I PRPBaM 6,m0 ra NP Yuf a } m .' �-.' (SEE NOTE 1) / •r . A. __ ._ TUNrm a IAMiwt IUWI -31l y 1 Au .vn Wa L M rNum W M1' N'!,nwn nnnc ^ PLAN s SIDEWALK MATH PLANTER 2.0 L Y.J. A 6" TL : TEF. ��\ •umm. nTa LWM n n. 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