Loading...
7307 SW BEVELAND ROAD I 9 I CONSTRUCT-ION NOTES jA GENERAL 1. ALL PUBLIC IMPROVEMENTS SHALL RE CONSTRUCTED PER THE APPLICABLE SECLONS OF TNF CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS; CLEAN WATER SERVICES (CWS) RESOLUTION AND ORDERS FOR EROSION CONTROL, SANITARY AND STORM SEWER (RICO 03-11); AND TUALATIN VALLEY WATER UISTFICT SYSTEM STANDARDS. V__A� � 2. THE CONTRACTOR SH LL PERFORM All THE YW)kK SHOWt1 ON THE DRAWINGS ANC ALL IIGDENTAL WORK NECESSARY TO COMPLETE THE \ PROJECT IN T UN1iT TABLE MANNER. ALL INCIDENTAL WORK SNAIL BE INCLUDED IN THE UTAT PRICE BID FOR THE ITEMS OF WORK LISTED IN CONSTRUCTION PLANS Q THE PROPOSAL. ANY ITEM NOT LISTED IN THE PROPOSAL 15 FOR CONSIDERED INCIDENTAL 3 THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF / DARTMOUTH ST ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT At.L TIMES DURING CONSTRUCTION PHASES 4: ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) TESTED IN ACCORDANCE WITH THE SPECIFICATIONS. BY N V ACCEPTANCE OF THE CONTRACT WITH THE OWNER/DEVELOPER, THE 'y CONTRACTOR CERTIFIES THAI ALL MATERIALS UEUVERED TO THE JOB C SITE OR INCORPORATED INTO THE WORK WALL MEET OR EXCEED XN PROJECT SITE SPECIFICATIONS. ANY MATERIAL NOT CONFORMING SHALL BE REMOVED AT NO ADDITIONAL COST TO THE OWNER. rj a CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION ANU NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED FROM S ][ KEE I U ILITY BEVEIAND ST AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO BEGINNING EXCAVATION 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PFR M.U.T.C.O. STANDARDS FOR ALL CONSTRUCTION ACTIVITIES WITHIN TI,L PUBLIC RIGHT OF WAY B STREETS ANC STRUCTURAL FILLS 1. ALL TREES, BRUSH AND DEBRIS THAT CONFLICT WITH PROPOSED IMPROVEME1415 \ \ SHALL BE REMOVED AND DISPOSE^ OF BY THE CONTRA:,:uR UNLESS OTHERWISE NOTED ON THE PLANS, 2 ALL AREAS OF CONSTRUCTION SHALL. BE S•IRIPPED STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL HUMLS: STRIPPING MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR, BOTH ON-SITF AND OFF-SITE, BEVELAND OFFICE B I AS DIRECTED BY THE ENGINEER, U LDING VICINITY MAP I 3 EMBANKMENTS OR STRUCTURAL FILLS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL HE UNIFORMLY CONDITIONS TO WITHIN t2% OF OPTIMUM N T S. MOISTURE CONTENT, FILLS INTENDED TO SUPPORT STRUCTURES OR PAVEMENT SHALL BE PLACE INLIFTSNOT 10 EXCEED A" LOOSE MEASURE. TIGARD OREGON EACH UFT SHALL BE COMPACTT ED T0 92 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AAS►ITO T-IPJ COMPACTION TEST. FOR FILL IN ' PAVEMENT AREAS, THE TCP f SHALL BE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION. FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL. ALL FILL SLOPES SHALL NOT EXCEED TWO HORIZONTAL TO ONE VERTICAL NO ROCK OR cAMILAR MAP 2S--1 -01 A6, TAX LOTS 1604 & i 606 INREDUCIBLE MATERIAL MATH A MAXIMUM DIMENSION GREATER THAN 12' SHALL BE BURIED OR PLACED IN THE FILLS. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING ( CASE FILE NO. SDR2003--00016 CONSTRUCTION, THE CON IPACTOR SHALL ADVISE THE SOILS AND CIVIL ENGINEER FA THE CONDITION 1,OUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AI4D PREPAR: A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. EXISTING IMPERVIOUS AREA = 9,194 SF 4. ROCK BASE, ASPHALTIC CONCR'TE PAVEMENT, CURB AND SIDEWALK CONSTRUCTION SHALL BE AS 'HOWN ON THE TYPICAL SECTIONS AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS, N E W IMPERVIOUS AREA = 31 ,207 SF C UTILITIES S Y M S O L S L E G E N D 1. ALL PPIVATE UTILITY INSTALLATION SHALL CONFORM TO THE P('^LIC IMPERVIOUS AREA = 730 SF APrLICABLE PORTIONS OF THE CURRENT UNIFORM PLUMBING SPECIALTY CODE INCLUDING OREGON AMENDMENTS. TL 1604 IMPERVIOUS AREA = 13,924 SF PROPOSED EXISTING 2. TL 1605 IMPERVIOUS AREA = 16,553 SF SILT rENCING ALL NONMETALLIC PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE CON'aUR (10') —160-- - APPROVED MARE, (18 GAUGE, INSULATED COPPER, OR HEAVIER, IN CON OUR (10' APPROVED COLOR) INSTALLED IN THE 'TRENCH FOR LOCATING PIPE IN CON THE FUTURE, PER UNIFORM PLUMBING CODE. '- 3 ALL TRENCH EACKFILL WITHIN PAVED AREAS AND SIDEWALKS SHALL BE STREET CENTERL.NE ----- - - c� COMPACTED 3,/4 -0 CRUSHED ROCK, BENCH MARK PROPERTY LINE SANITARY SE WEN � v 4. THE CONTRACTOR SHALL NOTIFY CITY OF TIGARD'S INSPECTION SECTION 24 HOURS PRIOR TO START OF CONSTRUCTOOF. 503-639-4171). STORM SEWER WATER MAIN �y S. STORM SEWER PIPE SHALL BE OF THE SIZE NOTED ON THE PLANS. CITY OF TIGARD BM #252: SANITARY LATERAL a. STORM SEWER SERVICE LATERALS SHALL BE 4-INCH PVC AND STORM LATERAL E SHALL O INSTALLED AT 2% MINIMUM SLOPE UNLESS OTHERWISE !BRASS DISC IN CURB, S.E. CORNEt-: OF S.W. HAMPTON 5����0 PNOFf,�f SANITARY MANHOLE NOTED ON THE PLANS. MARK ALT. LATERAL ENDS WITH 2"x4" MARKER THAT IS LABELED TO INDICATE DEPTH, LATERAL PIPE STREET AND S.W. 72ND AVENUE. V� �� Eft STORM MANHOLE SHALL BE WHITE IN COLOR. 54703 b. CONCRETE STORM SEWER SHALL CONFORM TO ASTM C-14, CL 3 OR ELEV: 222.84 � STORM VALVE ASTM C-76, CL III AS NOTED ON PLANS. C. PVC STORM SFWEP SHALL CONFORM TO ASTM D-3034 AND ASTM 789 EGO FIRE HYDRANT (T-1) WITH RUBBER GASKETS: 1 Y ` + d. CORRUGATED POLYETHYLENE SHALT. BE SMOOTHED LINED, �9`'�y WA'i 2 METER BOX CONFORMING; TO AASHTO Ac M-294 ASTM D-1248, CL 'C'. 9 e. CORRUGATED ALUMINUM/SPIRAL RI6 PIPE (CAP) AND COUPLING X41 M. CAT:' i BASINBANDS SHALL CONFORM TO THE I jt'F_CIAI ;t,.,, C�. f � 1 ONE FOOT EACH SIDE I THE JOIN COUPLING BAN OF AASHTO M-196 " P :GTI )h ;'.QLIIRL.L) RENEWS 6/30/05 STR(.tl LIGHT • AND SHALL BE 1 SID MINIMUM. COUPLING BANDS SHALL OVERLAP Stat© of urr go„ Struchmal S cia't Code REQUIREMENTS JOINT ENDS TO BE "TURNED OUT", If. DUCTILE IRON PIPE SHALL BE CLASS 52, CEMENT LINED r7 1 CONFORMING TO ANSI A21,51, WITH PON TYPE JOINTS. Cor.�rete .rod ReInforchig Steel O t;olts Irl�l.ilr.d :n Concrete q. CATCH BASINS SHALL BE OF THE TYPEE SHOWN ON THE PLANS. 6. SANITARY SEWER SHALL BE OF THE SIZE NOTED ON THE PLANS. PREPARED F=OR: 0 S;rr lal MwIlent Reslsiing Concrete I 0. SANITARY SEWER SERVICE LATERALS SHALL BE 4-INCH PVC AND t, SHALL BE INSTALLED AT 2% MINIMUM SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. MARK ALL LATERAL ENDS WITH 2%4" Reirlorcfnu `>''e' Pretihesti,lq Stnul Tens; n 5 MARKER THAT IS LABELED TO INDICATE 17 DEPTH. LATERAL PIPE SHALL BE GREEN IN COLOR, DIVERSIFIED C O N STR U CT!O N E7 Struc:tui a VVw,i,, a j b. PVC SANITARY SEWERS SHALL CONFO''M TO ASTM D-3034 AND ASTM 789 (T-1) WITH RUBBER GASKETS. C. CONCRETE SANITARY SEWER SHALL CONFORM TO ASTM C-14, CL 3 O �aru_!tir, M.r� w1 WITH RUBBER GASKETS CONFORMING TO ASTM C-443. ;r 7. WATER LINE SHALL BE OF THE SIZE NOTED ON THE PLANS. 12443 SW ORCHARD STREET U f�►jirf c ,nl C som Concrete 0. DUCTILE_ IRON PIPE SHALL BE C+-ASS 52, CEMENT LINED v Insulatir�p Crr cI t+r� rill 1 CONFORMING TO ANSI A21,51, WITH PUSH-ON TYPE JOINTS, b. PVC PIPE SHALL 8E SCH 80. LAKE ���� �, OREGON 97035 (503) 293-� L2VCl rprayAT,NI'sc' Fi'0•Resir,tiveMaterials c. FITTINGS SHALL BE MECHANICAL JOINT CONFORMING TO ANSIA-21.10. 0 Pilings, Ortiled Piers and Caissons d. ALL WATER LINE SERVICES 1O BE INSTALLED BY THE WATER DISTRICT, CONTRACTOR TO COORDINATE HIS ACTIVITIES WITH TWE DISTRICT FOR INSTALLATION PRIOR TO PAVING. ' CI Shotcretel e. ALL WATER PIPE SHALL HAVE A MINIMUM 36" OF COVER MEASURED FROM FINISHED GRADE, O Special Grading, Excavation and Filling I. ALL TEES, BENDS, ELBOWS AND CHANGES IN DIRECTION OF MORE O 5meka-CCntrai 'Ty!<Terns THAN 11 1/4 DEGREES SHALL BE SECURELY 1HRLIST BLOCKED _ SHEET LEGEND USING OOO PSI CONCRETE POURED AGAINST UNDISTURBED Oth�pl lns R �x1s GROUND, OR APPROVED ALTERNATE. q HYTIRANTS SHALL CONFORM TO AWWA C-502 AND SHALL BE �` (� [.� ,/ APPROVED LE WATER INSTALL P R`PARED B`i . - >�h, h. UPON COMPLETION OF INSTALLATION OF THE WA1FR SYSTEM, Al! � + LINES SHALL BE FLUSHED AND DISINFECTED IN CONFORMA`ii.! ((]] rr NTH TUALATIN VALLEY WATER DISTRICT STANDARDS. N J M B E f� DESCRIPTION I. WATER LINE CONSTRUCTION SHALL COMPLY WITH REGULATIONS OF C�� N W INC. STATE BOARD OF HEALTH AND THE DEPARTMENT OF ENVIRONMENTAL � QUALITY REGARDING THE LOCATION AND SEPARATION OF WATER t LINES AND SANITARY SEWER LINES, TITLE SHEET j COMBINA11ON AIR RELEASE AND VACUUM VALVE SHALL BE 15573 SUV RANGY ROAD, SUITE 300 2 SITE PLAN, SIGNING & STRIPING PLAN INSTALLED AT HIGH POINTS OR WHERE GRADE OF PIPE RAISES AND LOWERS ONE PIPE DIAMETER OR MORE k. CURBS MUST BE IN PLACE PRIG^ TO INSTALLING WATER MAINS, D. APPROVALS NLESS OTiilRVWSE APPROVED. 3 GRADING & EROSION CONTROL PLAN I 1. SIGNIFICANT CHANGES TO TI/ESE PLANS MUST BE APPROVED BY CITY LAKE OSWEGO OREGON 87035 (503) 968-6654 D & OCKERY WALL PLAN OF TIGARD ANO THE ENGINEER PRIOR TO IMPLEMENTATION. TESTINGPARKING K I N V LUT GRADES S R OF STORM SEWER AND SANITARY 'SEWER TO BE IN ACCORDANCE WITH CWS'S R&O 03-11, 2. CONTRACTOR TO ACQUIRE ALL REQUIRED PERMI;S BEFORE WORKING IN 5 UTILITY PLAN & PROFILE THE PUBLIC RIGHT OF WAY. 5 DETAILS -, TEwo2r4 Q t' tt 06/15/04 51 OFF,ICE COPY LEGIBILITY STRIPCRI F �GmmO.i�m I 3 g 10 1 1 12 13 14 16 17 18 19 20 21 22 23 24 25 26 -'7 28 29 30 25X ` 1 1 GJI 9 WONI II Ior �z,�,���, �,�t�4�.�;.�a1rJa;.�1�.l�1a��1�1L! ia.�U1:11>�a.��l�ll.i�l.l�i� T4" � I � ax � Il ! ,� dl ill IL� I.I.! I F.. ..t. 1, l: ...IR k. �, �R� y.. 'iF �. MM1. :S •{ .... M 1 . , : .b 1 T .. � .. -rrp.�''- �^ i I pp INC 54703 REGO ON M• RENEWS 6/30/05 Z � ILL) ;l O I 1 INSTALL STREET LICHT o 25' FIBERQLASS POLE W/-5-' IBURY I SEE ARCHITECT PLANS FOR TYPE U o Q ' �L I oN � o x z s r Ia O -10) SEE LANDSCAPE PLAN �� i-1- Ln v = z BUFF AND ISLAND O _ -.- O c __-- 10 x 12 TRASH do RECYCLING ENC OSURE PLANTING Z cr o w INSTALL 6 HIGH FENCE W 10 GATE W c SEE ARCHITECT PLANS FOR FENCE JTYPE -i z ? G - • _ _ AND LAYOUT OF ENCLOSURE Z E OU N _I LANDSCAPE BUFFS _ _ 20 10 0 20 w V b 0 LANDSCAPE COMPACT PARKING S STANDARD PARKING I CO PAT SRACE ' 171I� rn AISLE AISLE SIDEWALK 5 --.._ --_... ""' ~— ~'� `6 � —� �� J U � � III ~' BUFF ER SPACE _ SPACE 6' 16.5' - 14' 14' 18.5' 6' I 5. I 1� C C C PA T S ACE I_ - _'_ ~�-- - - W 0 N j 18.� C G C: C ' r I cr °0 ,•5 16.�' C CTPD r S7ACE �I �I`~I- _ > � 4 Q o -- Ln z%- .5' i �OMP�CrT SRACE o VARIES 2.0% ( 2 0% VARIES RECIPROCAL EASEMENT FOR 18,� _ �►1.5' 1 1 RECIPROCAL EASEMENT FOR - `- - "'`'` IN SS do EGRESS. RIVA 28' 1g•�' I INGRESS do EGRESS PRIVATE ;, STORM do SANITARY, AND PUBUC I STANDARD FUTURE LOTUNE , I STORM & SANITARY AND PUBLIC CONCRETE UTILITY EASEMENT OVER ENTIRETY CURB TYP. ADJUS EN I UTILITY EASEMENT OVER ENTIRELY x " E SIDEWALK OF PAVED PARKING LOT AQEA OF PAVED PARKING LOT AREA ::1 c• STANDARD I I g,17' �,,, THRU LANE MARKINGS CURB 1 4 PER MUTCD 28 I 6" OF 2"-0" C.A.B. I I PER I m 1 u 2" OF 3/4--0- C.A.B. I gg I � CES , STANDARD I w I C 3" OF A.C. PAVEMENT, CL 'C' (TWO LIFTS) L?J _- 8 - 18.5 SPgCES I I I C _ 8 18.5 ► I I � � STANDAR I PARKING 4 24 r S1'ACES3 $rANDRID z .n I ;A It h I N LO 11 � � --- ---- --- _ -----__ 5 18.5 PACES g 24 COMPACT SPACES �� � !'• NTS -- 8• X 1 ,5' 1 21 STANDARD SPACES C 00 1 0 -E1. STOPI ____f. y 1 3 ^ARPOOL./VANPOOL SPACES � ..� rn - _ 2 fn SPACES / 11n, � n Typ* 51 TOTAL PARKING SPACES I 1 8.00' PARKINS SIGNARLV C, SIGN I P I HANDICAP � �� PARKING SIGN `v:A'� '-0, dad c, .-II-ad 8,x BICYCLE PARKING N BUILDING LIGHTING TYP. - I "'4 I SEE ARCHITEcrs PLANS - - _ INSTALLTIMBERFORM �•k - I + CYCLOOPS BIKE RACK r N ' 2170-5. OR APPROVED I I EQUAL / ut 2 HC SPACtS�/ �'° PARKING SIGN 9.0 Ix 18.6 o 6.00' i� l NOTE. J, W/ 6.p AG ESS�< � T ALL PARKING LOT MARKING AND SIGNS 102 SHALL CONFORM TO MUTCD. SEE FOR ( a - �, • �\` I I I DETAILS. IC ..h if 1 PARKING SIGN I cr 8.00 SSWALK MARKIN - - I , -- —_ TRIANG�.E / , ' WIDE WHITE STRI E w J / I 4 1.5' 0.C. ' UlLA 6.00 �CH61R RAMP � k.' \� W TRUNCATED DOMES �- s aCID \ SEE DETAIL, SHEET 6 - -- _ __ , -- _ BICYCLE PARKING -` INSTALL TIMBERFORM CYCLOOPS BIKE RACK 2170-5. OR -"` ---- APPROVED EQUAL Q Z a c/ 29 - - z m r i-30 S- W.� BEV-PLAND ROAD ul U) 0- al SHEET 2 LED - im ;+jl!,jl,lItlll!IIIIIIIIIII! I:tl`!il�ll•IIIiII IIi VIII !Ill 111111 " :LEGIBILITY STRI. , zi 4j ,J 1! Jtl ? 13 . 4 5 IE 1g 2: 21 2 i3 _o 3 � �0 i zl' I 111 Otl T o i 4 Cr b H'fr: .41 Ow , I e � , i :,a u,.n A- yi. .vn i . . .., t + °•, .: : ,iM. '.4.7. b,.. Ma ... .W. :AA-.:.,. ain•. : ..t, .r :7 ',__Y: MW. 4n.v6 nY, >.y {e!*k ... . ., .. .. cM.?, to ,4 .e .:ted. .l '*M.h - _ a±4t:. .. ,. ..,•. ,1.:. i`. •.! 'S*n h s .. _ ' w "*4+ti!ra ,V•Wk qtn a'p 9n°^. - t, E • .. -., 4'. .i .. .. .. .. ... : ,,. . . 'SIS` '.. .. � .. i .... � - .. .. .'Z" _. . ypyr.. '1 Y .. ... i SOON i . � 1 µl t; Y{ , I t F p. u v VAOSION CONTROL NOITAS _ �� PR \S NG I NE- I. E-1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING 54703 , CONSTRUCTION (ANY TIME OF YEAR) PER THE "EROSION PREVENTION AND SEDIMENTATION CONTROL PLANS IECHINCAL GUIDANCE MANUAL" DATED DECEMBEG 2000 AND CLEAN WATER G N SERVICES DESIGN AND CONSTRUCTION STANDARDS, R&D 03-11, CHAPTER 8. I 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) ALAN DOES NOT CONSTITUTE 9' All AN APPROVAL OF ANY OTHER PROPOSED PROJECT DESIGN FLEMENT. M 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND R[NEWS 6;101CI, MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS, I 0 4 THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONE TRUCTION, MAINTENANCE, L REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES 13 THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL Q JURISDICTION, AND VFGETATION/LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD, 5 THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY 2 FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO p DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL 1 `\ J W n BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. DITCH SURFACE WATER O AWAY FROM SLOPE FACE �CS�- \ I 1 J W 6 THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH 6 ��. `^ ` 1 I (' l p Q ALL CLEARING AND GRADING ACTIVITir AND IN SUCH A MANNER AS TO INSURE THAT 1 \ \ ) ` \ `•J N 0 O SEDIMENT AND SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, —11 LEVEL BACKSLOPE OR VIOLATE APPLICABLE WATER STANDARDS. NO ROCK SMALLER THAN: 6• HIGH BUFFER WA _ _ ``" ��. � I �-1- p O j rn 8"0 - LEVEL BACKSLOPE \ ( 1-1- I- 7. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR p r' I ) } U = Z 12"� - 2:1 BACKSLOPE � �- � r � p ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL -- - \� � _ --k O Z) C.'1 BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT �, - ` ( � \ ( I z LADEN WATER DOES NOT LEAVE THE SITE, 1 MINIMUM ROCK SIZE �\ _ r-IWOOD FENCE \' � i �,', �I IIT ! i Q Lj (/7 Q � rj i O �.I FACILITIES A DAILY Y THE CONTRACTOR AN MAINTAIN AS - ^14 _ LEVEL BACKSLOPE >l J C) 8 THE ESC ll cS SH LL BE INSPECTED 0 L B E CON COR 0 ED _/3 2:1 BACKSLOPE ': I r— Z U O r-I NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. H ---- � 1 " ter– w U 4 ` \. ��'' — ('� -� w'(OD'I FENCE j' 20,. . , 10. J 70 LLj p 0 i� I 9 RIE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM NON-WOVEN FILTER FABRIC � 1 ""' - � �z� - � _j < w � OF (NICE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. I (FIBERTEX 150 OR PRE- \ �; �' " .p ./.�.�. � •. TOP Of ;i1 OF k._ _ O Lf) O r, APPROVED EQUIVALENT) `C, C (: / �._J (-� ,C / __r- '�""- - 00 i 10. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER \ \ I \ ( � C C �"" — "�; _ > �Crf ct W r) HEIGHT, OR ONE FOOT IN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE " , - I C- I /,,J Cl �, '`t Y c EXTG. OUSE DECK 24 PINE F �j N a u� LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH 1 -O CAB ;, \ I • _ I " L_ F I E _j , SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. \ + _ � ti _ -�` C ( E TG. ON ETE R T10 I' ,,1 m _ 1 BE REMO I M r PEKFORATED DRAIN PIPE ) 11. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT 111E BF ,INNING OF CONSTRUCTION1 �' z 6 -8" TO WEEPHOLE IN CURB AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE i '� R? _� I - - ••-- -- Y -� I' `•; I REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF I ---( DEC '` c� 1 ;:; E THE PROJECT. - - -- ; , f EXTG. BUILDI `` _ -Ct)I D f � TOB REMOVED a 12: STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT �H/4 - LEVEL BACKSLOPE r ~_.� �r ��, U T; / V, G SURFACES ARE COMPLETED AND/OR VEGETATION IS kE-ESTABLISHED. LEVEL TOE SLOPE H/3 - 2: 1 BACKSLOPE ROCKERY W,4LL I ', D ' V u SHEET 4 I i .. OVER - G 1 13. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. RC._)CILI_�.�� ) W /� it �1irl1i 1 �� E`� T 1 i f ROCK R� WA 14, PLACE GRASS SEED OVER BARREN SOIL; $0/20 BLEND OF DWARF PERENNIAL RYE AND NTS l 1 f D --•� _ E SHEET 4 1 T , ! ROCKERY WALL U I CREEPING RED FESCUE, MIN. 100//ACRE. APPLY 20--10-10 FERTILIZER IN ACCORDANCE � _ ',-�,•.., „�_ T' � SE SHEET 4 l WITH SUPPLIER'S RECOMMENDATIONS. SEEDING TO TAKE PLACE PRIOR TO SEPTEMBER IST UNLESS OTHERWISE DIRECTED BY CWS OR ENGINEER. 15. IF THERE ARE EXPOSED SOLS OR SOILS NOT FULLY STABILIZED ►ROM OCTOBER 1 THROUGH APRIL 30, 111F WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT, AND SHALL IN T '� ~. ' �. T I I { y 1 6' HIGH BUFFER WALL INCLUDE A MINIMUM 2" THICK STRAW MULCH OVER ALL DISTURBED AREAS AS AN ALTERNATE - LE �,, j`� ^ r 1 1� HO i T - :' - SEE SHEET-4in TO SEEDING FOR WET WEATHER MEASURES. SEE THE EROSION PREVENTION AND �-FLOW '` t, l� 'ti"� 1 ---r__ S I iE SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. y-�--•- � "� � 16. SEDIMENT FENCE ADJACENT TO INTERIOR STREET R.O.W. TO PE INSTALLED UPON COMPLETION 6" OVERLAP OF BAGS ._ AcAcK OF STREET CONSTRUCTION, SEDIMENT FENCE ON PERIMETER OF SITE TO BE IN PLACE PRIOR ` II d I j ��-- �� I '� LL TO EXCAVATION. -`` \, \ \ I L rr. �� 6 C I !, ; i ` PLAN VIEW i ` CIM,,4`4 EXTG. DRIVEWA 17. 111E DEVELOPER SHALL REMOVE ES; MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. -r--Flow INSTALL SEDIMENT FER�E � � , '�- -. � •' W� 1EMQVED ! 18. NOTIFY CWS INSPECTION DEPARTMENT AT (503) 844-8444 24 HOURS PRIOR TO ANY WORK ON SITE. - "'PER-DETAIL• IS SHEET \ ' d ' 0 DITCH BOTTOM TYP ( `x- I ( ) � � _ XTG. DRIVEWIAY 19. WATER QUALITY FACILITY TO BE PROTECTED BY USE OF JUTE MATTING, USE 1/2 INCH OR ALKWAY SMALLER MESH JUTE MATTING IN UPPER AREAS, AND TIGHT WEA'E MATTING IN HERBACEOUS ZONE. -� TO BE E 0 L1 - �/ r R CKERY WALL } ` �� E SHE T <., �a r ` �► DITCH INLEJ 020'MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL VVI LRD HQ�ISl; I PLACE BIO-BAGS AROUND NEW INLETS _ ) AS DIRECTED, �---- \ _ \ .r �` J ` ^XTHACURB TO-BE+.,`.1 INLET a�-. uv -- _; EMOV D REMOVED r(P 0c; INLET / PWK !Cl.,. \` '7"- ''.. / I x , ` th -16— XTQ- LIGHT o% ������ o • � ;- /cx Pr SEESHEET 4 � / TO BE REMOVED 1 .,.it'd o V• • �y f • �.---- ---.Lf •��apQ.•o�•Q ■o•c CURB �-��-- �f, �� % t ' 0 R-25 MIN. .; ,a'♦�o ! '4. o -- r ��- n p �•n ,$, o.•p p e AREA DRAIN ►S w �� / _ EXTG. UTILITIES TO o CLEAN PIT RUN OR 2"-0 GRAVEL L� u .V BE RELOCATED BY SUBGRADE REINFORCEMENT " ""•0,000•. ` �_`� Iw %�\ \�\ c;- % UTILITY COM�'ANIES Lo , VA GEOTEX TILE. AS REQUESTED •• ,� NOTES; �/ / _- I A LA y � y4^ 1. ADDITIONAL MEASURES MUST BE �` /� � TO Iw Rc�O _ `EDC / E DCE OF`P q `W N T-- � � s � cro / �s Q^�A>, CATCH BASIN CONSIDERED DEPENDING ON SOIL TYPES, � • � � I ~E 0`�Rq� 2• BIOFILTER BAGS SHOULD BE STAKED WHERE '` st ; �,• EL B MIN. 7. '�" APPLICABLE USING (2) 1"x2" WOODEN --. _...... • I DEPTH �-� STAKES OR APPROVED EQUAL PER BAG. � �'�� � � W I TEMPORARY .r - SH 4 CONSTRUCTION z C�RAVEI., C,ONtiTRUCTION L,,N'fRi1N( ,I INLET PROTECTION DETAIL � � - MB � '� �� � PARKING NTS PITS �,l , Z INSTALL GONSTRUCTIf r:, FILTER USE STITCHED LOOPS ENTRANCE, PER DETAIL ' \. \ ��( o i/ ,, FILTER FABRIC MATERIAL sl 36' WIDE ROLLS FABRIC ERI OVER 2"x 2 POS'S THIS SHEET I �-` �' LIJ 0- I w 4 C) .d+ , 3' MIN. 1 , Sr \ ;.�' J `` � z o FROM '° 1 / _ Q ;w b U) TOE I �, — L, f ) T n 'p� a, I SLOPE HEIGHT Of FILL / 2, TOP OF FILL ` r�� ST � '� ��-- ��-= ai � v -��, —(2' MIN k 20' MAX.) r Z [L r0 - 10 �Tsy V STRUCTURAL FILL F F Q ey G MAXIMUM SPACING 7A�OWN ON � _ 1 �/ s: GRADING PLAN L, I �- ---7--- -_`�+-� z m W FRONT VIEW SIDE VIEW _ 1 ` (� 5 NTS N� Sa T __ --�IN _,+ \ C) 6 v ANGLE BOTH ENDS OF FILTER FABRIC NATURALSLOPE �� ( ) ` w51 FENCE TO ASSURE SOIL IS TRAPPED ��- , -_��', 0- o S- - ---__ o 10 ` + NOTES• --�� 1 , SHE E T ' 1. BURY BOTTOM OF FILTER FABRIC 6" 2' MIN. DEPTH VERTICALLY BELOW FINISHED GRADE. -1T1 1 2. 2"x 2" FIR, PINE ON STEEL 14--- 15' MIN. 1 FENCE POSTS. DOWNSLOPE KEYWAY INTERLOCKED 3. STITCHED LOOPS TO BE INS, LED ' 2"x 2" POSTS TOP VIEW DOWNHILL SIDE OF SLOPE, NOTE: WHERE THE NATURAL_ SLOPE GRADIENT IS 5HAV AND ATTACH � 4. COMPACT All AREAS OF FILTER FABRIC OR FLATTER BENCHING IS NOT PEQUIRED. FILL TRENCH. CAN NOT BE PLACED ON COMPRESSIBLE OR SIF UNSUITABLE MATERIAL. SL I)INIENT FENCt;, DI�iTAIL� STRUCTURAL FILL DE`I'_:'�IL NTS NTS LEGIBILITY STRIP ` 2 i 4 -9 e • _ � E� 9 10 I � 12 13 IR i6 I, iA ig 'IIII� A�.L�.I I � I I I I �: � b ,i I I i � � i � EVI`. II! �111u1:�J�.dJ..iL1111.1�1 i.'.IL.1,1'I1I'11 .l I(J,.J1 „l').'l l:l .IL11. .�.,, 'I'T . . I'L, !If. _ISI i o 1>�.�1.� IJI� l ►.� l T' E I � IIIIII I J, tIT II' �(„J ,llI,IJ Ii)! �+•!� .I li 1 .1 �� I ., I� LI�.�Ii„..I_I1.�, 1""Ill.l:r,!� J�J-I�,-��.LhIILL�,+JI I �, „� .;-. s• a -• <,: w .... .. � Mme#!' a�w + -. .. .. .,b.,. .., m.r>��.'w.a.. ,.r :� .-�'fib i aAr-r�.,;...,•.i't` I fes-...,. :,Yrs _w.'.,•4a�,,N. w.ntilc .a �*�, rti 'M. ., •� ii P 71 e PROf,ff V\ GINE�N fp O I, 54703 OREGON /N M RENEWS 6/30/05 V Z_ M U s mo LU - FFR WALL _ // �� �n SEE ARCHITECT'SPLANS \,J <( 10 FOR MATERIAL AND DETAIL N O U) 0J0) TW 224.0J u `- i z c� -_- BW 223.4 ROCKERY WALL I O :D c) U DESIGN BY OTHERS F- tY W , r � „ NO 6' HIGH HUFF R WA W (n Q 6' HIGH BUFFER WALL __. '� � � � BW' 222.9 W - 228.6 I -� Z T ..1� _ ,. --�-�-- �+ TW - 234.6 _ - Z l.i C) U �.....� _ TW - 228.9 -� 20 10 0 20 � �.. 1 20 10 G U W U O C-) c� c� T 4 4 TC 22379 ` _ w _ ... ~- J Q 3 . F5 213.74 74 Tt: '3.7 - _ B' 222. a=. W_ 1.+ 2 ? I� FS 22 .29 T 3 34' _ ` . I' 0 C C f 1� V L` In c}� 1 �° `4. FS 22.8+: 2 -"" �� `�-�.. .,�„t _ BEGIN 6' HIGH BUFFER WAIL ----j C [r I yl ^-. �� (n 00 1 1 1 , I I 1.oiY I�'�•. ... .. .r BW = 221.4 1 J C r C Ix -%t W T 23.6E TC 2 ,86 I i; (; (. 3 J.0 TW - 22' .4I W �, Y c T 2 49 �` SFS 2 1 4 FS 222.36 I C ( C C ` 6 u, it BW 222.2 I I I` I * w (� 1 FS 222.98 T 4 l TW 225.0 I I m '�.V 71 1 I BW 224.0 IMM2 I BW 224.0 I TW i 1 FS 222.21 TC T 49 FS ;06 T 0 TC 222.84 T 4: I 1 TW 223 0 BW 225. I FS 22 .99 222.5 T 4 ( BEGIN R K Y A T � •,� I TC 223.80 � 8W 219.6 �KERY WAU ROCKERY WALL I T 3 FS 221.99 F1'L 2 1. � n N BW 221.0 PER DETAIL, TW 222,8 'mow 11 BW 225.0 \ BEGIN 6' HIGH - TC 55 `f� T TC 222.74 8 1 1 SHEET (TYP) TW 221 0 QW .0 I A 2 .,1 2. 2, 4 �., TC 5 1 g 222 �G_U_F�F RW_ , 11 445 I ;4s fS 222.06 2.86 9 223:x- I I i BW 218.0 E: i,�i , BW = 229.6 TW 2271 TW - 235.6 2 662,22 .34 1 r� Tob, F �♦ F Tc 217.4 � FmS-Mn 4 FS TC 3.30217.1 B'.v 224.0 1 _ R I I i An� 1 'S �-TG. 7 ----. FS 22 .39 I 222. 7 T 3 I T 0.0 j i �• 6 4 �' 223. 3 T ~-- ..__ 218. 21 `► .i �! ENO ' HIGH BUFFER WAL BW 22 .0 � BW w 016.9 TW - . 22,9 I N ROCKERY WALL ( v; I I 1.5X _'"" '...^•- �I I Tw 2:4,5 y �• BW 217.2 TW 222.5 ' = BW 222.0 B 214.2 I ~~ --- 6' HIGH BUFFER WALL PPR FF 3.5 r T 14. 5 - I !,' END ROCKERY WALL -- B GIN RETAINING WALL UPPER 2 2 IT 1 ,35 t TC 224.b� TW 1 .- TW 222,5 B E - 226.5 I .85 TC 4.04 F 2 4.0 J 6' HIGH BUFFER WALL ' BW 2 4.0 Q BW 222.0 B W) - 226.5 �/ J 1 FS 223.54 'L4. 8 END RETAINING WA I TW 17. �� ' I il` I R W 1 TW - 232.5 . 1 FS 213. 9 1.0X ! TC 1 .86 t;tl ( 'zJ r BW - 212.6 8W 214.0 J ' TW 226.5 , Fs z1�,36 .4'._ [_ II Bw W) - 213.0 ROUTE I _ I BW 22. 0 TC 13.00 ;c J1� 73 I 1.5% UPPER FF 223.5 �I TW - 218.6 � I Tw 21 ,. 1 .2 Y o/ 1 BW 214,0 f TC 14, - 1.29X FS 1 FS 213.59 ��f BW 214,0 r, 0 / �•r•-� BW 214.0 LOWER FF 2131.D -y , F 1 T 1 76 I I' ``" �/ ' -- - TC 212,90 ' ( 1n FS 212.40 J :� ''' [11212.19- ;f S !I I+r 6+81.88,ROCKERY W '�� I ROUTE I 1 r / BW - 209.2 `� I ^� FF X24.5 r✓ � .r, T 1 .81 AA. F 1 .1 '11.. / TW - 2120 b �._` I F 11.5 1 O i 1 I / TC 212,6 _f_ w Y� _ I 1 •' " ----._.,_ - •-........ /`\ 6' NIGH BUFFER WALL C; TC 1 41 1 TC 213.0 1 �. �""" _ I ND RETAINING WALL < FS 2,2.58 • - ^.... - te -- ROUTE- ,r � , B E - 221 5 � 13ECIN 6' HIGH B'�FFEI� „'` I `� I N w) - 222.0 FS 11.78 1 .4 G WALL w 1 I / 1 _ _ 1W a 227,6 °D ( (6+53.51, 30.63 _! F �1. Tc :�_�_._ r LOWER FF 213.5 ! BW(W) - 207.5 212.77 _ ._.._. TW - 21 5BEGIN ROCKER A 10 LT rr' 8W - 207.5 (7+21.14, 38.46 TW - 211.0 �� ND ROCKERY w BW - 214.0 TC 212.60 TW - 216.78+63.2010.14,07.60 LT fr TW - 219.9 t Li ` 7 1 2, -- -AIAi 1.51X I (7+08.88, 41.09 LT \� -....»...,,. .. M REMOVE EXTG. DRIVEWAY EXTG. WAL - ' I BW - 211.4 R A I u v) F3 210.6+ __ TVI - 212.0 \ - - -... •_ =�..,.., . ° � C MATCH ••�--- .� - 7+11,57 41.33 LT REPLACE URB dt GUTTER --. _ _ [� EX G. WALK --•..'_.`""'~-. � �_�'_ @N - 2211.4 120 RO R +--'� �.� \` FS 210 91 MATCH _ "..'•.. -�`W - +18.88, 40.47 L �' y T EX 'u:. WALK �-..�r '. BW - 211.4 - -- �� 0 C END NEW CURB flUTTER \\ MATCH S 21221 - _ _ Iry - 212.0 - ROUTE ROCrcEkY wAL1_ _ - - < < EX G. WALK - �� T7-+21.:4, 38. T- ui 'r F5 211.91 ��� BW - 2t' 1 � ! R A �8+61 "2, 774.21 L� n• 7+79.48 46.3 T BW - '19.8 BW 2130 ` TW - . 14.0 � END 6' HIGH F@�FER WA.j.L. - -- --� _ `\ - \ 8+72.39, 74.45 LT TW - 214.0 � BW - 220 TW - 226.5 z (7+19,99, 17,02 L.1) • - --• _ _ '� LU Q CL 24 WIDE COMMERCIAL DRIVEWAY N Q J SAWCUT do REMOVE EXTG. CURB, GUTTER h (L AND SIDEWALK AND CONSTRUCT NEW DRIVEWAY APRON jZ+63.85. 18.31 LT \ - \ REMOVE EXTG. DRIVEWAY REPLACE CURB & GUTTER s4" END NEW CURB do GUTTER --� __�_ �_. cif i O 1 Q � I ✓✓ tJ W M R n SHEET c _ F T - x OF • .. ....,.......-m:.;...;.-.. .r. ... ..,,.ri:ac�...rY'!"Sr:!iw+eaW:�'iA !te.�.,wr,.,��,.K..,.,.<i,w,kd+a4�:.a+�'n�� :-.exa:ae.,.;ravNl4'^J�'S..,�i�S,�:e.ni:'h:c�,otliJd'''t.�-Y���a2tx ,:;4:,:'�ri� .,t5:a:::�#�I� i C-�.;O 1 lltl II' !13 fil IIII ill'I!!(1 till►ill IIII IIII IIII IIIIb lill�llll(0 IIII�IIIII II 111�1111laIlll�l�litI 3Illlllll1l�4ll���il .i 1111IdIlii IIIIr I7ln �lll IIII IIII IIII IIII(d!1 11 iI!2I! 1IIII II21121i11 II2II 3qu ,a.,�4, 2, �5LEGIBILITYSTRIp iOmm [n 218 7 2a �.I °I4.1N1 B SOT. 4w IaLl I Juljl wklj.l LIJIW14 PIT MI . I i - .:. ,,. ,... ,. .., '';a-«, ,. ' r' . w . •,. .:1 .#+k M.#abB4w,r.d,. .v ,,..., V ..,..55 Vi i. ^.ntl. ,.fn,^9Mw. n.. M.. 1 tl�'41.1. d+, A„R .e.a„'�/'. HdS'. .�� ��" .. .. , •. y may, y� ♦.. JM+1 M!,,pW.,1. -,•.Y .. .. .4 ..y'aMf � �.'1"�!NM > V. .. .. fi..'t�h -.. .. r ,A, _ _..:. F> tl�r E' t fI fkN I v�_ �NO PN�Nr,�ff�a 54703 - ` REG' CLASS 'B' 1Y1+J3H�11 OHN_ - - GRANULAR BACKFILL !w ��� /N9M•I , W N_.IQ--- WEEPHOLE IN CURB GRATE - 221.12 °• 2.0± LF 4' PVC 3034 !E OUT - 216.12 d W (L RENEWS 6/30/05 0 S - 2.00X 13.00 LF 8' PVG 301 4 - - _�_v_ a$ aN_ 0 V _ __ CLASS , , z - IE = 2 ' " 10 10 0 20 a w C4 GRANULAR BACKFILL wo IN 1 711 228 - -- ---- -- -- - -- - - z A+-r_ N 'E [a. J rn O ^-� CATCH i ` C l �: C .- �� ? � r N• W Mf La (1+16.00, 1.00 R C C I'. g ao ((. - � o GRATE 221.05 ( 1 m� ~�+ � � 1 �N c NSu on►, "" •r W IE OUT 216.05_.... 1+72.47 STORM CLEANOUT 1 __--- __-_ TZ t4 44`g__-. w + -t o I _ o 4`?' M j q' o / � o Q :n 1 1 1n < �N � �� .- � - 3 NN 0 A 8 N V p rn 24.26 LF 8 PVC 3034 1+63.77, .81 Q ,Y _ s 0 0 1-- N _. N O O NN a _ N z a (A 1 11CC IF. O S - 24.03% I ' z �F I m .- r' a it M ..,f� ��o',_,^ ;'� � Z,n N � ^ �• o z rn i 1+57.62 ACCESS MANHOLE 0 O 0� '� Q Z ul , to�' c� <"'--.,},N LL Ln _� --1 W � � r::: �:r'''; 1+48.70, 6.35 R m � z Q � � z W. o -1 - tiN. Z;f�<w� N: ► v n j = O I I WEEPHOIE IN CURB - o- 0 1 ca a`� : II °`° Z t N• m 1 ' 1.5 LF 4' PVC 3034 M 2 20 -- - - Y- -- -.- - ---- -- - - x v O o cy .r t ►- c� 1 �g fr O S - 2.0011 ~ gn_ r- ZV: owww �w mw "' a w 0 Q 0 ,- WE PH IN CURB v d c � z � �� ,c o z 2 � � � w w � _-, O � IE 213.3 1 1.5# LF 4 PVO 30 WALL DRAIN TO (4;4> N p c1 m w w w - Z = N 1- 0 $ - 2!OOX I I WEEPHOLE IN CURB M N m . a N 8 a! w w w � EXISTING I Z � coy � p N W N -_ - I IE 1 213'4 � O S �24007i� 3034 z o w � � � � / N 1 21 2 ! i GRADE f 21 2 Q ALL DRA �_. z 1 _ -- - -- -- -- ..I CONNECT TO FOOTING I - - _ _ , >I �! IE 223.1 . o rc ` I � i U � 3 r' a� li (n 0 DRAIN. SFE 1 0+67.00 STORM MANHOLE I - a 1 i vi a N<W w W in O N ARCHITECT'S PLEAS z� I FlNISH D LJ Deo w F�OW CONTROL MANHOLE I - --- -__ ( g w LJ GRADE' > > a. Y O lal - N Q Lf) -- DRAIN R W/ (I I J 7 A. I 1 o 6 W�u m - --- w 6 BACKFLOW PREVENTER I 0+63.0.7, 0.0' RT 212 1 0+?9 GRATE - 211.74 ! 56 !F 1z I IE OUT - 207.74 4' PVC 3034 tai 9.74 LF 8' PVC 3034 SAN LAT S - 7•'i.X ���w 0 S - 0.94% 88.00 A'1 PVC 3034 2.47 LF o + 1E 210.7 0+59.50 STORM CATCH BASIN 57X38 CSP AncH 204 204 w - __ - ~ I I o S - 1� 0076 � �' / c -w ,hg N 56 LF �,�2 0+56.86, 0.0 RT, OETENTIONIRaRE- -- 1 QRAJN LATERAL _ - 31.24 LF 0+08 1 4' PVC 3034 �� �' CATCH BASIN STORMALTER W - I S _0.5q�X 8 PVC 3034 n� BACKFLOW PREVENTER 32 LF 1 1 S - 2.00% / c`�' I SEE DETAIL, 11iIS SHEET 1 „ 0 LAT N - I 0+84 W�•l., PLATE TO ENQ_ �FHej•• S 7.4376 oG 4' PVC 3034 IE - 206.1 �i I 79 LF 59.50 LF I CONN► C . 24` TO PLATE S - 8.49% 0+31.24 SAN MN 4' FVC 3034 1 PVC 303 4- ,,4N I IE - 209.5 I 0+51.73. 0.0 R J S - 3.297r 204 _. _ S_�0.5QZ. -- 5.00 LF _-- ____- �_ I �.�.00 x 41 SAN LAT soft--�� r / 031 �! IE M 21C.7 7 0 F 24 CSP �' (A � 2 LF3034 AN LIN F c� c �, .� � I 4" I VC 3034 I 10 PVC 0.50X '^ M n i• t +- _ _ � I ; S - 2.00X �e�.�]L TIE5 O�E � SLh..E: 1' = 4' VERTICAL :"• � `� - _ ___. _ IE - 206.4 RELOCATED BY UTILITY --- _� _ __ _ _� L_ _-- ____ _. _ 1' 20' HORIZONTAL RELOCATE EX. 3/4" / f Q"t'00 0-,x-50 1+00 �♦50 U METEIZ k NNECT TO WATER MAIN MB - - EX 8" SA 5TO R M L I N SCALE: 1 = 4 VERTICAL 1 20 HORIZONTAL .. W WEEPHOLE IN CURB RELOCATE E 4' 13.6± LF 4' PVC 3034 - _ s OS - 2.00% S GENERAL NOTES: _-`--- _ _ METER do CONN_ STORMFI!-TER - 0±00 ST N ME WATER MAIN (E. - 212'1 REINFORCING BARS WITH CARTRIDGE1.) i' � E w • STORMFlLTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON 860/548-4687. MINIMUM 6 OVERLAP ti OUTLET _(7+26.98, 11.8 RT i J?o „ _ .) CATCHBASIN MUST BE SET {EVEL • W 1 MB A FOR PERIMETER SLAB a PIPE STUB (Sr))(STn) 3) EXTERNAL PIPING AND COUPLINGS TO HE PROVIDED BY On:FRS n CONNECT TO Est 18 STORK q7 f 4 (BY CONTRACTOR) CONTRACTOR TO VERIFY INVERTS S� \�R ----• 4) FLEXIBLE COUPLING TO BE USED AT INLET & OUTLET. FERNCO OR ENGINEER APPROVED. BEFORE CONSTRUCTION. NOTIFY �'fie♦ Kj a 'IQ 7 S.) PEP„MFR SLAB TO BE PROVIDED dY CONTRACTOR. t 4 5.) STOR►FILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE J ENGINEER OF ANY CONFLICTS S` SUBURBAN MANHOLE FRAME W BOLTED _ ELBOW R ST i T - =-� d MANUAL FOR DETAILS. VEER UNL�SS 0----T14E1��°.' SP ! � MAX DESIGN SEE DETAIL A 7.) CATCHBASIN STORMFILTER STRUCTURAL SPECIFICATIONS: (7+13.67 20.96' LT '� RIM ELEV, - 211.68 e ' -A H WATER SURF. �I ' A LOAD RATING: 20,000 LB. 11AnnSJ11SE^MuL FIRE r� \ TOP SLAB AND MANHOLE RINGS SHALL 8 d CONSTRUCTION. 1/4" STEEL PUT[ �+ COATING: CORROSION RESTS WNT, ALL SURFACES �» M TO 478 y d UNIT WEIGHT: CO OS 0+00 X SAN MH - I I I III GRATE: DUCTILE IRON 7+32.27 22.17 1Q - 44 PERIMETER SLAB: REQUIRED 1 CONNECT TO EX MH O " -� RF 3 p a I �, PLUG EX 4. 0 MH - �--I 1/2" BOLT (STAINLESS STEEL) a n 3 AND REMOVE PIPES =-�� - � ADJUST RIM TO GRADE FABRICATED CORRUGATED , , k' I /' 11 GALV. CHAIN METAL CROSS WITH TURNOUT GATE, LIFTING EYE (TYP) 'rA 2000 CAPA I Y •�-- oz DIA, - 10 S SLACK WHEN { 8 INLET PIPE �! \ GATE IS DOWN �v �' SOLID LID- STUB (OPTIONAL) BOLT CONCRETE.CHAIN TO INLET PIPE 30" MIN. OUTLET PIPE INLET GRATE 206.65 206.45 CATCHBASIN STORMFILTER - PLAN VIEW 21 NTL d r. - " --_- -- 3"--) 'o FLEXIBLE COUPLING a $ ARMCO / COMPACTED GRANULAR 2 p STORM LATERALS CONNECTION TO ARCH PIPE cv 'u •, f0 BE MANUFACTURED SADDLE TEE OR M L tso �, � A AL IS � � 7 APPROVED EQUAL U, a 1 8 C. - TURNOUT GATE o V SECTION OF PIPE ATTAT.HED o l l TO 8k MADE _. p Y GASKD BAND 0 ALLOW C = PERIMETER SLAB s �L WATER TIGHT 1 Z REMOVAL 3,000 PSI CONCRETE 2-/4 REINFORCING (TARS IN W i MASTICS NTH MIN. 4 N r • a• RESTRICTOR PLATE 1 E3 INSIDE 4- INSIDE 2'-4- MASTIC TO INSIDE OF RIM I �' EL LL I I . p 2 (BY CONTRACTOR) ..- • . ^•--.. .-- (BY CONTRACTOR) , Q fr I 2'-4- (A '-4" �.. V `ljou 8' MIN. . • .. 7 ,, r. .. .•: 1 . �, ' D o - ,. J MANHOLE AND BASE PER �� ~ r�- - - - �ON I o Z `Z \ �I" I' ' 2'-3 3/4" T Ste. MANHOLE AIL r n� m Y . NOTES; +N! ��-OVERFLOW CHAMBER-~`FILTR - - / �, (2.3') (-- N� 1. ALL PRECAST SECTIONS SHALL > 1 WEIR CREST INLET REMOVABLE WATERTIGHT MANHOLE ACCESS FROM ABOVE CONFORM TO THE REQUIREMENTS € r' 3'_ g• SCUM_ •-► LING FLANGE OF A.S.T,M. C478. ALL POURED F __ BAFFLE I IN PLACE CONCRETE SHALL HAVE I • L A 28 DAY STRENGTH OF 3000 N.S.I. 19 STUB(SM) PIPE V/1RIES Z m 2" MIN 2" MIN 2" TC 4" SLUMP. FILTER CHAMBER INIET/OUTLET ( ) / 1'-5" ! ELBOW i • A CHAMBER• \-CLEANOUT OPENING • W 1.5x ORIF. DIA. (MIN. 2--1 - 2-2 I �x ORIF. 0{A. (MIS ,) RESTRICTOR /!1 - IN OVERFLOW WEIR a OVERFLOW / FILTER 1Y MIN 12" MIN INLET PIPE WEIR RNOTH GOUTIER I ..EE PLAN FOR SHEET 6' LOCATION ! ■ CATCHBASIN sTORMFILTER - SECTION VIEW A-A CATCHBASIN STORMFII_TER - SEC1!ON VIEW 1 MAX MAX OUTLET PIPE _ PLATE Nh_LD PLA T •; ELBOW \--PRECAST MANHOLE:_ T1 146W MnT11 ORI I ELBOW WITH ORIFlCE RESTRICTOR 02 RING l?!nM • x.60` OIAM. = 1.85" . rn. emat,lr�nn IrN►NAcllr�srrr pf ELBOW - RESTRICTOR #1 ELBOW - RFSTIR!Cl OR #2 ANGLE AS NEEDED TO • MW �N. ZrL� Sw StormPilter N.T.S. M T.S PLAN 'J MH WALL (TYP.) ; J.3. PATVff N•. 6,392,820• s, No. a,voy.fta?. Ne, 6,Oxi,633, No. 6.624,6:6. AND OTR[9 U.S. FLOW CONTROL MANHOLE 4MD N►OREI►3N P1T1Q,T8 PRMJIN6 NTS - .-... ._ _ ,.:.•.w�wwworr ,.aa•.o-a.•Yllp ar ,Wgy�y;A+di6.waar.",.a.--,..n,...,.,. •:,,,row . .-,,..e'vCB4h.,y.rr.r,;�!'�p;:w,, ., 1. ,. e ",r.r,_M;.. _.. . .: ::,,f� IIIIIIII!�III�I'IIIIIIII�II11I1' I!!�I!II�IIIi�llll�llll�lli �llll�lll!�IlII�II!IIIIII�IIlIIIII'•`"l111111!�IIIIIIIII�IIII�'III�IIIflllll�!IIIIIIIIIIIIIIIIIIi;tI�IIIII1111�111!Illil � � l :l ,l ;lnliilliiii;ni� LEGIBILITY STRIP I'Q , I 2 I� n F 17 18 I A 20 21 22 813 C, e L ' , 10K Iy{ . ,..,. ... •,., 1; II - • 1 r 1 I I E f EXISTING DRIVEWAY - 1 SAWCUT - b470 MATCH WIDTH At GRADE --- -1- SURFAC04G {i EDGE z TOPSOIL MATCH EXISTING MATERIAL J kE CURB JOINT - I - 1� 3" 1.0. --� R/W LINE L(y 9, 2CA ------ 5' MIN SEE NOTE 5 ROW 3/4" R -�--6"-,.+ URAINAGE BLACKOUT _- -- _-- A � � OR A5 " , ,� - - 3 LO. PLASTIC 1" 6" PIPE W/COUPLING SEE NOTE 4 "IN N DIRECTED BASE MATERIAL � �( M DRAINAGE BLUCKUUi � VARIES _ 1" BATTER - UTE 3 ` - - --- . ROAD r 3" I.U. PLASTIC f ,�p -•-- • 1i 'i!! LI ii; ' ` -.- PIPE W/COUPLING ROAD i 6 1" R .• C) _ SEEN � RENEWS6/30/0', -- �. 'H1,411..I 111.:I;, w L....._,. ,o,,, ---t - __ SEE < • +� • 2" IN Tt NOTE 3 2 / r� l ° 1 5. M 2 V 2" OF 3/4•-0" 8ASEROCK °• 1G• " 1 SEE NOTE 2 - 1 ` v' c d • ! vo .d " 6" ° •° °.MAX. SIDEWALK amj n n,,PACTFD SUBGRADE c "•J. y° ° _1- -- --- - r . 1 - d d6 - 4 o U p BASF I:UURSE-r -+ 6" A r '; a s J C� O 0 �--- 24"- 6' 30' MAX 6 n SIDEWALK ADJACENT TO CURB n o I------ I---- ----- --- -I-►- - -) _ .t -L--- __---_--1_ O c, 4 • tU MIN '-- 21 j C3 "- -- 5' MIN - ROW I 1 FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR PLAN ! L) LlCD --� i 6• ~-1r" -• I APPROVAL FROM THE CITY ENGINEER. Cu L �w �ITiS I � O ir CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS• a r� OI ROAD _ W o L9 C7 3. EXPANSION JOINTS' 3/4 2X 1 �, r Y O M Il; 11 1( -11=7I1` 11; U.. T !� a a, A. TO BE PROVIDED: STREET _ - --- {J 2" OF 3/4"-0" BASERO(.k � -���-'� � � -_ Mi � N � O NOTES; 1) AT EACH POINT OF TANGENCY OF THE CURB •' . Cr r" COMPACTED S11DGFtAOE - 2) AT EACH COLD JOINT A •y ---~ 6• 6" MIN 6' MIN 1 O_ J Z 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 3) AT EACH SIDE OF INLET STRUCTURES. k. - SIDEWALK AWAY FROM CURB OF THE CURET & AT OTHER LOCATIONS AS REQUIRED TO OMIT THE SPACING 4) AT EACH END of DRIVEWAYS 2' OF AGGREGATE 6" MIN BEDDING BELOW` , -'^d T1 ? = O NOTES 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. (3/4"-0') COMPACTED OUTSIDE OF PIPE BELL C, 0, v 10 A MAXIMUM OF 20 FT. SECTION A--A Li ,v I Cy O B. MATERIAL 10 BE PRE-MOLDED• ASPHALT IMPREGNATED, NON EXiRUDING, 6" X h" 10 GA MESH M n Q 1- (Y TRAVERSE EXPANSION MATERIAL TO BE PRE NON-EXTRUDED MATERIAL SEE NOTE NO. 4 Lj I 1, CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE ? HATH A THICKNESS OF 1/2 INCH. LL• a -) Z = O (L OF 1-1/2" TO 3". WITH A MINUMUM THICKNESS OF 1/2 4 CONTRACTION JOINTS: �•/ `«•/'moi• �� - a O Ce O N 3 TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE 114AN 10 FEET APART NOTES: �� �jai\���� \i w U 0 C7 ?. PANELS TO BE 5 FEET LONG. A. SPACING TO BE NOT MORE THAN 15 FEET. / /�/ �� UI I WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA• !� W F,) B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. 1 CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI A,' IER 28 DAYS •-� a 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 4 CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. TRENCH FOUNDATION t " U LL_ (n UTILITY VAULTS, WHEELCHAIR RAMPS, k AT SPACING NOT TO EXCEED 45 FEET 5 BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE POCK SHALL BE TO STABILIZATION, AS REQUIREO l LTJ N 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1 2" RADIUS ALONG BACK OF CURB. 5 URAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN, OF FEET SUBGRADL OF STREET STRUCTURE OR 4" IN DEPTH, wHICttEVER IS GREATER. / � 00 W M 4 FOR SIDEWALK ADJACENT TO T14C CURB AND POURED AT THE SAME TIME AS THE AND MAX. OF 3 FEET rROM PROPERIY LINES. (;UkB, THE A)INi BETWEEN THEM SHALL HE A TROWELED JOIN[ WITH A MIN. 1/2" RADIUS 6 DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE- 3 EXPANSION do CONTRACTION JOINTS SHALL OF 1/'2" PREMOLDED ASPHALT IMPREGNATED 1 ' q1t `l. O MATERIAL OR EQUAL EXTENDING FROM SUBGF ADE TO FINISH GRADE. NOTE: uj N < Ln 'I SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF M0LINTA9LE A. 3" ID. PLASTIC PIPE WITH CUU,'LING. rye CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 4 6' X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. 1. SURFAC•IF,V OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING ILD OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES, SAW CUT VERTICALLY 16' EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB, 2. JOINTS TO BE TACK AND SANDED, I 6 DRAIN BLOCXOUTS IN CURBS SHALL BF EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER C. DRAINAGE ACCESS THROUGH NEW CURBS SHALT. BE PLACED A MINIMUM OF 2.0' 3. SAWICUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. _ PLASTIC PIPE AT 2% SLUPE. FCa•TRACTION JOINT TO BE PLACED OVER PIPE AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. i�• M C L -- IF•X010 N' P41 :CNE 'a �9M -` --l- NO SC.Al2 anall•[O Ih Vi/ Sl At t A••aIr4 4M ,+'J �1° NO SCALE M"not P OWNAP -- 01151N P OUL14A5 GUSIIN P DUENAS -- AO.ISTIN P. OUENAS --� AGOSTN P, DUENAS C CONCRETE EWJPHIN04 MPARO�l11 _ -- - -- ow. N„ ----- -- STANDARD - --- ---- TRENCH 01015 NO Dw[:. AKI OXIr/tIeNG otraG lYt).1 tNowl.l acro otrA»t►ttrl C � D/p1N t11»o p(rAX1aD., _- t1•VM1tX■N ut.aaly■t __ �^-- r>,„; N„ aT,nllaaol STANDARD CURB 1H•••• •�m•• CURB � GUTTER 1 on EN�aa urn a. ».r.mw I arr ttilrt. + u.»a■ »».•■, °I,oaartra °`"' " ulna.«..m•o am 1At01(I11 u Irl W1 u•■ w,#'w ac,»a�yuoa7ay"u1:t nc»o carr a/vA r W."a onam uul uAHrH tO9e DRIVEWAY Li:��f► !w•Ae 004000 JIU3 rMU4 t9De BACKFILL O n w..r, w.�r r•;r1 - fa01)�N-+f11 . w.a: ) rw rrn -_ ------ .oa.IIWl .In W . 4.? !!Mi-Nn 8O oa 1 N •1n EAP JI 19N = �J r aaa »•n SIDEWALK MARCH IND r•r Nr-hal raA ?MI rac b 1n1 r - --- +a.- 1 ta. Tal 1- rARa teN 2 0 tm a► TwA�o 2 5 mY tY tis 2 6 m, G. TlgAln CITY a� TgAlb TINAIb Aw�w r■ wNr Nwor 6alF -� ` �a Ap1o.r Dow yam, 000m&$K Oats A� ArR`].r o.■ I `+ _ _. __-__-------.---- RAMP TEXTURE t= PER DETAIL 4' ---- ------ 4' - 6' { • k' THICK CAST IRON GRATE -- - I - •_ „ I € F ,� I --+ CROSSWALK_ 1 ,-- FLUSH -- - �. I CLEAN OUT z 5, 8.0% STRIPING 4 100 I " li it• 1 �.t i•-�I I o� ° o• 0 0 a) 4 P.C. CONCRETE 1I1 �li '°o0'j?o o"°QO - �r)o g l A 2_0% I`r��- ..f . o °u`�0oovct�°�i: i 4, 2" 3/4"-0" AGC. BASEROCK o45•� � �1 SECTION A--A � D 7• 1�• _ NOTES: 0�� LI�"'L `��• -�- 6 n PIPE AS SHOWN 36 r� ��r (J� 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS: � 0 � L•y ON PLANS 6 O 2. CONTRAPTION JOINTS SHALL BE SCRIBED 4" DEEP AND RAMP PANELS SHALL BE c; r i APPROVE I 45' - 06 BE EDGED ON 4 SIDES. CO) O 1 PLATE �\ ('�- 3. EXPANSION JOINTS SHALL BE 1/Y ASPHALT IMPREGNATED MATERIAL OR EQUAL. I 24 SQUARE C8 - \ 2.0% 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH, DW'_I @ CO) O u! BITUMINUS CONED �1 C! _ - --- - TRUNCATED DOME I RAMP�r CAST IRON 'NO ouB" SEWER PIPE PUKE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE LOWCR 24" Of THE 14ROA1 OF H1 RAMP DETAIL 0 OND. ARRANGE DOMES USING IN-LINE PAiTERN ONLY AS 5HOWN IN OE1ML RIGHT COtOR OF TEXTURE I CATCH ►7+/ ( ? ` l TO Elf SAFETY YELiOW, F0: CONSTRUJION OF SIDEWALK RAMPS OUTSIDE OF PUE311f, RIGIIT-(•' WAY, 211161' TEXTURE LYNCH C,(� l l H I); S I N CHECK WITH STATE BUILDINC CODES. PAT`_RN DETAIL - PLAN VIEW NTS WHEELCHA i It ItAN4P I)EF,1 i 1 , - (t NTS s - -- 7'-0" - ---- e' PUE ----I 2 0_._ SIDEWALK, ADJACENT TO CURB --____---------------- - - ---- - --- t. ., I � 18" CAST IRON 910 PLAN - - ------_- LOCATE �� AND �� - 5 -6 ---) VALVE BOX TOP -- F'kOPEATY UNE Ga a �1 UTILITY EASEMLXT OVER LEDGE OF AT LEAST I I v d 12• IN MAOTH \ rr LOT TO JE BREAK FLANGE SIDEWALK PER DRAWING 1� Met i'. rt SERVED rmn N *j2i . /� KIKKKAR1�T111 i E:j1. u) n c.) STANDARD EAST NDN CJO z t� . •' - FRA71E ANC AS[ I -- III NON-9YiNK GROUT _ 0` ) UITAMOIO HQ IeO- APE SIZE AS SPE OILED SECURE 2X4 IN PLAf.F •• Sii r t I i > UO STANOARD MAIYIOIE AGAINSI PLUG W/ BACKFILL1 -0DRAIN ROCK \ GRADE Rn+9 TO PREVENT PLUG BLOWOFF fY r (i1 --- - PROPERTY LINE w -- TAR PAPER (MOISTURE QARJ ►1R}:' ,c!P OF "FIST st[P :A I NAX)MUM 2r FROM y 6" DUCTILE IRON PIPE .' '' '• 1 '. smut OR SANITARY ro TUP OF cAsn►to TT wAtr�i1 n±MAUEµA►DioCsco ROR vcpEt vi h / +• ♦ 4" MIN. ll..dd RESTRAIN ALL JOINTS W/ / 4'• •� _ '•i _ MrN STC. OIIAWINO NO no-SA/ST OR 1'-0" --,"FIELD LOK" OR EQUAL GASKETS- Flws►I GRADE----/// �\ � 'r NOTES: N0. t1U •t'ti• • '1 / 1. FOR NEW OONS'RLICnON NL SDE 9EY�;. AND 90E_STW4 PIPELINE -SEI fRAMR, IN HON SHRINK -- - U •)� __.�_ -_-- •••1 90NNfCTO1/5 TO e' ASn IQ•' 4rlr.! SNAIL RF W M FACTORY _ GROUT ,E •L )- -- •-^- �f1. I•• --WATFRTIONT PIPE PLUG FARW..`TED •YEr FITTINGS UNLESS OTHFNIMSE APPROVED. 2X♦ NOTES: r ITO WITII STOPS 2_ PIPE MATMAL SFIALL BE ONE OF T4E FOILOWNO I- N 3 a 6" Mc uALUG RETAINER MIN. A. PVC AS 1M-30.31 ' r GRADE RINGS (2•,4•.OR e•) PROPERTY LINE AND LOT GLAND E6AA IRON 'z V T �� MAXIMUM s2• ra All PPE SFIALL BE WAR COOED: 1 1. ALL PfCAST MANHOIf SECTIONS SNAIL CONFORM 10 ME r 0 1,. ( ) II/' ., 1�1•• 0111n FOR SANITARY � f rAIWM I REq!IRFMFNTS OF ASTM C 1111 IN NF1F1-q•tHNK giOl1T NUM13ERS MARKED IN WHITE .'.;ONCRETE PIER 6" GATE VALVE -1- "p. PROVIDE 3/4--0 FOR A N111TE FOR STIyF1e WE PPLIRS 32 t ALL p( ED N PLACE CONCRETE 511A1J. HAVE A 26 DAY ► •• •�:�-a IL OONCIFIVE ASTM C-14, CL-2 STRENum X 3000 P9. ANO SutW OF 2' TO 4'. M PAINT ON FACE OF CURB BLOCK FLG, x M.•). '' Y ' %• MINIMIIM OF e• AROUND I STANDARq fC.^.EHTAIc d l - (SEE NOTE 1) - �' V� �• LL �+'1 CtEANp1T G DUCTILE 93UN CLAD-NO ]. AIL JOINTS SNAIL BF SF AI EU MITI PRFTOIIMfD PLASTIC PL AN SIDEWALK WITH PLANTER 2 D M.J. 6" FLG. TEE ',,, r• • HEIGHT. TOTAL LEN( DF 7X4 MIN GASKETS EOUU04 AS ONFOKENT MINGSEAL To 2• RAM-NECK, OR AN �- -` -- �• LANE m /n STRIP . I MARKINGS TO FACE S1Rff APPROVED EQUAL CONFORMING 70 II DER AL SPEFJICATIOH •ei "� LOTS AS SHOMM ON APPROVED SET OF PLANS 38• M SS-900210, t 1 TR i P A T CURB ® 4 ALJ PtPF rowrTIONS TO MANHOI E SHM L BE I'1 wATERnuHr T HEIGHT GROUND- MAGNETIC g'-g" 3" MIN. 'At �~ - . a PIPE CONN of FOUR OR MORE MAI1LINES 91Au ( ) SIDEWALK ti• MIN -COLOR CODE SURFACE PIPE CONNECTIONS AND OF 4' OFF GREATER SNAIL REOUMtE A r MANHOLE STEf•P SEI �) �p 2X♦ SU CE TAPE 1n 4ANH01E AND fNANNEI DETAX 91D fN1ar;H0 HO. IOC r MANHOLE S•CnON " MAX.BREAK FLANGE ,. t ••. 3 LnT VARIABLE ':'-4' 'r1 r (GREEN-SANITARY) r>S WQUIRE A MANHOLE CONN[(T!N AND 04ANNII DL L �••• ••:� _ (WNL IF-STORM) i 7. PROVIDE A MINIMUM OF e' OF IH TACT (UNDISTURBED) \•` '6 MANHOIE WALL BETWEFV PIPE B4FAM TS AS MEASURED r• _. •" ON T14E INSIDE FACE OF nil MANHOI E. ` lot a BRE/N(xl i !Y WAIL FOR PIPE SHALL BE 2' MINIMIIM ANO (l:.`�1 �\ - i' 1' \ / %�• 4 � V •. ••�1.�' ,• \ _ IABEI MAGNETIC IAM WITH RI ACK IFTn:RINr, 4• MAXIMUM LTEM OF F•IFt WA11- r L NOiE: \ \ - - - - _ •� - GR!HRIDr SANITARY: 'CAUTION SEWER BABIED RfIDW.' - � � e. THIS MINI. I)AIITED TO MAXINIIE INTERIOR DROP OF 74' � - --e'It11NSIllY - 1. HYDRANTS 10 BE MODERN MUELLER CENTURION. A-•.42,(OR APP'D EOUAL) 6" MJ, 5 1/4" .;.' ` '•. PLACE: 'CAUTION STORM DRAIN BURIED DET OW FOR SANITARY CONNECTION ANO 1e• FOR STORM ' C a•• �3 ••. \ PLACE l a• /ROVE TOP OF PIFf AND AG V NST 2X4 1� CON&C t1:1•!. MVI) 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT OPEN LEFT WiPI THE FOLLOWING: •.• :� T 10. WAIERIWT TAMPER PROOF MANHOLE LRAME ANL COVER CUSTOMER SIDE A. Olt_ RESERVOIR �'��'+` : `-•; "• B BRONZE ACTUA110N NUT I- SIUJ BE u D R+ All EASEMENT AND OF1 STREET AREAS -- :��:" - �, 4a"MIN_ - >- C. BRONZE SEAT RING I 2.Lel PIPE - - ELEVATION -- D. WEATHER SHIELD CAP Illallel tr LSIIQ `-' R' SEE PLUMBING COOS E. SAFETY SLEEVE COUPLING I A te'- : • • �' - [' I I / ( RETxletEol 2' MIN FROM tAP of F_ w 2„ F. THREADED FlOZZLES w►TH "0" RINGS •3+t Fa +�� t NOTES: FOR DEPTH OF COVER ~~ ; + -•. � - _ 1'/1T.z�PE 119 ► PIPE To MAHFIOLE r� * �.�• `•- r(1�� slFoot>+FTNISF aAaFE1 To sFcnal 4s Lei of G. NATIONAL STANDARD THREADS 16" o , 3/4 VERTICAL NMI OF PIPE - 2. SAFETY CHAINS 1G BE REMOVED. _ 1. SURVEYOR TO INSTALL TEMP!)RARY - �" EF WYE 3. HYDRANiS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED ' I HUB AND GUARD STAKE OR a/4w-� �� � WYE HUB AND u AT L01 LINE FOR --- BY DISTRICT FIRE MARSHALL. FOR PLA81'^. P J/4'-0 �p a'r'ipaJra MINIMUM SLOPE FOR 3/4•-0 PIPS TONE _ - T ;HEFT METER INSTALLATION LO 4 HYDRANT TO BE INSTALLED TRITE AND PLUMB •9 �'�i e" PIPE - 0.010 MATERIAL AS SPECIFIED �•° • 4" PIPE - 002D ":,.'.3•.;-i:•.:.: .�.� •0' QONCaAE1E T 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 0 SUPPORT TEE PATH �' u'1 EUM DF T'--0" COMPACTED 2. INSTALLED BY CITY OF PGARD METER I BASE MAITRIAL 6. IF SUBJECT T(. VEHICLE DAMAGFD, PROTECTIVE POST TO BE PROVIDED. ANCI.E STOP 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING N0. 503 OR A5 APPROVED AEDuwo GRAVEL, • ' MINIMUM 2'0" WIDE ELEVATION ` `\ NOTE: CONCRETE ENCASE ENTIRE WYE. SECTION ANU 46 KENO IF CONCRETE PIPE �.��!}j •r,. 72 ••,t'. Vi'`'i' --,---TYPE "K" SOFT BY ENGINEER. w l ' COPPER TUBING 8 THRUST Bi OCKS SHAH. NOT BE PLACED AT HYDRANT LOCATIONS. I No !CALE Y r..e�ar ,• W SCALE % e1.KiR9F1) nMtlKat AC 1S1N P tX1f)rAE 4s t �• prgpr[a•K lE*artMFNi TMP OUENAs-- FIRE HYDRANT DOC ND � SIDE SEINER ' SIDE STORM a.ms.e / W. �G -�,.,,� STANDARD CLEANOUT �� lr',ieaTTV�at r services STANDARD MANHOLE �n% �,� tjFO„�l�■ur fta�j) ^- - riwla`atolaoo■ilii -- - ��ili �X;I Vl IMI aomnllel■nt Is clar RE'1E11 02-03 ■aw ►ern MAIRCI 199e WATER SERVic,E 2 0 -. _� .� I"'1.1•.In ca PIPELINE O>h � ra■ »n -- OtY�14MI0 ,ao aa) 4M-r>7r vNAtCl+ lone ---- - ASSEMBLY 42 -`-- RLV1S1:002-03 Dor eeos[ts•ntoelut. -- ^�-- -- REVISED O?-DI _ LTJRAWANGNO. 010 0Si9e 1NY1iMe DRAWING NO. 150 DRAWING NO. 11U y_ &"moon t.m - _ -�- w«ti»•�a �It LEGIBILITY STRIP 1 12 13 14 16 17 18 19 20 21 22 2� ?a 25 27 28 29 111 OII 91 NONi et�102 Y ,Q1aLLII,II I i t1IJ,tJ,�.l ill 111 �a��►1_I11.11.� �1.,t! fi, 1ll1, 1;1.11 Sal l �1� �ll1, ' ticl .!11+ii41,01(1 ��z yu.. r�, •,' i' .� h.. .e .• • ry n J-n -,f .Mv �Y'. /'r , rY _. yy,,., +",'.'-.W , i. w.. V n„ A.•. eVY,rf;W t f 1 1 .,?ISL. t "!rM ♦+'^M .. :.: ... .. -'t'INrt1. ., r i. • nr5• r r ,. Fe' td $1,'r,. _. s. 0.'m .. ♦ 11 011i .. ... il,111111!11 • ap .: IW.Ldyt- .. :n., -. 31r< !7M'p'KY44Cm.. _ .... i!blMe+•N.. a•rt s {. N1 d. u�+' Y A«.d. _•na.i :R.. n,.. ^e..... :.f.-k .T ks ..'Sxn"FIS. •44Xti'I. ,. •1"A dr,•1M1•')?�1'). h1aA.Y-Mi M `�VF'?+nu"IP'. 1Fk)�!+-r"'' .. ,. i ..... �' <.. . .. .. ... '9K4" .,. RhN4. : fi4., •- •,.1b 'fi, iIC1._14. :'.,, .n}I _.... .. ....... .. _