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6610 SW CARDINAL LANE P17t , 4 SITEWORK SPECIFICATIONS 02010 awe RFACE E1fPLORATION � _- A eoAs MvesNepwt report wAl ob prwpared for the site is this work. The eTh 0 Mveettgatbn repot rAl be owYabh for noise n! the Offices of the Owner. This report res obtained only for the A/E'a use M design and Is not o part of the Contract m ne m r nm W g; Documents. The repot is awnable lar Information, but le not a warranty of subsurface m N e a ease _ 0 O C N canditlana { n Sone Enghw or Independent Testing Laboratory may be retained by the Owner to "' ---__ - N '- - --�__ �- _ observe performance of work In connection with axcavoting, trenching, filling, backfilling, :? Cf�F1i 'f -_-�-' m\_I3A ' )'i _ - _ "' _ _ _- '--_+- -_ IN ABT t Atl).etmenand 90l Work: P.■odpat all work performed that dose not moot technical or design �y�]•� --�-- �•. -_ v F \`� 1�5 r '�r - ?0'9 r 1 4sob 80 I fC - Ct. m C4 writteemente, but make no deviations kom the Contract Documents without specific ..•"r- _ \'� �-�. r ___c , q""'h'• -'p ° r -' �• . -• written approval from Na A/E. ✓ l- `y. ,_ .. _ .I-- (, _ .>!--= ---__ _ KEYNOTES '---0 Z F 4 0211C a1T C FARINGAND GRUB INC ,00 - a 1I Oemdltlon: Remove all existin g -a--_ �. - .v--- - '^� �,-,y. Q' g paving, ennerets and organic material In evens shown `-- _K-_. - - - p • M X to receive walkways, driveways, paving and buildings to a depth of 6'. ;y "-•«-_ C='"` -�.h---> - g:. _ _ g - - _ . . - 1. EXTRUDED CONCRETE CURB, SEE DETAIL 1/SD4. W c r7 -9 - 2.0'1 _ - _ 2. 4' WHITE PAINT STRIPE (TIP.) s o p metalGrubban all o foreign dl stumps and ratite larger than 1-1/2' diameter. Remove all scrap a --';(- > _ �� r4 - (.tcc;ctS[.:I. _ rt xnZzz+++�*x+�sxyP�z;3��uIIs usisQss$ metal and all fore( n materials. 4, -'.{ __ 1 i y - 3. 6'--0* x 6'-0* PLANTERS (EXTRUDED CURB). Z 1 • { [ h� W _ t �� �.� �q I iLI 6 \ \ l.. '. .I 4. DISABLED PARKING STALL. SEEDETAILS3.4,5/SD4. Ur N N W Disposal: y Owner o/ daorad and demolished material by stockpiling in areas Indicated --' - - _f -- h.�I _-t '7 f� 1 \ IMIT OF WORK BOUNDARY. N h N approved by Owner a hauling away from site. -_ _.__., _. .I A 5 Z 11 _ 14_._0 \ g SPACES 105.67_ _ -___ _� •- �" . ROCK RETAINING WALL BY OTHERS. HEIGHT VARIES 2' TO 9') W • O pr Oi 6.08' 10 S g'+ B.IY __ 1 6 ( _ Excavation: EXCAVATING ) MPA SPACES 0 2, r' r 7. BIKE RACK. SEE DETAIL 10,/SD4. C N to size a Excavate for tooting, foundations, slabs, povinga, and other improvements 140 , to sizes and levels shown a required. ? 2. 4 a' �- _ p �3 B. TRANSFORMER PAD. VERIFY LOCATION/SIZE WITH UTWTY (PGE) Co i' Q w ,. 0 2.J3'T�- f/,,,ppp��� � � Cl Foundation Support; All footings to bear on firm, natural, undisturbed soil free of organic ( l ' i � �` -`°-- -- 1 LANE /2 0 4* DOW SPOUT. SEE ASCE IDECTURALSDA NS. �' / Z 300 material a on englneared 611. I J 1! � ..~�.- - .� s9,33' g .. 1 I 1 F 2 N Son Conditions: Excavate all soft, wet or Boll of unusual condition to firm, natural, - ---� - �J-- I I . _ _-N © . LANE �1 �,. I `I 5 11. SCREENED TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS Y vlC 1 undisturbed son, and backfill with epedfled fill materials. '. ._.-.� 1.0' _ � pOi t O Excel■ Fill Materials: Remove from the sfte all excavated materials not required for ii- 3 0 10 9 9 5 u' n I /f kqx ._....._1..L._ ._ w u L backfilling or other portions of the work. - -- g - -- - IQ - 2.0' to UOad CENTENNIAL BANK ' Z 1 0n25 BALl(Fl nN . NO COMPACTIONFilli (BLDG. #237) 6.0' spree: Afteapproved eubq ll m compaction bora been approved by the Geotechnical Consultant, - 2 C 1 I• ( CURB RADII aprerod apDrovad fill mat". _ _. o - �• pry' ° �Ey ,'° FF=186.0 „ I CURB S"''l,y i•9,}p`y - - ! 10' 118.50' - 1 DG 423 3a--.� �4 --- -"---- - - -- �_ � i � TYPICAL CURB RADII = 3.0' Areae beneath floor Nabs, walla, paving and foundations: Percentage o/ maximum i.� IPG *J - $ 9 a f -T-• --- tlry density to be determined by soils engineer. ( p�• qqptsm�++ /� � � 9 c ; i'f'T-dGV.1! w 4 R - 1.5' Londswpe Anne: 85X of maximum dry density. 18.0i24 ' 24.C' I - m g `-r O R = 5.0' Y � - Moleture Centenh Within 370 of optimum at time of compaction, or ore directed by ' �� ----- 16.0' I Wthe wile engin-. �:: --? 7 - e,y __e,i�' � ZBackfil Moterlola L__ _ _ •t © R = 8.0' < WO On-Sit■ Material: Use an-site material, If it can be placed, In accordance with : ■ 411 10 .Lrequirements of this specification and in accordance with the direction of the Solle -- - -- "` - - - ` ----'- -- ' I m WEngineer. .0' 8.5' 9.0 6.0 10 SPACES 0 9.0'-90,0' z2.0 3.33' 0.87 I - J Borrow Material: Selected natural fill material from on-site excavation or off-elte borrow, 1 R Imo- Y4 shall consist of the following w a blend thereof. (well-graded granular pit run, or bank-nm I. Q O sand, and/or grovel; small cobbles up to 1-1/2' In maximum size with not more than ten - m ore - QB L- percent (10x) of Maa passing through a No. 200 slew, or approved on-site excavation 3 0 4 _ '■� C W w materials. ''._ __t I F - 5 w 5 5 2 5 5 w 5 1 0 Q Bockflif lifts: Moximam 8' lifts. _ --T -- - - r- - '-- tj -- -- --- -- I W U ni Compaction standards: AASHTO T-100. -- _ ._. _ - 5 --- IA - -- 18.0' 24.0' 18.0' 18,0' 24.0' 18.0' 18,0' 24.0' fill 0.67 15.25' _ Q W 02230 AGGREGATE BFB COURSER -.-. . _.__. - . . O 10 Z we Ilk 4 _ Po ment Base Course: LJ e 6' of 1' minus size conforming to Section 703.07 of the 'Standard Specification for o FF - d State Highway Construction, Oregon 1984; having lase than 5R __-.. 9h Y 9 9 P^wing the No _,. „ '- - __ .. __. .. __ _ - JLL 6.0, _ . .. �• I ,�.r U 200 ale". Sidewalks: 4' sand or 1' minus well-grade crushed rock. Ccr Pa.kin and Maneuverin r .... i ..__ ..._ _.._-. . .._._ -_. ,_ _ •2 _�� C2510 ASPHnd TIC Cuverin RAl �.�� /l ! _ u t r.` \\(rJ� N 4478.1372 9 g: 3 2 - 1 1/2' lifts) of Oregon Slate, Clave 8, conformin 1� \ N 4643._8774 - ` g B�-I - to Section 403 of tha 'Sta of If Specifications for Highway Construction (State of Oregon),' _.._._ -..__- .1 1 _. f ` _ Work in Public Right-Of-Way. Com I with Standards of agency having I { - -- , - � 5 2 PY 9 Y 9 Jurisdiction. _ - D2618 PAVEMENT MARKIN • '�/ 1 �(.... �' .. ^._..._...3 Cleanin Sw I C - g: cep and clean surface to eliminate case material and duet. , a I•_ - r - --.-•_-,-.-_. , -. •,., ., .- , „E - , Striping, Apply 4' wide parking end directional lines where shown. Use Roddo Paint Co. _ P 9 9 Apply ___ I_ ..... �'._-_ ._._ ._._ ' No. 671, White. ` 44 Apply point with mechanical equipment to produce uniform straight edges. A I In one ---y'/ - -----r-- - - - P t' 02520 CURBS `_.,1 1�7�\ _. _- - - __..__. + � ^_I nl• O coat at menufacturer'e recommended rates. •,A, 1 -2 1 CD M Provide machine extruded curbs of types, shape and dimensions Indicated. ; ' " ._ 7 M1 1.,-- I , r"r `^•^ '!` I• 11 Concrete to be special no slump design far use in extruding machine. - _�z.-.. I._., ``•• ,`F�!' r - ;r"" - d - a._�.--..�.c-_ ==� - ..''� •' -. • -..1..� '� j,r u _^ r• -� , AREA OF WORK DATE: t JULY 16, 1994 n Provide void joints every 20•_0•. I - _ , _ .__ �__-_ . /`_. _. . a•--f;}_- spy�"- Y 7 �;iii".' : / DRAWN BY. .--, Bond curb to oerhalt with 'epoxy reals' continuously along length u curb. fBCvPrcT -� �L MAP .ti annrr.rt s Immediately upon completion of curt, spray with liquid membrane curing compound. CHECKED BY: REGON -�� Ov Find curt should be unlfomn, dense, free of sage, lumps, honaycombing, or other iper 'Crr BUSINESS _- MAP \ Irregularities. ATE , PARK I1 C _ Nm Y v '.. ?, REVISION At contractor's option, pre-extruded sections may be used of 90' comers or short lengths y� p�+ EDITION of run. k f�� XH CLOSING a _ 2� a� - I HH }�� oU I° q Curbs In Public Right-of-Way. Comply with Public Works Department having jurisdiction g pT r { S 1 c ._,. OREGON OATS. fa all aan81NG11.M In public right-o. way. !I{g6['1 `�A�� Z` / �� BUSINESS d Design: CONCRFTE FORMWORK ]• .r A � PARK I Design: Formwork design Ic the responeibnity of the Contractor. �.JJ ,L ICI= n� Structural Requirements: ACI 318, Chapter S. / �NB 1r-•�---� r tr , Dt Construction: ACI 301 and ACI 347. Jjr�]r,r�.��JItK r " ' r A rK � 15�'L-.d k» Conor-L5tran&U-IN-PLACEtCONCRETE oFa Concrete Strengthr. � PACTRUS7 Curbs, Sldawalke: Pc - 3000 psi 0 28 days. ,. _•Ee "w' T'"r�'�- BUSINESS Co Cement: '8TM C-180, 'vpa 1 c. 11 OREGON CENTER fU o nD• .-.. Maximum DI-Ieviation: 1/8' within 10' area. � Water. Potable PARK IIIS M- U SHEET Aggregaie: ASTM C-33, use of fly ash prohibited O Arf:niwtu�es: (when used) WE PLAN OD Air Entrainment: ASTM C-280, 8[ minimum al all exterior concrete. =30,0 VICINITY MAP S D 1 It Water Reducing Agent: ASTM C-494, Type A � Usa o` calcium chloride prohibited. - Submittal: :wbmlt mix deign for A/E review. OF AS RESUBMITTED FOR SITE PERMIT 7/28/941 JOB 194280 src 9/•0021 t OF4 AUG 0 91994 MICROFILMED 11 11 iii 1 ill I 1 � 1 Ili 111 1 I ' 111 1 Ili 1 1111 1 jll 1 1 f � l 1 � 1 1 l 111 I � l 11 QIMIA 4IM... CHIN �!I IN 1 ICS 1 I1 - fILTER FABRIC OVER C.B. W — GRAVEL FILTER30 0 J0 so Q -- -' 18" MIN. 1 �"��. _�. Q- o l a _.____ 4 ______.__ - cy .0 �- -�T =n 1 inch 00 tE U 0CIO LEGEND — ax CN N - - TW ]1 w CCD 4 .... ., _ tP.: I` •' IL I w TW t3W w 11 rw Tw rw TW TW L G } . .. ._... a law ew aw �aw ow 1— ' -- rw Lr) Kw • z i: ------ —_ --- -_�-- EXISTING CONTOUR Of — • rn x W C' rn Q �____� _ mac. FUTURE CONTOUR W '� m L`- �j.Ei. ..:-_ � 7 .±�czz� ��s:: �;: :; � . _ .>: . �F°�rl: :s�'irs < m o � • TR _n CATCH BASIN +'� �"- -� 1 \, 178 -- PROPOSED CONTOUR f 7 CONTRACTOR SHALL REGULARLY INSPECT _ 0 FABRIC 3ARRIER AND CLEAN OR REPLACE ��� / ej e ` `i-' � � PROPOSED SPOT ELEVATION Z tI :- o in AS NECESSARY TO MAINTAIN EFFECTIVENESS. TW = TOP OF INALL W • o rn rn CATCH BASIN SEDIMENT PROTECTION - r '88 _ RIM 185.50- 1] � - BW =- BASE OF WALL _ _ _ _ ! U C d 2 N.T.S. E-INreT J "js 1 - - ` `� '_1 ----- a - o SEDIMENT FENCE. SEE DETAIL 3/SD2 L1J m �r� -RIM 185.x0- ��, ( ` STORM DRAIN INLET PROTECTION. SEE DETAIL 2/SD2 I Z � 3 0 � - Ln --� GSL` !I �-� p W t/1 - `� .._......_ �( o m GENERAL NOTES <T Ca (D-, _t Cc OZ CENTENNIAL BANK (BLD`'' #23 ) 1, SEE SHEET SD3 FOR GENERAL NOTES. i UTU : ► FF=186.0 --- I -- I r Rr 184.60 \ M I � ,f,r,;, . � � 8g 11@x.. lll�:.�� I t BLDG 23.") , GRADING NOTES � \ • 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS _J ! 2" TO 4" :�' j � I •--� � __ _ `� INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRACES ` ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS CL QUARRY SPALLS F .. `�.,.. I T�� __ \ -----._ - - --- –_ -- •. ( � t'Y -' LJ Z l GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES [] SUBGRADE REINFORCEMENT 'i' � PROVIDE FULL 1tiIDTH i_ T � � � -�` GEOTEXTILE REQUIRED. --tet - g j } BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID Q Z O + CSF INGRESS,/EGRESS AREA i..._-. _ -, � ----- � � i�` I I �� ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF V z 18" MIN. DEPTH °w.. �51�`_-•.-• CCNCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOP, aAVED _._ l ~-� ' - - -CB i1� �� ] �� SA ��/ �8 I DRIVES AND PAVED P 'RKING AREAS AS INDICATED AND SPECIFIED HEREIN, � 2 CONSTRUCTION ENTRANCE - r f`I '$ �° LJ -- .,,_,__ ��� S _ /� � AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS � f•- � f-- 2 N.T.S. r�,rrl -- '1� � , OF SURFACING MATERIAL. Q O \ - FINISH GRAIDING: AT COMPLETION OF ,,OB AND AFTER BACKFILLING BY x ,w ��4 I OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH Z 0- Z Q �r-- 2" X 2" WOOD POST AT 4' ox., STANDARD - _ �-`�— HAVE SETTLED OR ERODED TO BRING O FINAL GRADES. OR BETTER OR EQUAL ALTERNATIVE: _`_ GRADING TOLERANCES: STEEL FENCE POSTS. 1 `� ii?7 �� c"183, >\, O FILTER FA9RIC FENCE PLACE POSTS AT 6'-0" 0/C MAX. � ""- %�- , -- •�- -.- _ --�" ---' ROUGH GRADE AT PAVED OR SAN SCAPED AREAS: t0.1 FT. U Q ----- --- ---- ' 182 - I_ �� FINISH GRADE PRiOR TO PLACINGFINAL SURFACING: 10.03 FT. W � 7 J 36" WIDE ROLLS � ----'� �`�, 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, ,AND OTHER IMPROVEMENTS TO �. — -- e 6 '�� -��r SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND — ,�_� _ . _ _ _.._ - 1 ��,. �, - - � COMPACTION OF REQUIRED BACKFILLING MATERIAL. '� FOR PROPER COMPA .� * BIOFILTEF' BAGS MAY BE �__ - -- i - -- _ T O.R.S. 757.541 THROUGH 757.571• a- USED AS AN ALTERNATE iI - � iI _ EXCAVATORS MIDST COMI'I Y WITH U TO FILTER FABRIC FENCE. yAi `��� `� _ _ EXCAVATOR S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LIiIE LOCATIONS SEE DESIGN CRITERIA/ 1 ig` .. ._..-.•�" CB +ce 72 HOURS MINIMUM) PRIOR TO START „ WORK. DAMAGE TO Of RIM 180.10- RIM 179.90 _r UTILITIES SHALL BE CORRECTED NT HE CONTRACTOR'S EXPENSE. SPECIFICATIONS FOR gyp_,.. w_-o o• _� a �p IM 179.75 0 o T TEMPORARY SEDIMENT BARRIERS (SHEET GR2) ;y 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEViCES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY, AT ANY -TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. — �I 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE _III-11 I�_i - 1�� `• � .•, a c. r• ; `�% , CONTROLLED WiTHIN THE WORK SITE AND SHALL BE SO ROUTED THAT c •`r - I-iTT�Ii!-- -_ `D r ADJACENT PRIVA-fE PROPERTY, NUBLIC PROPERTY, AND THE RECEIVING ,r ELY IM ACTED. THE CITY MAY, AT ANY TIME, ORDER C NATIVE BACKFILL - I . . � � , I SYSTEM ARE NOT ADVERSE �� (^ — CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE �-•-� ��,,�..; r._._. MiN. DRAINAGE CONTROL. N; ; f i V1�� D'JF2Y BOTTOM OF / �+ FILTER MATERIAL I 1v -.1� Q W M IN 4" X 6" TRENCH. •' t '!, R u r3-) SEDIMENT F=ENCE _ c�RADING AND EROSION CONTROL. PLAN DA t: SD2 N.T.S. L F 1'=30.0' JULY 16, ' 994 DRAWN 13 MAP 14- EROSION CONTROL NOTES: GRAVEL CONSTRUCTION ENTRANCES STORM DRAIN INLET PROTECTIOI`I TEMPORARY SEDIMENT BARRIERS CHECKED BY: 1. Cof19trJction activity to consist of rough grading, p� pOSE. QESj0_�1ES1A f��1FICAT1QN,L MAP C� 2. Total Site Area: TO REDUCE THE AMOUNT OF MUD, DIRT, ROCKS, ETC., TRANSPORTED ONTO ROADS TO PREVENT SEDIMENT FROM ENTERING STORIA DRAIN SYSTEMS PRIOR TO TO REDJCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTiON SiTE BY „ ;I'- RE"OSION Disturbed site area: PERMANENT STABILIZATION OF DISTURBED AREAS. , � SEE DETAIL 3 SHEET S02. r BY MOTOR VEHICLES OR STORM NATER RUNOFF BY CONSTRIJCTINR A STABILIZED PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT Ac REDUCING RUNOFF _ EDITION CD PAD OF GRAVEL AT ENTRANCES/EXITS TO CONSTRUCTION SITES. VELOCITIES. z _ SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH °, CLOSING 3. All trucks transporting s,�turoted e:olla from the Site CTIQ1jZWFIFRE P CTi E_AE'PlIE$ �4i`l71ILQ[��Y1rI 1;,_F'QASTI, AE'PL1E5' GQrlD1T1QNS WHERE RRACTICE AP1j,1(: CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO a T DaTL: shall be well seaiee so ti,at water seeping from the soil cannot WHERE STORM DRAiN INLETS ARE OPERATIONAL BEFORE PERMANENT STABILIZATION CHAiN-LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE t1 drain from the vehicle. If truck Ir no sealed, the loaded truck is AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL BE LEAVING THE SITE AND OF THE DISTURBED DRAINAGE AREA. DOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING WiRE. SELECTION IS �S required to remain In place until t•ie water dripping from the MOVING DIRECTLY ONTO PUBLIC ROADS, OTHEF PAVED AREAS, OR OTHER RUNOFF. THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER saturated soil has been reduced to leas than one gallon per hour APPROVED ACCESS POINTS. ADJACENT TO AND IMMEDIATELY DOWNHILL OF U I ILI i Y T'tPE CONSTRUCTION IN FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO before leaving the site. FXISTiNG PAVED AREAS WITH CATCH BASIN DRAINAGE, AT THE TUE OF SOIL STOCK PiLES. PROVIDE A MiNiMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF OF TO 120F. )?ES1GN CRIj�$IA/SI'E IFZQAIIDN ;_ AT INTERVALS AS INDICATED ON SHEET GR1 ALONG THE CONTOURS OF ALL MATERIALS TO BE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER � 4. Effective erosion control is re�auired. Erosion control devices R�lSi1j...S�SLT�j6,!`.•Pl:�(E(QATIQI' . SEDIMENT RETENTION. 3 must be inetolled and maintained meeting the D,F.O. requiremen,n, SEE DETAIL 2, SHEET SD2. LARGE DISTURBED AREAS. The City may, at any time, order corrective action and stoppage or ;SEE DETAIL 1 SHEET SD2 FOR STORM DRAIN INLET PROTECTION. CU work b accomplish effective erosion control. MATERIAL SHOULII HE 2" TO 4" QUARRY SPALLS. AT GRADE BREAKS EXCEEDING 20R AT NO TIME SHALL MORE THAN AONE-FOOT DEPTH OF S�=DIMENT BE Q BERMS MAY BE RF�QUIRED TO DIRECT DRA,NAGE TO FLOW THROUGH THE FIL,ros ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOJLD 5. Effective drains a control is r THE GRAVEL PAD SHALL BE AT AND PREVENT• BYPASSING OF THE INLETS. BE REMOVED OP, REGRADED INTO SLOPES, AND THE SEO!MENT FENCES �c�«•+�c� g required. Drainage shall be LEAST 8" THICK AND 50' 1N LENGTH WIDTH FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND: REPAIRED AND REESTABLISHED AS NEEDED. controlled within the work site ancf shall be so routed that SHALL E'f: THE FULL WIDTH OF ?I{E VEHICLE INGRESS Ac FGRIESS AREA. AT NO TIME !,HALL MORE THAN A ONE FOOT' DEPTH OF SEDIMENT BE 'SLI-OWED TO adjacent AiJI_UMUL.A11 AGAINST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. private property, i ublic property, anc the ►ecelving system ore no adversely impacted. The City may, at any time, order correclave ADDIT10f,AL GRAVEL MAY HAVE TO BE ADDED PERIODICALL`( TO MAINTAIN `-IE REMOVED ANri INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN _-J actla, and stoppage ur work to accomplish effective erosion control. PROPER FUNCTION OF THE PAD. T4E.iI7 SEDIMENT TRAPPING AND FILTERING CAPABILITY- BIOFiI_TER BAGS MAY HE USED AS AN ALTERNATE TO FiLTER FABRIC DL FENCES WHEN USED IN ACCORDANCE WITH UNIFIED SEWERAGE AGENCY > 6. Permanent erosion control at all slopes 3:1 or greutar to be by iF THE GRAVEL PAD DOES NOT i�pFgUATELY REMOVE DIRT AND MUD FROM (USA) TECHNICAL_ GUIDANCE HANDBOOK. FEBRUARY, 1994. (DETAIL 3-38). SHEET ri approved iandscape ground cover. Landscape design to be VEHICLE WHEELS SUCH THAT MULL AND DIRT TRACKING iS E`JIDENT OFF SITE, LOCATION OF SEDIMENTATION BARRIERS IS SUBJECT TO CHANGE BASED ON submitted with building site review, all other sloped areas scheduled ADDITIONAL MEASURES INUST Bl: TAKEN SUCH MEASURES MAY INCLUDE THE CONSTRUCTION SEDIMENTATION BRI GRADING .ACTIVITIES. CONTRACTOR for future to be hydroseeded with field gros9 mix. HOSING (FF WHEELS UEFORE 01CLES LEAVE THE SiTE OR OTHER CONSTRUCTION SHAM ENSURE ION SEQUENCING N TA BARRIERS ARE C PLACE DURING PERIODS SD2 TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEEL WASHING SHOULD OF FORECASTED RAIN. C BE DONE: ON THE GRAVEL, PAD, qh�p WASH WATER SHOULD DRAIN THROUGH A CO SILT-THAPPING STRUCTURE PRIOR TO LEAVING THE CONSTRUCTION SITE. (U CONTRAC"OR iS RF.SPONS113LF FOR A� MEASURES RwUiRED TO KEEP PUBLIC .A.RDINAI 0,1 rA1IO STREET!; ,^,LEAN AT NO ADDITiONAL COST TO OWNER. SIT 94-0027 2 OF 4 USE SU13GRADE REINFORCI'MEN" GEOTEXTILE UNDER GRAVEL PADS FOR ALL BUT �)r CONSTRUCTI.....ON OF A SIN(l.E F,gM1LY�UPLEX RESIDENCE ON EXST. LOTS OF' RECORD. AS RESUSMI 1 1 Ii—D FOR SITE PERMIT Z/28/94 194280 nUG 0 'J 1994 MICHORLIMED � � � II � I I � III I• I � III i I � I � I � I I � III I I � III I I � l � l I Ill ] I VIII I I � III � I I I , I � I I � liiil FUAR-• GI" 4MADE IN CHINA IN 1 cj 1 1 1 I .SO u Op t 2U _ a - - - -- 0- o o� r_ cv �Q ; f. ( IN 1'EL+"I' ) (� .._ ►� n0 Iif % ?G i y._......._. .». " «, ..... . + -• " . I inch 30 IL I J@,.., _! . ._ .. .. . .,t' _..�_�:~• .., .._ ',, _,.. «• X--RETAINING WALI. DRAIN PIPE. __ GENERAL NOTES H u^ m.. _ t i __. .. TO BE INCLUDED IN DESIGN OF .._. . C 4� T Y- ..... (, Z _... M ,,. _ � ._. ._.__.. � ._..._ ,fir. ���., . ;^•` .r• �..`.. ...... `'-� '- ...,,�•..,,,,, ..,......",.. r/.. �.,.. � .....,... .. �� _.. � ROCK WALL 9Y OTHERS CONNECT .. « p � `.-i•y• a .r... 1 . .�, �, ,, , _. ;'" �y��+ _ - , ~.. t0 PROPOSED STORM - - ` t DRAIN LINE x _.. •»- ••- t R LINE c+ 1. ALL WORK 1 Cl r OF TIGARD DRAIN I E N-SITE. ,• _ w.., - SHALL CONFORM TO TAE REQUIREMENTS IREMENTS OF THE 'O UNIFIED SEWEKAr,E AGENCY, AtvO THE CURRENT EDITION i _ • ....�::.';'��,.. ''� „��.., ( ,.' ,' ,j �''• ��•�,, ' ' ���+.....� �' �, t '`,,,,•- `t�.�a ...- ..,. _`._."."`-___--.-- .,,.. OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. rz _,� , ,`� fq � ......._. _,. {..,. ~,. r;� ";,';.; .� ..... � _ ... .. • .. 2. _ CONSTRUCTION. ,• ` •, «...__ti_ ".•.,.. �, ,._. _...'�,,.:.• ...._• ,,,, fwd .. "•c�.~ '"�:', M 4 , SEE WATER SYSTEM OYES (SHEET SD2) OR WATERLINE � O � TERMINATE BUILDINGFIRESERVICE AT 5'FFROMABUILDINGC W m o I ., ,•,.' 1 ` \ `i «...., _.y w '". ,, f .jl. , �.: f3i�� ��C? {3i i ,Z,rf:{,LTIITII:TZZ:� 1.2:�I7�2.T:2Z�P££ Z2 ` � 2 'X52.:3333�. TifTT3�55SSi .LLSC' . :S� Z . 4 - . i• COPPER SERVICE: I • �\` s, + ``� �- ms µ}}..�•. ""� - _ � =t4 ^�' `t. °"'' r, TUBING: ASTM B-88 TYPE K SOFT ANNEALED TEMPER. �, o �, 1 ` ,,g;�„ , ^M...� F * .;iy' ,� i. ._ "'k• •-»-. .__,,•r; i V �) � ., ' to 44 _ FITTINGS: WROUGHT COPPER, SOLDERED JOINTS ANSI B-16.22 z ,� O �,,,, ,5 CB - TRACER: NO. 18 BLUE INSULATED WIPE BURIFD WITH ALL NON-METALLIC PIPE. l ~ _ .• �; '� RIM 185.'i0 TEST: TEST AND/OR STERILIZE AS REQUIRED BY TIGARD WATER DEPARTMENT A.ND U,P.C. p 0 � 183.00 W t O C.� _ y _ •...• �^ M ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE TIGARD 'MATER DEPARTMENT. � pip acv 4 C8 IE 182.42 r r " � � ( `�� I "" Y.., ," " -•, IE 181.,6(8 ) IE 181.55 i 3. SANITARY SEWER MATERIALS: z ` 3 c� O ..._. i .-i _l: ♦t Ci�?! ..., I i - RiM 185.50 �--a- «- t O Q, 8' O 0.771 r "- - - -'• 1 1 0_ '„ + fi .__! IF 182.57 , , INTERIOR AND WITHIN 5 OF BUILDING: CAST IRON PIPE W . 10 V) -a I !""- `" "" "'�" ".�S t• (C 181.9? DS OTHER AREAS: PVC CONFORMING TO ASTM D-303.4. • o •• �._..._. _...._ .J,..� .._. .,..._I .......... I r DS \ O it«`- 1c; �•--• f 6" O Q 0 }f..j. .. 1% MIN. 6",ft- 1.Ox 1% MIN. CLEANOUTS EXTERIOR PAVED AREAS JOSAM �y58360 HEAVY-DUTY CAST lPON ACCESS -"� IE 182.50 SIE 182.00 BOX WITH SECURED SCORIATED COVER, ANCHORING FLANGES, AND CAST IRON CLEANOUT Q ._ c°'o o .c r -'--- ' 'j �++''�''' '-•'-- ' t ` - WITH SERRATED CUT-OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINIMUM v O CL a CENTENNIAL BANK 18 X 6 CONCRETE PAD AT GRACE. ,,r I �. ...� r ` � (BLDG. #237) IF 181.24 6• o _ _- -_ 8"o 4. STORM SEWER MATERIALS: FFA 86.D 1% MIN.N IE (8") 0.7% CB POLYVINYL CHLORIDE PIPE (PVC): ASTM D-3034 CLASS 3 ` I '" � .�` 81.04 �. ___-- RIM 184.60 IF 181.33 1.0 o IE 182-10 TRACER: NO. 18 GREEN INSULATED WIRE BURIED WITH ALL. NONMETALLIC PIPE. ' _ .•- E � IE 178.96 ELDG #'e2`36 (VERIFY) 1.OX If` ' IE- '81.82 Os CLEANOUTS (EXTERIOR PAVED AREAS): .,SAIIAi 58860 HEAVY-DUTY CAST IRON ACCESS � ;�; � " BOX WITH SECURED SCORIATED COVER, ANCHORING FLANGES, AND CAST IRON CLEANOUT -- __..., 6" 0 - 4" SS S I s O 14.0% WITH SERRATED CU -OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINIMLIM _.-....-.... . .- y J.•._............. 11% MIN. 0 4.ox 18" X 6" CONCRETE PAD AT GRADE. ( I� ! IE 180.97 (8-) ~ NA 5 GRAPIER SECTION 40 AND CHAPTER 1 SECTION '1107. PLUMBING CODE t PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM Z W IE T178. 2 z0 I FIRE DEPT. CONNECTION 4, 6, 1, CO , ® LOCATION AND SIZE TO 6 W } -- BE COORDINATED WITH CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO C.� _».... _.. SPRINKLER CONTRACTOR. COMMENCING WORK. NOTIFY F:NGINEER DISCREPANCIES, C� J Pl AGEMENT MUST BE 1w r r �;'' „ r.. ✓ �'"" CB ��- Li 1E 181.50 k WITHIN 70' OF HYDRANT. LTJ i 1 , ]. .,,� `, -r.,:. �" �»,_._�'• RIM 184,20 7 J F- LL.. E 181 70 �% E WORKING DRAWINGS ARE GENERALLY uIAGRAYMATIC, THEY DO NOT ' : "'• �� �, N' 'n -- INSTA STD. FIRE T, UiRED FOR INSTALLATION IN THE - ••-•-_..,.,. SHOW EVERY OFF BEND OR ELBOW RE O 5.8% N HYDRANT ASSEM31_Y SE L Q o SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT •'' "" - -� �-- --" PIECE SECTION JOINT OR FITTING REQUIRED TO I COMPLETE THE PROJECT. ` ... ...,.....,_-.. _._.J c� FDC I e+ •-` ' `�J f /\/ ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH Z OG i ....;4 8" SS 01.0% `- ...?,�_.r,.w._aI -.... - �r 6 S.S, STUB r I IN THE FIELD BEFORE yEG[IdNING CONSTRUCTION. Z O 4 LF O 1.OX I .._._ _ io � UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION � 0 a -- N -- -- - - -- PLUG AND MARK / 4" Ss o 1.o7t 4 ss O 1.ox 4" ss o 1.a% SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING,CONNECT TO EXISTING" ....--�.,�.-- .��..�0..�... Co 4-INST L_L ._- - �-IE 176.76 U IE 177.65 1 WM IF 177.23 1 ` PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH - - S.S. STUB 8" CO CO 6" D.I. O 1 0% LIE 175.06 " / tO (10 ) ; IF 172.27 -" ___ - (10-)_ .Y COTWD) - t0') _ '� JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY Z �" VERIFY LOCA ION//DpEPTH CONSTRUCT SS MH 8 "" ... ___..". �.::: : ec�- a __ =-�•�••R- - =_ - 10" O 4.40x ENGI'JEER IF THERE ARE ANY DISCREPANCIES. U .� PRIOR TO CONSTRUCTION � RIM �3G.80 f M- 8 D.T. O 0.5% 10 D.1 b 0.77r � A-41. 1.�,.•-; ,, r1 ,•, f IE IN 172.54 4' S SD 4 ...:... ...:::„ _,..:. ":'::"« . 1 --- --- 6" D.L ._ `60 DD R.._r .¢ _. • �Q �•' )) 1. lE IN 172.04 (6 STUB E) � - IE 177.92(8") 0 1.07: MI 0 1.0 ► �I �� 1 8. EXISTING TOPOGRAPHIC INFORMATION IS FROM DAVID EVANS & ASSOCIATES U ,~ �' �` IE OUT 172.44 _.... ,: . ............ _._..._......... _. TOPOGRAPHIC SURVEY. Ce 1 arc I . ......K,� r" CB RIM 179.96 Ica F 18 2.40 REM 179,75 CONNECT TO EXIST. / �• IE ,78.00 LEGEND . 10 STM. L - �E 176.32 S 10�) ; INSTALL 8" MJ x 8" FLG. TEE-,' VERIFY LOCATION/DEPTH ,' r•''' .. r' I ,, AND 6 G. x 6" MJ GATE PRIOR TO CONSTRUCTION VALVE W THRUST BLOCK EXISTING STORM LINE : _ INSTALL p x a EXISTING WATER LINE '�", I O" 2" .w.. .. ' .«y".w„wn•k YOt"M.we.Y>....,a[t e{".s.tM_", Y.•nM.....•�e•[�" , �'`' .w... �y," ''\' ,I + ',� r 1p..... SlT1 ..,........ EXISTING SANITARY SEWER Ii �� 1 ° L MJ T TEE ~_ °t .._.cst;.. I ........ _, .............� ...... ; __.. ., ,i . AFL ..._E__ l ,j l fes' .� _�,..m... .. PROPOSED PERF. STORM PIPE W } w ' .......... PROPOSED STORM LINE ��+J _._ � ,.,......, __... ....... ,,,� ..... ,..,..., �...... ......_ .... r.. � ._...... w__ � . . � ,� �I t^• � �-_ �� ��� P R - - t .` �;1� �,_ � ",.....,,,,..,� � �/ `�:�,. .. �� �A�```�,. .. �r �'�:; _.....« .r''� .. .,,. ..�...,. .... .,..,•• . ..... .w„, �, :, !j i ,'�� .�_..._�..__ P R O P O � WATER LINE , f ,e• �, 1 .��' ., I �� � SED I 1 1 P SANITARY SEWERt 7- PROPOS SANITA �°•CD 1*4 O : t I �-- � ;'� tg �` ..f` �1: .....:... .:w t , a -; �. ,� !! 1" .; PROPOSED FIRE HYDRANT tt+ �v t(`O i � t � .,, fa :`, `..t_..., ^ . . >3•Y• �'(1 �;, r(. r.' ,.,..•,..._ .,' !� �1 �� I•.» ._... " �. FDC PR IRE PT. CONNECTION 1 s.l•..i PROPOSED F DE C J i . I I, ` 1 \, ,J• '^n. L ,/' .b r M .' ,.f J , ! i1 ' M .� ..._.. : r.•MY,41F.1.'. .«."n_......, ` �, . ' f ® PROPOSED CATCH BASIN DATE inCO PROPOSED A LY _.__ ._ �...:. .. JU 1 1 4 _ SED E NOUT UTILITY PLAN ® PROPOSED WATER METER DRAWN �3Y: WATER SYSTEM NOTES: 1"=30.0' -�- ------------ ---- MAP WATER SYSTEM COSTS `t CHECKED BY: 1. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR 10 BEGINNING c -- _ MAP � CONSTRUCTION ON WATER LINES, AND TO RECEIVE A CITY OF TIGARD WATER DEPARTMENT COTWD 12. ALL SANITARY SEWER LINES W[-i�iIPJ 1O f�Et<T LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN ;HALL C Cu CONSTRUCTION APPROVAL ON CONSTRUCTION PLANS. (COTWD) BE ENCASED IN A REINFORCED CUNCRETE JACKET 6 THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES EffilMER'S COST ESTIMATE N �^~ RE��SION STAMPOF THE CROSSING. WHERE CROSSINGS ARF: t4r CESSARY, THEY MUST BE MADE AT APPROXIMATELY 90' WITH " b EDITION 90 LF 6 DI at $20/LF $1800.00 . AT LEAST 18 OF SEPARATION 13EI.OW THE WA i EF LINE. > CLOSING 0 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF COTWD STAMPED APPROVED PLANS ON THE (1) -• Fire Hydrant Assemblies at $1800/eo. 1800.00 7 CONSTRUCTION SI rE AT ALL TIMES. 13. ALL MAINS SHALL. BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 psi. - � DATE' STATIC PRESSURE = 100 psi. TOTAL.: $3600.00 3. NOTIFY CITY OF TIGARD WATER DEPARTMENT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, TO SET UP ENGINa13'5._,I2_.�.I�� < A PRECCNSTRUCTION MEETING. TELEPHONE (503) 639-1554. 14. ALL MAINS SHALL BE CLEANED AND FLUS-IED WITH POTABLE WATER PRIOR TO DISINFECTION. BAC_,Ei'IOLOGICAL TESTS WILL BE TAKEN BY TWD. Contractor's Bid (Estimated) $2952.00 4, ALL WORK SHALL BE IN ACCORDANCE WITH AWWA. STANDARDS. TWD (12% Admin., Overhead, Engineering) 432,00 1-0 15. COI WD WILL INSTALL ALL CUF'PER SERVICES PRIOR TO BLACKTUPPING OF STREETS. WATER METERS WILL BE Engineering 6% 216.00 5. ALL WORK WILL BE iNSPECTED AND APPROVED BY C01WD. INSTALLED BY COTWD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNER). OWNER TO PROVIDE g g ( ) Q PP,E:ySURE REGI'LATORS FOR 1h" AND 2" MEI ER'_*;. TOTAL: $3600.00 6. ALL PIPE AND FITTINGS WILL HE DUCTILE IRON, CEMENT-LINED. PIPE WILL BE TYTUN JOINT T_QI�_QOSTS Q DUCTILE IRON, CLASS 52, 16. EVERY METER SHALL HAVE THE PROPER OREGON STATE 4PPROVED BACKFLOW PREVENTION DEVICE Pi eline $3600.00 INSTA LED AND TESTED BY OWNER. 1 1/2" AND 2" SERV,CES REQUIRE A MIN MUM OF A DOUBLE CHECK 1� _ 1 1/2 Meter at $4,940/ea. 4940.00 CD 7. 36" OF 3/4" MINUS GRAVE!_ COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND RIGHTS-OF-WAY. VALVE ASSEMBLY BEHIND THE METER. I " DD �1) - Sprink!Pr Connection Fee at $1250/ea. 3750.00 .:.,rtv ,f 'K �x Cu " , _.--�..._� ,i\r N.TT � ENE'�jD QRS 4Efr- 8. ALL VALVE OPERATING NUTS SHALL BE WITHIN 3E OF FINISHED GRADE, OTHERWISE VALVE 17. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR O,YNER WILL ADVISE COTWD TOTAL: $12290,00 �� I ATO r vArT a a• WIN J OPERATING NU f EXTENSIONS W11..L BE REQUIRED. OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR COTWD INSPECTIONS WATER LOSS, ' � �s`9..+ Vr OVERHEAD, :+[)MINISTRATION, SAMPLINGS, E1C., AND 2% FOR ENGINEERING REVIEW, 1NC1_L!DING 4AS-BUILT'" Y_A_Jf.BIf.1ld_ al r�i_`- �' 9, POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SO. FT. OF BEARING SURFACE ARE REQUIRED DRAWINGS UPDATING THE MASTER MAP INTERSECTION M' PS ETC. 6" TJ L. Pipe, .!ass 52 90 LF. C) AT TACH TEE, CROSS, AND BEND LOCATION. p 8" MJ x 2" IPT Tee . ............................................... 1 EA. Fire Hydrant Assembly . .. . .......................................... . 1 EA. 10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8" MJ x 6" FLG. TEE OR 6" MJ x 6" FLG. TEE AS 6" FI_G x 6" MJ Gate Valve. .......................................... 1 EA. CD REQUIRED, 6" FLG. x MJ GATE VALVE, 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION 8" F1 x 6" FLG Tee 1 EA. FIRE HYDRANT, A-442, 6 MJ, 5- MVO, 3-PORT (2-211" NST HOSE CONNECTION, 1-4y2" •••.•'••••••••••••••••••........................••••• SD3 0i NST PUMPER), 1h" PENTAGON OP .RATION NUI_ OPE: LEFT, COLOR: YELLOW. �t Q 11. EACH FIRE HYDRANT SHALL_ BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1h CUBIC ,,lay �; YARDS OF CRUSHED 1�" - DRAIN ROCK. TAR ''APER WILL. BE LAID ON 'FOP OF THE DRAIN RUCK TO SEPARATE HE ROCK FROM EARTH CO:E�t, AS RES�JaMITTEG_ FOR SITE PERMIT 7/28/94 194280 CARDINAL. LN , 6610 SIT94-0027 _,_..__�.,._-_._......__..____..___.___._..._.__.,_.._......_...-. _..-..__...�.�........�.-_..._....� _ --- --- -- 3OF4 AUG 0 9 1994 MICRORLMED � , 1 � 1 , � I � I � I I• � , � � � 11 , 1 � 1 , � I � I � III ( , � � � � l � l � l f I ; I � I � I � I � I � I , I � I , I I I � I � I I , I � I , I FTBFR-' CAAW MADE IN % CHINA IN AL(.L`)S WICIH :�1 -�-•---•per•------------- -.�..�.r._.�w......r. v1 -WIQTH VARIES SEE SITE PIAN W _ }� &0 "1 1'-0'• WIDTH OF SIDEWALK p 1:12 1!12 SEE PLAN .► 3 in l TOP OF CURB -----DISABLED SIGNAGE PER I' TAPER CURB _Q (j aft) �- _- cp _ , -------- --- TOP OF SIDEWALK - 3ROOM FINISH ( STATE REUUIREMENT � c; N `+ _ AS NOTED ON PLANS MOUNTED ON BLDG. - L VE N WITH PAb�,VG - ------.--._-- �-- -.. +-- ____ _____ _ ,- SEE DETAIL 8/SD5 % ASPHALT �J o `o { i TOOLED EDGE EACH SIDE // a0 Z' CONCRETE: FLUSH Z. y- x r� --- Ymo ------------ --.-----RADIUS EDGE � .�.25% CROSS_ ) � y ^ SCOPE / T - TAPER CURS AT-SIDEWALK OR END OF CURB � .M A 4 __ ,�� 4" STRIPES -- ___ __._ Z IleAT 2'-0 OC TYP. + • a. �'` DIMENSION - _ _. ON PLAN -------------._.----- EXTRUDE 0 - ��' f YP. _ CONCRETE CURB I I ' ti � �`� � �., , ,� �;� r, - .__ -._-- -- - 3. yVl PINT STRIPE � • F!NISH GRADE ( SET IN EPDXY CEMENT OMPAC,,- - DE A I Z m ® I ----ASPHALT PAVING � o � - -- _---_ - - -- TYPICAL f% 4" CONCRETE WITH -DISA3LED SYMBOL. i N • O h rn =� PAfNTED PER l 1`IQTF"z ___ W 0 CONTROL JOINTS AF 5'---0" 0.C. I '- I OREGON LAIN � I. All 01S.',BLED STRIPING _ v AND EXPANSION JOINTS AT AND SIGNAGE r0 COMPLY c o N �-_. _ 2U'-0" O.C. OR AS /� ORS ORDINANCE o °'e w +7- m 0^ N '� ' SHOWN ON PLANS. / f,/ I Z `�---------CRUSHED ROCK EASE F �. L 2. DISABLED SIGN TO BE u i �INT STRIPE MOUNTED TO SIDE FOR \ 67° In W .- ___ -------' VAN ACCESS LOCATIONS AND MAY BE CENTERED \ ' C ) • C, o c __ 6'=0" STD. TYPICAL I FOR STANDARD DISABLED 4'' t�" -�' < •= amt o _ .__ (TYPICAL)- •-1.•_- �...__ �._.,.1 _ _ __- 8'-0" AT VAN SPACES. ---- 1D O L EXTRUDED CURB AND TAPER _ri SIDEWALK ACCESS LOCATIONS UOD.. CL 3 HANDICAP STALL � W�NDICAP SYIIAE.1C�L 804 N.T.S. I 3D4 N.T. ______-- _ . ~""' SD4 N.T.S. S[�Q N.T. 3. 3/8` -_7� _ 090" ALUMINUM SIGN PLATE STANDARD FRAME FINISH co WHITE BACKGROUND AND CO JER �. ,/ GRADE \ NATIVE ©ACKFILI. — � � ►n 1 HIGH BLUE LETTERS _ (SEE SPECIFICATIONS FOR I PROPOSED PAVEMENT AREA -�. AND BORDER, BAKED ENAMEL �"� - __ ,-►------ --- 4" CONCRETE EXTENSION R?NG FaaKu,L wlrF COMPACTION REQUIREMENT) SEE TYPICAL PAVING SECIION GROUT— PERMIT ON YIN,TALL AS REQUIRED, TO ONLY BRING MANHOLE COVER AND W Z wu�nroRs — ---CAUI-K PIPE INTO HUB FRAMt TO DESIGN GRADE - Z 1-. SUBJECT 1UMt�NG UN - HANDICAP SYMBOL WHITE __ V MAX. 3 KINGS 02 12" MAX. � 1 ','-D�F'INE,UPTC `° WITH BLUE BACKGROUND f 450 UND£f O IRS 811615 " LANDSCAPE AREA PAVED AREA HINGED TRAP � Lil �— ECCENTRIC MANHOL_ TOP � U (� (OR FLAT TOP) w ---- - �� -2'-4" x 2'--4" x 2" CAST W Q DooDo D�oOoe[o,.OooDo�DooDor DooDn�Don('r ,opoG„o��;� IRON OP WELDED GRATE - STANDARD MANHOLE ---1 Q � ~ ' 1� 'l TO WITHSTAND 12,000 LB. RISERS < o W � --GALVANIZED STEEL POST _ - � WHEEL LOAD) h Y 1 �� O � ,� - :_ _�_ 1"'-0" Gf'ANULAR BACKFILL -- (4 1/2"0 HOLES EACH FACE _ --VAN ACCESSIBLE (SEF SPECIFICAriONS FOR AT BASE COURSE LEVEL.. AS SHOWN � - STANDARD M.H. RUNGS Z 0- SIGN _n COMPACTION RFCuU1REMENT5 —PAVING 0N PLANS 12 O.C. LOCATED i Zj / ON VERTICAL SIDE OF Z q of U �- - MANHOLE, WITHIN W 4 • ����� .���..,,> ,' ��o,��r,., _-_ x� 24" OF CC'/ER AND r c r of i. pr e p o• ". aPd'O G�OJ'c�o"�o O�Go Go Od'C O C �De• D8�D8c�1,vGB�Jo�'>F�Go$0��085[4eb�Fr o 0 o Uo 08 U°r08$0$a[3 0 DQ D8°D8°U8o[ h+ d'oAlo a"Oa°Cc+°OG`G d'Oo Co`;,c°� • ♦ s • • _ FLOOR. _ » rr a0c�8aDPcU888cD8a,,ao,� c,�row° &ORUR�U oDont » F OL 1"-0" GRANULAR B, ' KF1LL I� _ -i�JJ -u-_alt 4 z — (r, / DRoDR�ORaDR�O,nn;,oD SEE SPE:CIFICA TIONS FOR V) _ 1T �` T` - 61 " U -1 LAJ COMPAC71ON REQUIREMENTS) � Q y)y � = 12 r ' CL - -- 1/4" FL' STEEL. ALL WELDED `1 A v > _ CONSTRUCTION. ASPHALT 1" FT. I { a 0�°0a°�o Q o00 o��Jao�� hi r, o Q`��p°O� o00Apc�o En - I -TI` EMULSION COATED INSIDE - LOp- °001"---0" GRANULAR BACKFILL iu --ID-=[ » " I'I��LIi AND OUT. 2'-0 x 2'-.0" 01 ° iF�l� OR 24" ROUND) - 6" COMPACTED u 0b 0 j� `��°o� °pr (SEE S�'EC[FICA TIONS FOR _ INVERT j-- ( __ GRAVEL , "-0 AT '7 r�o COMPACTION REQUIREML, TS) - __ =- �, N _Q a o r °�o0do EL.E VA TION _ I _ J : .; _ .� ;_'Y 907, COMPACTION 5t_OPE AND I.E. VARIES POURED CONCRETE BASE - 5 SACK MIX, NOTE: 3300 P.S.I. AT 28 DAYS o(�(? ao — SEE UF? PIPETILITY PLAN FOP fir, SEE PLANS NATES: U — �I0 a�p�� aQV)� — r " M `�k A °Oo OO CjoCGa°aOo�O� SIZE AND T1F'F_ (MAisv FIPE) 1) MIN. ?_ O COVER ON All PIPE IN DRIVE AREAS. 1• SPECIFICATIONS FOR CONCRETE AND MISC. (MATERIALS USED IN CONSTRUCTION ' ` r�• ``� l ' 2) LYNCH , YPE CATCH BASIN OR EQUAL SHALL CONFORM TO CURRENT APWA STANDARD SPECIFICATIONS. HANDICAP SIGN STANDARD ANDARD TRENCH � CATCH BAL�IN _ j �r4 N.T.S. --- - �s�cN N.T.S. - _— _ �_____ _ __..__ __ a STANDARD MANI-�DLE , SD44 N.T.S. "`" SD4 N.T.S. s WH' HYDRANTS TC BE MODERN MUELLER CENTJRION, A- 442 , 6"MJ,5 1/4"MVO, ���<alw " 1'-6" 3 PORT - TWO __- 1/2" NS-' HOSE CONNECTION AND :ONE 4 1/2" NST PUMPER, IF rD Ic 1 11/2" PENT4:GON OPERATING NUT , OPEN L EFT , COLOR YELLOW CD , �1 qY l DIMENSION VARIES WITH NUMBER REQUIRED _ 2'-0"-- -' D.ArE: BEHIIN) '3ACI, OF -� __ ________—___-•-- CURB,BEHINAND/OR of JULY 16, 994 1/4" GALV. P7 S , . PIPE SIDEWALK DR 411^V B Y: CD ^,,,4P PLAN CHECKED BY: �t -`---~---------f'A\ !G SECTION, CRUSHED MAP (� y ROCK BASF OR LANDSCAPING REVISION � EDITION -CONCRETE FRAME CASING CA�, T IRON v4U/E z �.LEA.NOUT FRAME AND COVER ( LES BOX ASSEMi3LY � z DACLOSING h — f PAVEMENT T CL Q 1 COVER DRAIN ROCK 6"FLG x 31116'OF { WITH TAR PAPER MJ GV "! 3/4"-(J iC BEFORE BACKFILL -N MW. �� - -- y45' ELE3OW l T �- rvzvrrnw Q __...Y---------APPROVED SEWER LINE - �" i - •_--'•••-..---------a �•------------- --- _.--. -a O —45' WYE _ — 11► —" _ i 6"0 CONC. FILL FINISH---� U SAME AS ADJ. SLAB 6"MJ x MJ (LENGTH �'MA1N WITH MJ x 6`FLC TEE E�EVAT)ON �1 SAOOL H(xilln�� (SEE PLAN FOR MAIN SIZE) S L/ 4 p 4"x B`x16" CONCRETE BLCrX cc v - — I I I/2 YDS OF I l/2`- 3/41 GRAIN ROCK ��q '_ CLEANCJU"?' _� io BIKE RA,��. _ I' S• gEANOUT E �-., _. In FIRE _HYDRANT ASS M�31�.Y___ r- LN ,n ...__ _3DB• N.T.S. JOB NLS. CARINAL �f _ .. AS RESUBMITTED FOR SITE PERMIT 7/28/94 194280 SIT 94-0027 — 4 AUG 0 9 19 '4 MICROFILME9 t i � i4i i i � I , i i i � Ili I I � I ` I [ I � III � I I III � I � ' I ' �i 1 - n (aAw 41 AADE IN CHINA IN 1 1" 1 i