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14650 SW 97TH AVENUE-6 Ap J Jk OWNER Set Tigard-Tualitian SID 2�.I Twall' ty Middle School Addintimons Re odel 2004 m Per 1 69bO SW Sanfturg Street Tigard,Oregon 97223-8039 t� (503)4314000 f (503)4314047 14650 SW 97th Avenue , Tigard , Oregon 97224 PROJECT MANAGER Cornerstone ConstructiGn Management 5410 SW Macadam Avenue#250 Portland,Oregon 97201 t. (503)295 0108 f 1,503)295 1896 CIVIL ENGi'NEER CONTENTS SJO Consultina F,igineers 6650 SW Redwood Lane,Suite 360 Portland,Oregon 97224 CIVIL AR.'J"HITECTURAL FOOD SERVICE STRUCTURAL MECHANICAL PLUMBING FLECTRICAL t (503)226 3921 fi (503)226 39Z6 C1 EXISTING CONDITIONS AO.1 FIRE AREA/CODE PLAN K1.1 KITCHEN S1.0 STRUCTURAL NOTES M2.0 MECHANICAL DEMO PLAN P2.0 PLUMBING DEMO PLAN E1.0 ELECTRICAL SYMBOL LIST LANDSCAPE AP"-'HITECT C2 DEMOLITION PLAN K1.2 KITCHEN ELECTRICAL ROUGH-INS S1.1 TYPICAL DETAILS M2.1 MECHANICAL PLAN P2.1 PLUMBING FLOOR PLAN E1.1 ELECTRICAL SITE PLAN Atlas Landscape Architecture C3 SITE PLAN A1.0 DEMOLITION FLOOR PLAN K1.3 KITCHEN FLUMBING.ROUGH-INS S2.0 FOUNDATION'PLAN M2.2 MECHANICAL ROOF PLAN P6.1 PLUMBING DET AILS AND SCHEDULES E1.2 ELECTRICAL PLAN - LOWER FLOOR 320 6th Avenue.Suite 310 C4 GRADING AND EROSION CONTROL PLkii KIA KITCHEN HOOD DETAILS S2.1 ROOF FRAMING PLAN M3.0 MECHANICAL SECTIONS E1.3 ELECTRICAL DEMOLITON - GROUND FLOOR Portland,Oregon 97204 C5 UTILITY PLAN A2.1 ADDITION & REMODEL FLOOR PLAN K1.5 KITCHEN ANSUL SYSTEM S3.1 WALL ELEVATIONS M6.1 MECHANICAL DETAILS E2.1 LIGHTING PLAN -GROUND FLOOR t (503)224 5238 f: (503)224 5239 C6 CIVIL DETA.,LS A2.1 0 ROOF PLAN K1.6 KITCHEN WALK-IN DETAILS S4.0 FOUNDATION DETAILS M6.2 MECHANICAL SCHEDULES E2.2 LiGHTING DETAILS ARCHITECT C7 CIVIL DETAILS K1.7 KITCHEN MILL WORK DETAILS S6.0 DETAILS E3.1 POWER PLAN -GROUND FLOOR C8 CIVIL DETAILS A3.1 EXTERIOR ELEVATIONS K1.8 KITCHEN STAINLESS DETAILS S6.1 DETAILS E3.2 ELECTRICAL DETAILS Dull Olson Weekes Architects C9 CIVIL DETAILS A3.1 0 BUILDING SECTIONS E3.3 ONE LINE DIAGRAMS 3 19 SW Washinator, Street, Suite 200 A3.20 WALL SECTIONS PANEL. SCHEDULES Portland, Cregon 97204 E4.1 SIGNAL PLAN -GROUND FLOOR t: (503)226 6950 f: (503)273 9192 A4 1 FLOOR FINISH PLAN A4.2 EXTERIOR PAVING PLAN FOOD SERVICE LANDSCAPE ENLARGED PLANS/PLAN DETAILS Ray Soucie Associates 2305 SE 50th Avenue-2nd floor L1.0 PLANTING PLAN A5.1 INTERIOR ELEVATIONS Portland,Oregon 97215 t: (503)236 8566 f (503)233 4130 A5.2 INTERIOR ELEVATIONS A5.3 INTERIOR ELEVATIONS STRUCTURAL ENGINEER CT Nishk!an Dean A6.1 REFLE a ED CEILING PLAN 319 SW Washington Street, Suite 720 A8.1 FRAME TYPES/DOOR TYPES Portland,Or-gon 97204 WINDOW& DOOR DETAILS t: (503)274 11843 f: (503)273 5696 A8.10 ROOF DETAILS/EXTERIOR DET�'I_S MECHANICAL ENGINEER A9.1 INTERIOR DETAILS MFIA, Inc. AfA A9.2 INTERIOR DETAILS 2007 SE Ash Street Portland,Oregon 97214 t: (503)234 0548 fi (503)234 06T7 ELECTRICAL ENGINEER MFIA,Inc. 2007 SE Ash Street Portland,Oregon 97214 t. (503)234 0548 f: (503)234 0677 4 IL CITY OF TIGARD .:�!<......... J51 -vol CNII .... ................. describf-I Cf) C:) -tar ........ ... h Vs- o- X A.� -611 ............. jj. 0 CN 0 0 X. 0 co .4f VICINITY MAP >4 REGEM�r A DEC 2`4 Ma M PERMIT SET pl,M2903-00638 14694 SW971"AVE SITV I'll 11 11;1 S ciry OF 110ARD BUtLDING VW" CL _�j _,411 OMCE COPY CIT to 20 10M I ce 7 �18 9 2'1 2'2 2 1 2'A 4: EMT $41� &.11L UK _4 _'v plot," 1A Q`jj� I jr-I 11111LI-iji"IL Ift_11A 111 "'A Wwrw 00 Woo,"10!.00 0'"", "'Tnw" 7997",W _C"M_­;71 1*4`qj5?,7,W IMP r , , 1 11 f `, 5 i i, , {y�. i Fx x �� . ' - rt.i 1'1 r :zs \'r dJ i;,, , y� T"',il 4 i t•' u+ I 11 dr n - i j E'' y wr. n, 1 41 t;: a .,� .1 ': y '�4 rI I- ;. i �Ill�� NOTES z � 1 00`• 01 � h � I. BASIS OF ELEVATIONS: TWO INCH BRASS CAP IN MONUMENT BOX Al THE 1/4 1 � ��'J' \ " i/ �, I � OL.ARTER BETWEEN SECTIONS 2 AND 11. WASHINGTON COUNTY STATION DESIGNATION 9 / 10 IS GC 022-047. ELEVATION IS PUBLISHED AS 23f.�0 FEET AND IS BASED UPON sy" G'\� -/ r .��� NGVD'29. 40 S v CJ\`,G% . _, _a��'\ 2. BASIS OF BEARINGS: THE CENTERLINE OF SW 97TH AVENUE, SHOWN AS NORTH ,n W-�' � >y'"� ( � � �I V' "'r`-- � -7- , ' 01'44'00" EAST ON PLAT OF COUNTY ROAD NO. 1982. WAS USED AS THE BASIS OF --(n\ _'...��� , "� '1` S �011 � ` /. •\ 0 " � BEARINGS FOR T}it5 MAP. �G)2-7-t �-7 !/� �' I Pc,-' � '-f �� -� `'�1 Js � ARCH,TECTURE • INTERIORS• P,A•,\ h5 RECORG EASEMENT INFORMATION, WITHIN THE AFFECTED AREA, IS BASED UPON TITLE L ,..o L / 1 "` S*$ 3. REPORT iNFORMATION PROVIDED BY rICELITY NATIONAL TITLE INSURANCE COMPANY. - \ r\ ."" w 0rj i Z \ / , � '% �-`�v"N �� Y=om -��'a� / l 7 NX -f\ -Z- o 4. UTI'JTY INFORMA(ION IS SHOWN BASSO UPON A COMBINATION OF SURVEY --� / ' , ` tfI t \ MFASl1F:EMENTS TAKEN TO OBSERVED ABC,VE GROUND FEATURES, FIELD MARKiNi;S �Cp�iSJ �ry �:ri _ sy*�/ - �i / r•'' / `Y/ \�• °�\ t -- -4 O ✓ MADE 9Y THE UTILITY NOTIFICATION CEN.ISR, AND INFORMATION PROVIDED BY \, '-� / %� \ .1, ` ��`O C SG v t TIGAF,J-TUALATIN SCHOCL DISTRICT. NO WARRANTY Itl S MADE BY THIS MAP WITH ''nn ��'-� '� �i �/ _ S- -'�� / / J/ .\ "� �Z 1''�Z y � REGARDS TO THE ACCURACY OR CO'JPLETENESS OF THE UTILITY INFORMATION SHOWN. . . - �� �- //F",� �/ ��j /' n-- J l \ • . 1' � W °° INTFRESTED PARTIES ARE ADVISED TO VERIFY THE LOCAIf TION OF ALL UTILITIES PRIOR �� �iD .% '� '-.hO - y 1 \� ;•; / \ �r Cp= Lc `5 .7 TO COMMEN;,FMENI :1F CONSTRUCTION ACTIVITIES. • �' y CSC / .+�`hP�/ r /,\ \ T' i 5. TOPOGRAPHIC FEATURES SHOWN ON THIS MAP WERE LOCATED USING STANDARD •'�� \ �� �JZ 11 /- r% t. /�.- ----,V - -9• �/' 1, -7 Cry /J \�� \t ��'- w ` � T PRECISION TOPOGRAPHIC MAPPING PROCEDURES. THIRD PARTY USERS OF DATA FROM S \ /`�, v -- tf1 \ - �L M _ _,, \ THIS MAP PROVIDED VIA AUTOCAO DRAWING FILES On DATA EXCHANGE FILES SHOULD %�Q \ \ _ - .'� trY�G�// • , ' .'� f '�9 ' \ \ O C a 1' NOT RELY ON ANY AUTOCAD GENERATED INFORMATION WHICH IS 9EYOND THE LIMITS �.y ) --- - /'- % �/ , / . / e, C'r\ / ' -y y c, c ti OF PRECISION OF THIS MAP. THIRD PARTIES USING DATA FROM THIS MAP IN AN � �\ 'Cp\,rl / „ j � r -V t'� l _ -298-`' Jc^2 �•� f�\, i'Qn O Z 4 0�� `T r / l--- J VAUTOCAD FORMAT SHOULD VERIFY ANY ELEMENTS REQUIRING PRECISE LOCATIONS � \'\ �Z A -� Qn +! � ,�;t�" O�, / \ - t .-{ •Z / ` \ \ � 0 • � PRIOR TO COMMENCEMENT OF ANY CRITICAL DESIGN OR CONSTRUCTION. CONTACT �, - //' ---` f J �Q j r` ` rj F I 11 COMPASS ENGINEERING FOR FURTHER INFORMATION. FURTHERMORE, COMPASS \ r, -�� (31 1'r---" / �+.� ' / ,cn �O / \ d5 y ,r rn ENGINEERING WILL NOT BE RESPONSIBLE NOR HELD LIABLE FOR ANY DESIGN OR a O -r J r'' e ; -p c� J f., c CONSTRUCTION RELATED PROBLEMS THAT ARISE OUT OF THIRD PARTY USAGE OF THIS � 2. \\ +�' � , 2 % / rTNC / \\ \ ` 0 � MAP (IN AUTOCAD OR OTHER FORMAT) FOR ANY PURPOSE OTHER THAN SPECIFICALLY ,rn CTI \ \ /' �1`/ ��o� /o / ',� , . �/ rnn \ �.\ =j STATED HEREIN. THIS STATEMENT IS AN OFFICE PART OF THIS MAP. 'O car i. \� ✓j/ h� ;1 r '� �„ V-t" , I \ .w y �G�s �� \ l`�- ,--' � til " ' t --zs� _ ... -z- ; � J 3 6. CONTOUR INTERVAL IS TWG FEET. s �i Q, .�' _ - - O y � \ \ 7. THE PURPOSE OF THIS SURVEY IS TO SNOW SPECIVIC TOPOGRAPHIC INFORMATION FOR �� i /11 .1/`- � /0 ' - * CID / 01 / a I - THE SUBJECT PROPERT AS REOUESTEO- ANY GUEST!ONS REGARDING LIMITATIONS OF �e!� i' / 2 j r' �' • r/' / o THIS SURVEY SHOULD B_ DIRECTED TO COMPASS ENGiNEEPING. Y J/ Y/ / / CSE / / t.AA 4 / (1 '� MEN .r \ �_ / /j 8. THE BUILDING LINES SHOWN ON THIS MAP ARE BASED UPON FIELD MF ASUREMENTS meq./�' 4^��I - ,-^� :g" / , G'G- I �A TAKEN BY COMPASS ENGINEERING'S FIELD CREW TO SPECIFIC BUILDING FEATURES ON . h / �-� I -/`�- w L' X94- - .-�. I/r � I., `t EACH BUILDING USING STANDARD PRECISION TOPOGRAPHIC MAPPING PROCEDURES. IN ', r �., �'J - - v ', ! \ MANY CASES, THE DECISION REGARDING WHICH SPECIFIC BUILDING FEATURE TO / . �� ,- l!� TO , �' f - LOCATE WAS SUBJECTIVE DUE TO THE COMPLEX NATURE OF THE BUILDING WALL ``j z' _ � S�'. - - i - / � CONSTRUCTION (FACADES, OVERHANGS, ETC.). Bt1!LDING DIMENSIONS SHOULD HE //� ..�`- J Xt^T�.' /' /�� - _ I \� \ VERIFIED PRIOR TO COMMENCEMENT OF ANY CR17IC,AL DESIGN OR CONSTRUCTION � / y+,'I' ` r• � AJ �'\ •� /' I / '- I/� / RELATED ACnV1TIFS TO INSURE THAT RELIABLE DATA HAS BEEN OBTAINED FOR EACH .10 Y %/ / , y�• ' -'1C� t r V !- J /A� . \ C SPECIFIC. 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C4 Fc6 t i ' U CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE (TYPICAL)- EROSION CONTROL NOTE THE PROPOSED EROSION CONTROL MEASURES ARE .A MINIMUM BEST ! \ MANAGEMENT PRACTICE. THE CONTRACTOR MAY BE REQUIRED TO TAKE \ ADDITIONAL EROSION CONTROL --URES TO ENSURE THAT N _ \ - SEDIMENT LADEN WATER EXITS _;ITE OR ENTERS THE EXISTING - �\, STORMWATER SYSTEMS. THE CONTRACTOR MAY ALSO BE DIRECTED THE project# 03020 _- `` ` CITY ENGINEER, CITY INSPECTOR, OR PROJECT ENCINFER 10 CONTROL DUST AND AIRBORNE. EROSION w \ j X 1 A � IC4 I 20 0 20' 40' --- 6n \ M -�_. ---� 14640 NI z-1176311 • .. ,. :. 1 � tilrl l - I 46111 RN'9'1� ;�� I i t IR .. a n. :... , ,. : ' �•. ,, , ,1 .4' '•mIF• K^I*..,.I.w3i.. K.!t..,,... ,o.7yuK:w.x T'•.M ^+'R'MIM-wTA•a••: .,..rn: .... _ ....- Mohm �/1A��VM,MW1"wFnlrer+wrr--r ...r.. •MIIF,p. ., ' • ...N Cm I�II�IIII I�11!II hl. 1 1 il11+1 all II it;I 1 i1 1!• 1) ! I 1 ( H '1111 I !I I II !I I1 f I'N111,11 Illi!{ It IIII)1{,Illirl H!IIII!I Iillltll! 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I I •I I 1 ------ � �\ I I PRIOR TO CONSTRUCTION , ■O �? 1 I 13 (23 113 I---- -- -- -- .,- - - - - -- - - - to n I i CD "T- i 24 'I � � • I � 4• I E 16. h EXISTING FOUNDATION DRAIN V 'l - I I • I �� I \ \ , NEW ELECTRICAL CONDUIT J \ I Q i� �, la �3 I' 1 �x •I SEE ELEC PLANS �"h �'� i 113 �-. •1'1,1•-- � v l� �- I � � � t .t \•\\ ••� \ f � _ _ -- _ ----� �""'.� -"--"""F� "� CONSULTING ENG 6650 REDWOOD LANE, SUITE 360 INC. 1 PORTLAND. OR. D9224 f PH. (`,03) 225-3921 FAX: (503) 226-392C n c, 2 STORM S 'VER NOTES I ,y~`= /� �I INSTALL 25LF OF 8- PVC STM S=.010 (MIN) 13 INSTALL 8" PVC STM S=.020 (MIN) •!= 4 tp���'�', -_._JL.-J_ TIE INTO EXISTING 6" CO NC STM LINE FOR ROOF DRAIN 1 �1- `� APPROX IE: 273.25(1) SEE MECH PLANS FOR BLDG CONNECTION. % Is�,7 •\ 1 --- - 26 ` *CONTRACTOR TO VERIVY DEPTH OF EXISTING STM LINE Il 4 PRIOR 1'0 CONSTRUCTION AND ORDERING MATERIALS 14 INSTALL 831-F OF $- PVC STM 5= 010 (MIN)/ APPROX IE: 276.00(-Q,T1,.* - _ CC"'STRIICT STANDARD 48"a STM MH- 2 *CONTRACTOR TO VF�RIFY DEPTH +Y� RIM.280.25 CS C8 OF EXISTING STu LINE PRIOR R� 8, WH�� 1..• - IE OU T(6"SE)::175.1 � TO CONSTRUCTION IE IN(8"NW):275.20 \� *CONTRACTOR TO VERIFY DEPTH OF EXISTING STM LINE C5D CONSTRUCT STM FLOW CONTROL MANHOLE $ WATER NOTES 4, I CONSTRUCTION TII N AN ORDERING MAT-RIA RIM:286-50 CS C6 �+ `�`�S ( CJ PRIOR TO CONS L C J D 0 DE G L LS OVERFLOW:285.00 �' HOT TAP EXISTING 6'C' WATER LINE 1` I :/ - 1 = F IE:283.00 INSTALL 6"X6"X6'TAPPING SLEEVE W/6" GATE VALVE ��2c) , t INSTALL 79LF OF 8" PVC STM S=.050 SUMP:281.00 AND THRUST BLOCK PER CITY OF TIGARD INSTALL STM C01 `J �� POND DAYLIGHT - -_ 12 CONSTRUCTION STANDARDS U���fT\/ p RIM:282 35 C� C8 UTILITY !! `\ IE:277.20 CS CN INSTALL 15LF 8" PVC SIM S=-010 (MIN) O INSTALL 4" DDC VALVE COMPLETE WITH VAULT \ - IE:283.00 FLAN INSTALL 199LF OF 8" P"C STM S-0.010 (MIN) C3 CONSTRUCT FDC ASSEMBLY. COMPLETE WITH APPROVED 1� INSTALL. 27LF OF 8" PVC STM 5=.010 (MIN) _ SIGNAGE NOTING "CAFETERIA ONLY -- Cg1CS t / \ s 6 INSTALL CB H1- � \ RIM-282.25 -�9 S TYPICAL (18 INSTALL Cel B8 (WO CB)----- ----(,S1C9 4O CUT AND RL-ROUTE EXISTING 3" DOMESTIC WATER phase Permit Set Ir` 280.75 C5 RIM:286.U0(t) SERVICE. PROVIDE NEW PIPE MATERIALS'AND FITTINGS IE.283.70 AS SPECIFIED. CONNECT TO EXISTINtc 3" WATER LINE AT date December 19, 2003 • INSTALL CB 92 EACH END. RIM:281.80 19 INSTALL 18LF OF 6" DI STM S=.020 (MIN) revisions \ \ IE:280-30 SAVE AND PROTECT EXISTING FDC FOR MAIN BLDG. THE \ 20 INSTALL CB 89 CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED 2 \ a INSTALL CB B3 RIM:286.00 � SIGNAGE NOTING "MAIN BUILDING". • RIM:281.71 IE:284.50 CS C5 IE:280.21 ., r C> InISTALL 6" FIRE LINE. SEE MECH PLANS FOP Bt. CJ INSTALL 100LF OF $" PVC STM S=.02U (MIN) CONNECTION. - `� INSTALL CB B4 1 v� 1 �• RIM:28L71 22 'N';TALL CB E,10 (WU CB) � IE:280.21 RIM:290,25 (,51C9/ I % h� iE:287.95 ` Y I C__J INSTALL CB 05 - RIM:281.79 C21) FOUNDATION DRAIN ---- - --- 10 11 TYPICAL IE:280.29 INSTALL_ 125LF OF 6" STM S=,010 ` r�8 CS C8 ` 1 y WITH BACKWATER VALVE. CONNECT TO INSTALL CB B6 ,i EXISTING f`OUNDATtON GRAIN. \ \ RIM:281.33 - 0 11 pro�r'ct# 103020 IE:279.83 low C2 FOUNDATION DRAiN --- 5 C C C8 TYPICAL - --`----'--- -' ✓ \ \ i / INSTALL 110LF OF 6" STM S=.010 , 12 DEMO EXISTING CEl 1 •• / I -- WITH BACKWATER VALVE- CONNECT 10 4* REPLACE CRUSHED SECTION EXISTING, FOUNDATION ' iAIN OF STM PIPE !r INSTALL CB 87 RIM: MATCH EXISTTNG 280.81(1) 25 IE: 83 OO INSTALL CULVERT DAYLIGHT - - 6 IE: TIE 6" DI IN70 EXISTING STM LINE 20' Q 20' r�o' 60' C5 INSTALL 64LF 6" PVC STM S=.010 (MIN` 1'I �1?Mli-MNiitl ;I1 i 1 LTH ATII At'I Il+ p r, t. 0 110'T-1so TONW- MT)SLftW-1 ALRn rt C9.ft 12MI02M3� ? 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',d. �' :,. .,. •.,;- .. 1 .,- � 1. 4, r Jr �p�,&Y",A•4 14, .,i G E I _GENERAL. SITE NOTES EROSION CONTROL. OR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR 1.T ALL EROSION, SEDIMENT, AND POLLUTION CONTROL PLAN (ESPCP) CATCH BASIN ------ L CONTRACT + GRATE -- TO :HE COMMENCEMENT OF WORK AND REPORT AN" DISCREPANCIES TO MEASWlS SHALL BE INSTALLED PER THE CITY OF TIGARD CONSTRUCTION _ _ PAVING ARCHITECTURE I,oTEFIORS•FLANNINb SITE CONDITIONS THE OWNER'S REPRESENTATIVE. CONTRACTOR IS RESPONSIBLE FOR STANDARDS. - VISITING THE SITE AND BECOMING FAMILIAR WITH THE � � ?r PRIOR TO BIDDING. 2. TEMPORARY ESPCP' MEASURES SHALL BE INSTALLED, INSPECTED, AND - " ! ? APPROVED BY A CITY INSPECTOR BEFORE STARTING GROUNL = H °a 2, CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES DISTURBING ACTIVITIES. TIE INTO EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH T - - v '�: CORRECTLY, AND THAT GENERAL DESIGN ELEVATIONS FOR NEW 3. ESPCP MEASURES SHALL NOT BE REMOVED UNTIL PERMANENT e CONSiRUCTION PROVIDE PROPER PAVEMENT AND DRAINAGE SLOPES LANDSCAPING HAS BEEN INSTALLED AND FINAL INSPECTION HAS BEEN ` - t:-- ',rr'� 1 --- -- -- +u � FROM EXISTING TIE IN POINTS. REPORT DISCREPANCIES 10 OWNER'S REQUESTED AND APPROVED BY A CITY INSPECTOR - - i � u+ I OVERFLOW d SLOT �' Cr : REPRESENTATIVE PRIOR TO CONSTRUCTION. _ CATCH BASIN Y 0 � 4. INSPECTIONS MAY BE REQUESTED BY TELEPHONING THE INSPECTION - 3. IN AREAS W'HEP' ASPHALT PAVING IS BEING REWORKED, PROVIDE NEW REQUEST NUMBER 823-7000 ONE DAY-PRIOR TO THE IIM£ OF INSPECTION. CATCH BASIN �1 W Z PAINT STRIPIP )P ALL REVISED PAVING WORK AND PARKING STALLS. _ - - uj a EXISTING STRIPING TC BE BLACKENED OUT IN RECONFIGURED AREAS AS 5. APPROVAL. OF THiS ESPCP PLAN DOES NOT CONSTITUTE APPROVAL OF BILTERV L REQUIRED. PERMANENT OR DRAiNACE DESIGN (I.E. SIZE AND LOCATION Of ROADS, BIOFILTER AEr_A_ QRA1l� BAG �A C a PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) (�� BAG STANDARD FILTER BAG DETAIL z a 4. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY 1 N T o INSPECTOR(S). CONTRACTOR SHALL NOTIFY CITY INSPECTOR(S) 48 6. THE IMPLEMENTATION OF THIS ESPCP AND THE CONSTRUCTION, -- \\ Ftp 1. THIS FILTER TYPE SHALL BE USED 1N CATCH BASINS 1N ALL PAVED AREAS. O HOURS PRIOR TO START OF CONSTRUCTION. MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESPCP A A otTci+ BOTTOM 2. THE CONTRACTOR SHALL INSPECT THE FILTERWEEKLY AND DAILY DURING ,c N FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CUNiRACTOR , � - 5 DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONiRACTORS UNTIL ALL CONSTRUCTION 1S COM"LETED AND APPROVED AND PERIODS CF FREQUENT RAIN. r o i, SHALL NAVA MINIMUM OF ONE (1) SET OF PERMIT APF.'OVED PLANS AND VEGETATION/LANDSCAPING IS Ec;ABLISHED _ O c 3. FiLTER SHALL BE CLEANED IN A MANNER WHICH ENSURES THAT ALL SEDIMENT SPECIFICATIONS ON THE JOB SITE AT ALL TiMES. - :•;_ REMAINS ON SITE. In 7. STABILIZED CONSTRUCTIL,i ENTRANCES SHALL BE INSTALLED AT THE -� 6. U.0ON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF ; 4. THE FILTER SHALL BE REPLACED OR CLEANED WHEN THE BAG BECOMES HALF 1 SHALL LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE PLAN �"`, MATERIAL. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE THAT ALL PAVED Ar,;;S ARE KEPT CLEAN FOR THE DURATION OF THE SECTION A-A FULL. RESTORED TO AN "AS GOOD OR BETTER" CONDITION. PROJECT. DITCH INLE 5. FILTER SHALL BE FOSS ENVIRONMENTAL SERVICES "STREAMGUARD TYPE II-S 8. THE ESPCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM CBF" OR EQUIVALENT. REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESPCP FACILITIES SHALL BE UPGRADED DEMOLi ON NOTES AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT 1. DRIVE STAKES FLUSH WITH TOP OF BAG AND INTO SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. UNDISTURBED GROUND A MIN. OF 12" 1. DEMOLITION REQUIREMENTS ARE NOT SHOWN ON THESE DRAWINGS. STAKE MAY BE OMITTED IF BA 3S ARE PLACED ON aC6 INLET PR0TECTIONCONTRACTOR 1S RESPONSIBLE FOR ESTABLISHING SCOPE 0� 9. THE ESPCP FACILITIES SHALL BE INSPECTED DAILY BETWEEN OCTOBER PAVED SURFACE.DEMOLITION WORK FROM OWNER f:D FOR EXAMINATION OF EXISTING 1 AND APRIL 30 BY JHE APPLICANT/CONTRACTOR AND MAINTAINED AS CSCALE: NONE 1 SITE CONDITIONS. CONTRACTOR SHALL SUBMIT A DEMOLITION PUN NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. ALL . INSPECT INLET BIOBAGS SHALL BE REBE REPLACED INCE THEY BECOME CLOGGED. TION Or° A REGULAR BASIS PRIOR TO CONSTRUCTION OUTLINING ITEMS TO BE REMOVED. INSPECTIONS SHALL BE NOTED iN AN INSPECTION LOG WHiCH SHALL BE MADE AVAILABLE TO THE. CITY INSPECTOR UPON REQUEST. 2, REPAIR ANY DAMAGED BALES, AR;AS OF END RUNS, AND 2. ALL UTILITY LINES AND STRUCTURES SHOWN WITHIN THE LIMITS OF , UNDERCUTTING BENEATH BALES. REPAIRS TO BALES OR DEMOLITION SHALL BE REMOVED EXCEPT THOSE ''OiCATED AS '10 10. ESPCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND BARRIERS SHALL BE MAGE AS SOON AS POSSIBLE. REMAIN". ALL LINES THAT ARE OUT AT LIMITS OF DEMOLITION OR POINTS MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 FLOURS OF DISCONNECTION WITHIN THE WORK AREA, ARE TO BE CAPPED OR FOLLOWING A STORM EVE"!T. PLUGGED" 3. REMOVE SEDIMENT DEPOSITS WHEN THEY REACH APPROXIMATELY 2'X2" FIR POST 11. EXPOSED SOILS THAT REMAIN UNWORKED FOR 14 DAYS OR MORE SHALL ONE THIRD THE HEIGHT OF THE BARRIER. 3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TEMPORARY ACCESS BE IMMEDIATELY PROTECTED BY APPROPRIATE GROUND COVER. SEDIMENT FENCE DURING CONSTRUCTION. UTILITY OUTAGES AND ACCESS CLOSURES DISTURBED LAND THAT WILL REMAIN UNWORKED FOR 2 MONTHS OR 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE GEOTEXTILE WITH .FABRIC CN REQUIRE A MINIMUM OF 24 HOURS NOTICE TO OWNER OR SITE TENANTS. LONGER SHALL ALSO BE SEEDED WITH AN APPROVED SEED MiXTURE. BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO SEWN POCKETS CONFORM WITH THE EXISTING GRADE AND SEEDED. DCWNHILL SIDE 12. PUBLIC STREETS WILL BE SWEPT DAILY, IF-NECESSARY, TO ALLEVIATE OF POST SEDIMENT DISCHARGE TO THE STORM WATER MANAGEMENT SYSTEM. �p�, L' 'F)LTERFD WASH WATER CANNOT BE DISCHARGED TO STORM DRAINS. "``� EXISTING GROUND M GRADING NOTES 13. ALL EROSION CONTROL SEEDING FOR SITE STABILIZATION WILL BE B10-FILTER FOR TEMPORARY ;� ' }+ ID }t - PERFORMED NO LATER :HAN SEPTEMBER IST TO ALLOW TIME FOR -- y' - COMPACTED r, 1. SURVEY OF EXISTING CONDITIONS PREPARED 13Y COMPASS ENGINEERING. VEGETATIVE ESTABLISHMENT PRIOR TO THE ONSET OF THE WET T L BACKFILL .L N THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL WEATHER SEASON. 2 INLET PRO , ECTION ` ` MATERIAL �" SURVEY DATA CONTRACTOR 1S RESPONSIBLE FOR ESTABLISHING RiGHT- C4 CI5SCALE: NONE OF-WAY LINES, SLOPE EASEMENTS, AND ALL HORIZONTAL AND VERTICAL 14. ALL TEMPORARY EROSION AND SEDIMENT C^NTROL MEASURES SHALL BECn CONTROL PRiOR TO CONSTRUCTION: REMOVED WITHIN 30 DAYS AFTER FINAL SiTE STABILIZATION 1S ACHIEVED PRF OR AFTER THEY ARE NO LONGER NEEDED. �� Q O 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL CM ARRANGE FOR STAKING WITH A LICENSED SURVEYOR. STAKING WILL BE t SEDiMENT FENCE GEOTEXTILE 2 15. TRAPPED SEDIMENT SHALL_ BE REMOVED OR STABILIZED ON SITE. O � 0 � REVIEW-D BY OWNER FOR CONFIRMATION TO DESIGN PRIOR TO DISTURBED SOIL AREAS RESULTING FROM REMOVAL-SHALL BE REPAIRED CONSTRUCTION. AND PROTECTED WITH ADEQUATE GROUND COVER (Y STRAW, COMPOST, MULCH, ETC,) _ _ 0 0 co 3_ ALL GRADES BETWEEN SPOT ELEVATIO4S SHALL HAVE UNIFORM SLOPE e� Cy) UNLESS OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY 16. SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY j- FROM ALL BUILDING WALLS AND DOORS. WATER AS NEEDED. WATER SHOULD BE CONTROLLED TO PF'VENT V +' p RUNOFF. AREAS WHICH FAIL TO ESTABLISH VEGETATIVE C:VER I 2"X2" FIR POST co 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALLADEQUATE TO PREVENT EROSION SHALL BE RESEEDED AS SOON AS 'f. CONSTRUCTION. ADEQUATE SHORING BRACING, TiES, AND SUPPORTS AREAS ARE IDENTIFIED. SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURIN(' A!L FLOW W PHASES OF CONSTRICTION. 17. DISTURBED AREAS OF SLOPE GREATER THAN 2:1 WILL BE STABLiZED :;.:� C5 THROUGH SEEUING AND THE INSTALLATION OF NORTH AMERICAN GREENco i _ 5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED SCI50BN MATTING OR EQUIVALENT PRODUCT. I ' 4 ' 'i`T'iJ ,c- J! ' BY CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED ! ' SMOOTH AND RETURNED TO ORIGINAL EXISTING CONDITIONS. !� ! `O CU O DISTURBED LANDSCAPED ARW SHALL RECEIVE BARK DUST AND - �. 1 . W O REPLACEMENT PLANTINGS. D15TUREFD NATURAL AREAS SHALL BE = !LEVATICN HYDROSEEDED i0 REPLACE NATIVE 4"OVER. DISTURBED GRAVEL AREASi�` SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK SURFACING. 12"OVERLAP U) M SEE LANDSCAPE PLANS FOR TREATMENT OF IMPROVED AREAS. ILIO 0M BIOFILTER OR1. FILTER FABRIC SHALL BE INST.4LLE0 IN A CQNTINUOl15 ROLL •� f� c� 6. ALL DiTCHES. SWALES, GUTTERS, ETC. SHOUSANG SAGS LD BE CONSIDERED ACTIVE ,, TO AVOID THE USE OF JOINTS. WHERE JOINTS .ARE L- L0 STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CONTRACTOR NECESSARY, USE TURNED ENDS. CU Cn IS RESPONSIBLE FGF: ADDRESSING STORM WATER DRAINAGE AND � � � � � O DEWATERING OF WORK AREAS DURING CONSTRUCTION. . _ - 2. "OSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF b". N 7. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR n- SEQUENCING CONSTRUCTION IN A MANNER TO MINIMIZE IMPACT ON OPEN 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WIDE EARTHWORK AND COMPACTION OPERATIONS, FLOW AND 6" DEEP ALONG THE LINE OF POSTS UPHILL FROM THE BARRIER. TRENCH SHALL FOLLOW THE CONTOUR. FI 4. TRENCH SHALL BE BACKFILLED WiTH NATIVE MATERIAL. UTIU rY NOTESFULL DEPTH ,pw - -� j PT. A PT. 8 5. INSPECT AND REPAIR AFTER EACH RAINFALL. INSPECT DAILY 8' CAP BLOCK DURING PROLONGED RAINFALL. CONSULTING ENGINEERS INC. E850 REDWOOD Tw.tiE, SGiTE 3C0 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM W/EPDXY ADHESIVE 'a' `•' t RECORD DRAWINGS AND INTERPOLATION OF PHYSICAL. EVIDENCE ON THE TO WALL (TYPICAL) 6. REMOVE SEDIMENT WHEN IT REACHES APPROXIMATELY ONE POR LI ND, OR. 91221 �r � SITE AND ARE SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. ►" r,x�T x THIRD THE HEIGHT ABOVE GROUND PORTION OF THE FENCE. PH: (503) 228--392" FAX: (503) 226-3925 1 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WiTH = 7. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION (4) STANDARD - TOPSOIL FILTER FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TINDER THiS SECTION OR ANY OTHER SECTION. KEYSTONE 8"XlTX21" -� _ TO CONFORM WITH THE EXISTING GRADE AND SEEDED. BLOCK UNiTS W/ EXISTING GRADE AND SEEDED. �vw.•vYvnv 3. THE WOiK1NG DRAWINGS ARE GENERAI.LY DIAGFVMMATiC. THEY DO NOT 1:8 BATTER, PINNED :- ell SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION UTION !N W/ FIBERGLASS DOWELS o, THE ,� ) THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPON NT PIECE, RESPONSIBLE FITTING I FOR REQUIRED PROVILTO AOMPLETE COMPLETE MECT.ANDSTANDARD CURB ---� _3 SEDIMENT FENCE__ DETAIL __ -! WORKING SYSTEM. - SEDIMENT BARRIER C4 C6 SCALE. NONE y OR �9e� o= 7 Q 4. CONTRACTOR SHALL COORDINATE A UTILITY LOCATE 48 HOURS PRiOR TO > NONWMIRAFOVEN EN FI 1. UNDISTURBED STAKES FLUSH WITH TOP OF BAG AND INTO w101, NONWOVEN FILTER 11NDiSTURBED GROUND A MiN. OF 12" TYPE 2 ONLY). ' BEGINNING ANY UTILiTf CONSTRUCTION FOR LOCATION MARK-UP OF ALL FABRIC OR EQUAL ( ) EXPIRES bJ�J:' EXISTING UTILITIES BOTH IN THE RIGHT-OF-WAY AND ON PRIVATE HEAVY ASPHALT EMB . STAKE MAY BE OMITTED IF BAGS ARE PLACE(: ON PROPERTY. CONTRACTOR SHAH COORDINATE THE UTILITY LOCAL WiTH _ _ PAVEMENT SECTION NE BLOC PAVED SURFACE. MUN1CiPALiTY HAVING J'JRISOICTiON FOR ALL UTILITY WORK WITHIN A `cc 3/8"-PLUS CLEAR 2. SPACE BAGS "L" SO POINTS "A" AND "B" ARE OF EQUAL PUBLIC RIGHT-OF-WAY. INFORM ENGINEER, IMMEDIATELY iF LOCATE I CRUSHED ROCK ELEVATION. INDICATES THAT EXISTING UTILITIES ARE DIFFERENT THAN SHOWN ON 3­Cr ` ' FILL CORES At VOiDS mft DRAWiN S. dc10" F 1 TONE BEHIND ITS 3 TYPE 4 USES SANDBAGS 2 USES BIOFILTER BAGS 1, 5- CONTRACTOR iS RESPONSIBLE FOP. ANY DAMAGE TO UTILITIES, N�')TE: CONSTRUCTION TO PROCEED IN TAILS OF UNITS �( I IL FEATURES, AND STRUCTURES LOCATED ON THE SiTE. LOCALE, PROTECT, ACCORDANCE W/ "KEYSTONE 1. INSPECT AND REPAIR AFTER EACH RAINFALL INSPECT DAILY DETAILS AND AVOID DISRUPTION OF ACI- ABOVE AND BELOW GRADE UTILITIES DURING PROLONGED RAINFALL. c Q x. DURING CONSTRUCTION. RETAINING WALL SYSTEMS' -COMPACTED 3/4"-CLEAR FN �� CONSTRUCTION MANUAL Et CRUSHED ROCK J��GC' 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO SPECIFICATION REQUIORCMENTS. 2. REPAIR ANY DAMAGED BALES, .AREAS OF END RUNS, AND QV P � M7 THE LATEST EDITION OF THE UNIFORM PLUMBING COOL (UPC). ALL BADR ERS SHALLUNERCUTTIGB ENEATH BE MADE ASSSOON ASRPO�iBLEES OR `NQ�p��O �\ UTILITY CONSTRUCTION WITHIN THE RIGHT-OF-WAY SHALL CONFORM TO F F 1>Q phase Permit Set §' 6 KEYSTONE WALL DETAIL THE STANDARD kEOUIREMENTS GF THE MUNICIPALITY HAVING 3. REMOVE SEDIMENT DEPOSITS WHEN THEY PEACH APPROXIMATELY 0a I. •" . JURISDICTION. - -- - - - C3 C6 SCALE: NONE ONE THiRD THE HEIGHT OF THE BARRIER. - h, 7 date December 19, 2003 a All BURIED LINES TO HAVE 2 FEET MiNiMUM COVER, UNLESS NOTED 4. ANY SEDIMENT DEPOSITS REMAINING IN PtACE AFTER THE revisionsOTHERWISE. f , , BARRIER 1S NO LONGER REQUIRED SHALL BE DRESSED TO 8 DOWN SPOUT AND BUILDING UTILITY CONNECTIONS TO BE SHOWN ON CONFORM WiTH THE EXISTING GRADE AND SEEDED. tl r; BUILDING PLUMBING DRAWINGS, REFER TO PLUMBING DRAWINGS FOR COWNUATION OF UTILITY T INES INTO BUILDING Yi RADIUS = 25' MIN.- YC- tI cS� 9 THRUST BLOCKING REQUIRED ON ALL PRESSURE LINES BENDS MIO1 FITTINGS. SEE STANDARD THRUST BLOCKING DETAIL. 4 BIC' -t3 A v ",NECK DAM __ GRAVEL C4 Cr f SCALE: NONE - . ' r�, 10. SLE !IWDSCAPE DRAWINGS FOR IRRIGATION LINES. GEOTEXTD[LEREINFORCEMENT--- 8" MIN. DEPTH a r+n i 11. ALL EXISTING UTILITiES AND TIE-IN POINTS SHOULD BE CONSIDERED •20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL ACTIVE UTiL171ES UNLESS OTHERWISE INDICATED NOTES• - --- 12. CONFIRM FIRE 9YIAtANT 1)c`E, NOZZLE SITES, AND THREAD + 1. ENTRANCE SHALL 8E MA.NT.41NE0 IN A CONDITION WHICH WILL CONF'iGl1RAT(ONS WITH LOCAL MUNICIPALITY HAYING JURISDICTION • PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAY. PRIOR TO CONSTRUCTION # 103020 ----- - 4 13 CONFIRM AL1 UTILITY VALVE VAULTS, VALVES, METERS, BACKFLOW 2. ALL MATERIALS SPILLED, !)KOPPE[!, WASHED OR TRACKED FROM project APPURTENANCES PItE)iEAI110N AS�YBIlES, AND OTHER PUBLIC UTILITY VF_HICLES ONTO ROADWAYS MUST BE REMOVED IMMEDIATELY. ip IN 111E RIGHT-OF-WAY WITH THE MUNICIPALITY HAVING ,iURISDIC1101N. ° 14. ALL UTILITIES TO BE INSiAI-LED AS SPECIFIED IN STMIDOP TRENCH.- - 6 J GRAVEL CONSTRUCTION ENTRANCE 6 C8 C6 C4 CF SCALE: NONE 1'1 %1201114011638 N : ij, I.4n4o tiµ 97T"AYE SITF l'Tll.11"II a+>wr rnc-T.ancxAcr 51,y1,Bl',4(; ra C$av't'l Vl00'+re05'A AM NDJ -Y'!"`"7.. .. ._ :.... .. .... -.-r..•--._-.._..._ ..,.y..,- .. .: ... Q�•1.:. r. et1:;Cw4Wu» .. . .ulh:rr..+il•n ..... fk,:V, ...., .,. ._v in.u:w+.,,n»uer e+YlMr,Mia:ds:..-n ,...w... y CID, I II ' � 11 l I "tilil!II!41!�t 11(1'il IIRI Illf('Ii11�H�j 111 f!tff 1' 1 I 1 4 11 I f.j Ill,l, P'Illllli If .117111 UlI! 1000.1 p I 1 l!) 14f P 17 1 2 23 24 I 21 5fii!'tiA2lllril61l1!UIIj4121::7 28 2 6iJEy}h.•q-Si>Ip�sYf1JA !cr. , �1 • a f I•i r i � w : '3 ki i q •l 7T 5- A4- M, � '' �-I 3 9 � 30 joa » .._. ...........� +w :',i�' �: •f' iy{; .�. ,.. ., S., � T. ._ -' •'. r., -o•A.:,.,, ,,.: ,.. •9 .. ..,.'d:: ,,..... i.- r.. , .:. � ;a're11-1­1111-A4,r F," P.'.fit v: Yt .. .. :. ,w J" •.::,. ::.'., '., ... :.. .. . .. '.: 1. ,... r . ..ISI F.: xV, 6 i a i :... ".. •a�, ,.'d,K:=t.,,:u�, .,. ,'s.:,,. ....::.,.•, .,,,,. ...-,�.�. _..•.:adm,r,-�; a�• n fi a. �.t-.,�fi�».,L._ s; :� h�.. .k'+,i-�it�:4..r.. ,.,u»,-cJt �Lr�„ ':12• -•��'+, 4 �i, , �• eaP F: Pa. 3 I �I r:Y. `r• 'µ � rJ Y•;If K I F I • 11 F p'. 4 9 i, Y: STRIPING; & PAVEMENT STENCIL REQUIRED -—-- ------------- ------- -..---------- - -- --- wr.uu (WHITE PREFERRED) rrl� sit"Mw taw BLUE BACKGROUND do BLUE PAINTED CURB OPTIONAL SIGN NU. OR20-68 &n SIGN--OR20-68 man 11' - SIGN-OR20-60 ARCHITECTURE •INTERIORS•PLANNING -- �OR20-6B,D 2) 44 • 'ACCESS I• E .ROUTE �•' •+' w • ` • ••' ' • •• �• w Y O 4 C1 LILI Cr CL ~ N O N PARKING WITH D.M.V. v DISABLED PERMIT ONLY �:- �YP.) sroP - / 0 ` 01 Q VIOLATORS SUBJECT TO �_ ;:`- I � n Le TOWING UNDER --�: I 30- Typ. a 3 ORS 811.820 AND FINE -- -- - c Vr L_ N UP TO $300.00 UNDER ;:— �` a ORS 811.815 -� ` 1 2" • I .I SIGN BACKGROUND: BLUE 24' MIN. C ..IGN LEGEND. WHITE VARIES _.-- - -- 85, (6'-B') TYPICAL 3 DISABLED PERSON PARKING SIGN_ 2 DISABLED PERSON PARKING SPACE C? C7 SCALE: NONE C3 C7 SCALE: NONE 1 " o { (SEE SITE PLAN FOR DETAILED LAYOUT) `' ' M ® _ C-4 Cn {' V O O C1 - AC SURFACE COURSE � — _- AC SURA ACE COURSE ..n - — `V ---— "" —AC BEARING COURSE 0 0 — ICU 1-4 - - -COLD PLAIN 1/2' NEW ---- D Y LEVELING COURSE -- LEVE!ING COURSE '� F- 4 PAVEMENT PRIOR o.o.G ?� o c �� �/� ~ �-3=0" 6'-0' y, 3'� TO INSTALLATION OF .o'! Q' e,� o �� - \// r/1 SPEED 1 NEW 5' RAISED ASPHALT w o5' !. 0:0 o V c HI UMF I I PAVEMENT *V, ,°_. -BASE COURSE bL68 L BASE COURSE C x x SUBGRADE GEOTEXTILE FABRIC ~X SUBGRADE GEOTEXTILE FABRIC -'� ♦-i CuC -- COMPACTED SUBGRADE COMPACTED SUBGRADE ■M C ) 5' AC cu CIO a PAVEMEN TACK COAT NEW PAVEMENT �R, � 6 TYPICAL PAVING SECTION—STANDARD 5 TYPICAL PAVING SECTION—HE "',VY �R. .� - ------ - --- - ---- --- - 3• WEEP HOLES - 1 �� 7 SPEED HUMP C3 C:7 SCALE: NO":E — C3 C7 SCALE: NONE RESIDEN-,AL AREAS 9� w SURFACE Of �� •� c0 C3 C7 SCALE: NONE ' PAVEMENT CID N �y • � N BATTER o:la- GENERAL NOTES: 41 1- CURB EXPOSURE "E' = 6' TO 9" VARY AS SHOWN ON PLANS OR AS DIRECTED. r 2. CONST. CONTRACTION JOINT SPACING AT 15', AND AT ENDS OF EACH INLET ( � Y LANDING AND RAMP. Q L N 3 TRANSITIONS SHALL BE USED !N CONN. CURBS OF DIFFERENT EXPOSURES "E" SIDEWALK WIDTH .1, • '1 5• .}6. 16• CONSULTING ENGINEERS INC. AS SPECIFIED / ` 12:' ('E" IS THE TOTAL VERTICAL DIMENSIONS Of THOSE CURB SURFACES HAVING A e850 r.EDwooA L4AE, slrtrE 380 T`. TOO, ED COLD JOINT--- 5' MIN I'-0 h1 ii /� 6 },7}' aie• SLOE OF 1:1 OR STEEPER.) MIN. DESIRABLE TRANSITION LENGTH SHALL BE 20' BETVEEN CURB ANC , ( A+I (50.1) 226-3926 i'' `1i"� •?. b �e �• St0:1 A14X. r ` 6 5' }�t' t t }Y PH: 503) 226-3921 F ",I, k °• _ ° . `: SIDEWALK 6. / r to' t6• FOR EACH 11' DIFFERENCE IN '�. cc P0E7uvD. OR. 9].14 4. TOS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY 2% NORMAL UNL".S ' f `� J A, DIRECTED. ' •, "t' °-• ,, "','. %:'_., .. ;. 7 OTHERWISE SHOWN OR AS I �' Q STANDARD CURB a �6 ��•_ 5. DIMENSIONS NOM. VARY TO CONFORM W!TH CUPS MACHINE APPROVED BY THE )I �, �. ] SCOP AND GLITTER 6 5' ' ! r MIN. o+ / -D F 'MED CURB RAMP 9 16� - ENGINEER. PREMOLDED JOINT MATERIAL CRUSHED AGGREGATE BASE COMB,. 5/32' t / .__1 6. ALL. RADII SHALL BE 3/4' EXC;PI AS OTHERWISE NOTED. �+ ,. z, �. f ' TYPICAL CURB TYPE CROSS SECTION to. o.�e' }' - TYPICAL ISOLATION (EXPANSION) JOINT Q`� �./ , RETAINING CURB 7. A CONTRAC'ION JOINT AT WELP HOLES. ATIO SIDEWALK WIDTH 4� I, SETBACK S SPECIFI D i . , AS -._ 5' MIN_ 1' d 1 o NDING , , / 8_ _STANDARD CURB -_ y�RIB wh��� otE�ECTED I �lti h/ �/ / 3�C7 SCALE: NONE D� ` ti 50:1 M X. _ E=P;RE5;3C PREMOLDEO JOINT MATERIAL SIANGA!Zo r STEEL DOWEL �� CO RB AND 6' S' .Yt^fWWI :r GUTTE_S 14 s •,'�' ' ', CRUSHED AG EGATE BASED F PARALLEL CUR�R�MP s, A TO Vii" NOM CIVIL TYPICAL SETBACK TYPE_CROSS SECTION 4'MIN� 1� TO Q7 NOM. - I NO LIP _SOI J NOM 00,O�,4 a� - 6'-•0" LGNG PRECAST DETAILS 6" M1 6" b11N CONTRACTION JOINTS AT •" . APPROXIMATE 15' INTERVALS 70'� ° ' STANDARD DRIVEWAY SECTION •;,:_..----S�� CBY ONTRACTION �•�� f - - •TO,0TOOLED '� UTILTY VA0 WHEEL ULT OR INTERVALS P -DUMMY" JOINTS DINTS BROOM L MIN. 2" OF G o c� phase Permit Set AT APPROXIMATE 5' COUPLING FOR PATTERN CRUSHED AGGREGATE BASE APPROVED EQUAL WFEPHOL.E PIPE —�= I RAMP I XTURE DETAIL _ lo" 1'__0- ,' r� f TYPICAL ISOLATION (EXPANSION) .. JOINT WITH DDDWEL. -ice TYPICAL_ SECTION THROUGH COMBINED CURB RAMP _ — ate December 19, 2003 qr, , T/3 I _ I I lI NQ-TL5 -- revisions I I r' I i THE "AMER!C:ANS WITH DISABILITIES Acr (ADA) REQUIRES THAT ACCESS RAMPS WHEEL CURB - D TO SIDEWALKS CONFORM TO ALL FEDERAL. GUIDELINES. EXCEPTIONS TO THE STOP REQUIREMr_NI-S IN THIS DRAWING MUST BE APPROVED BY THE ENGINEER AND AC PAVING MOST COMPLY WITH ADA. --- - -� .- - JOINT IN SIDEWALK TO'`3" WEEPHOLE --- _ r _i•!F II' ,• d• o, ` STANDARD CUR,j do GUTTER MATCH JOINT IN CURB 2. NO ABOVE GROUND 11TILIFIES ARE PERMITTED WITHIN RAMP AREA. -- -- — - PIPE, LOCATE AS CULL JOINT DIRECTED 3. LANDINGS SHALL BE PLACED AT THE TOP OF EACH RAMP I LEVELING COURSE . -' LANDING _LOPESSHALL NOT C E [ 501 IN ANY DIRECTION. I ON.TYPI A PN VIEW - - THE SLOPE OF THE SURFACING AT THE BOTTOM OF ]HE RAMP o 0 '.•{_ TYPICAL CONTRACTION JOINT (SEE SITE PLAN FOR SCORING JOINT PATTERN) SHALL NOT EXCEED 20:1 FOR A DISTANCE OF 2' (SEE a p , BASE COURSE ,a tMOIL TYPICAL SECTION ABOVE). 1.SICE ALKS 8 FEET AND WIDER SHALL HAVE A LONGITUDINAL, CONTRACTION 4• MINIMUM LANDING DIMENSIONS SHALL BE 4•x4' w -- (2) 0 PINS A L JOINTS TO BE TOOLED WITH AT THE MIDPOINT. RAMP SURFACE SHALL BE TEXTURED WITH RAISED OIA.MOND RADIUS UNLESS SAWCOT 2.CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 4" MIN.; S'' TEXTURE. TEXTURING SHALL. BE DONE WITH AN EXPANDED EtCt THICKNESS IN DRIVEWAY SAALL MATCH EXISTING D11iVEWAY. METAL GRAPE STAMPED INTO THE CONCRETE. _ project 030203.INSTAL.I_ Y PVC WEEPHOLE PIPES IN SIDEWALKS IN LOCATIONS AS DIRECTED BY THE ENGINEER. PLACE CONTRACTION JOINT OVER THE TOP OF THE PIPE. 6. CONCRETE SHALL BE 3500 PSI COMMERCIAL GRADE. 4.CON SHALL BE 0500 PSI COMMERCIAL GRADE. DC7 SIDEWALK ACCESS RAMPS _12 CONCRE•IE PAVEMENT JOINTS 1 cs c7 SCAt_F: NONE ___:. _ -_ -- --..-----__-- i 1 SIDEWALK _ -- -------- .._._._ __----- _. c �s�ALL: N01`1 __--- __--- g PRECAST PARKING BUMPER C3 C7 SCALE- NONE C3 C7 SCALF: NONE �— C7— 1'1 �I Enos-nol►�N 1 Ih5ll %1 97"' AN "10 ;I I } 04WTrWT00Vk =YAW1 :C00_AIrt111A"SLI& t •Iy}��� tom•*• 'ssr,w•{m{:r•Du ,n.!rW, M lNrh ' , A.lVIA4.. •w•q••,.-.,...,,„•.. ......•«•r•«-..r.. ..�,.a.,..••.�.....�......�..n.w..,.r...,-....�.,.,, .�.,....«..�.... rw•..�,�............�..».w....�—..."-.r..+.....r.•.ore.«.w.n. CmT �wdliArlSik�ti�lst +tb�.i�4Yw��,� ��•.- i I - d ; DOR±.tom 3 d 9 8 7 A Q r I I ;hl 20 1 2'2 23 e4 2`S 2e • ' 2a ;y O ?. 13 14 IA IF.� a . t ,. i V t �, .I,' _ w woos moo 1 , MOW fi%Y6ohMr1Po+.. tliWDOWM:4.Mk44.'.�IeMT .I ".iaR."";.. .. . •TN.. . A e... 94 1l;Df� jwr • WATERTIGHT NOTE: o SANITARY w -- MANHOLE STEWS MUST BE TIGHT AND FIRMLY a - EMBEDDED. THE'r MUST ALSO MEET THE ASTM 0 0 o u TEST FOR WITHSTANDING PULLING OUT. TAMPERPROOF _ --A a STORM (2 HOLES MAX o 48" -I' . � o C+ GR SANITARY �— v (uD ±• ' • Td COVERS) -f �� * a m 'I ARCHITECTURE•INTERIORS•PLA4N NG MANHOLE FRAME AND COVER AS SPE.,IFIED. I . - Th .a •e A A FRAME AND RISER RINGS SHALL BE SEALED - - -� �� 24� WITH PREFORMED PLASTIC OR RUBBER TO FINISH GRADE ( m c_ •' I Pa j •' 22" \ FORM A WATERTIGHT SEAL. GROUT MAY BE ___- II L ,, '• 12' PLAN LUCONSTRUCT INVERT CHANNELS 10 USED FOR STOPM SYSTEMS.--- m I Q ( E CAST IRON TAMPERPROOF & WATERTIGHT UNIFORM FLOW LINES WITH o _ GRADUAL TRANSITION SECTIONS. VAABLE FRAMES AVAILABLEIN STANDARD OR SUBURBAN PATTERN] 'L max z' � W � a O.D. SST EXTEND PIPE INTO BENCH SLOPE ADJUSTMENT KINGS PRECAST BASE r-� - _ ' MANHOLE AND GROUT -}]2:I W c x MANHOLE STEPS SHALL NOT BE I -1Q-�4" - V-- ^ 27" — WASHER, 3/32" SMOOTH c I — 25- --� THICK, 3 REO'D RUBBER BOOT PROVIDE UNLESS OTHERWISE SPECIFIED. •� \ � I T 2' - W PER COVER -1 \ M r 0 iNVER ALL JOINTS SHALL BE SEALED WITH 6" I \• � �' a }�o _ FLAT RUBBER WASHER, ,_s,,.�,.-:.NNE PREFORMED PLASTIC OR RUBBER RING -' T�•ss-�_n�r�•�L 3-3,/e' FOR - 3 REQUIREU PER COVER COMPACTED 3/4"-0 GROUTTO ED JOINTS M A RMAYHBESUSED FOR - - _ _- PLASTIC SAFETY STEP Z v N -_—J' - 6R ' CRUSHED AGGREGATE BASE STORM DRAIN SYSTEMS f • a' Q :f�i ti" COPOLYMER POLYPROPYLENE PLASTIC �� s • rn N is NEOPRENE GASKET, 2J` � � ry/ x (� SHAPE CHANNEL 70 MATCH BOTTOM STANDARD PRECAST MANHOLE — - 4 y OMIT FOR TAMPER-PR' cz . - d" z ,� I HALF OF PIPE. SECTIONS AS REQUIRED �` � -' - —� COVER , 4 " 1/2" GRADE 60 REiNrORCEMENT ',/ �'.e 14 ` O M1 � PRECAST MANHOLE BASE RUBBER BOOT -- (a2" 1F SPECIFIED) T I N HEX HEAD SST CAP < , s o C APPRORON STANDARD ARD SCREW, 3 REQUIRED I OR MANHOLE ADAPTER �` I 13' CC i _j < N PER COVER SECT ON A—A ° 3 NOTE; PRECAST MANHOLE --- BENCH SLOPE 12:1 a s cm REQUIRED, x 1� PENTAGONPL SECTION RU6FER MATERSTOP 3 •, • I o 12" MANHOLE BASE-- - e' , I OR HEXAGONAL HEAD, BRONZE OR CAD. PLATED. EXTEND PIPE INTO �._ REQ'D FOR PVC PIP - p i0 INSTALL FRAME SO THAT ONE BOLT BOSS IS LOCATED MANHOLE AND c$TCg (PRECAST BASE SHOWN) - -, ---�i,'•I 8 8-5/8` ° _--- OVER THE MANHOLE LADDER_ GROUT SMOOTH .-- _ SHAPE CHANNEL TO BASE ROCK - ---'--- ,• `� ,., (` •�-�-� MATCH BOTTOM HALF OF �i_ BOLT—DOWN DETAIL AT SPRING LINE OF PIPE :`r PIPE. (6" LAYER MINIMUM) - --{ 24 (FOR TAMPERPROOF AND WATERTIGHT) EXTEND CHANNEL UP TO i�;��f=•;+ i :'r 6" MIN. 30� CROWN LINE ON 12:1 --�-- — /6 3/4" GALVANIZED BAR i/�' °• `''+ a RUP.BCR GASKET BATTERGLUED �— fes' .1•= CAST IRON _SUBURBAN FRAME INTO COMPACTED 3/4"-0 CRUSHES MATERIALS: FRAME AGGREGATE BASE----- GALVANIZED: a"FOR GALVANIZED STEP (APPROX. WT. - 305 LBS.) CAST —IN—PLACE MANHOLE BASE #6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. WATERTIGHT GASKET DETAIL —"�� REINFORCING BAP CONFORMING WITH ASTM A-615 GRADE 40. SECTION A—A ]. STANDARD PRECAST MANHOLE SECTION DIAMETER ;;HALL BE 413". NOTES: NOTES MAX PIPE SIZE SHALL BE 24". GALVANIZED COQ."GRMING WITH ASTM A-123. 1. TAMPERPROOF COVERS REQ'D ON SANITARY OR STORM DRAIN 1. CONCRETE SHALL BE CLASS 3000 COMMERICAL GRADE. MANHOLE WHERE LOCATED IN PEDESTRIAN WAYS OR EASEMENT 2. ALL CONNECTING PIPES SHALL HAVE A FLEXIBLE JOINT PLASTIC: AREAS. TAMPERPROOF COVERS FOR SANITARY MANHOLES SHALL 2. CHANNELS SLOPES .N CONSTRUCTED TO PROVIDE WITHIN ]8" OF MANHOLE WALL. HAVE 2 HOLES MAXIMUM. SMOOTH SLOPE.. P.ND RADII TO OUTLET PIPE. r MUST CONFORM WITH ASTM C-478. 3. BASES MAY BE PRECAST OR POURED IN PLACE. 3. SEE MANHOLE BASE SECTION DRAWING FOR BASE DETAILS. STEEL REINFORC,NG BAR MINIMUM 1/2' GRADE 60. 2. WATERTIGHT COVERS REQUIRED IF LOCATED WHERE COVER MAY 4, THIS MANHOLE BASE SECTI N SMALL BE USED 4. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF MEETING REOUIREVENTS OF ASTM A615 ENCAPSULATED BE SUBMERGED. FOR PIPE SIZES UP TO 24�. ASTM C-478M. WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE 3, FRAMES AND COVERS SHALL BE STAMPED WITH 5. USE RUBBER BOUTS 1F PIPE IS FLEXIBLE. MANUFACTURER'S INITIALS, HEAT NUMBER AND WITH SERRATED SURFACES. POINT OF ORIGIN. BOOTS MAY BE KOR-N-SEAT_ OR EQUIVALENT. 4 MANHOLECOVER FRAME DETAIL 3 _ MANHOLE SASE SECTION DETAIL 2_ MANHOLE DETAIL _ 1 MANHOLE STEP DETAIL _ C8 C8 SCALE: NONI_ C8 C8 SCALE: NONE CS C8 SCALE: NONE C8 C8 S'='_E: NONE o ® '� � �•z N � ® PLACE 'C" MIX <C D I� Sit. U MINIMUM THICKNESS uI O OF' 4" OR THE SEAL SURFACE OVER N _ a; SEAL SURFACE "T r 0 THICKNESS OF THE CAS IRON COVER �' _ MINIMUM TRENCH PATCH { J&NT WITH TACK AREAS PAVING AREAS J0INT ® (�FRAME & GRATE ELEV. ROUND SOLID COVER WHICH ED PAVEMENT, WIDTH ROLLS WIDTH MATERIAL AND SAND [OVER WITH ?ACK �� —� WHICHEVER 15 R• 6 SEE FLAN. STEPS OFFSET 1 MARKED "DRAIN" GREATER. ;'OMPACT PLUS 2 (AC PATCH ONLY) TACK COAT - COAT MATERIAL W/LOCKING BOLTS. AS SPECIFIED— 6' - I JOINT MIN. do SAND _�' _ �L AC OR CONCRETE PAVING U w" "'"- INTERFACE (('AC PATCH �' �- OR 0 T HER SURFACING OVERFLOW ELEV. I - NOTES: EXIST. PAVEMENT EXIST. PAVEMENT TYPICAL 'AC _ TO PROVIDE Y r c TACK COAT CUT EDGES a— 1. PIPE S ZES & SLOPES PER PAVING ///l�!• o DETENTION I^ Z a _ i/ 4Q iii Jc OIL SEP. OVER FLOW PLP•JS. �,\�,\�\�\\��� \\\\ \�\\\ \\\��\ `\:\ � TOPSOIL & LANDSCAPING ' °UNDISTURBED PER PLANS 2. METAL PARTS OR GALV. \ \\\ \\�\����\\\\;�' ° a •,o�.: ,��\\\`\\\\\\\\\�\\•\ \ r 'J' `c 5" T = I \_ \ AS INDICATED OR / EXISI]NG z � � n i< STEEL PIPE HAVE ASPHALT \��\\��\���\� \� �' •' '•Q' �' ��\\\���\\�\\�\�\\' cELSEWHEREO �' 3 1' I \`\\\ \\\\\\ \\� \ .4 ,\\ \\ �\ \ PECIFIED AGGREGATE BASE J `" n cu PIPE SUPPORT - TREATMENT 1- \• \ \ \ \\\ '3 " \ \ C&I- \ \ \��\\��\:•,\\\��.,.\.��� �:��\.�\� \\�����,���� : I - CON, PAD REQUIRED �s Q CHAIN-200 CAP. 6"ELBOW ORIFICE 2 rl - .`.�" -` " Tin g„ CLASS J _-C CONCRETE AS IN PAVED AREAS ONLY � SLACK WHEN GATE : ( ) � _ � MEC IANI_ __ PLUG PECIFIE 4" MIN _ -- Tt UNDISTURBED AC PAVING 4" -- AGGP.EGATE � � (� IS DOWN. FASTEN UNDISTURBED z BASE (EXIST.) THICKNESS OR r3ASE do LEVELING ]< I CD CHAIN TO FRAME. _ BASE (EXIST.) MATCH EXISTING �'^,, I:OURSE MATERIAL �� ■e (D of N COMPACTED AGGREGATE PAVING THICKNESS� MATCH EXISTING ■� std � c•M BASE, CDF OR FULL WHICHEVER IS AGGREGATE BASE CAST IRON_ FRAME �.� QD Q r CUTLET PIPE INLET PIPE DEPTH ASPHALT AS DIRECTED GREATER THICKNESS � 4" MIN cu cn - COMPACTED TRENCH BURIED WARNING - TRENCH N '�13 � BACKFILL AS SPECIFIED BACKFILL � C INVERT ELEVATIONS CLEAN OUT GATE TAPE W/EV!6Ei)DED -0 Q PER PLANS i �i UFT GATE NO. 70 TRACER WIRE -- - -- ---- - _- Q [� S, N C/C/1-LG. CASCADE �„ z ? 12" GALVANIZED CULVERT INC. PIPE = — STEEL PIPE `� __- _ ZONE , v 6.1 ORIFICE PLATE WITH TRENCH WIDTH 1.5' DIAMETER ORIFICE (ACTUAL) a -- - — PIPE � � 4" CONCRETE STANDARD GALV. a o PIPE STEEL STEPS -- i: ...,. ..., i BEDDING 1. ALL EXISTING AC OR PCC PAVE- . NOT�.��-'•MENT SHALL BE SAWCUT PRIOR � Z-_ _. MECHANICAL PLUG CONSULTING eesoL�BxovD rw.EGsrrrE 3ev INC. TO REPAVING. - FOTRENCHD -L PORTLAND, 0R. 97224 5'-T� FOUNDATION -- -"" 2. CONCRETE PAVEMENT SHALL BE STABILIZATION AS ° pti (5�a; 22e- se: FAX: (�aa) Zzs-gaze REPLACED WITri CONCRETE TOA REQUIRED --- - _8 FLOW CONTROL_MANHOLE MINIMUM THICKNESS OF 6" OR TO �E` PIPE 6" THE THICKNESS OF REMOVED MIN. OUTSIDE MIN. � C5 C8 SCALE.: NONE PAVEMENT, WHICHEVER IS GREATER. B_DDINO Du_ CLEANOUT 3. IF EXISTING BASE MATERIAL IS CTB OR ATB, THEN REPLACEMENT 24' }I` BASE MATERIAL SHALL MATCH EXISTING. MIN- N T % ALL CLEANOUT MATERIAL TO r 7 STREET CUT _ 66N), UTILITY TRENCH SECTION BE SAME AS CARRIER PIPE. J y ✓G�rtB.�ge � C5 C8. SCALE: NONE — C6 C8 SCALE: NONE 5 CLEANOUT —_ SCALE: NONE LAST SEGMENT 9 DAYLIGHT --- _ 10 BE CONCRETE PIPE CIVIL�/ .• 10 GA. STEEL CATCH }r` -3/4- SMOOTH BARS W/ BASIN. PAINT INTERIORENDS 28"x28" HEAVY DUTY DETAILS T PlNl FRAMEW41'DOC MAX BAR a C•B.X6�R(LYNCHAC HOR 12" SQUARE CONCRETE PAD W/ ASPHALT. IRON GRATE e'y SPACING a APPROVED EQUAL) FILTER FABRIC LINER HINGED DEFLECTOR TO r LINDER ROCK - A •� 6' C.I. NO-HUB FACILITATE CLEAN OUT phase Permit Set �-3/4" BAR FRAME 1/8 BEND ---- - } CAST IRON CLEANOUT ----- date IDecember 19, 2003 /� 4" FVC PERF PIPE--•- - -- _ PLUG Jk COVER -=--= ---- 5 IN 12"x12" TRENCH -= 12" 10' U" 5�- revisl0rlS 4� -$---# OF GRANULAR DRAIN MIN RIPRAP BASE LANDING \ _ 4^ ROCK WRAPPED W/DRAINAGE GEOTEXTILE w 1 2RIPRAP _FINISH GRADE- 5 �—_l HICKNESS jte- FOQTINvLFABRIC6" MIN.j. , ;.:, - �� --- SOIL PTFE FURNISHED GRADE --- i� �� _ / DRAIN ROCK 36" -- - �.�<; CUT TO CORRECT i. LENGTH BY CONTRACTOR PVC RIPE UNLESS OTHERWISE NOTED '--'�--'--`-'-- _._.---_ � � �• 24" MIN. 2">,5' ANCHOR STRIPS WELDED TO 3/4' -NOTE: FILTER FABRIC RIPRAP FROM FL01h' --- -- 70 STORM DRAIN , d �IEVATIONAAD SHOartv -- - BAR FRAME. 4 PLCS. SPACED UNIFORMLY PROTECTION TYPICAL AT ALL FOUNDATION _ A!ANHOLE OR ` 4 ON PLANS FASTEN WITH 1/2" GALV OR NON--CORROSIVE CULVERT DAYLIGHTS I - -- ?I`'. DRAIN SYST �� — CATCH BASIN � e < , BOLTS & NUTS. , a 13ACKWATEN — -- -- -- -(124CUL.VERT DAYLIGHT "A' � 'r 24. projectSCALE: NONE -- �— _ — 4" MIN 3/4"-0` C.R. -- NOTE CATCH FASIN Ac 1 1- BACKWATER VALVE-� _- - COMPACTED BEDDING GRATING TO BE RATED C5 r$ �cALF. NONE 10 SUBSURFACE DRAIN DETAIL FOR H-i0 LOADING = C��C8 SCALE:--NONE _g METAL CATCH BASIN C5 C8 SCALE: NONE- I,I �tzt�_ i3R 1�F_ SITE l'Tli.l"I1! 90F 10 r.. 01�tT1p a ^'•XfA H1H•di A(k Ki.' . ., ,. .. .:. ....... �, ._ ..... ... _—.-... ..-_ __ "_-'-.fit_" .. .... .......rer. ,.._... ... ._ ._...,..._ ..-. .+......,. ... .. _r•n•r:'f"OYaMM'Mr1t•'q�1.Y�h �R! ,�1.��1A4."4'I.��111�"i1...Y .'b" .t;�.-wMr<T.y.Yk"Sy n 41' iYr¢r kl K" 4 1 ... .: .,.:- ..-._,. ri Till +h+TE!• .t• - .r I � � I In I I I a I3 ,a o,.. ''7 8 A 2 a l I , �, 0 '� _ 2 2� 24 29 2P 217 29 20 r . , a: • e I � w 1 t I(4m`��d r1t ;, ta ,-.., t -. ! �: r:' .., -r .-... 1 ! 11 I: �I '• 1 !�� f 1 l `� a •IwWt�r:i�IF'esie;.Trym+.-»,M•>t"'*y�*j�S'�,,+.r:-. � �`.. ",. t. I 1` 3 I ,e - 1 T ( 1 , 1 t I I I •� I '�,A 1 r �t • r y j ry q..�r ��.�C gyp Ai 1 ' t• l .: .. _ _ ". 7 ilwru• a ,. h.YrifrL + ti tw" TuM. " na tl8 41.a•ur #'ri'si,�r . rM"b. ..�* - '-----„ '—.--- -s.«r,r,I. u,..+".rr.orr+`tiw+-.l+ar,+..r.yr„sr.+r• rA�'A-.huara�. -r•.-�n,n. - . ..�Mtt,^►.?l��S.rTa ,�eo8r• ...._ _ 'S .. ' lili '4'tYr�Rr, f •• 4 .,4 iW aF I r. •, ,,A 4y'kF k�M�1Nrl'fi\ Al�lWn t 1��P mamma 1 RE,NFORC-Nr, BARS WITw GENERAL-NOTES: _ I MINIMU'+A 6. OVERLAP RIII IAI FLOW 8' OUTLET _ -- ----- - I FOR PERWETER SLAB CARTRIDGE PIPE STUB (STD) I.) STORMFILTER BY STORMWATER M"-.I.aGEMENT III PORTLAND. ORECON (800/548-4667). (SY CONTRACTOR) Q 2.) CATCH BASIN MUST BE SET LEVEL. 3-) EXTERNAL PIPING AND COUPLINGS TO 8E PROVIDED 8Y OTHERS. DATA BLOCK DATA BLOCK AACNITECTURE•II1T1CCI1$#PLA1IMtM4 i 4•) FLEX:B,E COUFLING TO 6E USED AT INLET & OUTLET. FERNCO OR ENGINEER APPRMID. - - - Q I 5.) PERWETER SLAB TO BE PROVOEO BY CONTRACTOR ONE-CARTRIDGE STEEL ONE--CARTRIDGE STEEL 6.) STORMFI,TFR REQUIRES REGULAR MAINTENANCE REFER TO OPERATION AND MAINTENAI t f '� d LW4UAL FOR DETAILS. FCATCH BASIN STORMFILTER CATCH BASIN STORMFILTER A _� � i 7.) CATCH BASIN STOR+MFILTER STRUCTURAL SPf.CIFICAT►G+NS: STRttCTURE CALLOUT uD __ E� 5"n CTURE _Cx T IO p E 30 �' I LOAD RATING: 20.E LB. INATER OLIAUTY FLOW CFS VC - °D • ( } WATER CttW.- FLOW (CFS) t ..C.�^.2 ."'. d I i C INSTRUCTION: 1/4' STEEL C ) G 20 CCNVEYAAICf `_ W (CFS) 0 20 �' • o / E PLATE ONvrYAf+:E FLOW CFS r COATING: CORi20SION RESISTANT, ALL SURFACES RETURN PIE OF P£.A9 FLOW 25 YEO RETURN PEF : VQ% PEAK FLOW 25 YEAR W d UNf' *EIGHT- 650 LB. MEDIA TYPE PERJTE MEDIA rYPE _ PERLRE _ INLCT GRATE: DUCTILE IRON 8111 E� /A'iih �"'���'�� - z PERIMETER SLAB: REQUIRED E - 286.00 RIM E_EvATM_a_ _ 290,25 i t - I.E. !)1AYETE4 (O+F�x. aw - _-., 2 --i E OtAMETER 3 s Q I C (CKCK ICM E-OLIT 2-n I !Nt ET STUB 284"20 6' 01 INLET STUB - __ _ • OUTLET STUB 283.70 8' PVC OU7LE' STt1E 28795 B' PvC z •o Q The STURlI7tIATER 1LA�AGEYEV7 CONcIGURATiON: CONFIGURAT:•. C LIFTINC EYE MP) � r C'.S. PATE�zT No. 5,3.22.629, OUTLF,T J c d r OUTLET i I a --'-`--- No. 5.707,527, No. Q,02'7,639, No. 5,824,576. A.�C OTHER U.S, I y =I o % �� INLET PIPE AND FOREIGN PATENTS PENT) NG ] SOLIC LIG- INLET GRATE STUB (OPTi NAL) `,/ ! 3 I 1 j J _ETT o of a 0 A CATCH. BAS!N STORVriLTER - PLAN VIEW 1 �'T$CNS (AVAILABLE AT EXTRA COST" _�-- _laE A EXTRA COQ: j OUTLET STUB - OTHER THAN 8' G+.AMETER _ OUTLE' _9 - OTHER THAN 8' DETER �.ERFLCwr MCLET STUB ] 11iLET FFR�VtETER SLAB +�E•R CREST i 3.00C PS CONCRETE (t?Y CCN'R4CI INS�^E RW IN;7� Rltl _ TC NSIDE OF F;bM 0 OTHER: J OThEF t 7/8' --- 8' _ t 7/8' 2--/4 FLEINFOI�CiNG &�S t 4 I-;BY CC*47RACTOR) rri _r a E. �I I i a STORMWATER I7C��2074ERR STOl�.MWATER , 2'-3 =/4' MANAGE H E N T I N C. h1A hAGEMENT INC. T?Q2t-S (503) 240--3393 FAX (503) 2s,,D-9553 (`'-J; 2+a-3.:93 FAX (503, 24C-9553� I 8' CUTLET PIPE u --- - 1 I STAB (STG) VAPJES a'sR=C'W �,.. ` -4-J co r WK Ek WITH f U �4 Cr +� INLtr;'�_-_ C- �+ E. `� CLiJINCcrI 2t:•a�u5c� `• N CN r-EASOUT OPENING CI L 1'/'E' ' : '4•___ IN OVERFLOW WEIR C7) _ e O C/Z TYPICAL _ ® v CATCH BASIN STORMFILTER - SECTION �'iEw %�� t c TYPICAL 0 A-AN CATCH BASIN STORMF,LT_R - SECTICN V;Ew _g\ 0 � O cpI- � � U 1 TYPICAL WATER QUALITY CATCH BASIN 4� 5!cg 5���_. N"S a t� cu . � L_ o 73 . (:c -7 rt+E N BLOCK d �� an c' f SEE NOTE 4 MU%ICIPAL APPR^rK' _ s RETAINER GLW) BACXFLN DEVICE SEE NC-7- 3 SPOOL FLGx Pr � . - - -- - --- - - - - - - - - I ---. SEE NOTE 1 3 ' A 1 FL WCE COUPLING ADAPTOR FLO1� ! i AdW I I LAWAA DaENS10% SKk-' EXTEND 4{? AB04 T4E TOP RUNIC OF LACCER CONSLSTI`G ENGINEEPAS INC. NOTES: i t ! SW "(G CHECK VALVE r-- - I--1�3..- t - �"~ I w/ BALL DRiF 9£50 ROW009 SSL SUIT 3t.: V > IIE';,Tltw„ OS-K �c, (H�RIZ�1'AL) VMUME OF TH.RUS' BLOCK PORT../,VD. OIL 972£1 ;a 1_ CONTRACTOR TO SEAL ALL OPEN,%M �' - � L- KARING AREA CF THRUST BLOCKS IN SO FT IN CU rAS CVER-ICAL) Ini. (5m) M-39m 9&t t5= a REWIREbfvTS IN VAULT w/TvCN Si+RiNKtAlT. t -� -- -` ` i` �'ZZ TEE 4G' BEND 45' 22 1/2. 11 1/4• ITTI BEND Aa�E 1 - SIE +ANC+M DETAi; BEND BEAD BEND SIZE tg. 223• I1"2s' J 2. CLEARANCE BE�1A'�N WILL & DEVICE t � 4 � I f f FIRE DEPARTMENT ATTACHED LADDER SUPPORT TO j%SIOE � rMIN. I-II U EXCEPT 8'HIN• IIrWX i ! i I CONNECTION- CWACT LOCAL FACE OF VXXT CIONS OPENIiIG AS SKVN C9 C9 I ; CENTERIJNI= OF RUNG MLIST BE SET I ` 4 13 1.8 I.0 it 1.0 4 1.1 C4 02N. FOR 6f(;,-WA VAULT. t � Fid iiAR".x'�'•._L. _ 3. TNF2L'ST BLOCK 12'MIN TMtr>cYESs ( ' ! ' 7' FROM FACE OF SjRcA.E 9Ea+IN0 "r. i : SECURE PCWv_R CORD TO SUMP 6 2.8 4.0 a t l l , i PUMP, CISCHA-CE PIPING w/ ' 2.2 i1 La E .0 1"0 16 -j�� j NrLOIN CABLE TIES_ 8 S0 7.! 38 2.0 L0 8 4.0 1.5 06 A I I �� I 12 11"3 160 S7 4♦ 2.2 I2 8.5_ 32 1"3 4 DC'ECTOR It�I:R TO READ IN C1�C `--- --- - --- - ----- -- �Z-` 1 r-_ i -- !! Z NOTCHFKF�7R DiSCtiARGFTLRE GRATE /PI tNG OUT 16 20.1 28t 15.4 I 7 8 3? I6 I<8 5.6 23 GRATE SHALL BE RMVABLE 2C 311 &A a 2t 0 I2-3 6 2 4� 'n.,3 r 4+ i PLAN _� w ISCHAR D d SASSEIr9Lr OF 219 45.2 6 A 34.6 17.7 6.9 q 8. W� � },.•FRNATE SDC LOCATION --_ T CURD CtiR DISCHARGE PivING �* DRAIN O 3 PRCVtOE PtMI�R SCt:RCr vft.A2 WEY vt to ►r. GROUN u L INE-� Y'y IN-r MAX r _ _ _- STORW ORAI N /l t F WIRING Uv ,w FsoC v - �--[�----- - REO ' OR SL`11P ?t,IYP. r ��' ^�/ '�-3 ----- I 1 �/ /f 'i ` \ i� C ib• Te, CR R3S I I - j f! _ w/':ABRiZA CiVIt.. ( A - - -- - ---- ----" - - � 1! ' GATE '`"-- I - YIN_ . i DETAILS /---18• TAG OR B&S CLiJIRMKk Gh i R0uw Cd TCH BA5 i h Q• �e •• I I ISOIATTOI, -'•ILL VALVE PROVIDE t C R ( •/FABRICATED CRATE. � Pt vALWo�lE� p5av ---- - - --- -- ' TO ANY o�-R+.lcT ipN �.• �'-�,''- --�' •� ' phase Pe�^�r �{ ��- I _---II ON EITHER SIDE i MAJrUFA TLE" NG , " - I tt t I i I cr LAOf1ER r= T VERTICAL BEND date December 19, 2003 INLINE CHECK VALVE CLEAR TO '-- IS7lATi01t$ BALL *`e I TQ .MP -�-= VALVE F SIZE G ROD 0W" revsoOr15 - I t TR' ?-� _IMINE CHECK ~~. _ - -A I T ! i I I r r VALVE ' i4'-15' R8 3b• _- r ATTACHED LApOER _�-1 L_ _ - t I SCREEN _ -__ �� _ - SUPPORT i(1 FIR �,, 111 PTPE STAND--� OF vAULT - - _ 1 --'L0n--- -----� _ - -- !t 1 _-_-- INSTALL S;jwP -~ it i>'1q{$T 1LOKK:IrG A' ALL TEES. 1E+rDS AND 19: -- --- I P',,,'wP. SEE CONST?. PROIw-,DE I/! 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