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6600 SW HAMPTON STREET-2 4-, >t KEYNOTES: Of PARKING DATA LOCATION f ro �. 1• 6' EXPOSURE EXTRUDED CONCRETE CURB SEE DETAIL 1/C7.0 BUILDING AREA BUILDING USE *PARKING ALLOWABLE - PARKING PROVIDED -- 6600 SW HAMPTON STREET AND THE SOUTHWEST SIDE OF THE SW HAMPTON .� L ' 2. PROPOSED LANE STRIPING SEE PUBLIC IMPROVEMENT PLANS MINIMUM _ MAXIMUM STANDARD COMPACT HANDICAP CAR POOL FL EET TOTAL STREET168th AVENUE INTERSECTION. WASHINGTON COUNTY TAX ASSESSOR'S MAP .�, a m ^j 2S101A TAXLOTS 3200, 3300, 3400, do 3500. v M EXISTING AREA - 41,300 SF MEDICAL OFFICE 3.9/1000=161 4.9/1000=202 94 60 6 17 55 = 232 2 a 71 ?` 3. ALL ISLAND AND EXTRUDED CONCRETE CURB RETURNS TO BE 2.5' RADIUS UNLESS NOTED PROPOSED AREA -87,877 SF GENERAL OFFICE 2.7/1000-239 3.4/1000=299 133 138 5 7 0 = 283 OTHERWISE. - -- SUBTOTAL 398 501 227 198 11 24 55 = 515 n 4. CONCRETE SIDEWALK SEE DETAIL 5/C7.0 COMPREHENS;VE PLAN DESIGNATION *NOTE: PARKING MAXIMUM DOES NOT INCLUDE CAR POOL FLEET/HANDICAP PARKING 5. SIDEWALK RAMP/HANDICAP ACCESS RAMP WITH TACTILE SURFACE SEE DETAIL 4/C7.0 **NOTE: TOTAL ON SITE PARKING INCLUDES CAR POOL/FLIEET/HANDICAP PARKING MUE, MIXED USE EMPLOYMENT 6. MONOLITHIC CURB k SIDEWALK SEE DETAIL 3/C7.0 7. INSTALL 6' CONCRETE WHEEL STOP SEE DETAIL SEE DETAIL 2/C7.0 ZONING DIrSIGNATIUN 8. HANDICAP PARKING STALLS AND VAN ACCESS SEE DETAIL 8/C7.0 n r MUE, MIXED USE EMPLOYMENTn 9. 4' WHJE PARKING STRIPING SITE DATA 10. LOADING ZONE. STRIPING WEST SITE DATA EAST SITE DATA TOTAL SITE DATA (WEST AND EAST) n ," 11. PROPOSED AC PARKING LOT EXPANSION LANDSCAPE AREA = 30,099 SF (28.61x) LANDSCAPE AREA 52,097 SF (22.48X) CL LANDSCAPE AREA = 82,196 SF (24.407.) 12. RUBBLE RETAINING WALL BUILDING COVERAGE = 22,504 SF (21.39X) BUILDING COVERAGE = 37,027 SF (15 98X) BUILDING COVERAGE = 59,531 SF (17 67X) r 13. EXISTING 5' PUBLIC SIDEWALK PERVIOUS AREA NOT = 2,174 SF ( 2.07X) PERVIOUS AREA NOT = 6,097 SF ( 2.63%) PERVIOUS AREA NOT = 8,271 SF ( 2 82%) IN ALLOWABLE IN ALLOWABLE IN ALLOWABLE 14. PUBLIC SIDEWALK RAMP AT CURB RETURN. SEE PUBLIC IMPROVEMENT PLANS LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA `l) 15- STRIPING SEE PUBLIC IMPROVEMENT PLANS IMPERVIOUS AREA - 50,429 SF (47 93%) IMPERVIOUS AREA = 136,509 SF (58.91X) IMPERVIOUS AREA = 186,938 SF (55 11%) SIDEWALK AND SIDEWALK AND SIDEWALK AND 16. NOT USED j� 17. RECONSTRUCT EXISTING DRIVEWAY SEE PUBLIC IMPROVEMENT PLANS TOTAL AREA = 105,206 SF (100.00%) TOTAL AREA = 231,730 SF (100.00X) TOTAL AREA = 336,936 SF (10000%) 18. 5 SPACE RIBBON BIKE RACK 19. EXISTING DRIVEWAY TO BE REMOVED. RECONSTRUCT CURB TO MATCH EXISTING SEE PUBLIC D IMPROVEMENT PLANS [Tip 20. NOT USED _ D 21. EXISTING; STRIPED CROSSWALK G 22. 20'x20' CONCRETE PAD FOR PROPOSED TRASH COMPACTOR AND DUMPSTER. CONTRACTOR Of; TO SUPPLY ELECTRICAL POWER TO COMPACTOR. 23. EXISTING COVERED WALKWAY TO REMAIN t- 0 24. FLAMMABLE STORAG SHED SLAB, SEE DETAIL 7/C8.0 (BLDG. BY SE GRATE PERMIT) M , C20 01/06 25. GAS AND 810- ZARD STORAGE ENCLOSURE, (BLDG. BY SEPARATE PERMIT) SEE SHEET C9.0 ' 26. CONCRETE PAD AT ENTRANCE 27. EXISTING DRIVEWAY TO REMAIN. S.W. _ HAMPTON ST CITY OFTIGARD 28. CONTRACTOR TO CONSTRUCT NEW COMMERCIAL DRIVE'.NAY. SEE PUBLIC IMPROVEMENT PLANS 32 Fcondmw �k+Provsd.....,.. - (') y 29. 5' WIDE CONCRETE PATH r' 4? 26 28 PERMIT No7 �t� •. SIM. pp S••LOW to Fdbw._........... 30. DECORATIVE "CLASSIC" 6' BENCH GTE ' ! 1 7 1? �ob�ed A t 1: . . ----- - -- - ` 3 - 31. DECORATIVE 'CLASSIC" 12' LAMP POST • 1.;. 6' BY _ 32. EXISTING RAISED AND PAINTED AC TRAFFIC DIVIDER -' j%.'6"So S 87.28'2(:•, c • • �" .��7I,°c :. - 59' co •_ __ _______.. - - - < 5 R.O.W. DEDICATION 6 - 2Q T�?P - '�t� 65 1 33. 5' PUBLIC SIDEWALK � 4 29 29 (��'' 24 -_ - - --- ___- ---- I 3.22' II •'' In _ • '- .. +__ ' . - --- - 34. MINIMUM 360 S.F. TRASH ENCLOSURE '' « .l-_ •. _ • 0 •� oo '. • � • - -' o 5' 3.75i2' SU• 31 � ✓ 20 ^ ` '� R=25' .1 • R=SC1j`.. • R=30' 7C 13- r �L2C r c , 35. PROPOSED 6' PUBLIC SIDEWALK 30 31 4 30 �L YP' 9' - ^' • • t j ��a ' --f 1 HAMPTON S1-REET 36. ADD VAN ACCESSIBLE DESIGNATION TO SIGN -'--- 30 30 13 •? 20 .� TYP 9 ` 1 1' R=10' 1 8.5 9, �t a' OFFICE BUILDING •2a'Sp '� 13C 1 cv �._. 5 TYP 6" b (31 1 8.5' 37. EXISTING LIGHT TO BE RELOCATED, SEE LIGHTING PLAN BY OTHERS - -- 1� a2 ,Sp 16.83' I R=1p' Q A N 51 cv er �� - `fir Y 11 9, • I ILl._.._1 u al. g 9' ,16.5' g' 6' 32.5' 9 t ' 15.5' 26'a 15.5h ��:J 15 t 0 isfYP , . I f TYP _ t i► _9_ -- - 20C��� R=10'3i I- nl 1 •.'1 rP � R_ F �° ✓ •< 4CP • kPr_"� 14S ^ __ , '� 1H / 7C � -10C 5 �Sr PARKING LEGEND : H1H .� 9t35 a 12/S NUMBER OF STANDARD PARKING STALLS IN PARKING BAY ? 4 5.5' 7 - \ 36 2 .41' /C NUMBER OF COMPACT PARKING STALLS IN PARKING BAY '^�� 5 C8.0 � '�-16.S-I 16.5' 2g 15 5' - 15 5� I ' o p• 4 N,• 3 CITY OF TIGARD /H NUMBER OF HANDICAP PARKING STALLS IN PARING BAY j 2 �' C8.0 19 I 1 I \ 12 ,` cr C2.0 Approved. ... _ ..... ........ ...... .. . f FL "FLEET PARKING" 1' HIGH WHITE LETTERS k -r_ 6' CondorApproved ( t ( ) - , -6' SQ 1 O 4 c p Po': ' the ,n,as deeerbed r,: 9 11 �.....� ~d' � °'SIN ......... . /CP "CAR POOL" PARKING (1' HIGH WHITE LETTERS) n nf� ICP' \ 11 ! TYP. 1� " • C8.0 _. I - • PERM'�O r- , ♦ F.F. ELEV. s.. Ann" , 1 LZ 'Lc:,Dll�c ZONE �1' HIGH 'WHITE LETTERS) PROPOSED BUILDING / l ' - EXISTING BUILDING ' 9 I I - 46.10± g _< I 5 �� F.F. ELEV.=252.10± err V.'e ` f I F.F. ELEV=243.50 • •. 1 • , 2H e zt ti ,� 1 j • • 3 r •f 1 1 , EXISTING TREE LEGEND • Hw EXISTING TREE TO REMAIN I ��F'.,: • I I Cr • a- • 12. 8.4'12.3` ••• • y EXISTING TREE TO BE REMOVED 7g I~ I a _ • "'_ '� f • Q • I TREEABBREVIATIONS I I / _ �- 1 • ' �y- • \ .;,PRrrF SR - BIRCH 18 I n = < • ,.' � • �O 4CP± • . _ 1l ) • �'`�c. w E`ss'/� 0 - OAK -. �° h 4 i -r •e - °��" - - 9 ala ! •. 5 • ° t O V Z sF `__ P - PINE `J - 1H 1 •' (n ¢ y1+8 r SO - SEQUOIA i 5 >� - 9 - - • t ► r u M = MAPLE i UCE �T i ,L �" : �.. .. t •SP 4 .--- - - 85 1 4C• oetaoN - COTTONWOOD 11 (r- 7 h •� - 5 21 1------ -- CW \ �h• ► ���r,\f?�` is.�°0. y; DF - DOUGLAS FIR �� 2CP 2 , t1+ `T �0 ' _ I 4 o1x • \' l"RENS F - FIR N f ) C8.0 2t r - ! -' '' BCP '• ---- - +1 • -�� _ � 1 + HM • HEMLOCK ,.,� 9 _ p .� • Y �6j I _�' 7C 7C �� i 1g `- - vl t • = EXPIRE'.. 12 1 A ASH ��]( I I I I f(� f I(jI l��I HW - HAWTHORN ;o F ?6" -- 'IJI�IUUUUU l�li_;,,LiIJUU, Ul' �, i �1� 2t 6 • _ • 4 6 8 C8.0 • ! 11 r- CY RCYPRESS _ 1 - - -� I g III So 34 S09 I1 + °Ql� 1� •. 6' C8.0 C8.0 a • • < 2C ,16.83 1� a • `.-� °f! • • c► c2.o i 6 „ 1. 35 13.5« 27 41' 16.5' 1 r 18 18 • • o •d 6.b� 26' .15.5 9' r- O •' - ^ 3 j ;a1'+ 1 -- - 22 t CP 2B' h, ;n CP'9S 9 i4., - - �/ }"i5 5`_ REVISION`S i- ?4 25 4 • 8"Sq a • 5 ,c 4( v+t `" REVISION EDI', N 1 R=10 29.34 5 g�_ - , _ ....-� - 1 I 4 u,• 5s CLOSING . . ;o TYP 9 10 �1 F p O • 9.�,•r-� - -._ 1 E ( . I . 9, u, 4 S 15.5'_ Y6 16.9 �9' N 11 _ 17 \moo -'' A O R=20' ', R-2�' R-20' ,"J I +5C--- » A X - R=15' 1 R-25' `roe N 11 �- - - _/ 9' 9- • Q� R=10' G - •---�- -- - .• + �� R=5'5, 9 S 48' .. 9 9' TYP 1, . � 9'/ -• -� - 1� 10C I • Q1 26 ._ �I -- - TYP R=20' 9 1 ��j - °'�►- 1 11C - _12S u 24 • r ^ 1C •.a,q• �.. I •2+ .;o O R+JO' TfP ' "` O �t 6S• + -•_ O _ .35 1 R-30' 2S +� a 4S� �; � 4S F� R=10' \Y - a-- • .,, -- - � 33.83 ., � • S T g 4' 35 �, �� ;� ' I • - -� 13S 014-0 -01� ;0. it - O I vi I I p` R=40' r < �► n • ') SHEET TITLE: • 12' �9• N 9 ,)O` R=30' 8.5 1 " I 1 in u, 6, so t 65 Z • ITYP�I R=10' 56'v TYP 9 11 8.5 vi no SITE- -- R�25 - - _ .a TYP R=_.5'_ R=15 ^� i'fP: t • J (T E V (� cvl iN R=5 ♦ R=5' 1� I ---- 25.641 .� at, 11 +r' 9 1 6r«. 11 A i 1 P LA I•� T "'iF 10S R-30' << 31.5' ( 9'TYP N!n y6'� 9' N /'� N �0 n xo o u ,a eo 1O ,,".} 1 i` �',r •14-Sq•zo - - ? - �•;� - _ 7S 1A ;� RR 25_s' I TYP e So -- _ I - ; 1 N sq• •So sn 76•,4 *�s�3o"so •2ro 1 `S° • �d0 • I I ui I I 1 j ;n A► � O ► 28' 15.5' .- 2C 24 IN FEET ) R�20', d0 24' 26' 2C I 3.5 - -2C -�- __L_- . �h'� �•, 19c 1h' is r,_ • ri t inch - a(? tt 22 028-w R` =10• 13 L:J I R=25' 8C - FL R=25' �� I I I I 6,TYP r '• "• •• � 5' 8.5' 8.5' NI R-t 0 w v7 •36%vv 9 ! 0 3S 9 ¢ STORM DETENTION/ , I WATER QUALITY ,c + 9 20.0. 9' N 9.5' N 11 1 -- ' ='!i- 0' TY� 9 6� y 9 6' C20 DATE: 1122,199 2 - +r 15 r8, b r b 9C 27.73 5.71' • O `� - -- DRAW, n c ; .. - _ 9S� r ° w t°�w 'N .•�•.•�- co 1`' 1 "� FL FL FL I i_J FL FL I _ N DRA vLK S B _„F 5C -FL 8'36 220 19' - f -.:qa ��hyrr, �;A 1 : . i. 4„' a -��..�.�.�....���• M3C �...L.J.. II 11C' • • U�t CHECKED BY: 1 �..' ,.- , #' t��r. , l� Yy F i�kti: � 1 • �,� vrl �4 t .�r...�,��,• � • _ {CY'• t� , t :_� r I:h+� 1; i �..•tr1 , 0• "d, '' '",( Yr ;+'i,,�•�' i Y<' �. ,- t :i i ,i b� i 88'36 2 ,.E 506.18' - .��i••...�.�...•+.wrrr=1�rs• - S rN O �t ' , 1�.,,��k �rl,���yr C2 * 0 2 r ,10© NO. , ko :K r$ 990295 r ++ 6600 C e P U 0 �on � - �. REVISED PERMIT ,o,P P r R SUBMITTAL 0 /0 /O .. IIIIIII�IIIIIII I i I)1 I Illi I I (IIII�I ILII I�IIIIIIli1u� �11 I�uI�i �i11Id�Ilillli11�111111iII�IIII�I�II� iilluil� I�I�iIII�IIIIIIIII� I t t t8 14 le I7 le IQ 20 ZL 22 23 4 25 2e 27 28 29 3o I, y 10 .1 am - r-- ua. ti . ., :.,.,,, .. .: ,. •:r -. :',•.. , ,. .. - ' til., '' •Y, :".., ,.., ,r I t' w r:S_ 'L ofO Cc Oh m '0 CL 7 ry U � � O 4 .7 s h C� a •� a LEGEND EXIST:NG CONTOUR - 230 PROPOSED CONTOUR U G! i— 0 = rt20.001 PROPOSED SPOT GRADE PROPOSED RETAINING WALL I J _�� l- GRADING NOTES S.W. HAMPTON ST , 1 I ROUQH Q86D BRING ALL FINISH GRADES TO APPROXIMATE LEVELS ry INDICATED. WH RE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS 1 GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF I - • CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED , • b "•'.;. ' DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS �7- --• `� �- -� -- - -- -- . . _ OF SURFACING MATERIAL. i � • - • ` • \ - • l -.�_-- --- _ , AT COMPLETION OF JOB AND AFTER BACKFILLING BY „� - • , 4'' • • 1 �., ,, -•�_ - H HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAMPTON STREET • HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. • • 1^ I _.. OSCE BUiLDNG ROUGH A A AVSD OR LANDSCAPED AREAS: tO.t FT. FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. v� •.a';. t ' '�• `'�`�� �) - 1 2• UC�,& EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS -! s2',_ 41� =4 , TO SI AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND • i • nn FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL • l - - EXCAVATORS MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; - - I 4 f . r F; EXCAVATOR S� SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS MINIMUM) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORREC ED AHE CONTRACTOR'S EXPENSE. U.S.A. (SAN. do STORM) • A LOCATE AT 681-7044. 3• EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST a BE INSTALLED AND MAINTAINED MEETING CITY OF TIGARD AND THE D.E.O. REQUIREMENTS. THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED ! 41. `` S� • 1 \� _ ' WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATEaa PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, /,T ANY TIME, ORDER CORRECTIVE ACTION AND i STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. __ •�) • S• MAXIMUM SLOPE OF 2% IN HANDICAP PARKING STALLS AND LOADING AREAS. 4 .4 - � • F.F. ELEV. EXISTING BUILDING 41 41. _ 4 .5 ' 4 .4 �' • =246. 0± 5. ALL CURB RAMPS SHALL BE A MAXIMUM OF 6' IN HEIGHT AND A SLOPE LESS T_9 2X4 .4 PROPOSED BUILDING • _� -� 4 1 • F.F. ELEV.=252.10± • 7 E THAN OR EQUAL TO SX � I 4t F.F. ELEV.=243.50 -_. -.' ...... • • i . 1 4'.46 4 .46 Q ( �„ s_. � •... � <` • _ 3 •. , r / n 41 025 •' Q a �' j ••• • 1 CONTRACTOR TO 1 t+.".: • • • ��E�PROFS' 4 t REPLACE EXISTING = •.4 • ' • - V.sp i M��s`2 SIDEWALK �. i , - - ' : I • `.. �.r ' � P OREGON - -.. - - ?.7 • �7 i :RENtA�� !I � � - � rr. � �y I 1 • _ - xP;REC-12/31 _ 4 2% a • .r •'• 4 4 4 .7 , •' as - t -_C'S;N` ATE W �/ • i < Cao ,*•' _ - --- -- 01/XAM 1 •p P. 4 4 7 } • ,a r � � O � • � � 4 "'44.1 _ •� �4��—, 41 It • } » ,* I . T- • \ <� - • SHEET � 014.0 •'� • `• C4 0 • SITE �°- • GRADING PLAN M • ;� t a 4 _4� _ II •�9 rr 1ya .a ?� 2a1.¢sJ210 i38�J4i - 24,5— RIM • , FIELD �T A 1 -237.50 / �j i��z - —z��—� :t _ c�.o ,� ! 9 �� \ i WATER QUALITY/DETENTION -'� — 1 FACILITY 1 240 - •__ a ; 441 DATE: .6�0?/00 i 4 <'aa ` r 75 DAWN B 4. 43.501 R Y: L.K 1 W4 tie— 44.1 q 1' REAK l 1 _ �.��_ ' • , CHECKED 8Y: ....as... .. .. _- SHEET 170 M U n �• M r�o f C3 * 0 �f l Meir 30 f!. , l i 4f + 3 �p ,N ��U� ,eFy i 17 � ' i a, v - •; I;ii�a �r s,�r �.r �x y� �t' t, r r:. ;', G {�, ',3 JVO N0. 990295 �i •SIS y d Jo `I fl ,,�,1„' 4, ;. ,.ice.`} k 'fid; { ' � 4 F esoo sw►+smae«�sn REVISED PERMIT SUBMITTAL 01/08/01 =0P200��pp11 .a V ��'r•�•'F!•- 5;':� � � ?', � `►m III III!11 If{ tCl� I 111 I ( IIII 1 ( III II 1 11 1�Ii11 IIIlIIIIHII 1111'llil III�I InlI11 IIIi�IIII III11l111 lllllttll IIIIlIIH IIIiI ON o".>1;1r'•�IIInd�IIMM . J r";i,' y' r0 .I• 1 1 ! If2 13 14 I I Is I• all 2• !'3 24 25 28 27 2A 20 30 -�ac.a '.. r . , `___ a 7-' W' ,ij 4 -. r • r � i�3 .,.nre�pryM+•yw...,-t•n.rr•,i:, ,. ,.. •q' , r v 4 I' Y •{ ti E x •k :� tin• � '{I qpIF.. �7' y(>af7-',.V .j �-YMly yl1.1' ' t i4 e4. 4 • . V t nrr� • e. t O �N Q doN m N N Go CL 0QO t) t� 0 ° 0 O x GENERAL NOTES ?. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF TUALATIN VALLEY WATER s DISTRICT THE UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION OF THE UNWORM PLUMBING AND UNIFORM BUILDING CODE. d1 C N 2- WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: • G FIRE LINE$(PRIVATE): DUCTILE IRON. TYTON JOINT, CONFORMING TO AWWA C-151, CLASS 52 OR PVC CONFORMING TO AWWA C-900, CLASS 200 O Lc A � TEST AND STERILIZE AS REQUIRED BY THE TIGARD WATER DISTRICT AND UWORM PLUMBING CODE. ' � ► N O y� 7 A 7 M T 3 N W j 5 n T H f1144141VOUILDING TO BE CAST !RON PIPE, OTHER AREAS TO BE PVC CONFORMING TO ASTM D-34, IF MORE THAN 3' OF COVER, OR USE C-900. !1J 03 �1 4• 0ca i Oti 4. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC, THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES i. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE III CHAPTER 7, SECTIONS 707 AND 719 NOTE: NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON PLANS 0 6. TERMINATE BUILDING FIRE SERVICE AT S' FROM BUILDINt;. O 7 CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. b. EFFECTIVE EROSION CONTROL IS REQUIRED EROSION CONTROL DEVICES a MUST BE INSTALLED AND MAINTAINED MEETING CITY OF TIGARD AND THE D.E.O. REOUIREMENT$ THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL- , 9 EFFECTIVE DRAINAGE CONTROL IS REQUIRED DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT EXISTING ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING. FH I SYSTEM ARE NOT ADVERSELY IMPACTED THE CITY MAY, AT ANY TIME, r^ ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH I 10. UTILITIES SHOWN TERMINATE 5' FROM BUILDING, SEE PLUMS ING/MECH AN ICAL - - J OL DRAWINGS FOR CONTINUATION WITHIN BUILDING CONFIRM SIZE. DEPTH k LOCATION AT BUILDING PRIOR TO CONSTRUCTIONof STORM. SANITARY SEWER AND WATER SERVICE CONNECTION -� S.W. HAMPTON ST . - II. ALL RAIN DRAINS SHOWN FROM THE BUILDING ARE TO BE CONNECTED TO THE l �- STORM DRAIN PIPES WITH 4 1% MINIMUM SLOPE 12. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY WEDDLE AND ASSOCIATES INC O SEC SHEET C1.O. - 13. PROVIDE 2' PVC DRAIN LINE FROM DOMESTIC WATER METER VAULT AND R EXISTING C BACKFLOW PREVENTER VAULT TO THE DOUBLE DETECTOR CHECK VALVE (FIRE) ' . YARD LIGHT TO MIN - - VAULT. PROVIDE 1/3 HP SUMP PUMP AT BASE OF FIRE VAULT AND INSTALL I • t '; ,,f;: - }' FROM BACK OF 2' PVC DRAIN LINE FROM SUMP PUMP TO DAYLIGHT THROUGH CURB AT ADJ/CENT ASPHALT PAVED SURFACE. FURNISH INCH DIAMETER CONDUIT FROM BUILDING '• •-�'�'�' _- •. _: CURB ELECTRICAL ROOM TO FIRE VAULT f SUMP PUMP ELECTRICAL SERVICE. PROPOS€D i �'T• "' .. _ - -- - ____ NOTE: COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR FLOW SENSOR FH W/8 x6' 1 r- • EXISTING "'�- 1 INSTALLATION AND CONDUIT REQUIREMENTS. REDUCER _�� �• •15"S'Q •� _ • • FH { �• 14. CONTRACTOR SHALL POTHOLE VERIFY DEPTHS AND LOCATIONS OF EXISTING • • • • • • • UTILITIES AND NOTIFY ENGINEeR OF ANY DISCREPANCIES. r • r • • • y '�'• HAMP"TON STREET I 7 • 4 J • ' I-248 05(6') RyARGM-251 25 CAIGHT EXi'STING N l i { OFFICE BUILDING I ADJUST OR RELOCATE • 4�• 4• • 0.6 CURB RACK OF VAULEXISTTSGAEEDED ELECTRICAL 6' STM 48,00 Z j --� IE-246.65(4') Cs IE-242 00 •242 50 (8') s IE-240.00(6') i • sCO . �Tu • 2­58-%-.==-* RIM-242.50 I IFu2i3.65(6') d STM •1.93x �✓..- /`.. - y -• .. ILp • (� • ( c TUB FOR STORMDRAIN IE-240 SO(4') y I CO �, • A. RIM-240.0 • [E-240.50(8') s= FI WATERLINE NOTES (PUBLIC) IE•23860(67 �230.26� �., ; i E-249'70(4') M: i IE=240.00 �6' • 2% r#.'::ACT3R TO VERIFY ELEVATION • o i I IE-T39 69(6') �• 1. ALL PUBLIC WATERLINE CONST. SHALL MEET THE REQUIREMENTS OF TUALATIN VALLEY l4-� ' MIN' OF hATERLINE PRIOR TO CONSTRUCTION WATER DISTRICT, THE OREGON STATE HEALTH DIVISION ADMINISTRATIVE RULES ) - -•- •' FIELD INLET N^T!FY ENGINEER OF ANY DISCREPANCIES CONTRACTOR SHALL CLEAN ?�' CHAPTER 33 AND AWWA STANDARDS. I i O `+ c. RIM-215.60 _ IT- 4360(4 OUT EXISTING PERF. PIPE AND ENSURE PROPER 2. ALL DISTRICT LINES SHALL HAVE A MINIMUM OF 36 INCH COVER FROM FINISH GRADE • ;� FUNCTIONING OF EXISTING aFRENCH DRAIN ADJACENTALL CHANCES IN DIRECTIONS GREATER THAN !1 ?/4' SMALL 8E SE(lJRfIY BLOCKED n FI • TO BUILDING WITH 3000 PSI CONCRETE. I-- --_� I I o •. RIM-251 70 3. UPERAHUN OF VALVE$ UWNLU k L*t.kATEU BY TUALATIN VALLEY WATER DISiRILI :E-;49 70(4') SHALL BE OPERATED BY DISTRICT PERSONNEL ONLY. • 7 • F.F. ELEV. P � � 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING LOCATION OF EXISTING + r • �' ' • =246•1 Ot F.F. ELEV.=252. Ot • UNDERGROUND UTILITIES IN COMPLIANCE W/ORS 757.41 TO 757.57 i • I • APPROXIMATE IE=238.77/ �., a4 • __ LOCATION qF 5 AL T MAINS HALL BE CLASS 52, DUCTILE IRON CEMENT-LINED AND SEAL ' 1 b (8� Q a ,., •, , EXISTING b • • t < ) • C i WATERLINE ca 6. PRIOR TO BEING PLACED INTO SERVICE, THE WATERLINES SHALL BE FLUSIIED, RIM-240.70 • F.F. ELEV.=243.50 3 gg v • '- STERILIZED, AND FINAL FLUSHED IN ACCORDANCE W/STANDARD METHODS OF THE 5( ) ^ Y ~ • �fIM-242.50 ' HEALTH DIVISION, DEPARTMENT OF HUMAN RESOURCES. STATE OF OREGON. IE-238.4 6' I IE-420.00(6') 7. BACKFLOW DEVICES MUST BE ON CURRENT 'APPROVED' LIST PER OREGON STATE �" IE-239.3 10" { • • HEALTH DIVISION. , c 926 0 •30"S, Q ", • X. ) ••• • - 8. CONTACT DISTRICT OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING OF - WORK. C4.0 l = c b' • 2x �'. •• �.... • • ,`t��- _FGS'e . 12/05/00 J I a cli _ •. +MIN • • •; tea,/p T x��--vv/ 9. SERVICE WILL REMAIN OFF UNTIL SYSTEM DEVELOPMENT CHARGES AND OTHER -0 . F- •• - • (1191T9\ FEES ARE PAID_ I o A. _. 1 TRU T WATER MAY OBTAINED WITH A DEPOSIT AN TEMPORARY .. ` CONTRACTOR TO POTHOLE ! • LPL , 0 CONS C ION E BE OB DE OSI 0OR 37.39: (0 K AND VERIFY DEPTH Of • ; • ' =.__• HYDRANT METER. �21 EXISTING STORMLINE 1 -• - p R£f,ON� ' 8' STM • 5x ! o PRIOR TO CONSTRUCTION 1 • • ` A..- = 3 • INTENT IS TO VERIFY __. • oB r > ul �� � CLEARANCE w/pgOPOSEO - - • • P I .n e g Q� $ • STORMLINE NOTIFY 0 11r�-B�QR_SIDRMDRAIN Q 50(A�) INSTALL 10' CULVERT ENGINEER Of ANY i • -•- r N DISCREPANCIES I 'w • • •�^ EXPIRES: 12/31/0' UNDER SIDEWALK MATCH 1 •� SLOPE OF CHANNELPRO0 i I V' f1RE�WATER� ' E}1511N0 aE N • ROOF DRAIN E 0* CONNECT TO EINE 247 65= t3 J7.17. �� XISTING _ • • LEGEND c SYSTEM 1' VERIFY SIZE AND LOCATION { 34.5 � • PRIOR TO CONSTRUCTION 8' TEE I 6' • 2>< "• • • o_. W/TB � �` MIN �! f •: a-a6•. I • I(-23865(12') __ PROPOSED STORM LINE i w�TO il.�. -N. ' a CB a ., CB REVISIONS. . x. az•sxx. _.. x.a� ar• P STUD FOR \ , S'� 'A RIM-242.50 00(6') i 10~SlM E-24L+9._,5 I PROPOSED PERF PIE , SANITARY-SEWS 1 EXISTING D.1. �.� - -- •' • • "; REVISION ED.T -•'. SEWER 1E-238. ) • g ,: ► Lp • >s + CLOSING DATE PROPOSED SANITARY SEWER R 1 • ._... . ._ _ • a 12' STM • Ix a �E;/35,10 • •,9. - - l'' / ', t R g• STM I I A X • -PROPOSED FH ti --. A 7 • IX MIN. i - -- .. PROPOSED FIRE WATER ; I ASSEMBLY 04.0 00 1 _ PROPOSED DOMESTIC WATER 01/08/01 IE_-247.00(10') EXISTING FH • -'--'------ PROPOSED INTERCEPTOR, DRAIN i • r CB C8- O • , , ' •241.35(6') EI-24485(6')� • • i1• RIM-245.25 PROPOSED FOOTING DRAIN RIM-238.60 I • IL-243.00(6 ) ~+•S] I I IE-236.35(6') eo 1 ® PROPOSED CATCH BASIN A 8 `' I W • "' rt>_- i • , • n x = (1 0 PROPOSED STORM CONTROL INLET 1T/05 •.a- I • 4> • = 6' • ix • '' 1� ti - ' • • SHEET TITLE N' _ 1 a '� SITE PROPOSED DOUBLE DETECTOR CHEC'( VALin t RIM-T39.1 . UTILITY ! FH PROPOSED FIRE HYDRANT IE-236.We) � `° o RIM-[43.10 CO W 4THRUST mel I x IE-240.00(6 ) IE-240.80(6') V PLAN ® PROPOSED WATER METER / I : W CQ •20 SO ' CONTRACTOR TO VERIFY ELEVATION 1 RIM-238.00 I EE-235.56(8') '' v 014"SQ '- 1 ° OF WATERLINE PRIOR TO CONSTRUCTION PROPOSED RIP RAP PROTECTION IE-235.83(6') o S(1• I It t c • NOTIFY ENGINEER OF ANY DISCREPANCIES L? ' •'U SQ 29•SOO >�30'SO •22"0 x • �� • --6' STM •0.5x • I t '';1 • 0' 45' MJ BEND �I �- °Q"s`)0 _- ?a` I &.24 w UST BLOCK •�° w IE-235.2610') INSTALL 2 { T-2�6. '�' IE•1 ' b� E' 1 7 ; \ f tE-240.45(12 ) 8' DOCV ASSEMBLY , 2- PVC 10' STM •0.3 CF1 Ow Vl IE-234 54(10) ti - - I y OUTFALL IE-238.85(12') 36"� CT IE-236.00(6') QVIFALL { �• - IE-238.00(6'). • REMOVE EXIST. ds DATE: 06/07/'00 / 1 TM • 1x - QVTFALL CATCH BASIN r` ----- - POND OUTLET STRUCTURE IE-238,00(12') 12' STM • IX CO • DRAWN BY: GLK /I � RIM-237.50 •j W I SEE DETAIL 15/07.0 IE-236.00(6') . .. ..�..��.:��.. � � ! �: . . ,,,,_„••.r.-,,_,•;.,_,� IE-238.1 S(T 2') � � �J a ee � 1 CONNECT TO WITH STMV,, DI R�pi-238 C��_ _ l •.���.. 8A 0 22 MIN. __. ��_ _♦. �• H_ T t"E ,• CHECKED BY: WATERLIN TAPPING SAM"_IM/TB AFTER -Z36.T3(6� RIM 238.00 �, y Rh1-240.60 _- ••• •- ~�--�"•••�•��••- •- _. SEE • APPROVAL IE•236.75(87 a - - - •• C8 -_._ TESTING AND AL BY / ' ,I It O11T236.10(6') OL.AIH RIM-243.50 REMOVE EXIST C� .. TY40 / CONNECT TO EXIST. SANITARY IQRYL�IH- w IE-242 35(67 ce __ RIM-243.50 SE>IR UFIE __.. _. - IM-240.701 It M-234.7 6 �) CATCH BASIN RIM-24175.75 IF.-242.35(6') 2- TIC wy�TER 2' IPM AND DCV FOR F,•232.06 It IN-234.7 1 IE M-234.601 �E IE••247.15(6 ) • • 0 r• x A110 2)r DCV AIIeLY J IRRIGATION SEE [CONTRACtOR TO VERIFY 1 It OUT-234r 1YE) oN40 EXISTING CB !((E�OUT.234.5312 S1 • •' LANDSCAPE PLAN PRIORITO AND CONSTRUCTION) If IN-233.�9p0((1 'E!1M) St1EEt C7,DETAIL 100-ST RELOCATE V BACKFLOW It OUT-233.8s�ts'S)fxlsT. C4 * 0 s til ) C CT TO EXIST.- IRRIGATION ATICE TOON BE USED FOR Ir r 1 { [ t b; L "rt L �r•'•' ( IN R� 2 WATER ER - ;, i 1 1mb + 30 n• A 11 i 2' STUB FOR IRRIGATION ?� a C4.0 4 C� M /y Vll ,Pe NO. 99029 ,-. r' i. REVISED STORM DRAIN 12/05/OL 6600 SW Hampton SIT REVISED PERMIT SUBMIT "I'AL 01/08/01 a fPzno'Pao'R ,II I I Inulnnll nlllnllnllullllln�lul�1 I�Inuiunluu nulunlun�nulllllll ��..•;�,..�..<w::. :. ; . ..:_ . -� �.. „ Yl�1� VI II Ilnl I 1 I I It 11 nl I I � nt tnt{Itulult�nn111III1111Inllllniluu�tlnlunlultlunllltlllnllntillu1111�Ilultlnitl IO1wel ala ( I1 10 I• 14 10 I 1• 10 of !! 23 24 Za >Ze 27 28 20 30 • t . r .. ,»" • 2- t �F , , i•y { • t• t r MAY TI USED SHORT TER~ `-`AND V/ EROSION CONTROL NOTES: ra.-09"MAW EROSION CONTROL SEOUENCING: - '1 o V/ UTILITY VOW PHASING OF DEVELOPMENT FOR ROADWAY AND PUKJC UnLffy COAffTRUC+ION E$QSION CONTROL NOTES i m 1. THIS SEDIMENTATION AND EROSION CONTROL PLAN IS INTENDED TO BE UTILIZED AS A GUIDE TO THF. FOLLOWING 15 SEQUENCING FOR PROJECT CONSTRUCTION IF THE CONTRACTOR FINDS CAUSE TO d C4 n CONTROL THE TRANSPORTATION OF LOOSE SOILS FROM THE PROPERTY THAT CAN CAUSE WATER VARY FROM THIS SEQUENCING. THEN THE CONTRACTOR SHALL PRo'nDE ro THE ENGINEER. FOR REVIEW GENERAL STATEMENT: ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE G , QUALITY AND NUISANCE PROBLEMS OUTSIDE OF THE CONSTRUCTION AREA AND APPROVAL, AN EROSION CONTROL SEQUENCING PLAN PRIOR TO BEGINNING CONSTRUCTION CURRENT EROSION PREVENTION AND SEDIMENT CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK. • 0 II�11IT1111�11T11j111I 2. THE CONTRACTOR `;HALL BECOME FAMIUAR WITH, AND CONFORM TO, THE "WASHINGTON COUNTY LLL111L I. BEFORE ANY CONSTRUCTION ACTIVITY COMMENCES, THE CONTRACTOR SHALL INSTALL THE EROSION .. V o EROSION CONTROL ORDINANCE'. CONTROL FILTER FABRIC FENCES, DIVERSION FENCES, AND ALL PERIMETER EROSION CONTROL DEVICES BASE MEASURES: " T 1 3. APPROVAL Of THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE 2 CONTRACTOR SHALL CONSTRUCT ROCK ENANCEWAY AND WASHDOWM/LANDING AREA 1 EDETERMINE CONSTRUCTION TIMING AND SEQUENCE. AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E G" SIZE AND LOCATION TRIESTABLISH PRIMARY SITE ACCESS POINT(S)Y+ OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC). 3. CONSTRUCTION SHALL BEGIN AT THE LOWESTVI POINT EROSION CONTROL DEVICES ARE TO BE 3 IDENTIFY BASE MEASURC PROTECTION, INCLUDING SEDIMENTTIBARR ERS ON TRAFFGRAVEL IC OF D�S NSTRUCURB TION STAND CONSTRUCTED AT THE DESIGNATED LOW POINTPRIOR TO ANY SOIL DISTURBANCE WITHIN THE SITE. CE). S - - 4. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, STABILIZED CONSTRUCTION ENTRANCES (USE EROSION CONTROL MATRIX FROM CURRENT HANDBOOK). REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE 4 ESTABLISH MAINTENANCE PROCEDURES FOR EROSION CONTROL MEASURES (CONTRACTOR TO INSPECT BASE _ _ CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/ 4' THE MATERIAL GENERATED FROM THE SUBGRADE EXCAVATION OF THE ROAD AREAS WHICH ARE TO MEASURES FOLLOWING STORM E`✓EN1S). A T C H B A S T�_! LANDSCAPING 1S ESTABLISHED. BE USED TO RAISE THE LOTS SHALL BE PLACED ON LOT AREAS AT THE TIME OF EXCAVATION AND AREA DRAIN NOT STOCKPILED ALL DISTURBED SOIL SURFACE AREAS OUTSIDE OF THE ROADWAYS SHALL BE NTS — 5. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY STABILIZED IN ACCORDANCE WITH NOTE /7 OF EROSION CONTROL NOTES MEAS'�RES DURING CONSTRUCTION; FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION DURING THE CONSTRUCTION PERIOD, NC 1 CONTINUE TO IDENTIFY THE NEED FOR ADDITIONAL SITE BASE MEASURES AS CLEARING AND OTHER ri NTS S. AFTER THE CONSTRUCTION Of THE STORM WATER DRAINAGE SYSTEM. PIPING AND INLETS, THE DISTURBANCL BEYOND FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING CONTRACTOR WILL BE REQUIRED TO DIRECT THE CLEAN WATER DISCHARGE FROM THE TRAPS TO DISTURBANCES OCCUR, INCLUDING STOCKPILE PROTECTION AND SEDIMENT CONTROL ALONG SLOPE CONTOURS. '- SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION THE STREET STORM WATER INLETS INLETS ARE TO BE PROTECTED WITH STRAW BALE INLET 2 ESTABLISH AND SCHEDULE WET WEATHER MEASURES, INCLUDING GROUND COVER OVER EXPOSED SOILS. m c ` x SILT BARRIERS AND GEOTEXTIL£ SILT FABRIC (WET WEATHER MEASURES NOVEMBER 1ST THROUGH APkIL 30TH). a i1 �� 6 THE ESC FACILITIES SHOWN ON THIS PLAN AILi�T BE CONSTRUCTED IN CONJUNCTION WITH ALL R Q0` -T * CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO iNSURE THAT SEDIMENT NOTE ALL SEEDING APPLICATIONS SHALL BE COMPLETED PRIO TO SEPTEMBER 1ST 'qF �. 0: S 7 STANDARDS WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER 6 pF THE ROTHE D OF' 7HE AOJECT, AFTER ALL HAVE DISTURBED SOIL ABILAS RED.LATED TO THE CONTRACTOR WI CONSTRUCTION REMOVE 3 MAINTENANCE PROCEDURES SHALL BE THE SAME AS BASE MEASURES. u A A ALL SEDIMENT, SILT, AND EROSION CONTROL DEVICES FROM THE JOB SITE ALL THOSE RELATEDPOSTL' • 3 y R� M}ti _ TO .,; FLL;'d 7 THE ESC FACILITIES SHOWN CMI THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED AREAS ARE TO BE STABILIZED AND RECONSTRU�:TED TO THE PROPOSED OR PREDEVELOPMENT -CONSTRUCTION MEASURES: _ _ a SITE CONDITIONS DURING THE CONSTRl1CTION PERIOD, THESE ESC FACILITIES SHALL BE ��S Q FL❑1,/ tarot aorro>!— UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT-LADEN CONDITIONS AS INDICATED BY THE GRADING PIAN 1. PRIOR TO FINAL ACCEPTANCE OF A PROJECT, ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES " n F-� �p WATER DOES NOT LEAVE THE SITE SHALL BE INSTALLED AND FUNCTIONAL. oc a '� = } ° 8. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR ANU MAINTAINED AS _ NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING LO 9. THE ESC rACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT 2- TO 4" r.. 10 AT NO TIME SHALL MORL THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A QUARRY SPALLS PLAN `^ SECTION A-A TRAPPED CATCH BASIN ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE PROVIDE MIN. 10' LONG BY -PROVIDE FULL ",IDTH �•"` � DOWNSTREAM SYSTEM 6" DEEP SEDIMENT TRAP 1 � OF INGRESS/_CRESS AREA _DITCH I N L E T SUBGRADE F.EINFORCEMENT 11 STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING CrF CONSTRUCTION Q SUBGR DE IN REQUIRED fie- MIN._DEPTH NTS AND MAINTAINED FOR THE DURATION OF THE PROJECT ADDITIONAL MEASURE`, MAY BE REQUIRED GEOTECONSTRUCTION ENTRANCE 2 BIOFILTER SAG INLET PROTECTION_ - o N.T.S. --- �5. N.T.S. U.S.A. HANDBOOK DEIAL DRAWING 3-7D O n� �I S.W. HAMPTON ST a 2x2 WOOD POST AT 4' 0/C STANDARD OR BETTER ORR - EQUAL. { ALTERNATIVE: STEEL FENCE POSTS, PLACE POSTS AT 6' 0/C MAXIMUM. I' • - • 1 __ - ., --- - - • G FILTER FABRIC FENCE 43 • • ,.. ..\ •..-_• �- ._ -- ..��,`,�..� �— -_- -- -- 36 WIDE ROLLS C4 �� +i • • -- .,�• • J '• ,e �. .__ , ` _L HAMPTON STREET •14"sQ OFFICE BUILC)ING Y 1D � NATIVE BACKFILL- BURY BOTTOM OF--' 4- �� � • - � � FILTkR MATERIAL MIN. �.�'"'`� ��,�� ��� • IN 4 x6 TRENCH. L 1 --- ------- -- . 4 :- FILTERS FABRIC SEDIMENT FENCE 25 BIOFILTER BAGS AT ALL 3 PROPOSED AND EXISTING •O N.T.S. F-r[NCE t T w "I CATCH BASINS AND INLETS • e ..• • • ' ". SEE DETAIL 2/C5.0 (TYP) • F.F. ELEV. • • • =246.10± F.F. ELEV 252.10± F.F. ELEV.=243.50 Q ' "' • • I ` • • •?^ •3&,& Q • r e•• •. •. • f ILTFR FABRIC OVER C.B. R �" `' ""9 I . •• • _ { { /� PROF GRAVEL FILTER • _ • • ' ! •� �- • • ��s o T • 00 r j < • • � toy � +19118 '�\ • • • 118- MIN. 1 1 \ \ • • ' t .>, :, 1 4 �4 1 \ .{ 3 • ,CD �OUG It l fREN\P � • , • _ EXPIRES: 1�/31 G BIOF!LTER BAGS AT ALL I 'Y`-'- " � • � ' 1 CATCH BASIN PROPOSED AND EXISTING N CATCH BASINS AND INLETS � • •' � --J1-- v • , SEE DETAIL 2//C5.0 (TYP) • v+ ALTERNATIVELY INSTALL l .� • • • FILTER INSERTS IN CB'S 34 NQTEO CONTRACTOR SHALL REGULARLY INSPECT VV REVISIONS: FABRIC BARRIER AND CLEAN OR REPLACE INSTALL CONSTRTR M0 _ , ' -- • { -�_ -y- "� AS NECESSARY TO MAINTAIN EFFECTIVENESS. I ENTRANCE PER DETAIL ' P & � 1 C5.0 i • �'; • P RE.ISION EDIT:0N / i' ♦ m T C7 e _ A a CATCH BASIN SEDIMENT BARRIER a ___ 5N E WO N.T.S. F.•9•°.:N \�� a\ - •t.)"�( ' d• Lw...� - J } -_--_.__. ...,...-w,.-.-.... • __. - �. � i PROVIDE CATCH BASIN SEDIMENT°-- --- N X _ .- ^' ti .� BARRIER ,OLS NEED ON NEW INLETS I - --- n I ; LOCATED IN LOW AREAS AND a AWAY FROM CONSTRUCTION TRAFFIC -ti • --+ -" •� SEE DETAIL 4/C5.0 (TYP) _ ._ Y. *• _ ' V _ INSTALL CONSTRUCTION CID \ V <� • � ENTRANCE PER DETAIL n, •14_0 , • p' \• •.� _� _ J �` � r • T �,\ `� \\ _ • • SHEET TITLE NOTE: y� SITE 8 OVERLAP PT. 'A' MUST BE 6- / \ ``\ I +'� PT. 'A'-7 TYPICAL MIN. HIGHER THAN \' 1a INSTALL STRAW BALES i EROSION PT. 'B' \ ; , I ,�pJ ` ALONG ROAD AS NEECE- PT. 'B ` SEEETO CDETAIL 5TAIN C5 RUNOFF CONTROL , 020"1;0 PLAN r o . :- :• . SO• 030"SO.28"SQ• �30"S7 • .O \ I '// �� --- __242 \\ `` 1� • 4 IN�III=IT I- - • . / 0S 24 I — -24t --- — ® ' • • U I = 11 ,i 8 W 3'+1 1111 1 ..30 __ `III= • -_III ;1 ,.��� 9^ —�\ X45- • / ' Ill• - 111 a nI _ III 36-CW v / - — --- / /` a DATE 11/22/99 1 ,. STRAW BALES \\ _n /' - DRAWN BY: GLK __ 3e 2 cq_ •24"C A 9 f" --- - - - 142---- ' (2) 1 x 2 WOOD _..___ _ c;80 •--.�..�_• c_„.__,;,,_• • -- _�.__,_.._ • CHECKED BY. f t r STAKr-9 OR APPROVED _. . __ _. . ����. _-•� - - - • .. of ,.� �- • EOd►d. PER BALE •���`-" _._.._ SHEET INSTALL FILTER FABRIC SEDIMENT7 a FENCE ALONG PROPERTY BOUNDARY INSTALL FILTER FABRIC SEDIMENT 1 ^ , �� SEE DETAIL 3/C9.0 (TYP) + , FENCE ALONG PROPERTY BOUNDARY ^' SEE DETAIL 3/C5.0 (TYP) C5 * 0 JOB "40- 990295 I ' 6600 SW Hampton Sir P •' ?• 8UP2001 0 01R 4 i . REVISED PERMIT SUBMITTAL C1/08/01 '°' 6 � R tillf1r. TUI :!i!.".i' !ill ILII .III 1;11 Illililll !111 1111 I I I 7r Wil - :; i b.. t � Y st Cm I I I I II I I 11I II I I II I nlll II ILII I II 1 I 1 Illi I ILII III I I 1111 ILII ILII ILII{1111 1111{illl 1111{1111IIIIIIIIII ILII{ILII 11!1{1111 IIIIII111 1 1111!11 Illi Ilil ILII Ilil 411 ILII'till ',III ILII ILII 2 3 8 { 7 I IDI III I II! I II♦ ( II4 { ry I�e I II7 ►le II• �O >;II 2IZ Zh 214 BIS ' 28 I RI7 120 SIC 1310 „ t 0t.l oe - r 2 r i•". p : ri 3 ' a 1 �2 ! —`- = : r� DETAIL 19/C7 0 o _CURB BEYOND CAST IN CE ; - - - ---- - - - - a ^ •� 2X z t2 Z o FIN. GRADE f 1i!_ C o c kC�E :P\��_ :.au= ! - ..•. , - SAB__ ,►.a,E - -�:� - K$ + PER STAT -SLOPE OP OF CLR`3 4 SIDEWALK RAMP SECTION + RE:.I�=4�'_ _ A. cK - T RADIUS EDGE C7.0 h = 9E r--S- -TOP --S- -TOP OF SIDENALx TO _ ry BE FLUSH WITn PA.,NG --- _ - �-s— VARIES - SEE S:TE PLAN A 'OOLiEO JOINT TAPER CURB AT SIDEWALK RAMP QAC. s — _" — r2; CROSS SLOPE coti^Rf-: �•_ — _ �,, _ _ OR ENO OF CURB OR AS Ott% ON PLANS TCi _ c• z - 8•- ExTR%,CED ''ONCRETE 0.;88 { S -t ••! 1 u: . - :z ---- --�c _ `••- - - __ - - E' SE !N EPDXY CEMENT •" . - - - - v- FIN,51r GRADE - - • .\ _ ;a•.= r - s�' :: . =) _ \ 2' :.�A 3/4'-0' :R AJ'J i _=vy "• c� 1 ASP►•ALT PA'.1NG MiEEI BLOCKS- ++".� _ _ --- - - =--_- -- u.'. SEE DETAIL -- - �, ;• CAST :+r PACE %LRB $::f+►A_• h - / ASPS , a•,\ . -c- --- REBAR 18' LONG �. _•Oh�RE•E •G •.A.F STRENGTH 3 :4 PS' :ti _q :A'S = A' v= aS+:RE T-A' - i• oyva- - s-z: ��C•� SASE 2) aER +w+EEI BLOCx •,. • SEE _:X &Auc �AfOUT (SITE PLANS -� - =a _% v u_u -r' 3:•_C.EARAh ` • -''-'A_ ^* -A$ 'pT'71,; •� D?:_Q _ CAA _ --- Va' . A %E A' ---M• — - EXTRUDED CONCRETE CURB __ __ _ 2 PRECAST CURB STOP _- _ 3 MONOLITHIC CURB_ AND-SIDEWALK 5 CONCRETE SIDEWALK s HANDICAP PARKING - 0 - � C7.o % - � C7.0 h � ` `,C7.0 - C7.0 - : NG STALL STRIPING _ L'SABLEO SIGNAGE PER STATE REQUIREMENT SEE DETAIL 9/C7.0 110CH B OF CK of -'- - 5' C IDE'WALK ELE vATION _ <1 .^- E SACxGRal.NO10P•,A;,►E V L BLUE LETTERS AN,' &CA:E-7 - - t_ K' I /1:12 SAWEC ENAMEL - 1� W17r 9.,.E BACKGRO!,N_ - - ' j -PROVIDE TACTILE TAPERED CURB- f / SEE DETAIL EROA..D.A.. -7-j _ =- VAN ACCESSI&£ SIGN _=-%'RETE TO BE - {01%ERE SMOVA ON PLAhs, -O _ DISABLED S�'MBOL.-- t AT Z�p*pC TYP. - _ -- ORfC4�N LAW SEE 2' DIS SCM. GALVA>v:IEC -`"�-_ �Ay: _� '_ .Y:• DETAIL 7/C7.0 X30' TYP. PIPE PAINTED GLfDOEN ° Sc= - _ �. I _ %� HAMPTON STEL S0rv47/053 , • �. / '.. , �.,� y� NOTES RCE -3' WIDE PAINT f. ALL�ISABLED STRIPING 6 y�i STRIPE TYPICAL / AND SIGNAGE TO COMPLY r �h� I . Wl'N ORD!NANCE CO%CPE'E WDU%T:ti; FOC':%; - RAM= BE c S- 5' �• , ORS 44' 233 _ . _ 2. DISABLED SIGN TO BE , ; NOTES: O:u_•.: _., - _ -- -- - - - - _ v.•..._ MOUNTED C SIDE FOR Y 7►+A: SIGNA:,E _ _• _ _ _ _ _ -- -PAINT STRIPE I / VAN AeCESS .00ATIONS PROVIDED COMPLIES t - � Rsu-_•c.• BE^ ^.•E N'• A•\ _ V--'A_ ;�A 1._ L/ _ AND MAS 9£ CENTERED +r1T►+ ADA. STA'E A�/0 i ;h' -u- 's- '^ Ea� _ •Av.'.: =A _ -S 5- h•. cau. _ -- - -- - �. _ -_ c_ t A' !i'-0' (TYPICAL) c COR S7AN�ARD DISABLED _OCAL MA%C!CAP CODES ►•E- _ _. S -- _ A4��'. �A•=E�. --a =_ - '_ _ A.,- -:u == .�� ��_ - :-_ _ _4 A - - -- - ------ -_ -- - 'a 'S - SPACES - - = R^ .ES-_ _ A ,EES A'•_ .• -Au•- - s -a - AN AP PARKII4r SYMBOL 8 HANDICAP PARKING STRIPING 9 HANDICAP PARKING � SOUARE WINGED HANDICAP CURB RAMP r HANDICAP CURB RAMP N. S. '•� C/.O 4 01 -PAVING SECTION. CRUSHED CAST [ ON - ( 6) K'R HOLES EVENLY ROCK BASE OR LANDSCAPING OR WELDED GRATE ��IppA _ - - CONCRETE FRAME CASING ►+INGEO TRAP CED AT BASE COURSE - - - Pa T 1 MIN ABOVE INVERT ELE r -4 - II T 'CAULK, • OUTLET PIPE.) - 'r s 7 95 �T \� `�--�_ . tCLEANOU FRA61E ANO COVER PIPE INTO "„B cA. .h_ - ` ` ' _ 23 .00 a• A I I •-�„1 ��� _;, t veli R "� _ a_� SC/ g_A��bN. WELDED t^ :A _ _ _ M 91!M_STEEL COATED A_ �� r Z - SUt*#FA"ES *I'M ASPHALT;: _amu- 1 '` i PAIN v 1- 45' ELBOW < J� '0 GA_ STEEL ALL WELLED CONSTRUCTION. ASPHALT z GRATE. WELDED STEEL --�— MULSION COATED INSIDE Dl.aa`,- APPROVED SEM�ER LINE `� 0 E ' I 3 > AS'M AN BAA ;itA'E AND OUT. (24' SQUARE OR - �- c=^tF ;s ! - -- 45' WYE '_ END BARS. )i .1i o'er. c_. - ROUND.) CRUS BARS.•X =2• ! INVERT_[, • 2 O.C. - ELEVATI_ON%i E OF PIPE Q BIKE STRAP: )J'r1• SEE PLANS01 2'(T-P' SCOPE AN D I.E. VARIES NOTE: AND SIZE S, -mac SE E P'-AN S t) Mik 2'-0' COVER ON ALL PIPE A DRIVE AREAS s� :S SEE PIAN _ = ,__-.A• : E.EVATION 2) LYNCH TYPE CATH BASIN OR EQUAL - - - :'A=: 4 : - l2 CLEANrx1T x���CATCH BASIN wa FIELD INLET 1 POND OUTLET DETAIL '�� CONCRETE STAIR DETAIL = ~ == C7.0 N.T S- C7.O ti T v N .S -- -- -- -- --- -- ------ - - ----- -- ----- — — ---- ----—_ --_ _ - - LYNCH STYLE A,%Tf:. , CT . , C7.0 N..s - - 'c "A A A — - -- _A -- z SITE PLAN z DETAILS • A N D S7= ?EW,,wA� NATERT1GHT CAP x TYPICAL .,, W ' SECTIONS ASTIC OR DUCTILE .R'_*/ DETENTION-239.50 - D y WATER QUALITY-236.25 z x « :ti_E •'n .c - OItT�T -c 1 PERMANENT POOL-237.00 4 z ♦ ? — _ c7} n� r U1rW- ^' °r SECURE TO W" *ALL NITb'•+ TAN A. c: _ ,' Z4 *i p " - S LESS 6' IS DNC. •wE _-E_-K Y .0 r-- x- W STEL[ BANDS (VIN. 2 WIDE) AND FINISH BE ED 8 / Ay h :� W BOLTS SAME AS ADJ,ACFh' -- R . a SLAB • �'^ `--' VH DIA TO 9E lri_cRA11NED BY Si OF OU*LET PIPE: 80 GIA MH VAN+S ACTVRERS :ME•+5.�`.5 ,ate._ CONTRACTOR -C .ERtcv TWAT ��j� 4' - 21' _ wve % 'w TO 9_ :tiS-A__E= �'__ - !VTC �+E SPACE cROVIDED • POND s �/�� 4�X W4JM SLWPTp£PE DESIGNEDSE , � �BBON BIKE RACK N.'_S • = C790 M P rME 3"NAOTS -ARIL" - /ACRE • MULTIFAMILY RESIDENTIAL -22.0 CF/ACRE 5 N A— _ C'1MMERCIAL/'NDJSTRIAL -94.0 CF/ACRE _-- _6_ OF WATER QUALITY «« - im NO. 990295 DRAWING NO. POLUTION CONTROL Nf Sed°"°'-0`°`� (MANHOLE REVISED PERMITS 8MITTA I C11/nf3 m. .r .. �...,�, ._K.._ r. I r Ire i1 2 25 26 27 20 Zit 3C i �1 f f8 I'f �1 `�S 2 29 �4 7 ; A 1 < l , .I Tx R�. •y ;c 0 h L: C y m 0 =h m ai Q• O h M (HORIZONTAL) VOLUME OF THRUST BLOCK \//\�i / //\�//\\\ •° //\r '�I c BEARING AREA OF THRUST BLOCKS IN S0. FT. IN CU. YDS. (VE-TICAL) Z \\� �.,.- a t` ' •+ 22 1/2' 11 1/4' FITTING BEND ANGLE g FlTTING TEE 90" BEND 45' SIZE ---- 6' PLUG MJ SIZE BEND BEND BEND _ 45' 22.5' 11.25 -71_ 1.3 1.8 1.0 1.0 1.0 4 1.1 0.4 0.2 �Q) 6" i0' BEND MJ 4 (�✓ -----�- STANDARD VALVE BOX 6 2.6 4.0 2.2 1.1 1.0 6 2.7 1.0 0.4 SEE DETAIL No. 3 r/\ i 1 8 5.0 7.1 3.8 _2.0 1.0 8 4.0 1.5 0-6 ()NcRETE PAD j\//\ / /,.,ii, i /.�' // / •.• "T'� •j�/��t�� 1 6" MIN ceca 12 11.3 16.0 8.7 4.4 2.2 12 8.5 3.2 1.3h. 16 20.1 28.4 15.4 7.8 3.9 16 14.8 5.6 2.3 RETAINER GLANDS ' ' �~ 1 'wCL --- (2) REQUIRED \ 1 20 31.1 44.4 24.0 12.3 6.2 ` N 24 36 177 89 45.2 64 0 4. . . _x 6' TEE MJ x FLG , CO 6'-0" `� STANDARD COLLAR ROTATED DOWN 45' M ` --'� MIN. 2' 6' V2W PSI WATER THRUST BLOCK LENGTH VARIES u � PRESSURE AND 2000 PSF SOIL BEARING (SEE DETAIL N0. 200) DIA. ` o VALUES RASED S - rL s) CAPACITY. / aG ? is o LENGTH r "eaj74° MAX. FOR VALVE AND CONNECTION ' I / I r ! REFER TO DETAIL NO 101 THRUST BLOCK a 3"MIN. 6• MAX.BREAK FLANGE BEND TEE VERTICAL BENDp ,_- Xxy FITTING ROD EMBEDMENTr/\\ '?�\\ � SL_ Y. MEGALUG RETAINER 6' 90' BEND MJ 10 SIZE SIZE 6" 45' BEND FLG GLANDS (TYP) 4•-12° 107 M6 30• \�A%� /�A/AA����� ��!'�//AA/: � t � 6" GATE VALVE MJ x FLG 08 "/�\// /\\'� `�� Pte• CONC, PIER BLOCK 01 . \ i /�. r 11 /hi •.�t. 4RCU ROCK ��%i��' \ NOTES: DUCTILE IRON PIPEra / 1) THRUST BLOCKING AT ALL TEES, BENDS AND 'f? 1 * T ' ENDS OF PIPING. ( . � •fit 1 2) f.ONCREIE BLOCKING TO BE POURED AGAINST ?\/ �')Z ) T'�'S> �• �� UNDISTURBED EARTH Q / 3) ALL CONCRETE TO BE CLASS 3000 4) INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET STRADDLE BLOCK AROUND FITTING. SECURE SHEET ENDS TO PREVENT .\ SEE DETAIL NO. 200 INFILTRATION OF DIRT BETWEEN SHEET AND PIPE FITTING PRIOR TO POURING THRUST BLOCKING 5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS 6" MEGALUG RETAINER \�\ FROM CONCRETE WITH TEMPOARY FORMS AND \ IRON) POLYETHENE SHEETING SEE NOTE No. GLAND (EBAA I ) CONCRETE PIER BLOCK f DETAIL No \ 6' BLOWOFF DETAIL No THRUST BLOCKING DETAIL NO. FIRE HYDRANT Tualatin aAe .terDi.trict DETAILS 2n Tualatin Valle Water District ON DEAD END LINE 102 TualatinValle� IaterDiatrict DETAIL. r?06 - HAMPTON STREE 1 OFFICE BUILDING �I REVISIONS: REVISION EDITION CLOSING DATE A X X SHEET TITLE TUALATI N VALLEY WATER DISTRICT �I DETAILS I I DATE DRAWN BY CHECKED BY: SHEET . r 7 OF J06 NO. ---- 990295 81100 SW Hampton Str. • IT SUBMITTAL 01/08/01 1e 4 BUP20 REVISED PERM 801 1011 I 1 la 13 I III4 iIi i►1n�1 n I I nl�ullnu nnlnnlnn�nulnulnnlunl iln Ilnl�ulllnnI II n I I jiniitin�unl 10 i.tpt le 17 It! !o $O 21 22 Q3 24 Zff i;e 27 28 29 30 .. , r' e r r i� 4•� j1t • ,i s I - KEYNOTES _ f A= ZAZr 'rte r-+ - - _ '- _ - .'_ '' - - __ -.y - _ _ _ __ _A•, - _ '' _ rr1, ai -�- ----- a *A*•! 1•'--- A — �/'.'1•: Z4'=+� --G _ ?+� • _- - t - rTrrl _C2 -! 1 \ L t - S EOIUAL SPACES - i. M < MANA TON STREET • i OFFCE ADM West Entry i South Entry 3 East Entr 3A DOCK SECTION _ _ ' --_ 3r-6'_ __. . . cao r� A a C" V 71 CfI -,- � � --- r � ''� i psi.-- _- - -s-► .. . . ' : .. t2 3 1 0 2 4 North En • Exist. - s Stair • Exist. e \ Star • Exist. CHEMICAL STORAGE SHED SLAB =kle'Wo 1� 0 Ad � � 1 �J 9 (DICfsx-�: ,r � '✓ �ARDRAIL SD OVE • ' •' SITE r DETAILS ! rAs mo ALL EDGES ® .LSMRAGE ��. �.LA,�, ` ..PIM �0�Tt T�f( APRT A N D �-- SECTIONS SITED PAD S .VAX (A.0 PAVM SEC-M A 5811A.AR OOMpf'tOh, � • Baa * ./4•t1r Chi T 1 Qt 2 VW MOLES (SGKV*D) �g PjC �ti .Ceti' AT d'-4. 0-C. 25' Mi.�_ 3+•':.:'w,:, 11r ASP"ALT VWGkATED MT i + a' L - Q• OF PKE DRAMM ROCK =t w R P1/ AT - cite 17- l i ! FOR P/C W^.L. SET PANELS St+EE ' D _ I a/�I01 - — - - — ON COW. PADS. BRACE• i � - __ — _- YVU PLACE FTG AS 9400C ELEVATION ��,.73�M C �• ~► :7_^#WS'QVJC'_D% =AZ EA--)" C 8 . 0 • pow •C �aws-� ',' SECT, , Enlar Plan • 81c�, �o TRUCK D= RETAINING WALL - - _ , - - – __� gyp:—_�---_---- - r r - ' • _ �'-� ca0 - 990295 ,., QED P'EFNT SV811AITTAtOl , ur�air�rs _ A 04 [;-Lj w s� _ ads p• am _ j ,w� � • I ,+ , WR i t V i �.J9 c Oh C c 0— CA ca h 0 h ^� 93 KEYNOTES _ s 19 " 13 1. 8x8x16 PAINTED SPLITFACE CMU WALL 2. SLIDING CHAIN LINK GATE 16-0 - _ 160_ _- 3. LOCK MECHANISM BY GATE MANUFACTURER —_ _ - * 4. 2'x3' 20 GA. DOWN SPQUT , 5. 4"x4" 24 GA. METAL GUTTER (WHITE) 6 BHP DESIGN SPAN 18 GA STA14DING SEAM ROOF (WHITE) i 3 (! - - - - / 12 �'8 18 5 12" RIB SPACING, BLOCK AS NECESSARY s 2 17 I 1 S 6 7. SLEEVE UNDER SIDEWALK �? z T� 2 TYP I I I I ( I I C9.0 13 r C9 0 I 1 8 12" WIDE x 6" DEEP TRENCH W/ Y4" STEEL PLATE SIM COVERS IN 3' SECTIONS (COORD. PIPE HOLES W/ GAS SI,PPLIER) �p ?2 C - ao --- - --- eq -- �— '""� — T -1 u ------ _ \ !. 9 5" CONCRETE SLAB W/ #4 O 18" O.0 EACH WAY Ac 10 SWINGING GATE 15 SLIDING-- - 1 11 VERTICAL REINF. #5 O 32" O C. r �' `O 13 s I I I I I I I I II GATE ` 12 HORIZONTAL REINF (2) X14 O 4'-0" O.C. 4 BIOHAZARD - STORAGE 1-- —' — i--' —' — `—' 13 C8x11.5 A7 EDGES cc �� C 14 I 14 ! I ( 16 14. LIGHT GA STUDS 8005162-54 O 2'-0" 0.C.( I I I I I 15. 18 GAUGE BLOCKING 5 16. (2) M5 O EA OF 2 BOND BEAM COURSES - - - ~I " 4 -I __ .— _— I 18 8" STUD BLOCKINGWAL SEE SITE LAN _ C9.0 K T P • 000__0 _ X000 - - - - - Ln 19 I I I � 'I 19 RELOCATED EXISTING UL RATED STORAGE BUILDING NITROGEN HELIUM Q v TANK ROOM at�� `O CO2� i`� 4 13 - -- -� METAL ROOF DECK { 13 7'-0' I 40-0 3'-0' -- 7'-0• I 4'-0" �► FLOOR PLAN �e FRAMING PLAN 2 SHED SECTION N I 1/4' . 1'-0' C9.� 1/4' 1'-0" cn Cg.o 112" = 1'-0" o - 20 GA — — 3/8" R N/ (2) 1112" DIA BOLTS FASCIA • FLASH:N, "L \ Project _.��� _— HAMPTON STREET 6' V 5/16" OFFICE BUILDING 1 11 12 C801.5 GAS STORAGE LIST C • GAS TANKS: (2) 400 Ib CO2 TANKS (NON-FLAMMABLE) (4) 291 CF HELIUM TANKS (NON-FLAMMABLE) - -- 4 ROOF AT FASCIA (4) 275 CF NITROGEN TANKS (NON-FLAMMABLE) `- --- ALL ANCHORED TO .WALL BY SUPPLIER k r V^ PIPED INTO MAIN BUILDING METAL ROOF HYDROGEN TANKS: (2) 196 CF HYDROGEN TANKS (ACTIVE) -FLAMMABLE I --- -- 8" STEEL CHANNEt. (2) 99 CF HYDROGEN TANKS (BACK-UP) -FLAMMABLE 11 12 590 CF MAX (750 CF WOULD DICTATE 'H' OCCUPANCY) I � , I I 3 3/16 a' \\ F I�- 20 GA. EDGE FASCIA TRIM SEALANT 1/4' (! x CONT. W/ 5/8 DIA HWS O 2'-6 O.0 SPLIT FACE CMU/GROUT, �� ! -- SLOPE PLATE 1:12 WEST SOUTH REVISIONS. 5 DETAIL AT GUTTER _ /�� 1 1/2" = 1'-0^ G REVISION EDITI �t, C9.0 9.0 _ CLOSING LATE -- __--' A X — --5 ^$ -- -- --- O 5" CONC. SLAB W/ X14 --+-�—._ 4 O 18" 0 C EACH WAY �. .......( - -- SHEET TITLE: - 2) - 12" WIDE x 6" DEEP TRFNCH W/ Ws" STEEL PLATE SITE 2 COVERS IN 3' SECTIONS J L n = DETAILS 3 4" 3 L 2x2x3/16 W/ X14 O 12" t AND I D i 4 10 /INV SECTIONS . GATE_. c DRAWN BY c �. til• CHECKED BY a. 1 EAST NORTH - SHEET w TRENCH DETAIL - — ---- }? i ' ELEVATIONS v r F a SHED C900 r 1 i. rt 1 + %;i•y4 r a a- + i, , - Ia.�{i A k7 1/2 a, {F�♦ t ,ik` , � ,.:i 3 tF f'ET''ix CytY a , `. b.ir^IE r T 41. }. �• : s� 't' . �,:;1, baa.:�,At 1 'o+ :S� � 1,�,..xk�'..�y,ny � '? r��. ' p N �,�'L il !fy i:� 1 , ,���„4�,7�Za <}���$ i i}'.t +r 'f:;�Cr .'+.r• ^'wYG� '( ,se k°Ii*�` ( `v:•F av4y, �y! day r aa� �' ;. A Caro f1 ,, 7tI}• ji,�Y�9, ''r 3•. }� •ti ti..�,p4f " t - t 01��01 OF T1 s + r M NO. 990295 �rs , !t800 9W Hampton Slr r a. I euv2001000le RFVIRFi") PERMIT Rl 1RMITTA I l l� �01 a or e Cmin II I�1 n 11 � III�u (I , 1 di -- LI�O�LR'Y�?IN' III 11 In I I I I I I II�yiul`. u. 10 .1M 8 t 11 1� 14 t, 17 1e t t 4 , 5 J• 1 � 1 f 7 , 1k. yl 5 .., I. rt,'