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15495 SW SEQUOIA PARKWAY BLDGS 225 & 226 KEYNOTES 0 1. CONCRETE. SIDEWALK, SLOPE TO PAVING TYPICAL CC 2. 6" EXTRUDED CURB, TAPER AT WALK O CI II 3. BIKE PARKING — SEE DETAIL 4/SD4 4. 4" WHITE PAINT STRIPES TYP. .z x Ey 5. DISABLED SYMBOL - SEE DETAIL 6/SD4 - l* 6. DISABLED SIGN - SEE DETAIL 7/SD4 U c c, 0 ` Ln 7. CONCRETE PAD FOR ELECIRICAL TRANSFORMER VERIFY .Z O a. SIZE W/ UTILITY '— p 8. DISABLED VAN ACCESS - SEE DETAIL 5/SD4 LLLJ t • ;n Q 9. PHASE OF WORK BOUNDARY LLJ Q m a 10. HANDRAILS c m I • 11. EXISTING G.T.E. MANHOLE (/I C) O W • OEn0) w y t1 J O O 04 Li 7 MIN .. .. LLJ V) _ 0a- a- _ SITE CRITERIA -�- M � R; BLDG. ZONE IP SITE AREA 198,197 S.F. BLDG. AREA Q O 2 11 BLDG. #22.5 27 500 S.F. Q) Li ��' , �� _BLDG. #2.26 - 35,000 S.F. �S Ln TOTAL-- 62, 45PROPOSED USE: SPLCUI_ATIVE Q-2 0 ('� 1- CONSTRUCTION TYPE IV SPRINKLERED = _ PARKING O � �J �—' `; -- 1— ; REQUIRED AIANMIF. 350) (1 79) U COMPACT (131 ALLOWED) 103 (C) .� — .0) DISABLED (7 REQ.) 7 (H) U \\ o 0 4 16- 2°�i ' STANDARD _ (135 REQ.) 162 (S) BLDG X225 1\ �_ �-`- 1 TOTAL 4.3/1000 272 U Q \ , 12 1� - 25•pia(' BIKE PARKING 1: 15 (18 REQ.) 20 C3 m LANDSCAPING ° 5 \ _ .c - REQUIRED _ — 2.5% PROPOSED 26% 52,177 _, F. \ f \ 5 TYP. 10 4 110 C3 �- ; • `, .3 - BLDG #226 � yFH o/ Y 9 i 8'-6" MIN \ /' EYP; B 4 \t 24 V F�rc� c 1`' O 9'-0" MARC' / �' 00 2Lp FH11 \ r •(1��1� N.,10 1 • . . LA `�, \ ' I �� SIJ SI.T.�/✓Y�dI`J/� ''� ��iN '/ DATE: \ 2 TYP. --3T R5D1 5/14/92 SDI' DRAWN BY: r 2 \ 15 ! i 7/9/93 CAW/SAS SEEGENERAL REVISION CHECKED BY: NGE DRW/K,1K THIS SNO HEET REVISION 7/15/93 EDITION CLOSING ' x z � DATE: / 1 6/2/92 2 6--22 - 92 � r r AREA OF WORK - 3 _9._93 4 X ?-15-93 III ftv, r ^^� cp \ 1HEIfl SMA�,NENZIF ENiyNE EPIN(• 14 - 199J ALS RICHT,kE-a.Pv�;i E DRAWING ARE THE PPOPER Tr Cx JACXENZIE ENGINEERING INC AND ARE NOT TO BE USED 14'1 S SITE PLAN __� - TTHE PRIOR ANYMANNERT TEN^PEAMISSONT,W TM EI f"e30.0' /~ r Yr - Z � SHEET �z( SD1 l C, 0 l VICINITY MAP OF 5 JOR NO. m � v I.� m SEQUOIA PKWY., 15495 7.91521 SIT 92.0015 1 OF 5 AS SUBMITTED FOR PERMIT 8-6-93 .x�T... MIMI, �v 9 1 F THIS DOCUMENT IS LESS T� I r 1TITI r1rIT IT 1111 1 TTTTT 1TTr j��r�r�r T rJ LEGIBLE THAN THIS NOTATION, ! T� __�V7 _�__�__. I V � III^ 111 ' I ' I �� AUGUST � QI '1' IS DUE; 'i'O THE QUALITY OF THE ORIGINAL DOCUMENT. "°.ae IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIII►IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII VIII �llllll Illl�1W IIIIIW 1llllWt z ` RIll 111,,,iui�lllillII �II►��I��_- _1 Tfil l -1IIIII� T1 I Mme- I LI LAJ I- __- 1 LY GENERAL NOTES: CL ul M 00 O rn N 1. SEE SHFET SD3 FOR GENFRAI NOTE_. Z ED N O N M n M n- W � 0MQ f ll GRADING W m " _ NG NOTES Z c t- I , C.� ° cnoa 1 Z ll C%4 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS `• t` U-) f INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES W � o 0) a) I ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS OR THE OAVIOUS p C nt GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES W L v O N _ 7N E) - ", " "tea '_ BETWEEN POINTS WHERE GRADES ARE GIVEN, ROUND OFF SURFACES, AVOID N -11- 0 m Q1 - _ � �_ --• �� ABRUPT CHANCES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF ` 0;-,. -- - -- _ w'�--�` CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED Z 3 L " = _ Y --_ _-_ -:i[ '`` �~ - ``�r DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, W N v '� -��. __.__ - K W A Y _W- __�~! �-' _ . „ __.�-- Jr"-- `r`_y_� R SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS U a N n J PROVIDE 0 _ _ A _ AND PRO F 1 _ OF SURFACING MATERIAL o c FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY > (D 0 s OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH U o ti- a • - -'"". Q V_ -t-"'- I -mom_=E�-==�'°'�'- `y '`. _- HAVE SETTLED OR ERODED TBRING U TO FINAL GRADES. „ _� - - ."'•�'•�s _i -�: , - - f �m � �`' _ �~� •`' • GRADING TOLERANCES: CL �--_.1__" _ �,��,� ROUGH GRADE AT PAVED ORLANDSCAPED AREAS: 10.1 FT. �' _ -✓` W'�' �� -'� "' S ^__ -- FINISH GRADE PRIOR TO PLACING FINAL SURF^,CINC: ±0.03 FT. 172.49 1-73.55 T 174.50. 171 _._ _ W 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS T-) rr_17- -- .• --- �._-. 7s.za -- _'~ MATCH E�X?S`T GRAD _ CLEARANCE AND.�_ • [NGL SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM ' C) `�,,..-- - 174.01 x 114.7a '' LOT C I_E A _ �- �r �i Els e2 ._Y-_ -_- ___.-__..__ _ - 11 FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. ,7r. x._- - Tn .1 a ...._ -----" �' - -0§ X '`F Q�'4 '^ �� _ EXCAVATORS MUST COMPLY WITH O.R.S. '57.541 THROUGH 757.571; N x171'+u'"'. '9 76.64 ' EXCAVATORS SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS Q� (`� 0 ,,� -- 175. 1 .76.5 '�.� SEVENTY-TWO (72) HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO L11J � 7 x '7' I ! "� L �``�`� TILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE. U ® t �_... G 170.11 172, a � 17 .84 x �' / o93ID NL T - S ? � �.`V "CJ O M=1 0.00 ,� ,4 y ,��. 1 32 x 71.4' n235 1 '1 7 x t z9 .� S ' �� \ 3. SEE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT FOR BACKFILL �� \ 7 `�. AND COMPACTION REQUIREMENTS. �- 0 N H C - ---- J• 74.33 x 17D 111) � �� - � ~�� ` ---••-....,� '�-. �`' 4. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES N ��•- ,_ MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. 0 N 1 - / 15 189.50- ^O 1.9 i'' 1 75.5 ��► 174.65` ] , -i. r o - THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF L� MATCH / '' � MATCFIXIS7ING '� - E ��1lJ , ; EXIST. ,6 .s5 r, '`rO (' ` G \ 17 - %'' _ PAftK1N LOT GRADE . �1 ti.Z' "�- WOR" TO ACCOMPLISH EFFECTIVE EROSION CONTROL. L L x '4' AJ ' ''9 0 874 r, -' �l� 1 1 9Q ` �� i ' '.+c 0 5. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE ��1 7243 CONTROLLED WITHII,i i HE WORK SITE AND SHALL BE SO ROUTED THAT U I \ r�� 17 /• x ) 1 ,7a.o7 �~ ADJACENT PRIVATE PRC.°ERTY, PUBLIC PROPERTY, AND THE RECEIVING �� 170.90 ��6ao - cr •-- -� , s.n SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME ORDER x x 17,.53 /�`x , .2•I' U x ,t7j4 \ \ 0 171.34 / r i- _ --"1 CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE � I- `\ �,✓"- x 170.5 o /�' ;71,50( N T ` „3 es e:; M=171.INLET. o \ 1 DRAINAGE CONTROL. F!Mrd D170 00 \ x P 27 174.01 F N U Q 1 x 172.62 I - MATCH EXISTING \\ \ x 1 ��' r +TG PARKING LOT GRADE m ,74. 170.99 - \ ,y F.F.=171.00 r / \ j l ' aq I r7.f.29 0.1,4 x 1728E / x 188. j � \ ` 1 17 :� ` REL C.ATE \ �•�. , ,e y 7�T, 173 ;2 9° I - - _ LEGEND: - e CONTR/cCTOR SHALL T ,L 17334 17Q.90 �/ ,tt4fr$e 41 r \ AD�IUST THREAD OF y� _T ' �- .� a 1 x ALL TO ACCOMODATE x ,6q 7 WALKWAY LAYOUT. x ,7o:y Q; // t - •. �i 1 r ,ef 15 EXISTING CONTOUR LINE �?'' x 1 70.135 x 7z -_ ` i.�_ h sem.. MA�.CH EXISTING _ t 7o•d�i \ 17 0 ;/' B, PAR�([NG LOT GRADE tii i0�- PROPOSED CONTOUR LINE 170,2 , -�Y----- 170.45 x - �� EXISTING SPOT GRADE _ \ �. f 1 ` \ /,70.20x 171.49 I -» ,85.08 \ Y171.4a - /i \ 17x0.32 / \ `. 170.50 /� 1 17i 5H x 170.13 �' I I \ �- 70.5D f ee x 17,. ? �1 /l �� PROPOSED SPOT GRADE --' 68 22 .�._ , rrA'"H � - � ,7037 F'IE / 17. r7i \ RIM=1 .3 \ ' ` ' ' v• r: 7+1' 171.05 \ _ CL � \� � � 172CTi x 1 17 I , ,0'� `\ \ \ n 70.i /ter / -- r. 1T.' \ % 171 x f7J.�§ ";3c 1 1. \\ 171. 0 1T 71.20 \ \_ , 226 I 17 MATCH EXISTING �� 226 �/170.42 PARKING LOT GRADE 0) RELOCATE >e F.F. 172.00 ---� �. � � o 17 x24 � ,' '/ �NJ 0 .5.94 49� / f I 171.90 , J �' •, 66. I9e it r 1/ A \ ,i . / U x 172.44 23 7- ',r x 1 .4.9 \ 172.3. " ( / \ x ,'2.08 x 172.07 7 \ 170.46\ 1 1.90] / x x ,71.21 70.7CD 71.90 ' 3 \ '�^ x17 5• 169.71 0. �\ 1.10 x n16 •.,,• J ,. r. '.' 73 / r , \ .. �, G1\ ;y- x 183.09 171 MATCH EXISTING .--� ,, ,� \ 17 .04 x 1 xie!tf 1 , x16113 PARKING LOT GRADE \\ \ '" - �-'� 2 x 159.35 ,I �- a' 1 70 \ ice - 1 �P 1_ �. _ ~1 .e _ ' r \ 1 \ x G CB no.34 �'�C.. \ ID 171.75 7 1 7 --"-. ,�10 r- �.-41t IM 1 69.50 EX x 160. 1 , _ TYP. t7 25 e ;� .'"' '": 'i' AQ {$� AS NECESI�l -r CONI` XCTOR TO VERIFY �L ATE - I \ \ c 7 .47 -��- -"� C� 9, '' i x 170.55 Y �e'-'��,:3?1` IR k1 T1pN , 164 M=1.65.8 co \ x t7i0 170. - r PRIOR TO CO �'1 P i 4 170 x 160,77 -. 1 10 e0 rr'' C0 � - - f - x 1.159 32 S T NI M.H. \ x 170.51 � t ~ - v 15,504 'P ,r•--� --'� , -!� ,r a0i I- 'y I R M--169. S.F x leo? - r --. _ I I 7Q \ j 70 --''- 166 = `'` ADJUST RIM TO=169.60 OREGON 166.9 -� '! CONTRACTOR TO VE,R If ' � y(4` I \ PRIOR TO, T CJ I SAN. C.U. 9. I S �' ` -'61061.33 �" �q 2s. 164164fl3" ��~ ' 170,501 .,�- % l f1;i4DA ` U RL KORO jet �5 160 ,.•- 1 �C'' M.H. 16 _ r f �.�r. `l�\ DATE: 6o x li x, teo \ RN 5/14/92 x XISTINGCB-15 X15 .30 E �j�J� DRAWN BY: ADJUST Rllvl T0=169.31?;v.77 - :% '•._ - - (`Q TRACTOR TO VER FY- SAS IST TO CON �tCTON CHECKED BY: r x 165.5 x 9.30 rte.--�.,. rs o _ K J K x 159. r-� �- 158.90 H STM M. . --T 159.80 1 x - -- \ REVISION ter~ *- r✓ x ,59.40 -��`�59-- _ EDITION t5e 2 CLOSING --""� C_ 6.96 167.70 r 1�-�' _ _ DATE: 9.38\ x 1,5,9 1 6/12/92 `-SAN M.FI, +s9.a3 _-� 2 6-2.2-93 x 159.59 rjR SU2 •� /--9-93x ,59. 2 4 X 7 -14-93 MATCH EXISTING /PARKING LOT GRADE_/ .O. ;_ct•1j9/93 5 X 8-6-93 - r• GENERAL- REVISION STM. M.H. SEE Loi; 4--- I `) MACKENIIE ENIiNE EKING INc It19.1 AIL RICH75 RESERVED 1 THESE DRAINING ARE THE PROPERTY )f MACKEWIE ENGMEERMC,INC. (4.E L) AND ARE NOT TO BE USED OIC REPRO- DUCED IN ANY MANNER EXCEPT 111TH THE PRIOR AW T,FN PERMISSION OE ME 1 SHEET S GRADING PLAN— _ - 1"-30 SD2 0 OF 5 f: JOB NO. SEQUOIA PKWY., ,5495 CID 1 0 2' x0015 AS SUBMITTED FOR PERMIT 8-6-93 �9OF s2cu IF THIS DOCUMENT IS [,ESS i - -- II.�1 I� fiT� �1TT_1 li1 � � 1LEGIBLE THAN THIS NOTATION, V1� I AUGUST _..._ 30 . .,-:•. 1 D7 IT IS DUE TO THE QUALITY OF -7- -7 /fi, 140.30 a THE ORIGINAL DOCUMENT. [I-, �£ I 111131-1 8� Gg �e� till "3111111118, L i�� oo�� sej�I �8I dT T 9i9i ��1•i I S�l�L�L � TT aT 8 L A �9 � CeTweIII-111I1IIII IIII�IIII IIII�-IIIillll�ll �IIII1I �IIIIIIIII�IIIIIIIII�INllllll�lllllilll�llll IIII�IiII IIIA 11111111111111ll1W Illi Illlllllllllil_ll u�►�u!Il�ui��i►�!i!I�I�j�ilt uu�ul�llllllll�nl�ll�1�1�!�!�41!� ��i��i ��1!INii ry . � _ d �� `'?f"y .. µ<_�,,.:,i °aaQ=Via:::,. -. ._..•_ Q O ry M 00 O � `'' x C4 M -� M C Q 0 O a u GENERAL NOTES �W t ' MAt _ W a. ma ►'- o • Z cit I Q Nr 1. ALL WORK SHALT_ CON':-ORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, (' 0 0 TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE: 1988 EDITION ~ r-4Z 1:n � ti Ln OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. W • o rn 2. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING L1J 3 p v�N 04 TEST: -�- - -- FIRE LINES: DUCTILE IRON, TITAN JOINT, CONFORMING TO AWWA C-151, CLASS 52 �.--.-,� �- =�"��r ►- �~ ~��• TEST: TEST AND STERILIZE AS REQUIRED BY TIGARD WA1 ER DISTRICT AND m i 00 UNIFORM PLUMBING CODE. 3 Ln E - _ =5.7 "-- -•..•., SANITARY SEWER MATERIALS: U of ,�. r- _- _ - - Y __ . W ---- _ w --� -.. PIPE: PVC CONFORMING TO ASTM D-3034. Q 0 c - -.. _ _ _ Q -�_- _ 3 ant O 4. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT (� o a a SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THF _.- E �•�5_- -�`- -- "-�`"'° '' �=- "" `w- - _ SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT -V PIECE,_ PIECE SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. r� '" � ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN 1HE FIELD BEFORE BEGINNING CONSTRUCTION. - -- y- --- _- .- -- - UNCOVERING, (� �: _ ~''-'""•-•--. � 's��•"`'--� `"�`��~' EX(STI JG UNDER^ROUN UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION ��_ -- -_ .�---••''- �•-•'"'��• s =--�•-`' �`_,.�._-•• ---" `' -----.-._..� p `•---_.,�, �"�' � W~'`- SHALLBEVERIFIED AS TO CONDITION,IS1LE LAND LOCATION BY UNCOVER G, } PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH FDC JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE E ANY DISCPEPANCIES. N ��,� -""` `�,;' ` �` "'�- 'e^�"\� 5. PROVIDE CLEANOUTS AS REQUIRED IN 1988 UNIFORM PLUMBING CODE U O� Q 3 �,� _ �'' .'. �ti - "�.. �-`•� CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. 8 l�JJ o) ��• � ' C F �� ; 4j`ti �1ELD INLET ^, .�, l�'J - - "`':' --✓ "-�` RM=1 - O ' Rl�v 1 0.00 °�, .+°a� `"�� i"�`-��-'�� 6. FOR WATER LINE CONSTRUCTION, SEE SHEETS W1 AND W2. -4- Q(� N lE=167.60- ]E=168.00 '~ ,,, `ti `� �''�. C3 F� L" _ 6" ® 3% ]E=167.30161.00 y F �,� t` e P! .Pvl10I_ CO 6" O 8% - _ �' `� �` 7. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO L.• l� O __ --- 6" O 0.55 ~' _ COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. 6 O 0 55% E-- i r-_. �`e.�, --�1 2•�� - --'�` I `-`� '''--I `' 8. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES �, �� O IE=167.00 �- = 7 5 - ; ' T INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS, --- --�''' '."�- �'1 .� - 16 + __ �. ._` MUS 8 E I P A OF \ �� 1 - �-. THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE 0 �] 0, `' WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. U O �-- CO` ® � p% CO 4 \\ �_ ._ _�`""�_` 9. EFFECTIVE DRAINAGE CONTROL 1S REQUIRED. DRAINAGE SHALL BE •c •0) 4" 55• \ J '�� CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT O -� �.0 CO s /` �_- - ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING 1M=16 ( " 55. O CO IE-167.5 SD3 _ , SYSTEM ARE NOT ADVERSELY IMPACTED. THE CI1 Y MAY, AT ANY TIME, ORDER 4- 4 lE=165.20 ` 4 0 INL T' � \ o �M=i 70.0 \ ]b1=171.00-',, 1 } CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE fE=168.50 IN T 1 1 DRAINAGE CONTROL. • 6" O t Y MIN � m a IE-165.15 °'' [E=164.85 BLDG #225 IE=168.50 \ 0 -6" 0 6% 1E=168 10. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. Oo \ , �` F.F.-171.00 p� CAP EXIST. e 11. TOPOGRAPHIC SURVEY BY DAVID EVANS & ASSOCIATES u')\ ® 8" STM LINE 4" 5 S 6" O 8.0% Ik=166.4 RELOCATE O o 0 8" - CO CO A XISTING CB IE-167.70 IE-164.30 5`� ® 1 p% IELD N T IE=16_0 , 1M=170.30 IE=167.7 RIM 170.00 Z CO 4" 55' CO �'� IE=168.00 c �6 ® 2% MIN _-s.•� -'�.- -- // 'CO =164.1 / 1�_ �1 DS =169.0 \V 'y`' S•_ "� p5�° _ i' ' 1% MISS/ ✓ \+ ° IE i �Ik XS ~8"e. IE-166.85/ '� C01 � 6" ® 1% MIN-� ..-,.�.• ASSUMED ABANDONED' �-�` E•�•• 'I� SAN. LINE. ABANDON .6S 6" O 2% MIN. � a\f 1N CONFORMANCE WI Ti-fir ~ - � _ / \ 4" �'' 1E=16Fi.5 t ,/ � \ CITY F TIGARD RE •MTS 0 ��''� -a---��' _ .15 8" /•\ / CO �\ /'`� FILL LINE WITH GROU', _ , 1' �� g" Oro ' / \ "f LEGEND 16 .75 �i AND SEAL. CONTRACT- • a'. E `(1 �- CQNTRACTOR TO VERIFY PRIOR TO =` Rlf " 5� CO \ , FIELD INLET �{ERIFY EXIST. N CO 4 CONSTRUCTION. P�E SIZE & I.E. ��JT / -�ST EXISTING STORM LINE \ p IE=168.5 \ RIM=171.30 ffRiOR TO 6" O 2X MIN. 2�% r. 1E=165.48 8" / 1% IE=170.00 -- '� QNSTRUCTION `,® 5\ 8" ® i� CO �„ S 5• ® GO i !� _.._. f� E 1121- CID // o \ EXISTING WATER LINE 6" O 2% IN 1N� �.,. ` 'Ch1� / -16 .35 CO BLDGGG6 �I - - -� - - - EXISTING SANITARY SEWER RELOCATE �XS�s ` 4" F.F. 172.00 o IE=170.0 , \ f PROPOSED STORM LINE a- ==163.60(8" - R\f ==163.60 8" / FH X •_ ' � Mr6�ST111 1 ,ID 1% CO // MVN --- --- PROPOSED WATER LINE IE=164.00 \ IE=165.10 0 4 S. -' 1%� /�� a r '� EXS Q� 1% MIN. 8" ST 163.2(VERIFY) �� CO " , 1 M \ = PROPOSED SANIIARY SEWER ,l G' SAN=161.25 � ��° �/ 6 .. •,.- ,%'', "TE=162.6(10" X \ ® CID /.�' DS = r Q s o `'`' \ / % ✓ ~ ) EXISTING MANHOLE CO ti I Ems= 70.0 / - 6" O ZX MIN N� �', \,- •�, / V 0 IE=169.5 --'' n -' •+ \ ® MSN' CO �� /'' '• -'�, ° �• ,... ,T.. EXISTING FIRE HYDRANT RIM=1 5.8 Match- o, CO $ a �� IE=170.0 // \ / DS /� f C"0• l ='� S5 - -ADJUST EXIST. STM T/)E=163.30 exst. AC \ 5 A, V " w ' -.• �' MH TO GRADE: „ EXISTING CATCH BASIN IEN165.5 DS 6" S M ADZ% MIN. , �� 8 J RIM=169.0± CU / \ / s-_ fxl�• -� IE IN=163.05 (EXIST 8") E-162.06 10"EXST �. \ • \ / .--''� CONTRACTOR TQ VERIFY * EXISTING CATCH BASIN N `;' \ /' 2" DOMESTIC ®._� �!-'r X T[N B PRIOR CONSTRUCTION. IE=161.2U(10"EXST 8 f - '"" RIM=169.50 E, T) �" " jD \ STM LINE IE-168.90 �' ADJUST AS NE ESS RY FH 6 O 29 MIN I. j // DS MAY SERV[ 6" CLA ' DI- (8" STM) ''r 'r PROPOSED FIRE HYDRANT O / Fr ; . CONTRACTOR 0 V RIF-,Y-` - \ N FUTURE DOCK _ \ `�/ .�'" PRIOR TO CO STRV TIQDF-• ■ PRnPncrn rnrru -,RELOCATE EMT \/ CO °'• 8"®1% .:'/'' -�' `c ••.. r,.•- - --- - . BASIN /,.�FV rm a N ,^:l ( � 1 --STM• M.H. `°,� �,>r� =163 .8 MatchA s; 1 MIN Y (8" ® PROPOSED FIELD INLET eyV 4,15,504+ lE=163.30 exst. AC) � . "; 8"0 27. -`�" E=160.70 \, �' r��, ® (8" S MECT•. If�fr ,-f EXISTING •CO PROPOSED CLEANOUT ✓ �ONTP,„A.rrOF TO ;9 EXIST-15" RIM=169.20 EXST �-��" ! `�-•y'=`"� �T ITR (7TOf-. �O I� -164.35 f" - -161.00 - ADJUST RIM TO=169.60 -' OUGON , PI 2� > F 2 a'' RACTOR TO CONTRACTOR TO VERWY�✓ SAI, C.J 2S, G.t FH ••'" " o PROPOSED DOWNSPOUT ► IPE SIZE 8E l.E. O , �`' -ADJUST EXIST. RfiOR TO VERIFY PRIOR PRIOR TO CO ST GT101 q� �D CON�LRUCTION ��y� Z \ '� ys - TO CON` TION SAN MH TO GRADE �•,v L KO � .,.•� � .�• RIM-168.8± CO ' `ti CO ` IE IN=158.90 (EXIST )-• Pl\- DATE: O `� moi''/rte` I `� �- CONTRACTOR O -PERI .Y .�C, 1. r^ PRIOIj( T( SQNSTR �x1ot3. 5/14/92 r EXISTING CB -SNF DRAWN BY: RIM=168.60 EXST D�IJST' XTNF�C)� SAS EXIST. STM MH J A ADJUST RIM TO=-169.30 MN,TO 'GRADE RIM=161.01 g - CONTRACTOR TO VERIFY �__1-ft1M=169.21 CHECKED BY: IE IN=157.20 EXIST 12"� _ RiM= (Match- PRIOR TO CONS UC'1'jON IE IN-161.00 EXST 15"E. 12"S) ( 4E=164,30 exst, A ( ) KJK CONTRACTOR TO VERIFY l, IE-158.12 IE OUT=160.8 EXST 15 N PRIOR TO CONSTRUCTION. - " M 1 CONTRACTOR TO VERIFY ,, REVISION " f-' >! CONTRACTOR TO VERIFY PRIOR PRIOR TO CONSTRUCTION. Jr- PRIOR TO CO STENION." B EDITION STM M.H_ _ -- 15" STM=158,36 VERIFY) ` a CLOSING 6" SAN=157.60 0l� OA TE: \K=,57.60 _ c CONTRACTOR TO VERIFY 11 1 16-2-92 PRIOR TO CONSTRUCTt9N:C'•`� if)-22-92 DJUST EXIST. 3 RSDS USAN M.H. MH To G ADI J ' 3 7--9-93 RIM�,189. SD3 z 1~-t� I(�J*•15 .5 (EXIST 8" S) 4 X 7-'14--9.� ST M•' • - 11N=145.42 (EXIST 8" N) 5 8--4-93 I -- - I OUT=144.73 (EXIST 8" W) y ,-�• �; � • srr--: �� CONTRACTOR TO VERIFY 1 1f RIOR TO CONSTRUCTION. STM. M.H:---•- \ M AOKENZIE ENGINEERING INF t99J ALI.RIpIfS RESERVEU ,NESE DRAWING ARE THE PROPERTY OF MACKENZIE ENGINEERING INC. (M E I AND ARE NOT TO BE USED OK REV 0- rAwFO IN ANY MANNF" rlrEPT WITH THE PRIOR WRITTEN PERMISSION OF MCI E:AEET UTILITY PLAN ,,•_30. SD3 OF 5 J09 NO. ° Lo 0 SEQUOIA PKWY.,15495 291521 3 OF 50015 AS SUBMITTED FOR PERMIT 8-6-93 r. q 1 • 1 IF THIS DOCS LESS F11111 'F PT _ , �_� 4 11111111111117;ITTIl T_- TFj 11� I l 1995MI*-"- _ 1j AUGUST ST 30 LEGIBLE THAN THIS NOTATION, ' I IT IS DUE TO THE QUALITY OF . N0.0e p THE ORIGINAL DOCUMENT. LZ tillilli'll, Z "311111111111 ' i BILS�T � GII IIlllllIII1IIII�IIIIIIIII�IIIIllmkm,II1III�1llll IIII(IIIIIIIII!IIII Illl� I III1lllIIll�lllll111llllll1ll1ll11W1►I►I�ul►Illullu�ull lul�uu uu�ulll�ulll�lu�►lu 1111�1u1 IIII�I�I� II I�IINIII ILLJ - CONCRETE TO ----�-�------ � r =�-, � � F- -�J TANGENT POINT OF CURB `� vi'�' F- i'-0•' WIDTH OF SIDWALK WIDTH AS PER PLANS OR AS SHOWN ON PLANS. I -4'-0' CONCRETE SIDEWALK `� SEE PLAN--'--- - I BROOM FINISH SURFACE r--1 1/4" GALV. STD. PIPE - O SLOPE TOP OF CURE I -- a_ rn tn EXTR- w -TOP OF SIDEWALK CURB UDED / / 0 0 04 ' TAPER CURB w M co EVEN WITH PAVING LDISABLED SIGNAGE PER / (� I STATE REQUIREMENT / ASPHALT 00 04 ---BROOM FINISH 9 5 6„ SEE DETAIL 7/SD4 / / CONCRETE FLUSH WITH ? 0 N --- -RADIUS EDGE PLAN / m M -TOOLED EDGE EACH SIU._ `► L c O Ln --- 4'-0" / Z 0 .� � 4 STRIPES a Z A - -- - - 6" CONCRETE i �/ // AT 2'-0" OC TYP. X 0 4" 8" R 1/4"2X CROSS iy of I I �% I 30' TYP. Lel a m 0 SLOPE MAX. nIMENSION - - - TYPICAL EXTRUDED CURB " 1 ^ a N o ON PLAN ' (SEE DETA'L) 6 0 CONC. FILL FINISH �_ � /� 111 ON c0 " ----------EXTRUDED CONCRETE CURB SAME NI AFIL SLAB 'low FINISH GRADE _ SET IN EPDXY CEMENT 1 - " -- A.C. PARKING ISABLED SYMBOL, / LJ • 0 rn 0) r -ASPHALT PAVING " PAINTED PER NOTES . v I - _--- _�__._�__.o ��_�__�__- ---.-� OREGON LAW 1. ALL. DISABLED STRIPING p SEE DETAIL 6/SU4 �-� yyI D{ SIGNAGE ORDD NAN O COMPS Y W U mp 0 CV v i 01,04 11= --�=j j�_-� _ -- - - _-_ - - - 4) _ 1 ORS 447.233 iJMPACTED FILL - A = -�=III-1 _..s'- I 1 U 1I--III-I_TI-I11=1I I � � Z � 3 In 0 STI WTI - F2. DISA9LED SIGN TO BE LAj4" CONCRETE WITH = 0_ �_ _ PAINT STRIPE�- --CRUSHED ROCK BASF -I I-I I-1 I-L-I�1 1-- II I II=1 i=w=::�1I I�'�El -1�-1 1.�-If-I;I- WOUNTED TO SIDE_ FOR CONTROL. JOINTS AT 4'-0" O.C. - _- -I __ �_ _ _ _ _ i - -� VAN ACCESS LOCATIONS L� • p m AND EXPANSION JOINTS AT II -II'll-IIII'.�l I� II -II1rIll TTIIIIIIIT�IT1- AND MAY BE CENTERED -_ a - co 1111 - _ 9-0" _�_ 6'-0" STD. FOR STANDARD DISABLED Q > iD 0 L T- - ELEVATION (TYPICAL) 8'-0" AT VAN SPACES. u U d CL f ACCESS LOCATION° SIDEWALK 2 EXTRUDED CURB AND TAPER CONCRETE CURB _ 4 RIBBON RACK _ _ �, s DISABLED PARKING STALL 3/4"=1 -0" 1 3/4"=1'-0' NI VERIFY LOCATION W/ OWNERS REP. N.T.S. �I 1"=1'-0• �I -, AULK PIPE INTO HUB U /-DISABLED SIGN N0. j OR20-68 (.090 ALUMINUM HINGED TRAP - FDA - -- PLATE WITH WHITE LEGEND �� I E3 0 6" 7' �U ON BLUE BACKGROUND) - - y - � - - - - - - - -+- i -- - I PAANTH DAV TYPICAL CAST., IRON GRATE „ O °aRs to 1.n Q� ,�p _el.Ml. N O uP TO,x'10 o1DE8 -VAN ACCESS SIGN NO. 4) 1/2"0 HOLES 0 N �L OR20-t'D ( 090 ALUMINUM ACH FACE AT BASE - -- TAVING SECTION, CRUSHED + --=_ PLATE WITH WHITE LEGEND COURSE LEVEL RUCK BASE OR LANDSCAPING 7" 3 1/2' '" YAl!-AO�E ON BLUE BACKGROUND, --PAVING Uu ` - PROVIDE AT VAN SPACE ONLY _ - -- CONCRETE FRAME CASING 0 L L, - - - CLEANOUT FRAME AND COVERU 0 0 - - -- 3" WIDE PAINT STRIPE z �Y8g885 808 08 b`o86oR u8 8�ov'� D8bU8b n86n8 n8 08 n86°D8bu8n8bi TYPICALZ S��b 8bu 85n850kb an8aD 6 80 oD ° l i• moo Uk�°oillz°[ s Ra LnR�R�4s n0�L •_. �l' i Ln Eli Q � ;Ifl- � � cA a a ___-__ _- 1/4" R STEEL ALL WELDED : �� ---GALVANIZED STEEL POST > � - CONSTRUCTION. ASPHALT -- 5' ELBOW U m 0 o EMULSION COATED INSIDE CS 4 I 6" MIN o 67 I AND OUT. 2'--0" x 2'-0" m I I .�1QIE�_ - - I I 1. ALL DISABLED SIGNAGE ` ' x DEPTH REQUIRED APPROVED SEWER LINE TO COHPLY WITH _ INVERTS, - -45' WYE I I ORDINANCE ORS 447.233. ELEVATION 2. VAIJ ACCESS SICU SLOPE AND I.E. VARIES 4" 10" I I I RECUIRED AT VAN SEE PLANS C,4 I I AC(_c'SS PARKING SPACES NOTE: ONLY. 1) MIN, 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. I I 2) LYNCH TYPE CATCH BASIN OR EQUAL - -- -- U ELEVATION s DISABLED PARKING SYMBOL _ PARKING SIGN o r8 CATCH BASIN W/SUBGRADE HOLES o �9CLEANOUT o SD41":: 1'_p" �I 1"=1'-0" ^I SD4 3/4"=1'-0" 100 rn iJ7 i NATIVE BACKFILL (SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS) 0 NOTES --PAVEMENT AREA 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH -� 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. EACr REA IS OF 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED 1 BACKFILL " GRANULAR - 9"x9" GRATE (NDS-990-GREEN) TABLI�_ ED TOTAL AREA ON THE PLANS: E.G. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. BY NDS OR EQUAL 4. 1F NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED BACKFILL COMPACTED TO 983 1- I LANDSCAPE AREA PAVED AREA OF MAX. DENSITY (SEE _7 >• 1� . k rti �. BELOW. -_SPECIFICATIONS FOR / 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER .0 AO D ,0 Ooo0oc0 Oo 010,00010 Dool(COMPACTION REQUIREMENTS) " L-- BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. e600Ug0 oboe Oc{,O^e�'�e7 Oo.0oo 0•�oO�,OooC 9"x9 BASIN (NDS-901-6) { BY NDS OR EQUAL '\ ��' N' 1 1/2"-0" GRANULAR / ;4" PLYWOOD OVER BEARING AREA OF THRUST BLOCKS IN SQUARE FEET ----- BACKFILL COMPACTED TO 95% n. > FACE OF BOLTS FITTING TEE, 90 DEGREE TEE PLUGGED 450 22 1/20 11 1/4° SIZE WYE PLUG BEND ON RUN BEND BEND BEND I-- OF MAX. DENSITY (SEE OR CAP PLUGGED AI A2 C) SPECIFICATIONS FOR TEE PLUGGED CROSS WYE PLUG OR CAP CROSS o 47 /� COMPACTION REQUIREMENTS) �� 4 1.0 1.4 1.9 1.4 1.0 -- - --- 'pF9 PROF 3/4 X "-0" GRANULAR 6 2.1 3.0 4.3 3.0 1.6 1.0 --- ��G I N jt X 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 W 15,504 t1 BACKFILL. (SEE 6" STORM LINE (SEE PLAN) 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 p SPECIFICATIONS FOR �\ Al 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 COMPACTION REQUIREMENTS , 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 OnGON 16 15.0 21.3 30.0 21.3 11.6 6.0 3,0 ):25 sa.�aP _ 18 19.0 27.0 38.0 27.0 14.6 1.6 3.8 Rl Q �'"°Oo°o 00 oae b00° IE (SEE PLAN) O O a d 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 KO Q Ems: 00!�0°6,UQ Q PQo°o Oa _� rn��i 24 3.4.0 48.0 68.0 48.0 2.6.2 13.6 6.8 0400 DATE. ° oo 90 a,° A2 NOTE: 5/14/92 a a °�0�70 00°0�� -- SEE UTILITY PLAN FOR PIPE BEND SLUGGED CROSS TEE ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AND n n. 0�pati oo��°o SIZE AND TYPE (MAIN PIPE) ALLOWABLE SOIL BEARING STRESS OF 2,000 POUNDS PER SQUARE FOOT. DRAWN BY: 004°o00 ° o° *% TO COMPUTE BEARING AREAS DIFFERENT TEST PRESSURES AND SOIL. CAW/SAS to Ooc, aOVoo 00�0o CHECKED BY: I - -- --- - ---- ° U Oe OO°QOo ti00 10 UTILITY TRENCH DETAIL N TS FIELD INLET U 12 THRUST BLOCKING DETAIL .r KJK If o RE VISION a N.T.S. 1 $ SCALE: N.T.S. EDITION 6N CLOSING If V�. DATE: 11 X,6/2/92 3 Rso4 2 6--22-92 soa 3 7-9-93 7/9/93 4 X 7-15-93 GENERAL REVISION 5 X 8-6-9.3 SEE LOG MACKENZIE ENGINEERING INC 1993, ALL RIGH*r RESERVED MESE DRAWING ARE THE F•ROPERTY CJ MACKENZIE ENGINEERING INC (M.E I AND ARE. NOT TO BE USED OR REP DUCED IN ANY MANNER EXCEPT WITH ME PRIDR WRIT.EN PE iIMISSION OF ME SHEET I SD4 OF 5 JOB NO. U; SEQUOIA PKWY.,15495 ,D SIT 92.0015 291521 OF 5 AS SUBMITTED FOR PERMIT 8-6--93 LEGIBLE THAN THIS NOTATION, I r I, � --� �-- _ ?1 ___._._.��- � __� � 1 ,' AUGUST 30 1995 . . 1 TF THIS DOCUMENT IS LESSTSI P I I S DUE TO THE QUALITY ..•... Q O F No se LI��-... THF. ORIGINAL DOCUMENT. � � � g Ig ot LI IIIII IIIIdIIIIIIIII�IIIIIIIII�IIIIIIIII�IIII IIII�IIII IIII��II IIIIIIIII IIIIIIIII IIIIIIII111111�1111 Illi�lill IIII�IIIIIIIIIIIIII Illl�llll lllll 9� I11111111u1W IIIIIll1llI1W1111�r t L s llllllllllllllllll1i1111 IIIIIIL'!IIIII IIII iIiIIN' Illi r• d H«o....w.+se1'-••+r....,.-;.,., .�.,..,. ,+�,.1:�Nl/d4'MV+ .-- �...4.._. -t.. ,.,:. t.lur."�::_ I STRAW BALE SEDIMENT BARRIER GRAVEL COIy51EUMON ENTRANCES P �� _ 1 `��E" -- � PURPOSE: TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY C _ PURPOSE '- ETC., TRANSPORTED ONTO ROADS �— PkUV1DING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT do REDUCING RUNOFF TO RFDE THE AMOUNT OF DIRT, ROCKS,BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZED -1 W PAD OF GRAVEL Al ENTRANCE XITS TO CONSTRUCTION SITES. -r-- -y-r- ENTRANCES/EXITS ~ CONDITION- WHERE PRACT.'CE-A PLIESCONDITIONS WHERE PRACTICE APMLfES: CE---- - � - \ - �`� r,_ R MAY BE SUBSTITUTED FOR TEMPORARY SEDIMENT FENCE FOR INSTALLATIONS AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL BE LEAVING THE SITE AND ��"=-'r -r++'"" ""-- �.- �-� OF LESS THAN 200 LINEAL FEET AND FOR SINGLE-FAMILY OR DUPLEX a' �" fl _ 'HJT -,teams .� RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXISTING LOTS OF RECORD. APPROVEDACCESS POINTS.ELIC ROADS, OTHER PAVED AREAS, OR OTHER O cV _.�+'_ r _�,.�=� _ __ _ -_��,• ��- .,`•.,,'';?1� AT TOE OF SOILS STOCK PILES. DESIGN CkITERIA/SPEGIFICATIONS* U D 00 i IN EXISTING, UNDISTURBED DRAINAGE DITCHES/SWALES USED TO CONVEYSEE DETAIL 2, SHEET SDS. Z n N �. `. DRAINAGE THROUGH DISTURBED AREAS OF CONSTRUCTION SITE (AS ALLOWED m � BY THE JURISDICTION). c M ) MATERIAL SHOULD BE CLEAN PIT RUN OR 2'-MINUS GRAVEL. (',' O O in DESIGN CRIT g,{;ZPECIFICA HONSO THE GRAVEL PAD SHALL BE AT LEAST 8 INCHES THICK AND 50 FEET IN Z a. LENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND �' i SEE DETAIL 1, SHEET S05, FOR DETAILS OF STRAW BALE SEDIMENT BARRIERS EGRESS AREA. (A 20-FOOT MIT IMUM PAD LENGTH MAY BE ACCEPTABLE AS W t • M Q f� _b_�~- ALONG SLOPES. APPROVED FOR SINGLE FAMILY AVD DUPLEX RESIDENTIAL CONSTRUCTION W a+ O L` SITES. m O 7x�r' 7%;� .•� `�' � �`` STRAW BALES SHALL BE STANDARD 40 TO 60 POUND RECTANGULAR BALES OF Z c I • - �EL�INLET- - ` " 4 , CEREAL GRAIN OR SEED STP.P,W. ADDITIONAL GRAVEL MAY HAVE 10 9E ADDED PERIODICALLY TO MAINTAIN p (A M--169.80 M1 170.00 IM-1,0 0 PROPER FUNCTION OF THE PAD. r STAKES SHALL. BE WOOD OF SIZE AS SHOWN ON DETAIL 1, SHEET SD5, Z H� 0 lIl DRIVEN THROUGH BALES AND INTO GROUND TO A MINIMUM DEPTH OF 12 IF THE GRAVEL PAD DOES NOT ADEQUA`ELY REMOVE DIRT AND MUD FROM W • INCHES. VEHICLE WHEELS SUCH THAT MUD AND D1r:T TRACKING IS EVIDENT OFF SITE, v C • /� - ( --- L = 0 N " •� � �,.,,f - .�\ _/tel � -__.._,•, ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE W p STRAW BALES SHALL BE KEYED INTO EXISTING GROUND FOUR TO SIX INCHES. HOSING OFF WHEELS BEFORE VEHICLF_S LEAVE i HE SITE OR OTHER m �N ,•';"•.y CONSTRUCTION TECHNIQUES/WORK OPERATION.:, MODIFICATIONS. WHEEL N �� M Z 1� ( - "t ti, STRAW BALE SEDIMENT BARRIERS MAY BE LEFT IN PLACE OR USED AS MULCH WASHING SHOULD BE DONE ON THE GRAVEL PAD, AND WASH WATER SHOULD Z. 3 U O _r AFTER COMPLETION OF SITE WORK IF APPROVED BY THE JURISDICTION. DRAIN THROUGH A SILT-TRAPPING STRUCTURE PRIOR TO LEAVING THE L� '- � I V I ll CONSTRUCTION SITE. N v v C ' AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE Y N L ..► i ALLOWED TO ACCUMULATE BEHIND STRAW BALE SEDIMENT BARRIERS, USE SUBGRADE REINFORCEMENT GEOTEXTILE UNDER GRAVEL PADS FOR ALL U O \ j SEDIMENT SHOULD BE REMOVED OR REGRADED INTO THE SLOPE, OR THE BUT CONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE ON Q > c 0 NEW LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT-LADEN BARRIERS. EXISTING LOTS OF RECORD. �j (0a S_ CONSTRUCTION ��- �� N��T� �� -Tv��1 STORM DRAIN INLET PROTECTION TEMPORARY SEDIMENT FENCES ENTRANCE SD5 + o IN FT \ IM-1 1.00 \' RIM�0.00 ELD INLET. iI 1 ` PURPOSE: PURPOSE: BLDG #225 \ `; =171.Oo � II \ `�_= : \ '� TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO TO REDUCE THE TPANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY T h \ F.F. 171.00 \ C `�, PERMANENT STABILIZATION OF DISTURBED AREAS. PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT do REDUCING RUNOFF VELOCITIES. r \ ✓-. QQPlL1I1Sd1YFz-WHERE PRACTICE APPI L5L5 CONDITION PRACTICE APPLIES* RELOCATE �'� N D -EXISTING CB �• y ■ WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE PERMANENT STABILIZATION i `` OF THE DISTURBED DRAINAGE AREA. DOWN SLOPE OF DISTURBED AREAS WHERE RUNGrF MAY OCCUR AS SHEE I N \ J � IM- 0.30 e f, -- RUNOFF. RIM=1 �' `� i 3 ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN \ s=� /�� •y) EXISTING PAVED AREAS WITH CATCH BASIN DRAINAGE, AT THE TOE OF SOIL STOCK PILES, p� rn DESIGN CRITERIA/SPECIFICATIONSy AT INTERVALS AS INDICATED ON SHEET SD5 ALONG THE CONTOURS OF .� D \ LARGE DISTURBED AREAS. in ' �' •�� --�'� �'�� \� / \ \ `,\r; r-/' " SEE DETAIL 4 OR 5, SHEET SD5 FOR STORM DRAIN INLET PROTECTION. AT GRADE BREAKS EXCEEDING 20A (�) R1 BERMS MAY BE REQUIRED TO DIRECT DRAINAGE TO FLOW THROUGH THE FILTERS O ✓`-"� l �\ 7\� �l A D PREVENT BYPASSING OF THE INLETS. FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. 0 N 1 !' \ .--' 1. ' / / AT NO TIME SHALT_ MORE THAN A ONE FOOT DEPTH OF SEDIMENT BE ALLOWED TO , �M.--- ` �1 = ,• ,.1....• \ ,i ACCUMULA'E AGAINST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. STRAW BALE OR EQUAL tf'�,ti �' \ \ L E REMOVED do INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN 0 SEDIMENT BARRIERRIM=1 1 0 HEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. DESIGN CRIIE@jA/SPECIFICATIONS: SEE DETAIL 3, SHEET SD5. 1 / BLDG X226 ) SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH •U it ii CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO --.X RELOCATE �' F.F.��72.00 - CHAIN-LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE :*- •- d %UIST C i ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING WIRE. SELECTION IS � (I IM=166.00 O THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER U u FABRIC SHALL CON'f AIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO � m \ PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION Q -��, LIFE AT A TEMPERATURE RANGE OF 0'F 70 120T. J i 4 5 ATCH BASIN SED RENT \\ � 1. SD5 SD5 OTECTION TYP ALL MATERIALS TO BE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER 7c \ �i \� k"i ��• SEDIMENT RETENTIJN. 1\ % �'� AT NO TIME SHALL MORE THAN A ONE—FOOT DEPTH OF SEDIMENT BE M=1 ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES REPAIRED AND REESTABLISHED AS NEEDED. A,- IL xr l \ �� E T m t \ l�` s "" R M=169. 0 E X S �. X/ ADJUST AS NECE SARY, ELOCATE CONTRACTOR TO VERIFY -� -16 r n \� '' - PRIOR TO CO STR> 1191+F P-2"x2" H -f/ x ECS EACH NOTES; �- % ` X BALE ; :: 1. EMBED BALES 4 TO 6 — INCHES. O -• �/ ,�-- � •,�•••''-"'" �� EXISTING EXISTING X RIM=169.20 EXST GROUND2. DRIVE STAKES MINIMUM 'J� y ADJUST RIM TO=169.60 =^ 12" INTO GROUND CONTRACTOR TO VERT -r _ SURFACE. PRIOR TO CONST CSI O 3. ONLY TO BE USED FOR PROFILE TOE OF SLOPE, OR INSTALLATIONS tiAll! 0LINEAL FEET U GRADE CHANGE >=20% AND FOP SINGLE FAMILY i > EROSION CONTROL NOTES OR DUPLEY RESIDENTIAL CONSTRUCTIONS ON �XISTIN SINGLE LOTS f c RECORD. O RIM=1 8. .XS "WASHINGTON COUNTY DEPARTMENT OF LAND USE AND TRANSPORTATION ADJUST RIM TO=169.30 EROSION CONTROL PLANS" SHALL BE CONSIDERED A PART OF THESE CONTRACTOR TO VER1F DOCUMENTS. THE CONTRACTOR SHALL OBTAIN A COPY OF THESE ,. PRIOR TO CONSTRt REQUIREMENTS, BECOME FAMILIAR WITH THEM, AND BE PREPARED TO O 1 - '�•! 1-'" IMPLEMENT THEM AS NECESSARY. FAILURE TO PROTECT FROM SILT RUNOFF, DIRT TRACKING ONTO STREETS, OR TO CONTROL DUST WILL RESULT IN FINES, w SHUTDOWNS, OR BOTH. BALES TO '` FLOW BUTT TOGETHER �- 1 x 3 FILTER FABRIC ✓ SD5 FENCE LEGEND .: :'. 2-2%2"x3' PEGS EACH �.�•••" „ FLOW , BALE d�: �— '° , END STRAW BALE BARRIER AND ""� ;. - , . , "EDGE OF SITE ..� PROPOSED CONTOUR LINE BEGIN Fl. TER FABRIC FEN -._ ..-a-'" CLEARING/DISTURBANCt TOE OF SLOPE- ° ' • / ��G dd �D ® PROPOSED CATCH BASIN wEROSION CONTROL PLAN WITH EROSION CONTROL BARRIER _ I ' �= r-�` '�" •Y - -�` ----""'-" 1"=30.0' PROPOSED FIELD INLET Z�R G011 WITH EROSION CONTROL 9ARRIER ALAI` 5K1 X SEDIMENT BARRIER STRAW BALE SEDIMENT BARRIER OATS: SD5 DETAIL N.T.S. 5/14/92 DRAWN BY: SAS CHECKED BY: KJK WIRE SCREEN - CONCRETE BLOCKS 3 SD5 SD.5 REVISION I EDITION I Z/9/93 N x CLOSING I 1--1/2" SCS. K.D. WOOD POST, SEE LOG STANDARD OR BETTER. GENERAL REVISION °:� DATE: GRAVEL FIL TER 1 X 6/2/92 FILTER FABRIC MATERIAL 36"-- 20' MINIMUM 2 6-22-92 --� WIDE ROLLS, WITH 48" POST 3 7--9--93 FILTER FABRIC MATERIAL 36"-- _ ® 8' O.C. USE MIRAFI SILT _ f -' - - a� WIDE ROLLS, WITH 48" POST 10 FENCE OR EQUAL. ILTER FABRIC OVER C.B. 4 X 7-15-93 ® 8' O.C. USE MIRAFI SILT X 8-6-93 FENCE OR EQUAL.. -- - �- - -` r - GRAVEL FILTER r ' VARIES 0 o WIRE SCREEN 1 '.�` 18" TYP. _J 1 [V c c (V 4 • • • • 4 Mb:KEN TIE CNl7NEERING INC RADIUS=25' MIN. ? OVERFLOW - _ iTi- 1= ) 1993AU RIGHTS RESERVED IIIESE DRAWING ARE RIE PROPERTY OF CLEAN PIT RUN OR-" - - - MACKENZIE ENGINEERING INC. (M E �) 4"-"-2" GRAVEL �'' -- -�- - WATER :12"-24" ARE NOT TO DE USED CER REI„PRD- RUNOFF WDUCED N ANY MANNER EXCEPT TT1 _ __ _ _ _ W/ SEDIMENT THE PRIOR WRITTEN PERMISSION CK ME1. m7- m -7- n1 ;;IIlr T_fimi 111 1I1 m.ID,,_;:rtID� T :�i , .�,111� :R SHEET PROVIDE FULL WIDTH _ - - — - I - SUBGRADE REINFORCEMENT— -� 1� "'I 8" OF INGRESS EGRESS AREA -I -- N GEOTEXTII_E, AS REQUIRED MIN. / DEPTH BURY BOTTOM OF FILTER MATERIAL SEDIMENT DROP INLE I IN 8" X 12" TRENCH W/ GRATE — FILTERED WATER _ CATCH BASIN SD5 6 MIN. ___-.___-- -- NILE_ , -�---- - -- - - - CONTRACTOR SHALL REGULARLY INSPECT FABRIC BARRIER AND CLEAN OR REPLACE 2" x 4" WOOD POST, STANDARD OR BETTER AS NECESSARY TO MAINTAIN EFFECTIVENESS. OF 5 CONSTRUCTION ENTRANCE a FILTER FABRIC FENCE BARRIER—— _ ra _ BLOCK AND GRAVEL INLET BARRIER CATCH BASIN SILT PROTECTION__ JOR NO. m OF TALI N.T.S. DETA11_ +� N.T.S. $[1j DETAIN_ _ N i a 291521 SEOUOIA PKWY.,15495 911'92-0015 .�.�.�.� .,,,_,� _—.� ._,_ ��, _,.��.. AS SUBMITTED FOR PERMIT 8-6-93 a 5OF5 1 0 11 AUGUST 30 ,�,,...�......�� r IF THIS DOCUMENT TS LESS I - - I - - PI I Ifill] I 17 1 TPI ITT j � � -_...__'� T --_ _—�--=----'L__ _� I I 7T}T'TIrT-_ TTT,'T -.__-r._�-._,-�'J I LEGIBLE THAN THIS NOTATION, 1� J- IT IS DUE TO THE UALTTY ,..-.� Q OF No.9d �.a•�.. , THE ORIGINAL DOCUMENT. I- IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIII IIIII��! IIiIIIIIIIIIIIIIIIiIIIIIIIIII�IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII VIII 1 Illlulll IIJJ�IUI IIII lll T11)Ill�IIIII►II►IIII IIIIIIIIIILII uuluu ii l i illl�li�iu�lll►IIIIIIIIII LII IIIIIIIItil I t