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Plans (20) S1T2016 - 000 14 l'ilcil � �'_A �� oAz-o 7 4. DIVING BUILDING fl 1 �:r�? 8 %u a,_• 5. 1 P 1 �,��1a. Ilk In _-- 142 c::, ,__ �� miD �� r. 1 1111.. \fill 3 I b, a , �* ,, z �t ���,. - . . 43 0 I t�' �, . � 'AIIIII:IIIIIIIIMI 01=1. 41P IIIMINIMOIMIIMIONNIONIO MONO IMO 1111.1111 ,10 4 .1 0111111IMMIONNIMMINIMM,41MONI NNW flIMMIN 4• 1 dale 411111111101111MINIIMMINIO IMO OMB S 89'51'48" W 456.54' L - 'n I ,-'�/ / T "-- 14. ---'� �s.TALL I PROFESSIONAL r REGISTERED 1 /C N�P " ' / / CHAIN LINK I �'",.- / FENCE0'R-0-Stao LAND SURVEYOR RENEWAL 8/30/17 / C f / GRAVEL I t' GRAVEL 1 !I!\ ,� / RAILROAD OREGON RArLROAa SPIKE rrI oz, NW FACE of POWERPOLE JANUARY 15, 1987 \ tt 40.o' E 'z14Z58• HAROLD P. SALO (gr s ►a.r 2264 = C7 g e ! 1 / PORT• - -.DIED /,/ ;�iii4ii4o.o '113'MI .....A o �.. 3\ C5 ry RaRaP EXPIRES: JUNE 30, 2016 L9 �\ \ N / / � •42.2' fl i fl o — ° m !� \ l , / ci OFFICE cIF SINCE 1952 a IX ° m N N * C W >— I -�/ ,� :�` 8O ASS 17.o'' ,5.0 be '�' "` \j) Ik ANDY PARIS AND ASSOCIATES, INC. w m !'� ' ~``'" — ,/ LO le. PROFESSIONAL LAND SURVEYORS Z §1t — NETLANDS '! +I ABOVE I \/ / \ '- awe. • k t) ru0 03 Fl ASPHALT Q 0 ` "ter / ! l+3 I • TANK i N I _ j Z is:71 to �'� 7I 1 { • • 145 Q--.. 2 1 SANITARY � / _ 1... ' ` •�X' • k 28.5' Riu.l4I. o 7"fr7:: " OFFICE as a GRAVEL 11 S __L / IX,� f wae.caa wu Me ` DECK til • ;: -\_ .a co. I. 130 M rici I /� / o LEGEND: INI / /� ` I� .... GRAVEL / / '60.2' V CHAIN LINK l NFiLAI�IS k/ /. % /48.2 / ,te% FENCE 2 �\ r.. BorIYNVARY \/ / M / `/ / I .P:'•?;!:::: 1k�,,,• \ YY ,r-.. / ]I, !\ /� • o 'i ';` !' rn / / ` • M ��°�/,\43() N. rwiaecnva�enewuc-� g WAREHOUSE �; ,• , .: /' «�dRo�. at �S SANITARY MANHOLE NE7LANDS / _ r:'1I ' 1 O SANITARY CLEANOUT _ 1 /• ` �,1. 1 `U) UTILITY POLE - M �y • / � 60.4'/ ,i1�� �� � 37.2� � Ru p 11 LQO• 1 GRAVEL r ��� T. ,Qt. `�'Q - \�. \ 1 `M; l,' so n.� ►r,• ` ..- !20.01' I •- STREET LIGHT — �� _ \— — �.� _ .�.� ................../... mm _ _ — a� _ �� — — C? to Q f— II'" —r� �' —}— (n I ® AIR CONDITIONING UNIT renames \ \� / S 89.51',14-8"_,W 46y81\ �, , , , 0 � 1 kC5 BOUNDARY e ) 1 -- __ I I :` EM ELECTRIC METER ,.:r. ` 111 tab' re) \ " - �- GRAVEL f I / GRA+na 1 POWER a.� IT \ GM NATURAL GAS METER Z ( A \ 4.3..''''- I k tl / I 1 40 _._ --- I I pQ NATURAL GAS VALVE i1 0:I C3 ° \ \• ~A '� WATER METER SAY ' \ ��0( I I \ x r N I I �„ I-il Z 1 o \ \ \ • ,� \� i. ��t, - , / / D4 WATER VALVE NI isk. 1 . \ -1�,� { / / \ 0 ` �, / \ 6.5 FENCE ® MAILBOX\ \ \ \\--`� ` rRe. \ 1 �, ® BOLLARD 0 \ 1 1 , xk(/\ \ 1 e 1 \ 1 j ` �n �, I -- x — FENCE C3 , „it_ / g4 'F �� ` Ua • I —0H— OVERHEAD ELECTRICAL LINE Lu ELEYA71010 WSW l tip \� / - ` f GRAVEL a w x — G — cc IIEILANDS� \ \ t,a \1 N� r \ 1,,� + R 01 11 NATURAL GAS LINE w p BOUNDARY w �' ?4,,, k I —ss— SANITARY SEWER LINE \� \ �\ GRAVQ ` 5t ItnL9 — 0o ° \ `7 Q W WATER LINE CC NE7LAN0 ` \ N • CA ¢ ' SAMPLE \ \ \ \ Sri \\ ,� ' GAT —/ tc81 N I I a .4,- ��� / PLOT fZ , \ \ �, \ GRAVEL r / CHAIN L 7 I-0 L1 3 H \ MOOk FENCE Z5 \ \ ' sisr. �, 47.8' V81\ \ 1 / k �C? I C 1 ' \ \ \ c V t \ 8.S'TALL f /FENCE / P4 I f eta CHAIN UNx �,. �`� s.‘,„,,,,1\ �+ \ D ` ` SHED I \ \ \ ��� _ / GRAVEL S 1 f �} (ry W , L� sAAIPLE ; 0, - k I Yr 1111 il ir) , o O a PLOT hi �(-'.1 `� t► � \ \ � war .`.r � ci E--1 \ I ° \ ° ' ° oe 4 ° Mj I) tt lt B.B' TALL y c *r "..AD . r, 1 L --,_,,,, CHAIN LINK c» I ' 1 X — ____ -––-- -- .._ _ L RRA., I—i X X X X X 7/ 'dam – �` H _ , ... . _ _ _ _ . . ....... . 1111 _ _ �..�;�. _ �-.... – ��•••••• CATCH 5.06' 4• TALL 4• TALL ss•TALL S 89.51'43" W 489.56' ROFPMCNC me RW/1e41• BARBED-WRE BARBED-MIRE CHAIN LINK j I Aix DROP FENCE FENCE FENCE COSTING BUILDING Sao ., BOUNDARY I O y _ C"rY OP TIGARD • EXISTING REVIEWEDFORGO COMPLIANCE CONDITIONS Approreds >, QTG>< C1cF l' 1a�1Ci} 0 ` Permit#i _...I, ..• 0202. L I I I \ Address: 0 .w. : �, DATE: 08/13/15 Suite#. — DRAWN: NWS I ' Br ewal Dates 44114 ICHECKED: CNH GRAPHIC SCS FILE: A15156.11.COO NORTH 30 o is 30 80 12o __ ,_ - _ OFFICE COPY REVISIONS: EXISTING CONDITIONS - --- --- SCALE r - SO' ( nJ ter ) ....- 1 inch = 30 ft. NOTES 1. FIELD SURVEY COMPLETED ON JUNE 11, 2015. O AAI ENGINEERING INC mei. ALL RIGHTS RESERVED 2 ELEVATIONS ARE ON WASHINGTON COUNTY DATUM FROM COUNTY BENCH MARK NO. Y-672, A BRASS DISK AT NW CORNER OF THESE DRAWINGS ARE TIE:PROPERTY OF AA!ENGINEERING INC.AND ARE BRIDGE OVER 1-5 FREEWAY ON BONITA ROAD 1' EAST OF WEST END OF BRIDGE, ELEV.= 198.837. NOT TO BE USED OR REPRODUCED 04 ANY MAM-R.EXCEPT WITH THE PRIOR 3. THE BOUNDARIES SHOWN ON THIS MAP ARE BASED ON MONUMENTS FOUND AND DATA FROM BOUNDARY MAP FOR INTERSTATE WRITTEN PERMISSION OF AAI NEERPIO ROOFING BY JOHN REPPETO DATED OCTOBER .30, 1995. THIS MAP DOES NOT REPRESENT A SURVEY TO BE RECORDED, BUT WAS ENawG ' DONE FOR SITE/TOPO INFORMATION ONLY. SHEET 4. THIS SURVEY IS MADE FOR THE ORIGINAL PURCHASER OF THE SURVEY ONLY. ANDY PARIS & ASSOCIATES, INC. ASSUMES NO LIABILITY FOR INFORMATION SHOWN HEREON TO ANY OTHER INSTITUTIONS OR SUBSEQUENT PURCHASERS OF THE PROPERTY. 5. SURVEY IS VALID ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR. a THE LOCATION AND OR EXISTENCE OF UTILITY SERVICE LINES AS SHOWN ON THIS MAP ARE BASED ON FIELD OBSERVATION ONLY. CO THERE MAY EXIST ADDITIONAL SERVICE LINES NOT SHOWN ON THIS SURVEY. ■ 7 SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT. 8. THIS SURVEY DOES NOT CONSTITUTE A T17LE SEARCH BY SURVEYOR. THERE MAY EXIST EASEMENTS, CONDITIONS, OR RESTRICTIONS THAT COULD AFFECT THE 7777E OF THIS PROPERTY. NO ATTEMPT HAS BEEN MADE IN THIS SURVEY TO SHOW JOB NUMBER: SUCH MATTERS THAT MAY AFFECT 777711 08/18/2016 -- 6ID PERMIT A15156.11 cpPROiz- £10SANG BUILDING ' a R-o-r 5: 1, a A i I ... 142 __�-- ---- 14 OTC I' r :øPr O / I ��� 0 IV 1111•111111111111111111110 NNW I 444 ROTC !. , 146.18TC --i I / 144.83TC 145.20AC ,• ��� RENEWAL 8/30/17 {' j 144.5OAC `a LEGEND r 1 / 145.25T 1 fl ,a°� 144.75AC 145.85146 TC( ) EXISTING CONTOUR--1 TO 4 FOOT INTERVALS - - -102- - I /'1\ \ / d ,t ' EXISTING CONTOUR--5 FOOT INTERVALS 100 j 1 144.20TC )\144.8OTC 44.6• Q NEW CONTOUR--1 TO 4 FOOT INTERVALS 102 c r \ 1 f 144.70AC X 44.10 C •+ .- (D1 g j 144.3OAC NEW CONTOUR--5 FOOT INTERVALS 100 z /\ \ 1 N 1 1 1� SPOT ELEVATION 100.00 °-I ' i i \ J ,' ` T / ( TOP FACE OF CURB ELEVATION TC a, W ,,, / Nt, 3 ' P 145.82TC ASPHALT ELEVATION AC N f _! X145 \in/ Li' ' & ' 14BOLWARY I� w M1 �xD � 145.25AC -- BOTTOM OF WALL BW ill ', 6 7,7 .- 46.15TC 146. , i GRADE G / "3(1 ' ,-___---� ," i a o 145.65AC T46.00AC �4j" I cb `.--- / .0 % 143.25TW DOOR JAMB DJ M ; `� 142.75B 4 146.34G 111 h 1 �� a°rNw°'uer Y // +`�i j - f / o a o 1 Ac'•'' \A EXISTING (E) WAREHOUSE 147.75TW 45:75G 146.9' / / a 147.25SOIL 146.50 ./" 146.10G •• No- sad �`� r i� cv1 ., 143.75BW IIi_Al CATCH BASIN !,,,,i, i I (\ i4• 147 IN 146.9' • IIEn.wos /� 3 (\ \ / ,, I 146.4' (` �r• ea�uaar / I ) I -1 8.1 , W► 147.70TC ,^� , ---'1(d.38TC 1 \ = - ! - 147.20ACt C.,. i N. r 14 B;AC T li /r,,� 6 40. ..... 77\ , ! ..�..!- --4 - - -- -4\-- -1---,1.\- �( / - �' 146.50G 146.8 I_ C Boum , �` _ ( / r-- 46.75TW (( '� �" " ) 146.25GRAVEL 146.34i.0 .�a , ` GENERAL NOTES 1 S. - - I, / cc I , CB3 z 1 / 143.75BW saa �a1.7 ` '* `�+►���.__ �' I '46.80G 14 Milk 46.• I�_I / \ If 135.25TW �� / ^ s - ---'' ���1 45.52AC 1 I 1 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. THE - , � '� I 135.00BW "D / • . _ 147.05T t ° r \ `� d- / • '6 146.55AC I x I I GEOTECHNICAL INVESTIGATION FOR THIS PROJECT, AND THE PROJECT SPECIFICATIONS. roisl ,� \ �` ; ,. Ftp \ Z„ \` N �\` a� ` i 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED0 ,, T. N. -. ` I I / �'e • CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 0 `� �\ gyp`\ 136.75TW / \ ^' ■1111111 1 ' Illlllliilll • 147.07TC ~ \` \\ �\ �\ 134.258W j p ,: 11!111 148 IIIIIIItII 146.57AC \146.171 3. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON ! Z \ ) 146. 1 C I UTIUTY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0001 h`'� 0 \ e („, ' \\ \\ \ A SI WALL/ '� AP/WOMAN toc YEAR \\ \ \\� D IGN B�1 \ I .-- )46.500 I THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE W .; - FLOOD PLAIN LINE a Ira MO' \� 7 \' A / CENTER. Cr (BY •0 S) :. �'',,s \ ( \ ICB25TC ` NOTES: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS 0W r I ci U'\\\ ,� \ � ��►, 147.165AC lm 1 (503)-323-1987. ) cr' '�\ ?( I y+'. - I 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTIUTIES SUCH Cr Emil 1 )(`' / ry \5 \ st3 .- \ > FFE=147.25 ' AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS ,, \\..., 135..25 ' .' .. .; 1\ I WITH ENGINEER. 4yEmil ,��, ` ` 135.00BW i(- �. \ ted- co ;.. r\ � / 146,171 I I ~ • .? 147.07TC '�\ �"; .. � � r, 146.Q1 1 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF / ,�,Zc�a \ \ ;. \ 1464/AC \ CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED I / / \ C , \ / I INTERVALS. 24-HOUR NOTICE IS REQUIRED. f:4 r/ e \ \ N --\ \ 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC I e ` \ \ M , ; :, • 14:.:OG \ 146.95TC 1 I ' TO OGRA C BOUNDARY AND UTILITY SURVEY •I'llil I I �� j \ r 147,65TC 146.45AC 1 I PREPARED BY ANDY PARIS AND ASSOCIATES, INC. DATED JUNE 11, 2015. I i ,cam w \ \ \ \ :•�. ,:., t \ ' 147.15AC 1 EI-4 �`�'`' \ \ l 146.95TC 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES o o o ��` �' f� �� a _ 146.45AC SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE, A _ TT \ c _ _________ _ �.5, CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. x x x x x x x .... i ��_ _ � ��.. ._ ! .�.. OM. � _ 8. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED 139.50TW 147.75TW ,Qa- , GRADE WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY AND DOW BUILDING ,n,al RUNOFF PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH REMANDS 139.00GRAVEL 147.25GRAVEL BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. 138.50BW 142.20BW 1 . GRADING PLAN _ 1 1 } ( I ' DATE 08/13/15 I DRAWN: NWS 1 CHECKED CNN 1 GRAPHIC SCALE I \ . h. FILE: A15156.11.C10 NORTH 30 a 15 SO eo 120 GRADING PLAN - REVISIONS: ) --" SCALE ! - 30' ;e�y ---. 1 inch = 30 ft - - ® AM ENGNEERIIG INC. 2010.AU. RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF AM ENGSEERING INC.AND ARE NOT TO SE USED OR REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR UTILITY STRUCTURE INFO WRITTEN PERUISSION OF AN ENGINEERING INC. CB1 CB3 SHEET RIM=146.00 RIM=145.45 CB2 CB4 RIM=146.05 RIM=144.20Cl II 0 JOB NUMBER: A15156.11 08/18/2016 -- BID/PERMIT LEGEND PROPOSED EXISTING p PRD 1 I 1 � SANITARY SEWER LINE _SS- � �NGtN�F. `fir,. pasnNcewcoiNc V/ L-o+5a1• STORM SEWER LINE C 5' 1// ii1 A _ ' a MO' ( FIRE WATER LINE I DOMESTIC WATER LINE W // 3 OVERHEAD ELECTRIC LINE OH f,A t.) - .- .,,..-„_ ,.� .. ..._._ - - ... .... . ... ... - �_ ... ... �_� .� .� _- _ NATURAL GAS LINE G � TJ fl��r--------------- X ( INVERT ELEVATION IE=100.00 C !r' /I 1 .."I. RENEWAL 6/30/17 '- - �- e Me EXISTING (E) Szaa �` C64 (-/ DOWN SPOUT •DS II ,' \ ` # CLEAN OUT CO r r x x CD CATCH BASIN 0 ^ E ` _ C • , re w i0 ii jr e G W I \ r eaaEfr , " - / _ BUMOARYN/`` S.A., / x Z 2 7 BOUNDARY .-. , / • ZO `\ � 4o I �,, / x L ■ .. ,-------. - i �- i r� / ,' f /ovr I NETLANDS BOUNDARY �`�/ o 0 0 , �I o -�' GENERAL NOTES E�/ I i II !a "'� WAREHOUSE I eI ' _. s 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF e 147 I 3 THE UNIFORM PLUMBING CODE, INTERNATIONAL BUILDING CODE, AND THE INTERNATIONAL _ L 11111 _ �I ' FIRE CODE. WORK SHALL ALSO CONFORM TO THE STANDARDS OF THE JURISDICTION 4 B ( AND TO THE PROJECT SPECIFICATIONS. i -�. ` r I d1- IE=140.40 t ■I • 110001: MOM IIMMINIMMINIMMIMIM { ` cn 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED BOUNDARY *. Avb, L IE137.10 ' ' - ` ��'' .� CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALLC.5 _ Z----1 , iii TIMES. flIPMO r MIKA * . - _ _ _ 3. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON H '" 1 1 $ UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0001 ° - '" •. c ! cri3 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CAWNG THE kir , c_ N CENTER. O 4 \ \`� i7II ,�� 11111111111111011111 NOTES: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS ‘\ re IL A (503)-323-1987. O ' ` • • ::' IIID IIIII�III I �` �� -, ��\ 0 ; ; .�' ill IIII�IIt 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH Z (.4 0 \I e �� �\ , AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS\� �� I 't••.' -�- --� IE=142.17 c cNn 1111 WITH ENGINEER. W ` 152.4LF 8" 0 5.0% = x LI LI IIEns \\ ` , © CB2 . 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF W (� Bo,,,,lo,,,RY WQ SWALE . ..• 1 I \\ (*DII CONSTRUCTIONPROGRESSTOFACILITATESITEOBSERVATIONSATREQUIREDINTERVALS.100.OLF 0 0.5% cr , �.� %';• d .,:h 24-HOUR NOTICE IS REQUIRED. Ci FFE=147.25 dC - - A.Ai ` '•• �, I I 6. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, Q < �`� 4• ., j. _ ( 1 FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. \ , Y .. • ` illi ( H Ei) DISCHARGE=132.50 \` • , . ' h1 7. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH UPC CHAPTER SEVEN, OUTFALL 1 .4-.. ,. SECTION 707 AND SECTION 719. NOT ALL REQUIRED CLEAN OUTS ARE SHOWN. 1 ,�c) EE=133.00 ' �, i • 8. Zg,ITRGEDCOBNYDITAIXPIVITACht TOPOGRAPHICBOUNDARY AND UTILITYSURVEY P4I1 e •::, L 3 ASSOCIATES, ENC. DATED JUNE 11, 2015. C3 t r ` �; ; EE=144.75 o I 1 9. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. NOTIFY _\ 11.. 4, ' 1 j ENGINEER OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. POINTS OF Eat.14 e *e e e c3 ec3 0 e ) Iii 1 • + I CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILLZ "---- CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOLING PRIOR TO x x x x x x x '"� _ CB1 - H }."'� _ _ __ - +„" .�� _,,, _ _ , - __ .." "". --_ �.,,,-,� �...•...`� -rs� CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE POTHOLUNG SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT iia TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS COSMIC BUILDING , APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT SCHEDULE. IIL'7LAAD5 ea�Y \•Ci 10. STORM DRAIN FITTINGS ARE TO BE ECCENTRIC. 11. SITE RUNOFF HAS BEEN QUANTIFIED USING RATIONAL METHOD ANALYSIS. PIPE SIZING IS BASED ON MANNING'S FORMULA WITH N=0.013. IF THE CONTRACTOR UTILITY PLAN DESIRES TO SUBSTITUTE MATERIAL WITH A DIFFERENT N-VALUE, REVISION OF CALCULATIONS WILL BE NECESSARY. THE CONTRACTOR MAY CONTACT THE ENGINEER FOR THE REVISIONS. '1 12. PROVIDE DRAINAGE FROM WATER METER AND CHECK VALVE VAULTS AS REQUIRED DATE: 08/13/15 1:11 BY THE JURISDICTION. DRAWN: NWS 13. DOMESTIC WATER LINES AND ACCESSORIES BETWEEN THE WATER METER AND THE CHECKED: CNH GRAPHIC SGS $ BUILDING SHALL BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY A LICENSED t PLUMBING CONTRACTOR. FILE: A15156.11.C20 NORTH 30 0 15 30 SD '20 14. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS REVISIONS:UTILITY PLAN - APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE UPC _„ SCALE 1• ., 30'1 ( IN FEET ) 15. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE ___ I. inch = 30 ft. USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED __ FITTINGS OF EQUIVALENT SWEEP. © AAI ENGINEERING NIC. 16. PROVIDE 4" PERFORATED FOUNDATION DRAIN WITH SILT PROTECTION SOCK. PROVIDE 201$. ALL RIGHTS RESERVED UTILITY STRUCTURE INFO PIPE INFO WATER NOTES SANITARY NOTES BACKFLOW DEVICES AT CONNECTION TO STORM SYSTEM THESEDRAWINGS , THE PROPERTY OF AAI ENGINEERING MIC. AND ARE 17. CONTRACTOR TO LOCATE AND CONNECT TO EXISTING SANITARY SEWER THAT SERVES ANYMANNER,MAI R EXCEPT WITH PRIOR WRITTEN CB1 CB3 WRITTEN PERMISSION OF AM I 63.5LF 8"PVC 01.0% A l CONNECT TO EXISTING WATER METER. VERIFY ® CONNECT TO EXISTING SANITARL LATERAL EXISTING BUILDING. ENGINEERING INC. RIM=146.00 RIM=145.45 SIZE AND INFORM MEP AND CIVIL ENGINEER IE=138.30 MIN (VERIFY) IE=143.00 IE=142.95 © 18.6LF 8PVC 06.1 SHEET 83.1LF 6"PVC 01.0% 35.OLF 6"PVC 04.1% 165.41 LF 10"PVC 02.0% © 1 1/2" DOMESTIC WATER LINE © 4" PVC SAN 02.0% CB2 CB4 D` 125.7LF 1O"PVC 03.3% © 1 1/2" DOMESTIC WATER STUB © 4" SAN STUB RIM=146.05 RIM=144.20 IE=143.55 IE=141.70C2 IE=140.50 0 35.OLF 6"PVC 03.9% 129.7LF 8"PVC 01.0% ■ JOB NUMBER: A15156.11 08/18/2016 - BID/PERMIT « . x � ANG I NE . 00 6 5'-0" MIN. w C it?.z .,, ci -=-- ——_= X" ASPHALT PAVEMENT r�p = ------ , —2 % .j..r %,..1•4.1,41-...r,,?...r,•7.11.7,10.5-:-...-.41.1 ittette .,,�r,0,:1— •4*-g- �g-14 X" CRUSHED AGGREGATE BASE i�G N I'Q�� IIIIMIMPI: - 'e. r;. e. a Matte ��.. �. �, alAM.A.SS*;',/,',"%�'°D4 bO�. �°,,°:,+°. °0° • �°0°e.. '°e '!t�"�`!���/.;tib/• SEE NOTE 5 \\ \ \ \ \ ��ru a/�o/�� /�,!�ii�i�!t������.�,�_ ° �f�D�i�/�/ \I\/\/\/\ COMPACTED SUBGRADE SIDEWALK -- SEE • %AAi�i,�i/?/,�W''4ia'4°*"./��jt�`i/`i/���it�l�i ilk`i/`* A\ A\ A\ A\ A\ !/!!/ SITE PLAN . VERTICAL BASEROCK PER DETAIL.CURB 3" OF 1"-O" BASEROCK ASPHALT SECTION W ` W ' W W W * W W ..- `•' p E W . • W O� y Z '- 8 COMPACTED SUBGRADE W i., 0,:44..-.. , 4, ,ry . *ri - o To 41• .+:•+.. tom. W W W F. N g W 5' O" MIN ROW :••:::• :::::: S W W . . W : W LOP .- �• E W W W' W f W m Y 6 6 1 ^•+�`{ W W Z N CONCRETE W/ LIGHT BROOM FINISH �- 6" SEE 'f C7 M 1/2" RADIUS TYP. --2 % 6' Z T d' + • : TRUNCATED DOMES L 18 a , + X" CONCRETE PAVEMENT €M NISH GRADE BACK OF CURB �'1 `1 oD .ca°�o:4'1:�•• Q•o;,o Qa Q o$e a;o• ff• MEM AS SHOWN BELOW 5 '61 N SEE NOTE 5 - #j/``j/```%`jj``jj`j/``j/`j j`j/`j j/`j/`i/� h :, .•...-`,iiiiiilli.l*set.•s �r,.,�. X" CRUSHED AGGREGATE BASE ,s :: .. • :° . VERTICAL CURB w j��/t��j��j\.-�.**".•iti. x x " \ \ \ \ \ _ _ PER DETAIL. 3 OF 1"-0" BASE ROCK \/ // // /\ COMPACTED SUBGRADE _.,. • :41 +. (( COMPACTED SUBGRADE * i * * L.6_,6.".. 35" MMAX. ;;- • .SIE �+ v v v v �� • •• CONCRETE SECTION © O © @ 0 0 0°9 o: 000°. • •:• • , 4 1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1-1/2" TO 3". © © © O C 2• r °�o°°°9 bo 0°000 .;' • •'f « I = ; is 0- . • +- • • •• : PAVING -- SEE PLANS 2. PANELS SHALL BE 5 FEET LONG. 0.2 0 © © © C $• , • ° 0 0 0 :�+ 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, © O O © C CRUSHED ROCK WHEELCHAIR RAMPS. AND AT SPACING NOT TO EXCEED 45 FEET. (..5 °�oO• Qm�•ooQo°°°q�O°0 2" CRUSHED ROCK « =I I I I II IiI I=-. -UNDISTURBED NATIVE SUBGRADE 4. THE JOINT BETWEENFOR SIDEWALKS ATHEM SHALLNT TO E BE A TROWELED CURB AND POURED OINT WITH SAME M MINIMUM 1/AS 2" E RADIUS. RAMP WIDTH VAR. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR SEE PLAN rT , IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM !'""� 9" THICKNESS OF 4 INCHES. TRUNCATED DOME RAMP TEXTURE PATTERN0 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIA. PVC DETAIL DETAIL NOTE: EXPANSION JOINTS 0 15' O.C. MAX. PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE0 . .{ O 1 VERTICAL CONCRETE CURB 2 -- PRIVATE CONCRETE SIDEWALK 3 P.C.C./ASPHALT CONCRETE SECTION 4 TRUNCATED DOME DETAIL - O W C3.0 NOT TO SCALE 02525-01 C3.0 NOT TO SCALE 02525-14 C3.0 NOT TO SCALE 02525-15 C3.0 NOT TO SCALE 02550-06 E-4 0- cc‘0 Q 0 H 1--- V1 P4 ...T-1 12' r• x 3 PLANTER AREA / 1 Z r) LO4 .....°\,.... IMMill o / J HANDICAP PARKING SIGNS - TYP, , ' co d 6" RESERVED \- SIDEWALK CURB , 3' PARKING ` BACKGROUND 5 1/2" NO�HANDICAP BLUE �\ A � SIDEe. io VIEW INSTALL WITH 12" GROUND .-� SPIKES (AC INSTALLATION) SITE DETAILS co 18' DATE: 08/13/15 4" WIDE WHITE 1 L l C (STROKE WIDTH) _ 72" DRAWN: NWS ido PARKING STRIPES CHECKED: CN H 8" PAINTED WHITE - TYP. FILE A15156,11.C30 6" CURB REVISIONS: 60' O ___ HANDICAP PARKING -_-_-_ 00 \\- EMBLEM - TYP. PAVEMENT MARKING BACKGROUND: OPTIONAL: BLUE, RETRO—ELECTIVE ___ 0 SIGN - BACKGROUND: WHITE, RETRO—FLECTIVE SHEETING PAVEMENT PAVEMENT MARKING STENCIL: RETRO-FLECTIVE SHEETING © z eE INTN 'SERVED L'\, ,,digilllill * I') SIGN LEGEND: GREEN, RETRO--ELECTIVE THESE DRAWINGS ARE THE n OF AAI ENGINEERING IND.AND ARE NOT TO BE USED OR REPROOUOED IN THE PRIOR , .Z] SYMBOL: WHITE ON BLUE BACKGROUND, RETRO—ELECTIVE " MANNER,NY "EPT"�`" Islo� LEGEND DDIMENSIONSB(INCHES) C 8 PRECAST CONCRETE WHEEL STOP SIGN: STANDARD FEDERAL R7-8 WITHOUT ARROW FROM THE OF AAI SHEET - STANDARDS HIGHWAY AND MARKINGS HANDBOOK MINIMUM 28 24 3 C3.0 NOT TO SCALE 02580-06 _ PARKING STALL - 9' MIN. LOADING AREA - 6' MIN. PARKING STALL - 9' MIN. VERIFY W/ PLANS SEE PLANS - VERIFY W/ PLANS THE ACCESSIBLE PERSON PARKING SIGN IS USED TO DESIGNATE A THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMIT AS STATED. PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. C3 . 0 CC35- DOUBLE LOADED HANDICAP PARKING STALL S HANDICAP "RESERVED PARKING" SIGN r+7 HANDICAP PARKING EMBLEM .0 NOT TO SCALE 02580-03 C3.0 NOT TO SCALE 02580-12 C3.0 NOT TO SCALE 02580-14 JOB NUMBER: A15156.11 08/18/2016 -- BID/PERMIT i� p PROFer, � oGINce, /.4 L,. 5' '1 46i� 4007 VI% 1' 1'"/ Cr, /G NP RENEWAL 6/30/17 WITHIN STREET/PAVING LANDSCAPE AREA ONLY 2'-10" DIA. CLEANOUT HUB * (AT THE CONTRACTORS DISCRETION) CATCHBASIN MAY BE CONSTRUCTED SUCH THAT THE 1'-0" 10" 1'-0" CONVEYANCE PIPE DIRECTLY EXITS THE CATCHBASIN CD %,,,, E • CONCRETE -Fb=3500 PSI COUPUNG (* SEE ALT DESIGN NOTE) RESURFACING TO MATCH EXISTING PAVING 8 A I N ON PLANS. SAWCUT SECTION. SAW CUT AT LOCATION OF JOINT � Z �r FINISH GRADE EXIST. A.C. -01111111111111111 METAL GRATE--RATED FOR H2O. EXISTING .e W •�* -*** " SECTION RESURFACINGi '..--.f •-`" t n `.--.' Ii III= ° •° • • __ III=III 4 DIA CLEANOUT OUTLET (MATCH CONVEYANCE PIPIE DIAMETER) 6 ,A• W m 1 W-III ° ° II °°°op�° MSN /. 111-11I-��I �Ir en z � • • (T §a =III= 0 ° ° 0 i III-`"III I I o0 a°o°1//47- 11 APPROVED (I•� N KI 1_� i Fl ° ° 0 ° III= ire, 1 1/2 -o CRUSHEDI_ .//. (COMPACTED) vZ - o 0 0 0 0 o I) " a a NATIVE BACKFILL >� IIIW ' I AGGREGATE BACKFILL °°° �' W 0 a e 0 . 0 s e I�' 3/4"-0 CRUSHED ROCK - ate-. c° COMPACTED TO 95% °° o // o 0 COMPACT TO 95% OF AASHTO c III a ° a / W 3 N ° °• ° a " •° .° • T-180 STANDARDS z OR BETTER (ASTM ° °a,/ o ♦d°°°•tee d.....0....-8. ..a...... .3.0.0: a•Ooa•�o°a•&,,eo• . ` D698) I I III o 0 oa a // )I I 1 I I 'o ffi:::N::::: O34 �` _,;::0CF :: p00000Sa ° -- • -- - ,1 _� o N PIPE SIZE , 000 '"o �` REQUIREMENTS URISDICTION W/ °p• • .•• •. ° • OR EQUAL - SEE PLANS FOR SIZE i �``�_ BAFFLE • " ' ° a ° IE AS CALLED i� i° ° ° ° aa III=III PRIOR TO START OF IF FLOW OUT ON PLAN 2'-0" ROUND OR SQUARE SHEET PIPE ZONE ° °° **". "."111=11' CONSTRUCTION PIPE BEDDING - 3/4" - 0" METAL CATCH BASIN -- DEPTH AS �� °°a° ° • e o o• ° °• ° o• ° o• ° o ° o °• ° ° REQUIRED. COAT WITH ASPHALT BEDDING �N �'" •t ° •� ° •I ° •r ° •t ° `� ° •r ° •t ° •� °t` ° •I °`�' '' EMULSION INSIDE AND OUT. AS o ; ° aalli---EIII -- ..a o••.c. a•.•o a•.,o a•..a °•,,° o•.,e o•.•e a•.,e a° a•,,• o,;a ° MFG. BY LYNCH CO. OR EQUAL ,,t ii, C*,5 PAN WALL TO BE 1/4". 1=-111 =-111=-111- 3 III-III-III "- IE USE D.I. PIPE UNTIL 18 MINIMUM ' ' D PPE ZONE MATERIAL STABILIZE SUB-GRADE AS NECESSARY Z COVER. PER GEOENGINEER RECOMMENDATIONS. 1-1 1 TYPICAL CLEANOUT SECTION 2 CATCH BASIN SECTION 3 TRENCH BACKFILL DETAIL 0 C3.1 NOT TO SCALE 02605-01 C3.1 NOT TO SCALE 02722-03 C3.1 NOT TO SCALE 02725-04 `"•"' 1::::4 Z 0 W E CC CI O Ll 8 ►• ...0-1 v. cc CONSTRUCTION e a w< 0 N mci 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended Eli I- a o ¢ V)p topsoil. Topsoil amendments shall be garden compost, not conventional fertilizer 0.5x"D" MIN. "La" N 0 �->, �••/� "Lou = 4.5x"D" MIN. O <t * amendments. V►1 +nn ,4�c�d 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout theI:4 S.`t- X- `t-KA./ FA.Y- `r-,. Y-.`x-,; Y-t;: �., 'Ay-..T; r-�;:�.• `1TA.`z ► 1 1 1 �!�,C' ¢ •� z N swale cross section, fabric shall be held in place in accordance with the manufacturer's l:., :.dt:.i:..d:.IVIVIVIV�IIPAsi :.•A9VI:.. r t 1 1 1 Y41-3=-T, z 0 to w .Y-�X-.Y•;.Y-.Y�,.Y- Y#;.Y-T;.Y- Y-.r-�;.Y-ire;... r-�;.Y LAIlli = O!c� 8 installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. ��:-rX-'•Y-'•7-••7-'•r-••Y•.'•Y-'•r-••Y-ifetto':`-;atiat, tit: . , , v t T 1 1 u�:tty}► a. Treatment area-high-density jute matting(Geojute Plus or other approved equal) Eilel `X r-.+Y- --f-;!r-g+Y-;!Y !x-!`�-�!�- `xrTgr g -' --,+Y . . . 1 1 / AAA%j p * x 3 6 b. All other areas - low-density jute matting(Econojute or other approved equal) Z rii IX iiiiY •1 1,i:' •Y i11%., Y�•`t�•Y,•Y�•Y iiY 741,,1'i�Y. 2 ►ar�+I.1, <re c� 3. 2.5-3 inches of 2"- " river run rock shall be placed over the matting evenly throughout the *Ab- I +/-ft i �. f. i `m.T+ cz �l���� m o�`'.- lengthand width of the swale. ,9-- i--- im X.•`r •.. r,41,r-•Y-.••,...r-••r-••r-'•rort..•Y-•4,%e, L .!z.ez.e.,ez�zilv:IPPI%�PPOositz�.Aailt * o •fir ,rr �� p z {N) o 6 ce 4. Plant materials shall be placed in accordance with the plan and plant table as shown on 5,. A.. C�.. .. tS �:,. S,, [�. [`„ ��,. �L �., �. YL. ti �L, eF I C3 z ♦ . . . . .. • . • • • • • • • • cr Q "111 �+ F-N +.�1� ►�:.�w�l�l�:�l�i.fl�����.i����. w O w vi U a approved plans. ,.. •Y-'•-'•:'-'•Z'-'•Z•-'•Z'-'•Y_•,r-'•fara'r-'•i-'.I•-'•`j'..•.`r- A (n .°,� Q PP i:� �� Ts � s s �.i `.i � s � `� s � � �- Y J U � M "substantially tt •�1�����:.��0.- ..���:�l�iezipOr red (n p la 5. The water quality swale treatment area plantings can be deemed complete r!t-'•Y-'•i-'•i-'•1^-'•te,*. '•Y-••Y-••ird'Air •-r-'•ldtai'�.••fe4- I * 0< t'-+ (�.- C'Lr �5,,. c1,. ri,, cS.. �. TLr �. �.. CS.. TS.. A.'rS.. �'L.• [�. ���,1����!l���I•�1,;,�,:��I��,:�,:���;,� ,± y�� z once active green growth has occurred to an average growth of 3" and plant density is an '- - �'- �'� `Z- i. j`� •;L'-4. Yi `2`- Z'-._.1.. �'- �'-T ,�'- -�". �.,•�: J s- .J tTj Q.J :.1.;:��h�������;;I;:,i.����`�'`/f�� l�,l.;:.1 r. d average of approx. 6 plants (minimum 1-inch plugs or equivalent)per square foot. � � �� CIVIL DETAILS 'r W viz w tX w 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth CLASS 50 RIP RAP -. „� w 0 0 ,_,», A W 11-W and density matches the engineer's design as shown on the approved plans and all other �,, ffi ill '`� ¢ w o w requirements have been met. The engineer must certify the facility to be functional, in "D" (DIAMETER) = PIPE DIAMETER c3 O z � • M O G °• z 3 .: z 8 m ,�{ I z Q n �, �•, accordance with the approved plan design to begin the two-year maintenance period. DATE: 08/13/15 APPROVED La (LENGHT OF APRON) = DISTANCE SHALL BE OF SUFFICIENT ;, p CO BLDG. FOOTING Y NATIVE BACKFILL LENGHT TO DISSIPATE ENERGY v o a iv �` �' N w z 1,i �' N DRAWN: NWS (COMPACTED) z z�''_ <t ''�l�I �c w �' g SEE STRUCT. PLANS `;~ w = - 3 T . ; -6 p 1.15 m o S w % o t' MATIv TENANCE •• APRON SHALL 8E SET AT ZERO GRADE AND ALIGNED STRAIGHT �-a 1- N ��;� OLI-. I v 1. The permittee is responsible for the maintenance of this facility far a minimum of two ears CHECKED: CNH FOR DIMENSIONS :{: : ' " z o FILTER MATERIAL SHALL BE FILTER FABRIC OR 6 THICK MIN. GRADED GRAVEL LAYER r. z ctr M isr P P tY Y AND REINFORCING. x r. a` t•- N m k' ':: •�.:.' z v_,o -07 _ cr I O ;� following construction and acceptance of this facility per Chapter 2. FILE: A15156.11.C31 FILTER FABRIC PLAN O a *; " •c 2. Irrigation is to be provided per separate irrigation plan as approved. 4" DIA. PERFORATED PIPE z z 1� FEN o �t AI 2 m M REVISIONS: •- Note: needs are to be met usinga temporary system with a timer durin . ._ . .--,ice =a ;�* ��,� � < Irrigation irrigationg .-.-.- -... C.)f- us 43. m3 »_ __.. 'Y= t� w the dry season. Systems should be winterized during the wet season to assure longevity and . ;�, .._, 2 OVERFLOW Q p :�,gy4p p 2 u ctia-a a �,� guard against damage from freezing temperatures. Water source shall be as shown on the ---- r!,, % ., ELEVATION • , ` ad o: d s>eg ...a,r.r ►�l�l�i�•+1�.:- l { d = a. 0c, Iu -,� approved plans. "_'- zv> ,:is s s w..'. •F�'•-'•Y-'•:-'•Y-'•:'-'•�'-'•'.V.A'•-'•�'-'•ez'•r: •st ii ` m 0 < Q z ul 0 to • L.L : ' DRAIN ROCK - `Y-�!Y-�!�-�!r-s!Y-�!Y- -!�- --s!�!Y- �-s!�-s• z W ''�-.i. �'"a .,?'�;,r" w<c z o z cn x 0 a cn 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice RECEIVING ""' .� `► 7�' LULU O ri <c r-. AAI ENGINEERING INC. Is 1 v f;;f�l,:�f;,i;;i�i l�e�i;;� .l;.•�' S cn ~� ,„, .0e ca w " F •�c, annually S(Spring and Fall . The landsca in shall be evaluated and replanted as necessary CJ ° _ ..�.Y,, ELEVATION iv14 w 4 w O w Es --, i w • Y ( P g ) landscaping PY zo•. �+u. RIGHTS RESERVED - F • 1' _1 °- '' to ensure a minimum of xo%survival rate of the required vegetation and 9Q%aerialTHESE ,,,NGS,, TIE,,,tet„ Z < 0 w Q 6 m ff 8 w 3°' coverage. Non-native, invasive plant species shall be removed when occupying more than ,a o � I R''a o,� ��i�O�������AAAA f��V flet. FILTER MATERIAL Q. �� d z x '00286 o ANY aANNER•EXCEPT WITH> 4141 oR o�.. 24% of the site. WRITTEN PERMISSION OF AM t�t`��� .••• X 1- no, Q W a i tiENGINEERING INO. �f/♦� fi" (THICKNESS) = 1.5xMAX. ROCK DIAMETER - 6" MIN. _� -�-- w X $ 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth SHEET SECTION caw ¢ o occurs within the two-year maintenance period. Lau)to z„- oiKi 4ui WATER QUALITY TY . SHALE WATER QUALITY SWAGE 4 FOUNDATION DRAIN 5 RIP RAR OUTFALL C eant�" abcr elr�►i�es CONSTRUCTION & MAINTENANCE NOTES C eon" Iter Semces C3 . 1 C3.1 NOT TO SCALE 02725-06 C3.1 NOT TO SCALE 02724-13 DRAWING NO. 700 REwsED 12-as Our commitment Is ekes. DETAIL N0. 710 REVISED 12-as Our coa ni t Is elm. JOB NUMBER: -- BID PERMIT A15156.11 08/18/2016 1 PRO/? 7EROSION AND SEDIMENT CONTROL PLANS ,OD ANGtNffp ,� , ' S• 1 ��il r 7/4/rAii. . /.// II 9% N r,,Pt�Q� OR- 17 1-5 INTERSTATE ROOFING TIGARDRENEWAL 5/30/17 x \ r ,� OFiEGON THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS ESCP OR-99W t AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT STANDARD EROSION AND SEDIMENT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. k INTERSTATE ROOFING OWNER = o SW McDONALD ST CONTACT: SHELLEY METZLER CONTROL PLAN DRAWING NOTES: _ BMP a- � Z � w KRUSE WAY 15065 SW 74th AVENUE MATRIX FOR CONSTRUCTION PHASES o 7°m TIGARD, OR 97224 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE „ r PH: 503-684-5611 CONTROL MEASURES OR PRACTICES DESCRIBED IN THE SSCP IS A VIOLATION OF THE PERMIT. REFER TO DEO (MANCE MANUAL FOR A COMPREHENSIVE UST OF R W h 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MIMUM REQUIREMENTS FOR ANTICIPATED SITE W SW BONITA RD CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO AVAILABLE BMP'S. Z 8 AAI ENGINEERING CIVL ENGINEER COMPLY WITH ALL APPLICABLE LOCAL STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL - 4 w REGULATIONS. t0 0 o w ¢ CONTACT: CRAIG HARRIS 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS MASS unuTY STREET FINAL WET WEATHER Z 0'' > > o 40"ct4875 SW GRIFFITH DRIVE, SUITE 300 ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. CLEARING GRADING INSTALLATION CONSTRUCTION STABIUZATION _(OCT, 1 - MAY 3151) W o m m Q z BEAVERTON. OREGON 97005 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED EROSION PREVENTION F- ^ Q� PH: 503-620-3030 INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. PRESERVE NATURAL VEGETATION SITE J C'� �� 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND GROUND COVER X x E = N F�� VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION HYDRAULIC APPLICATIONS a C/1 N (e, ANDY PARIS & ASSOCIATES, INC. PLASTIC SHEETING X X X X X SURVEYOR AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE MATTING x x SW DURHAM RD 00� AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. DUST CONTROL X X X X x x 0 CONTACT: HAROLD SALO 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE TEMPORARY/PERMANENT SEEDING x x x x x �Q- 16057 BOONES FERY ROAD OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE BUFFER CONTROL �O'� LAKE OSWEGO, OREGON 97035 TYPE OF VEGETATIVE SEED MIX USED. OTHER ' PH: 503-636-3341 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE SEDIMENT CONTROL IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, SEDIMENT FENCE (PERIMETER) ' •• x x x x x x TUALATIN RIVER REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION SEDIMENT FENCE (INTERIOR) x x x x x ....-----miA/in NARRAENE DESCRIPTIONS OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS STRAW WATTLES F AND APPROPRIATE NON-STORMWAl10t POLLUTION CONTROLS. 8. FILTER BERM ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE INLET PROTECTION ** X X X X X X EXISTING SITE CONDITIONS BEGINNING CONCRETE WORK DEWATERING 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABIUZATION MEASURES IMMEDIATELY ON ALL SENT TRAP * OFFICE BUILDING WITH EQUIPMENT/MATERIAL STORAGE FOR ROOFING COMPANY AND A CIATED DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL RUN OFF CONTRA GRAVEL PARKING AND DRIVE AISLES. REAR YARD SLOPES TO FANNO CREEK. ROADWAYS. CONSTRUCTION ENTRANCE ** X X X X X x Cas 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. PIPE SLOPE DRAIN E"'i DEVELOPED CONDITIONS 11, PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: OUTLET PROTECTION T �+ GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, SURFACE ROUGHINING �L•I VIV I N IT Y MAP OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING CHECK DAMS Q * NEW OFFICE BUILDING WITH PAVED PARKING AND DRIVE AISLES AND PEDESTRIAN ACCESS. ACTIVITIES. OTHER NTS 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN POLLUTION REDUCTION NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE LOADS ON SITE, PROPER SIGNAGE x x x x x x0 HAZ MAT MANAGEMENT X X X X X X Z 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; SPILL KIT ON-SITE X x X x x x * MASS GRADING 5/16 - 6/16 VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND CONCRETE WASHOUT AREA c4 O x x x x x x � ,, 9 ! * UTILITY INSTALLATION 5/16 - 7/16 MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACMES. THESE POLLUTANTS INCLUDE FUO., OTHER W 11 * ERECT STRUCTURES 6/16 - 2/17 HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, Ali LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. WIX -�■ * STREET CONSTRUCTION 1/17 - 2/17 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE ar - • * FINAL STABILIZATION 2/17 PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. H SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, CS . Il i TOTAL SITE AREA = 3.59 ACRES MATERIAL ,Cr � DELNERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGEAREAS FORWASTE AND SUPPLIES. RATIONALE STATEMENT o II TOTAL DISTURBED AREA = Ni.29 ACRES 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID H WIND-BLOWN SOIL I'" 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW A COMPREHENSIVE LIST OF AVAILABLE OCTBF_ST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's i ' i SITE SOIL CLASSIFICATION: GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. MANUFACTURERS RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. I EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT IN 14 - CLAY - 2% 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ONr=4 , , , 37A- QUATAMA LOAM, O TO 39G SLOPES - 259L FILTRATION, ETC. FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYE), SUBMIT AN SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONLMIONS TOPOGRAPHLG CONSTRAINTS, ACCESSIBILITY TO cn d • 'd ■ 37C- QUATAMA LOAM, 7 TO i Z SLOPES - i l ) THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE ISA NEED TO • • %/// N 37 - QUATAM SILTY CLAY LOAM OP OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. .O '�" LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A E14 �,_ ` COVE CLAY AND WAPATO SILTY CLAY LOAM ARE POORLY DRAINED SOILS. QUATAMA LOAM IS SAMPLING PLAN AND FREQUENCY} BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN INITIAL �. a1 APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT 1 MODERATELY WELL DRAINED. SYSTEM ACCORDING TO MANUFAC`TURER'S SPECIFICATIONS. ;'k ■'• '_- '- - 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER 1 •1 Q! x ���Einw■i 'nBMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE s �� RECEMNG WATERS SYSTEMS LEADING TO SURFACE WATERS. SHEET INDEX Al '�����■■ 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND e '.� -171° I FANNO CREEL( DURING WET WEATHER OCTOBER 01-MAY 31. ,� Vis: 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE EROSION AND SEDIMENT CONTROL PLANS m. , . 1 _n: 1r GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEQIMENT BEFORE R REACHES 11N0 EROSION AND * . o PERMITTEES SITE INSPECTOR: CRAIG HARRIS P.E. INCHES DEPTH ABOVE GROUND HEIGHT, AND BEFORE BMP REMOVAL SEDIMENT 4E4E 'e COMPANY AGENCY: AAI ENGINEERING INC. 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FlFlY PERCENT. a CONTROL TITLE :; I + SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY PHONE: 503-620-3030 WAS BEEN REDUCED BY FlFlY PERCENT AND AT COMPLELTON OF PROJECT. SHEET * ta i ; FAX: 503-620-5539 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE LLI S �, ",., i E-MAIL: cmighOoaieng.com REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO CD DESCRIPTION OF EXPERIENCE: 23 YEARS OF OF INSPECTING PROJECTS PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM W DATE: 08/13/15 CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DMSION OF STALE DURING ALL PHASES OF CONSTRUCTION. RESIDENTIAL COMMERCIAL AND LANDS REQUIRED TIMEFRAME J DRAWN: N WS PUBLIC WORKS PROJECTS. 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT W SHEET INIDEX OCCUR, VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP CC CHECKED: CNN o - RELEASED SEDIMENTS. - 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. IX) NOT REMOVE FILE:Al 5156.11.ESC10 TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTAIED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL - REVISIONS: NORTH - - INSPECTION FR�UENCY= MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO comWASTE, NC WITH LOCAL `� --- REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING ��� CIVIL --- SEDIMENT RETAINED BY TEMPORARY BMPS. • ESC1.0 EROSION AND SEDIMENT CONTROL ME SHEET 0 SITE MAP SITE CONDITION MINIMUM FREQUENCY 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NOT LATER THAN • ESC2.0 CLEARING, EROSION AND SEDIMENT CONTROL PLAN --- SEPTEMBER 1; THE TYPE AND PERCENTAGE OF SEED IN THE MIX MUST BE IDENTIFIED ON THE • ESC2.1 UTILITY, PAVING AND FINAL STABIUZATION PLAN NTS PLANS. • ESC3.0 EROSION AND SEDIMENT CONTROL DETAILS - 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, AAI ENQINEERINNa INC. FROM SNOWMELT, IS OCCURRING. PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP LE (FILTER BAG). Q sa1a, Au RIOHTs RESERVED 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. THESE DRAWINGS ARE THE PROPERTY 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL NPRARE NOT T TO eE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR IN ANTICIPATION OF SITE INACCESSIBILITY. MEASURES ARE IN WORKING ORDER. ANY NECESSARY WRITTEN PERMISSION of AAAI PROJECT LOCATION: PROPERTY DESCRIPTION: MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO ON-SITE DATA TOTAL SITE: 156,380sF ENGINEERING INC, 15065 SW 74TH AVE, - TAX LOT 15 + 16 LEAVING THE SITE SHEET TIGARD, OREGON (WASHINGTON COUNTY TAX MAP 2S 1 12 AC & DB) LOCATED 3. INACTIVE PERIODS GREATER THAN SEVEN (7) ONCE EVERY 1W0 (2) WEEKS. PRE DEVELOPMENT' LATITUDE = 45.4113`, LONGITUDE = -122.7527' IN SECTION 12, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON CONSECUTIVE CALENDAR DAYS. EXISTING IMPERVIOUS AREA: 13,711 SF 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A EXISTING PERVIOUS AREA' - 142,669SF ATTENTION EXCAVATORS: DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. POST DEVELOPMENT; THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN ESC1.0 COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO PROPOSED BUILDING AREA: 16,244SF ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. - * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. PROPOSED OTHER IMPERVIOUS AREA: 20,982SF * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. PROPOSED PERVIOUS AREA: 119,154SF * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE TT AVAILABLE ON REQUEST TO DEQ, AGENT, OR JOB NUMBER: THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, A15156.11 RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. 08/18/2016 - BID/PERMIT PRO, DOSING BUILDING / It ,r�ta'�r-o-w .�../� 1 ��ii— � LEGEND ��� �,1iG4NFF�vw ` i,. -142 --"" j `r I � 1 ` 143 �_...-, ----' �� _- J I� �' _ r� �1 ........ ---"1:1-------1 \ \\ 1 (� EXISTING CONTOUR--1 TO 4 FOOT INTERVALS -102 f — — ---- -- -- --- -f— EXISTING CONTOUR--5 FOOT INTERVALS 100 . f . , x 1 I I ----�'�— I SEDIMENT FENCE n n a a a h _y`\c.� / -" I-- '" 144 �� ine o-�- FLOW ARROW JC' N f A �` RENEWAL 6/30/17 \ WATTLES PER tet` '' CONSTRUCTION ENTRANCE \ /ESC3. /1.,,,, I Q A ZIP,OP.:41,:..;•;•.010.:10,./,00.40.VIP ) \ \ \ DETAIL INLET PROTECTION (FOR EXISTING INLETS) 0 • P a cti w 0.51 1111 TREE REMOVAL �, Z E OFFICE Y W' "RY \ d "71- Z'////// % /. ;r' H - ;.0,0 Li i li TREE PROTECTION NEILAIIDS W I �sor� ::a:. o N/\ \ JW=F—=J I0 .▪ Lii > 5 W m P. BOfAR), �` NETCAs , ►^7 ' • GirauND . a". 3¢ I CONCRETE WASHOUT (� ▪ Z 7 ----- 7 BOUNDARY I I I • 81 I TAN r N o :—P- / 1 1 1 �o.—`'�- ....--- ----- I 1 117.-.., ( .• . --145 f cY.� I C� �' z In ��._.---- ------- ----- �' '41-11 , mol-(4>w I s o■i• �O I W {c.c.; € °' / // / ,r ) 1 „,„7.5.5„„ f W W O W \ �,#¢- vii f ,4(4,,.s4/\ \ � / v V7/ 1 / �--- H ¢f rn p11-1-17_17....,.._ ' � � � CONSTRUCTION ENTRANCE = "NE1LAADS :,-.2".. 3 r" L�_R v. BGurnARY / ) / : ". 41 —r " PER DETAIL 2 ESC3.0 / / " J'\ { / MOP» .,�y 1�� \ `^ �iit����r�i�r� �a �� // / WAREHOUSE „�.. 2. •r,r_,r_�t_.r_,;_t.r, �� PRE— CONSTRUCTION, GLEARING / OFFICE • • •'/ ( �i ii it•tiq'ir-iy,1rr,tir\�y i�r-,,r1 tQ0' I '~� N. / / �-' I �/ !/� J 41e1•6124:;‘'.4',,,%,”:*: '• t / ��.-.- t it a b;•r fr iSi ,irr,f•rte I / // / / j \ i . r •� ,,�•,,, 4:1:1100:1'6;....r,�ry . . ,, ` AND DEMOLITION NOTES: ,i ; �i,��i�i���i'srtit t NETLAIrDS J / ill�iif � iris0.4 1 L BOGYf�ART \ / 7� /,.& .�J r$t t�t� a�� *: atl�a�aiti�st V. �,- f V > CONCRETE ASHOUT I ` \ \ f "�, .--- R DETAIL 5jESC3 O '�'t I� �`~ 1. ALL BASE ESC MEASURES (INLET PROTECTION. PERIMETER SEDIMENT CONTROL GRAVEL CONSTRUCTION ENTRANCE, if �' _ "' "' "'—""" �, "" — "—'— T— ! — ' ""— " r" " """"" — "- — - ' _ „ -u- 1 ' ) MUST BE IN PLACE, FUNCTIONAL AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF 11VLANDS 4?-'•BOUNDARY tih o ` , / . —.t- �_ ��. ,. �. } 11 CONSTRUCTION AC1IUITIES. * \ I l • 7 t2 � 4• 5�"rl ..."1414,.......... / Ir t �I l —'a°' 2a" ‘ 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE BERMS CONSTRUCTED OUT OF MULCH. CHIPPINGS '!� ( I t 1 I l OR OTHER SUITABLE MATERIAL STRAW WATTLES. OR OTHER APPROVED MATERIALS.( I C3 I \ Z o \ / Tr *� w �, 3. SENSITIVE RESOURCES INCLUDE BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SWILL BE �cr` �` �• W W 3t x CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN UNK FENCING IN A MANNER THAT IS CLEARLY „ o \ \ ` t�\ I a" I d>cJ.� VISIBLE TO ANYONE IN THE AREA. NO ACTMTIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. ��TT \ `x.rr'�, ( T r 1 ' J �` • oaZ2 W �`' \ ��� I ----1---- I i j a. \ / I W j w 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE Q \I (3 `� PROTECT TREE {TYPO \ \ \� / I � n y . z M v.,as \ DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, TO, BUT NOT UMTTED STREET SWEEPING. AND \ ' I \ g8 / I z L.1 a VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE0 l APPROXIMATE 100 TEAR \ `\ / \ `"^' -.�,+ . .a',J 1 Y Q \ 1 ?*. PROJECT. ( Z 1 �, � �, \\\ I .-. I CS D o¢ _�� IUj 5. RUN-ON AND RUN-OFF CONTROLS SWW. BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL4 0-}NEnLuwa8 \ • �, N. j \� . w. v Si CC I I CONSTRUCTION ACTMTIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE. SLOPE DRAINS (WITH OUTLET W BOUNDARY •••‘ ! ��- cry `�' , ! PROTECTION). CHECK DAMS. SURFACE ROUGHENING. AND BANK STABILIZATION. cc H Ci NI' I )(.- / SEDIMENT FENCE PER N I 4A N. r / I I THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" ' DETAIL 3/ESC3.0 • \J Vg, �\ 1 CONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES NEED TO BE ( 1q-c- r�") \ \ \ r \ I / I ' I APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. I-- I ' /� 1 �+'" /REMOVE TREE TYP.) / n ` \, \ `. N .-.\ ç \ 4 ,� UD I I I '`° �.-. ,, \ \ `\ \ \ SND \ \ -- _ I h p4 o 13 H 0 �c: \ `--• --- ..__. W \ /, 1 W BOUWARY 0 1•= 4 e , c3 e Wt3 (3 c3N 4 ( ..67 e 'Lly? )46% <1> F'ri i lr x x x x x x x ~--- -_ — ".r te — rrr— .br �r — — .�........... — .a•�� ' .�-r• ._.... i :)�': iiiI I ME/ZAAEIS EXISTING BUILDING ao 1�.sa Z OFFSITE INLET PROTECTION PER DETAIL 6/ESC3.0 CLEARING, AND OSION NORTH GRAPHIC SCALE ER SEDIMENT CLEARINGEROSION AND SEDIMENT CONTROL PLAN0 '° 0 15 '° °° CONTROL PLAN 120 SCALE T sof ( IN FEET DATE 08/13/15 1 inch a 30 ft. DRAWN: NWS CHECKED: C N H FILE:A15156.11.ESC20 REVISIONS: ® A0A10.ENAGILRGGS NCS ERVED THESE DRAWINGS ARE THE PROPERTY OF AM ENGINEERING NC AND ARE NOT TO BE USED OR REPRODUCED N ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF AM ENGINEERING NO. SHEET ESC2.0 . . JOB NUMBER: /18 2016 -- PERMIT BID A15156.11 08I / l I .r l LEGEND • ,p PROS / 3 u? sac A°rj w._._ 2 - 1 EXISTING CONTOUR-_1 TO 4 FOOT INTERVALS - - -102-- - Cod �,�DIN�fR ; di+�SITE INLET P,�R,�TTIOAh(TYP.) Q\ 1' EXISTING CONTOUR--5 FOOT INTERVALS 100 C 5. 1 iii .9 TAtC4/ESC3.0 i v • NEW CONTOUR--1 TO 4 FOOT INTERVALS 102 /// i i i ��1� i i �� i i fid i i �� i i �al�rr� i i �It - i i � T --r i �� i i �11r�•� i i Ai i i .- , -!. - v `moi x , NEW CONTOUR--5 FOOT INTERVALS 108 f �` 144- SEDIMENT FENCE a a coo o �f tj lc fAx -` / i / I r FLOW ARROW /� \ fNF........._ . I ' I CONSTRUCTION ENTRANCE . «_. . . . . . . . .,.. RENEWAL 6/30/17 i t'\ \ W TTLES c R 1 / j ( \ 1 A \ \ D TAIL 7 SC3.0 / INLET PROTECTION (FOR PROPOSED INLETS) / o x .4 /' 1 N / / Li . I z ui~ ` I^ INLET PROTECTION (FOR EXISTING INLETS) a c / � I / .I0 wales ci 8 I r014411;\,/ ;' \1 A ch T \ 1 f / 1 a �` ~ r W i1 CONCRETE WASHOUT 0 1.75 :(41 IE,N wcs /\,,. ......„ ) , � i x iiiir.--..w - z. w w wI -sew J.....1 , 8 1 i + TREE PROTECTIONC.) . r 1 ✓ Lu 0 lk,_ - ; _ I- 1 1 .• z El / 145\ w Z 7,-/A7-1. _ -..-- / I NkII Q - I I .",, ---._ ...„.._ 7 BOUNDARY _____...„/ i r> N / , .--.-�,, ��/��� x -10 v,oaw. n 1 GRADING & UTILITY z =§ / / �-- _ / O o 1 1�¢ w • ht U� Q�o(' f�� ��- �'.'� _"' / g % / •I ¢� .,�"• f " CONSTRUCTION ENTRANCE EROSION & SEDIMENT CONSTRUCTION NOTES 3 s ,L 4 / / / L-- ---`I PER DETAIL 2/ESC3.0 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF I// ��` �M,\ / ;1 ' � �' �� �:r!`:r. :+4601',:r!:!.!+,,.!1,•.! J THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: ri, 0/ / �; •; •� cr• .•••-^�'��_ ..� . .- 1 A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. ' l I i , i`�r•�:�•r' •.. # *4',tr'1•q•'.•st 90.4 / �� / • I r •r •r'•r •, •, 'o: '' ''+ '';•»t; 1� SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. / \ ',<',4 147 ilin `ik'"P,!.�.,.,•'•....,4`*• B. DWARF GRASS MIX {MW. 100 LBS/AC. / (/ / /NE1LAlDS / \` �, v.•. " * J- ''t','s'�''•,'i'i,'i1,A))IV* 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) I 3 , I` CONCRE 'E ASHOUT '' • ., •, • .,:,.....4 .,,. •d /.r. • r• r•.r•� •, •� •, •, •i •r • •r �,, ,,,Qy, �,�,,°,� �,.,., ,,��:.;,.; 1 �� 2. CREEPING RED FESCUE (20% BY WEIGHT) ,,,_ - \ 1, \ /� 8,� •,,( ( : • 11 �.- C. STANDARD HEIGHT GRASS MIX (MIN. 100 LBS/AC.) i i - i i ......_ L 4774=.77, i i ... i i i i R DETAIL 5 ES. .• •� . • 1. ANNUAL RYEGRASS (40% BY WEIGHT) NERA iD3 �- S•. lor i ._.._ ,v�„ -- -}- -�- um I • E IL, 12. TURF-TYPE FESCUE {809 BY WEIGHT} olt, 4.93. 4, e \) \X". \ - !- r `. a +® • "- l_1\ 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE BOUNDARY ,,* ` - r =R L •I Y I �`" In Ir ‘ ROUGHED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. C., A ° / \ t./(7\-•,, .--- „.-- l J I 1 ( ir ^ - _U: �,� 1 ` I 1,A I SURFACE ROUGHENING IMPROVES THE SEED BEDDING AND REDUCES RUN-OFF VELOCITY. ° ° ` �� /~ "' ^E• Iw ra 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF Z _ ff PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION II \ �� ` !��` o 1�ry r I ��. EI� Ic��>� „ ) RATE. C''I "�>>\ \ i 1111/1111**% ( \ f 1 k ' IE1111111111 Imo'IN } I 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL PRO CT TREE TVP. \ • ` \�a� ` 1111111 1111111111 • Z U" 1 l WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED 0 i '� \\ \\\ \\ [ Iul z R z 01 ' MEASURES. ......, iav rout \\ \\.' \\ / ` i.-.t'.'.. .,:, „_ �`'' • 0-:-.11c-,- .4r1[ \ 5. STOCKPILED SOIL STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND 0z snow PLAIN`�a' \\- i' ��� � I/ AI / s IRS L o¢ I CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITHr4 , Ste- \ �,. \ � \` if \ • II. . es ti-O a. 'Q-j 1 1 PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE 0 BOUNDARY I c,� \\ •► l ii �, I `® PERIMETER OF THE STOCKPILE. LU / 2-11111111--- v' ` .,' ` ycc 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY W 0 1 / �� 7% - ` ' ` stj / ` SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENTQEmmli FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAYnL� SEDIMENT FENCE PER , IP1 o REQUIRE ADDITIONAL EROSION CONTROL MEASURES. CC Q / ted- cs� r I DETAIL 3 jESC3.0 **.i(n- \'�`,. I �' } �rn \ ¢ \I + 7. AREAS SUBJECT TO WiND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES 1 ° I i a \• / 11. \\\I INCLUDING THE APPLICATION OFA FINE SPRAY OF WATER, PLASTIC SHEETING, STRAWH 11---- 1 f / (' MULCHING OR OTHER APPROVED MEASURES. c° �, li:%•... Mali • ` ` I 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTIONCf):4 I X15 r" �r l� \ " ~- / N i AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY ° o \4) - "- I INCLUDE, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING AND VACUUMING ,- \ 1 4 1 (REQUIRED TO INSURE ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE E3 ;f- 4 e eiate c 1 6 ( 1 �"� in �6 �> i\ . _ _5,..L .-_ V �1 PROJECT). 1 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF H APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE . ..)._ -,r7 iiiiiiirriiirirrr.�riiiiiiirriiiiriiiiiiirrriiiiiiirriiiiiiirrrriiiiriiiiiriiiii% I s 'II. REGULARLY INSPECTED AND MAINTAINED AS NEEDED. ioi BOUNDARY �/ r j 1 1-`I 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN ! / 1 1 I i WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LAIDEN j WATER. OFFSITE INLET PROTECTION 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS iN A PER DETAIL 6/ESC3.0 LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER GRAPHIC SCALE SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN UTILITY, PAVING NORTH 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR AND FINAL UTILITY PAVING AND FINAL STABILIZATION PLAN '° o 16 30 60 _ 120TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASHOUT SHALL BE LOCATED WITHIN STABILIZATION © - _ SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF CAPACITY. PLAN 0 SCALE 1' IN 30' ( IN � 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TOT HE FEET1 inch = 30 it. TSTORM RASH. WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED OF IN THE DATE: 08/1 3/15 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALSCAN RUN-OFF INTO THE DRAWN: NWS EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION STORM WATER SYSTEM. CHECKED: CNH 14. USE BMP's SUCH AS CHECK DAMS, BERMS, SEDIMENT FENCE AND INLET PROTECTION TO FILE-A15156.11.ESC10 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL GRAVEL CONSTRUCTION ENTRANCE, PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. ETC.) MUST BE IN PLACE, FUNCTIONAL AND APPROVED IN M INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF REVISIONS: CONSTRUCTION ACTIVMES 15. COVER CATCHBASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM -'""` 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING WATER SYSTEM. --- ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. -"- 3. LONG TERM SLOPE STABIUZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. dows sGI� NM RESERVED 4. THE STORMWATER FACILITY SHALL BE CONSTRUCTED AND FUNCTIONING PRIOR TO SITE PAVING. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" CONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES NEED TO BE THESE DRAWINGS ARE THE PROPERTY OF AAI ENGINEERING INC. AND ARE 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. NOT TO SE USED OR REPRODUCED IN ANY MANNER.EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF AM ENGINEERING NO. SHEET ESC2.1 JOB NUMBER: A15156.11 08/18/2016 -- BiD/PERMIT • • $DPROP, � oGINEE. "4. I h. CO • FOR FURTHER INFORMATION / I t �. 40(S• 1 � ,. ON DESIGNTEECRITERIA CLEAN w TER ` ,4t /'.0: ' 1 AND SEDIMENT CONTROL SERVICES EROSION ON QC` // �p �j ,._..__.._.; ,_..._ _.__..... ._. .._._... ____.__...__.__...._.,......_._...._._,._....._.._...... ....__.....__..__,._..,...__..__.».__... .. ... .... _._..__,_. `' ( ANGLE FILTER FABRIC �� / . PLANNING AND DESIGN MANUAL QP`_#'t ' •;,.y d '�'/N i. FENCE TO ASSURE SOIL IS TRAPPED • . . .. of .../...:.: e. .:;-.:4..:1%,.g• • ■• } 1 ; 1 REB!4R.FOR BAG (zEMpVAL I+ • s.C•:•t ••.� :4 . . ��{,*.•j 1 : I \ 1 ' II - l'it) S I A\ 11 II . --1 . ID, 0 , ,, 1 , 0 ( , 11 .41 ( i, c., \<64.1) 0.m..„ , 5; 1 rifil . z \ , t ql� ����� ,( T I �� A\ H) D ' IN- �, RENEWAL 6/30/17 LOTS 15+16, TO2S, R1W, SECT. 12 W.M. WASHINGTON COUNTY, OREGON INTERSTATE ROOFING OWNER Z _ crm CONTACT: SHELLEY METZLER w ) 15065 SW 74th AVENUE CO �. w m 14. OF - 17 TIGARD, OR 97224 = Z s -� PH: 503-684-5611 0 OR-99W � k ( 371 W 0 M AAI ENGINEERING CIVIL ENGINEER k41 RELEASES ,o4.,§ sW McDE3NALD STCONTACT: CRAIG HARRIS 4875 SW GRIFFITH DRIVE, SUITE 300 KRUSE WAY BEAVERTON, OREGON 97005 PH: 503-620-3030 - sw BONITA RD _ FAX: 503-620-5539 NV. CIVIL w • R0.0 TITLE SHEET W a 4. ANDY PARIS & ASSOCIATES, INC. SURVEYOR • R1.0 SW 74th AVE PLAN AND PROFILE STA 0+50.00 TO STA 3+50.00 00 °�° ¢ z • R1.2 SW 74th AVE PLAN AND PROFILE STA 7+00.00 TO STA 10+0• R1.1 SW 74th AVE PLAN AND PROFILE STA 3+50.(X) TO STA 0.00 F=' N Ntr �� CONTACT: HAROLDA • R2.0 PUBUC IMPROVEMENT DETAILS _ SITE 4C' ��¢� •16057 BOONESE YLROAD • R3.0 EROSION AND SEDIMENT CONTROL PLAN to ,,/ 5, LAKE OSWEGO, OREGON 97035 • R3.1 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES u) 0+ PH: 503-636-3341 SW DURHAM RD 0p oz TUALATIN RIVER II ....000---" 11GENERAL CONDITIONS CT-4 ‘ i 0 1.) THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR 19.) CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO Q W 7ciri STREETS AND HIGHWAYS , U.S. DEPT. OF TRANSPORTATION, FHWA., 1988 EDITION START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFUCTS ARISE AND REDESIGN OR RELOCATION OF 3.) TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD FACIUTIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDER'S EXPENSE. CHANGES MUST BE APPROVED BY THE CITY (24 Q 0) SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTIUTY AGENCIES. THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 20.) A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES 7 z NORTH 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN 'd- CD } AT ANY TIME. WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM W I` CD VICINITY �/ /� FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW THE PROSECUTION OF THE WORK. w Y ICINIT i MAP DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POUCE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND 21.) WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAYH TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. CC t!1 0 N.T.S. 4). ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA AT LEAST 72 HOURS BEFORE CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDER'S C INITIATION OF CONSTRUCTION WORK. EXPENSE. O EZ 5.) ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DEUVERY SERVICE AND MAIL 22.) ONE AS-BUILT MYLAR DRAWING SHOWING AU. NEW PUBUC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE T < SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABUSHED. PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBUC SYSTEM r� 6.) TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND OR FACIUTY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION V1 I- SHALL BE EFFECTIVELY MAINTAINED. OF INSTALLATION COMPUANCE. P4 7.) NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:Opm TO 7:00am. MONDAY THROUGH FRIDAY 23.) A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUEUNE "AS-BUILTS" (OF EITHER OR NOR BETWEEN 9:00pm TO 8:00am SATURDAY, NOR BETWEEN 9:00pm TO 9:00am SUNDAY. BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO W 8.) MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 9.) THE CITY AND THE COUNTY RESERVE THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE 24.) THE PERMIT HOLDER'S ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. CITY'S INSPECTOR. (SEE DEVELOPER-ENGINEER AGREEMENT NOTE #5). 10.) BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITYS PRIVATE DEVELOPMENT 25.) THE CITY'S INSPECTOR MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT Z REVIEW ENGINEER, (503/639-4171) TO ESTABUSH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. HOLDER, PERMIT HOLDER'S ENGINEER OR CONTRACTOR TO VAUDATE CLAIMS OF MATERIAL OR CONSTRUCTION Fmmimi 11.) THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, AL DICKMAN, AT 503/639-4171 ADEQUACY/COMPUANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. _ _ - �„�--- I� 11 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR HOURS PRIOR TO ANY STAGED INSPECTION (SEE 26.) THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO - - 4 -- --= --y. --rl"'- I-/, I I ATTACHED USTING) AND AFTER COMPLETING WORK COVERED BY THE PERMIT. THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE - 12.) A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL RESOLUTION AND OWNER SATISFACTION. 1 I AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. AU. WORK SHALL CONFORM THE THE PERMIT TERMS, CONDITIONS AND 27.) EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT �� I i PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS SHALL BE AT THE PERMIT HOLDER'S EXPENSE. 1 AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE 28.} THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL UFT OF / • C-- CITY, IN ADVANCE OF WORK PERFORMANCE. ASPHALT HAVE BEEN PLACED. I / pc I 13.) MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBIUTY OF THE PERMIT HOLDER. THE WORK 29.) THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR / 11 IAREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A • x EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS TAKE I COPY OF THE PERMIT HOLDER'S CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. CORRECTIVE ACTION AND IN GENERAL, WILL BE RESPONSIBLE IN CASE OF AN EMERGENCY. THE PERMIT HOLDER / 14.) THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBUC a , f� 1 ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY SHALL NOTIFY THE CITY INSPECTOR, IN WRITING. OF ANY/ALL ASSIGNMENT CHANGES. TITTLE SHEET I MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 30.) THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE I 15.) EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OFA DESIGNATED "COMPETENT PERSON' RESPONSIBLE FOR I D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE WORK TO ACCOMPLISH CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP 437. DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. 1 -- - EFFECTIVE EROSION CONTROL THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/AU. ASSIGNMENT CHANGES. • --' - �iiliii�iiiriiiiiii/iiiiiiiiiiii� x I 16.) PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS FLOWERS, / rc 31.} ET IS THE SOLE RESPONSIBIUTY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT OF ENTRY AND/OR / Q ; I BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASE MENTS,SHALL i . . . � -- 1 � WITH LIKE KIND AND MATERIAL DATE 02/25/16 ��• 17.) EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED 70 BE LIABLE FOR THE PERMIT HOLDER'S tlk---c) 13 (1 _1 °� 1......-- 1 1 ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBUC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS, DRAWN: NWS ml �uuai/I I/I/�f///I////I/I/// -I---- Y THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE 32.) BEFORE PLACEMENT OF THE ANAL UFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND L ( / I CONTROL COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER AND STORM LINES INCLUDING LATERALS IN THE PUBUC1C ROW. CHECKED: CNH ..« ... .....�._,_ i `� ; .... .... .- - 1 18.) EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES THE PERMIT HOLDER SHALLP ROVIDE THE CITY WITH 30 DAYS OF' NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE . * `___ , J! " I ' FOR UNE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF WORK. DAMAGE TO UT1U11ES SHALL BE CORRECTED AT THE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. FILE: A15156.11.R00 PERMIT HOLDERS EXPENSE. I REVISIONS: I (� I 1 I\\ ,s .\ ', 4 1 1 'T \\ \\\ `♦ t: ' ' © MI ENGINEERING NIC I ' 2016. ALL RIGHTS RESERVED )11111 \\\ \\ �`. .::;:.4:: •• � �. M I t THESE DRAWNGS ARE THE PROPERTY 1 NI , of AAO ENONEERwQ�Nc.AND ARE - T EMERGENCY CONTACT NUMBERS BENCHMARK: NOT TO BE USED OR REPRODUCED IN - ANY MANNER,EXCEPT WITH THE PRIOR ~`,`7 ":r: . 1 TVWD ELEVATIONS ARE ON WASHINGTONENGINEERING OF AM '.„ c--- -" 503-642-1511 COUNTY DATUM FROM COUNTY BENCH0 \ SHEET 1 �:.v, I T PGE - MARK NO. Y-672, A BRASS DISK AT , [,� - , -: ; ; T 503-464 7777 NW CORNER OF BRIDGE OVER 1-5 Know what's below. 1 I , ° ' I NW NATURAL FREEWAY ON BONITA ROAD 1 EAST OF � before Ou �� ' ,A - X X x �_____- U - _ • I 'I-800-882-3377 WEST END OF BRIDGE, ELEV.= 198.837. g. /I/II///!/!////f/I////I//I/I///I//////I//I//lI//////!I///l/////II/I////I////////II/!////� I1 , RO . 0 NORTH WORK HOURS ARE FROM 7AM TO 7PM DAILY SITE MAP ` N.T.S. JOB NUMBER: A15156.11 08/18/2016 - BID/PERMIT LEGEND ,� .D PRO E,{�1G l NEck S,r' EXISTING CONTOUR--1 TO 4 FOOT INTERVALS - - -102-- - - 5; 1 t�� EXISTING CONTOUR--5 FOOT INTERVALS 100 NEW CONTOUR--1 TO 4 FOOT INTERVALS 102 1 NEW CONTOUR--5 FOOT INTERVALS 100 " '" ` ` SANITARY SEWER LINE SS {�} f,.."-c,) DOMESTIC WATER LINE W 4/f% f 1t OVERHEAD ELECTRIC LINE OH N ; NATURAL GAS LINE G RENEWAL 6/3D/17 SPOT ELEVATION .../100.00 TOP FACE OF CURB ELEVATION TC •= g 8 Zd C ASPHALT ELEVATION AC o . e � =W 155 GRADE _L w m Zo1 EXISTING (E) - 4 N (9 u ag INVERT ELEVATION IE=100.00 Z V W ad 150 2 o m.n v 145 ,___ - y J GENERAL NOTES EXISTING GROUND AT CENTERLINE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION, THE GEOTECHNICAL INVESTIGATION FOR THIS PROJECT, AND THE PROJECT SPECIFICATIONS. 140 2. THE CONTRACTOR DSET THE APPROVED CONSTRUCTION INCLUDING ADDENDA DA ON THEPROJECTSITE AT ALL TIMES. DOCUMENTS - 3. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0001 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. NOTES: THE TELEPHONE NUMBER FOR THE OREGON UTIUTY NOTIFICATION CENTER 135 tt� rr� IS (503)-323-1987. 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS C.5 GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ENGINEER. 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF ~ CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. rwLi 24-HOUR NOTICE IS REQUIRED. 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY PREPARED 0 SW 74th AVE PROFILE 0+50.00 TO 3+50.00 BY ANDY PARIS AND ASSOCIATES, INC. DATED JUNE 11th, 2015. 0 W N 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES > ~ P4 < Cn SCALE: it 1' • 20' : V; 1' . 6' SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. ZZ 8. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED GRADE ti CO WHICH INCLUDES SUBGRADE SOIL TOPSOIL SOIL AMENDMENTS, ROCKERY AND RUNOFF W PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH BOTH Em4 " EXCAVATOR AND LANDSCAPE CONTRACTOR. Cl) O tr) c co cc E-4 OQ '- C0 T WORK HOURS ARE FROM 7AM TO 7PM DAILY I X R- C.:4 W IH CONSTRUCTION NOTES Z 0 STA 3+49.21 16.2011 BEGIN NEW STANDARD CURB PER DETAIL 125 7.: BEGIN NEW 9.3' SIDEWALK PER DETAIL 120 I- EXISTING FIRE HYDRANT W W i �r� ....1-47 i i ice. i i i i i iCO ..--_ ---_ HO HO HO HO iHO HO O SW 74th AVE......( --c v:. a 0+50.00 TO 3+50.00 131 PLAN AND PROFILE St Q 1 00 EDGE OF PAVEMENT I 7 - _ - ` _ i 2+F00 - I 3+00 EDGE OF PAVEMENT o . o W DATE 02/25/ s 4\\.. P T T-_- $W Toth AVE o Z DRAWN: NWS CHECKED: CNH i i �� i i .�I � •1� i .1 � i i , / n- i F-- FILE: Al 51 56.11.R1 0 '44 REVISIONS: I © AAI ENGNEERING NC. ' 2016. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF AM ENGPEERNG INC.AND ARE NOT TO BE USED OR REPRODUCED N ANY ENGINEERING WC. EXCEPT WITH THE PRIOR NORTH GRAPHIC SCALE OF AAI wRrrTEN PERMISSION Ifill SW 74th AVE PLAN 0+50.00 TO 3+50.00 ' ° '° 20 40 °° SHEET -m. - SCALE r - 20' ( IN FEET ) 1 inch = 20 it R1 . O JOB NUMBER: A15156.11 08/18/2016 -- BID/PERMIT LEGEND ecte PRO, '\ "'ANGINEE, , EXISTING CONTOUR--1 TO 4 FOOT INTERVALS -- * -102- --- - ,/.... 5. 1 ' 'tit EXISTING CONTOUR--5 FOOT INTERVALS 100 NEW CONTOUR--1 TO 4 FOOT INTERVALS 102 1 I NEW CONTOUR--5 FOOT INTERVALS 100 �r SANITARY SEWER LINE s� '� � DOMESTIC WATER LINE W 1 ,/ $. FIRE WATER LINE �� N N. P OVERHEAD ELECTRIC LINE OH 6/30r7 NATURAL GAS LINE G SPOT ELEVATION �00.00 TOP FACE OF CURB ELEVATION TC1. Z $ h ° 1 ASPHALT ELEVATION AC 155 GRADE w m EXISTING (E) mom Z INVERT ELEVATION IE=100.00 Z I 150 W mill 2 - _ �-----. 4 145 \\- GENERAL NOTES EXISTING GROUND AT CENTERLINE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION, THE GEOTECHNICAL INVESTIGATION FOR THIS PROJECT, AND THE PROJECT SPECIFICATIONS. 140 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 3. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0001 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. NOTES: THE TELEPHONE NUMBER FOR THE OREGON UTIUTY NOTIFICATION CENTER 135 IS (503)-323-1987. 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTIUTIES SUCH AS C.,. GAS, TELEPHONE. POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ENGINEER. 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF FT CONSTRUCTION PROGRESS TO FACIUTATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTIUTY SURVEY PREPARED 0 -4 SW 74th AVE PROFILE 3+50.00 TO 7+00.00 BY ANDY PARIS AND ASSOCIATES, INC, DATED JUNE 11th, 2015. 0 w N ""' 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES ! SCALE: it 1' • 20' V; r - 6' SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR r.:4 "`� TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. Zt. Z 8. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED GRADE T r`- W WHICH INCLUDES SUBGRADE SOIL TOPSOIL, SOIL AMENDMENTS, ROCKERY AND RUNOFF PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH BOTH E--1CC EXCAVATOR AND LANDSCAPE CONTRACTOR. Cl) O in0 E-4 ° °r to �C WORK HOURS ARE FROM 7AM TO 7PM DAILY T F= III 1 47------- _____ \ I \ u 6,0:64/, I j/ 71 I Hu I \ I CONSTRUCTION NOTES TE--4 STA 3+70.20 16.20'LT Z 1 q / CENTERLINE 42' DRIVEWAY PER DETAIL 142 I I L STA 3+91.52 25.98'LT - \ j ''' ® BEGIN TRANSITION FROM 9.3' TO 6.0' SIDEWALK O g ., 146 '� I N STA 3+94.60 22.70'LT I r - p. \ '�"' END TRANSITION FROM 9.3' TO 6.0' SIDEWALK oc t �Q '��7'b Q STA 5+08.16 14.501T Li REMOVE AND SAVE EXISTING FIRE HYDRANT W (�6 STA 5+10.82 14.51'LT _ ® _ _ REMOVE AND SAVE EXISTING "SPEED 25* SIGN jCO I _ - _ _ .� ... i _ ... 14 C') 0 STA 5+72.56 15.23'LT T REMOVE AND SAVE EXISTING WATER METER SW 74th AVE W 4.0' I T1E-IN TO EXISTING UNE PLAN AND PROFILE tW - - E3 fl _ - - - - - )S'- . 11'. 17.3' j T Q STA 5+08.16 14.50'LT 3+50.00 TO 7+00.00 ` , 85.2' SANITARY T1E-IN TO EXISTING LINE I A - Q 8 40.0' - 7/, t Q STA 5+74.41 9.7111 DATE: 02 25 16 fi.0` 1- 9.31fi.0' W REMOVE AND SAVE EXISTING MAILBOX f W �i0 HO -�-- Ht,[ HO HO HO HO s � OH OH , H OH OH OH OH OH �� H ) � y Z 8.1 -I � GI G sU.v' G G G 1 , • _ G1111111 ' G G . iE J D STA 5+35,11 16.201T DRAWN: NWS _ Q2 16.2' ' 0 16.2' L°°� ra G G G G CENTERLINE 42 DRIVEWAY PER DETAIL 142 CHECKED: CN H (3 50.0' f�► {3 IP ID, �.,,, 9 FT►1 1 ' 1 g'�� It iD - _ 29.4' 4++00 ! 5+100 i okks..__L__i% 6+100 STA 5+08.60 25.8i'LTFILE: A15156.11.R10 Q ss ss ss ss ss ss - ss ss ssoff ss ss -ss ,� REINSTALL FIRE HYDRANT SSW w w w w wSW Toth AVE w w`-S-- w w w w STA 4+96.33 22.70'LT REVISIONS: G G G G G G G G G G G ```�..�G` G G G G BEGIN TRANSITION FROM 6.0' TO 8.1' SIDEWALK etT -" STA 4+98.63 24.84'LT 11111 G i _ ni _ _off Qy �H,,,,, ----��6 ----21-- ..,-------- ,,, OH • V\- OH _: - OH off OH END TRANSITION FROM 6.0' TO 8.1' SIDEWALK EDGE OF PAVEMENT 47 '�- (9 STA 6+60.13 16.20'LT CENTERLINE 42' DRIVEWAY PER DETAIL 142 ® AAI, aI.ENATEERINGRIOHTs REINS. zoosSERYEO a I CS STA 6+80.61 14.09'LT THESE DRAWINGS ARE THE PROPERTY END NEW STANDARD CURB OF AM ENGINEERING MO.AND ARE NOT TO BE USED OR REPRODUCED IN NORTH GRAPHIC SCALEEND NEW 6.0' SIDEWALK ANY ISMER.EXCEPT WITH THE PRIOR el STA WRITTETEPERMISSION MSSION of MI ENGINEER0 SW 74th AVE PLAN 3+50.00 TO 7+00.00 � ° 'O 20 ,o ao REINSTALL 2"SPEED 225" SIGN SHEET SCALE 'I 20' - _ 43 STA 5+72.82 24.191T { IN FEET } REINSTALL WATER METER R1 1 1 inch = 20 ft it STA 5+76.21 24.35'LT REINSTALL MAILBOX STA 5+12.08 24.84'LT BEGIN TRANSITION FROM 8.1' TO 6.0' SIDEWALK 0 STA 5+14.28 22.70'LT BEGIN TRANSITION FROM 8.1' TO 6.0' SIDEWALK JOB NUMBER: A15156.11 08/18/2016 BID/PERMIT LEGEND •\tiff %SI 041NE.. moi* EXISTING CONTOUR--1 TO 4 FOOT INTERVALS — — —102 — 5= 1 if�iiA EXISTING CONTOUR--5 FOOT INTERVALS 100 NEW CONTOUR--1 TO 4 FOOT INTERVALS 102 // NEW CONTOUR---5 FOOT INTERVALS 100 vi' '- SANITARY SEWER LINE SS 't "/L DOMESTIC WATER LINE W 9/G' p( OVERHEAD ELECTRIC LINE OH N_ NATURAL GAS LINE GRENEWAL e0/1i SPOT ELEVATION j 00.00 TOP FACE OF CURB ELEVATION TC CD to8 N Z 1 01 ASPHALT ELEVATION AC CC o i 155 GRADE g, W m 4 al — MOM Z §ri EXISTING (E) — i a INVERT ELEVATION 1E=100.00 Z o 150 Wa8 a 4 145 —-------- ____ ______ GENERAL NOTES ---- __ __ 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF NE JURISDICTION, NE GEOTECHNICAL INVESTIGATION FOR THIS PROJECT, AND THE PROJECT SPECIFICATIONS. 1411 2. THE CONTRACTOR SHALL HAVE A FULL SET OF NE CURRENT APPROVED CONSTRUCTION V DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. EXISTING GROUND AT CENTERLINE 3. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTIUTY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0001 THROUGH 952-001- 0090. YOU MAY OBTAIN COPIES OF THE RULES BY CAWNG THE CENTER. NOTES: NE TELEPHONE NUMBER FOR THE OREGON UTIUTY NOTIFICATION CENTER 135 IS (503)-323-1987. �r r +00 7+50 8+00 8+50 9+00 9+50 10+00 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS Cami GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WIN ENGINEER. 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF ~ CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24–HOUR NOTICE IS REQUIRED. 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY PREPARED 0 SW 74th AVE PROFILE 7+00.00 TO 10+00.00 BY ANDY PARIS AND ASSOCIATES, INC. DATED JUNE 11th, 2015. O w N 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES 124 > r`" SCALE: it T • 20' : V; l' • 5' SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. — Z 8. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED GRADE W ti CD WHICH INCLUDES SUBGRADE SOIL TOPSOIL SOIL AMENDMENTS, ROCKERY AND RUNOFF LU PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH BOTH E--iCC EXCAVATOR AND LANDSCAPE CONTRACTOR. co Ln d Eli Lo o < T 0 LWORK HOURS ARE FROM 7AM TO 7PM DAILY I V) �_- P4 W H I z I-I Irsr T/ r ii. W W Z SW 74th AVE W - - - - -- - - - - - --- - - ______ — PLAN AND PROFILE V", * I( 7+00.00 TO 10+00.00 0 `HO HO HO HO HO HO , o ----- EDGE OF PAVEMENT s.LLI 1► o --"9/1"- ——-- DATE: 02/25/16 Z j 8+00 �\� 9+00 10-I DRAWN: NWS � I °� I I ACHECKED: CNH \` EDGE OF PAVEMENT i.... SW Toth AVE ,'S o l FILE: A15156.11.R10 2 MI OH •- H OH OH OOH~ OH OH OH REVISIONS: 61011 411111011 I V AAI ENGNEERNG INC. v 2014, ALL RIGHTS RESERVED I THESE DRAWINGS ARE THE PROPERTY OF AM ENG`IEERNG IN AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER.EXCEPT WITH THE PRIOR NORTH0 GRAPHIC SCALE ENGINEERINGPPERMISSION OF AM SW 74th AVE PLAN 7+00.00 TO 10+00.00 �° °° SHEET SCALE f • 20' ( IN FEET ) i inch = 20 ft. R 1 2 JOB NUMBER: A15156.11 08/18/2016 — BID/PERMIT ,an PROA? EXISTING DRIVEWAY - oo i Ner4, ,.• CURB JOINT MATCH WIDTH 6c GRADE Ca 5; 1 SEE STD A -0- DETAIL NO. 146 t..... SEE NOTE 5 ROW R/W LINE 5' MIN. SEE NOTE 3 -•••41- 2% i VARIES vr * Or ROAD ' ::-4:'. ::".:e":" : :.t.r $-:.';' '....:- 7- / NOTE 2% • . .. •"ell- li.( 1(2-4tigi .17".41==t1-4 01 3/4" R at-- 6''-go 7.-- EDGE 5' MIN 2% 3 SIDEWALK RENEWAL 6/30/17 • .. EIRE I El I H I Mill--L. --T111=4111 1 -1 .J1,- III- IlElliiIHI" I-I T T- 4 1 2" OF 3/4"-0" BASEROCK 2 6•• 5" ---Li" " ____..-- DRAINAGE BLOCKOUT COMPACTED SUBGRADE j___ 4 ...At"- 3" I.D. SCHEDULE 40 SEE NOTE 2 _._..-' A --0- DWV (ABS OR PVC) 30' MAX PIPE W/COUPLING -114-- 6' 4.0 P4.-- 6' -44* 4 A ° 4 • g I§ I SIDEWALK ADJACENT TO CURB , 000 / . 10' MIN 0, 0 4 4 16" ,. Tal x i 0 c5 ° 0 ' ' A • A 'AA ".".. 0 1 ,gzz, 0 0 0 0 0 1 11 g 1 -11.-.1 PLANTER 5MIN STRIP -.4- 2% 1 ROW 4000 0 A 4 A 0 .::: 0000 . . W t .. 0- * W 1.0. mom Z 2 A PLAN - iR .. , . . -......;...,.•_z. .-.. ; 40 co O. ROAD ,,,,..,,, ,...-A,:'. : ...Pry...2'. '-AN= - ..••••:,-. 0 fp - 4 4 ! 7)§ 2=7 • • .• • .4 • • . . Eti-r-Iii.g-glig 1[11--4gr4Vi = 7-411---7-11177-51-1- -- " PROJECTED TOP 1E:111-7111:=1" -i I' 3/4 ..i -."194' R/W w, 1 Z g i d-8 4 9" No OF CURB 6" "D?'\ BASEROOKCOMPACTED SUBGRADE 2% MAX 4' COMPACTED SUBGRADE NOTES: STREET 1 - - • . i SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: NOTES A. TO BE PROVIDED: ° %0 (D o C)o .. , • .P •• • . 4 , O ,r**t.°"4.°° ...' . .• • • Pkiq), 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. 2) AT EACH COLD JOINT. 000 z;.) 00 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3) iVr EACH SIDE OF INLET STRUCTURES. 2" OF AGGREGATE 3. EXPANSION JOINTS Sc CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. SECTION A-A (3/4"-O") COMPACTED IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL NOTES: WITH A MINUMUM THICKNESS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. OF 1/2"AND SHALL COVER ENTIRE CROSS 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 3TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. Cs. . 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. Z OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. /......i 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET 4. SEE STD DETAIL NO. 146 Foriimi SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 0 OVER PIPE. ,44. 6. FOR SUBDIVISIONS AN "5" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 0 1.1.1 cAl 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL < (3) --------=---1 CITY OF TIGARD W APPROVED BY: --- OREGON MICHAEL A. STONE. P.E. ENGINEERING DIVISION I„ PUBLIC WORKS DEPARTMENT __,,A 13125 S.W.HALL BLVD. MY ENGINEER , NO SCALE - ----7.- - CITY OF TIGARD OREGON APPROVE)B'f: MICHAEL A. STONE, P.E. ............ NO SCALE ---_-:.-'7:- CITY OF TIGARD ---,- OREGON 12.8mi 13 S.W.HALL BLVD. APPROVED BY: MICHAEL A. STONE, P.E. STANDARD DRIVEWAY NO SCALE -C Z .1-4 Ou j - . CONCRETESTANDARD - 41 DWG. NO. 1‘,11 puBWsrs.ENGINEERINGDEDpAIDTSImEO.NNT DWG. NO. I, PuEBNLIGCINWEE01NDGEDPAITITSIMEONNT DWG. NO. OTY ENGINEER are DOWER LTIGARS =ARCED:411E6r4/g722.3 JANUARY 2013 - ----r-4 TIGARD OREGON 9'7223 JANUARY 2013 w/CURB-TIGHT SIDEWALK 142 E--1 cc SIDEWALK 120 CURB 125 AWARD VOICE:(503)639-4171 (f) 0 laud -NI=.1:a31=.477r23 , JANUARY 2013 - - - FAX (503)684-7297 APPROVAL DA1E --------- - FAX: (503)684-7297 APPROVAL DATE ---4140ggstgag* FAX: (503)684-7297 APPROVAL DALE , . 44e tf) arc: As required in off typical sections Street Street of construction Cip 1:7- [....- I... .6 plans EXISTING PAVEMENT DIG OUT REPAIR i SAW CUT OR GRINDING P4 ' Area 1 .T.-.. / 1' T-cut (see j, ( ) Surfacing / r A note 1 ) I E-84 Topsoil or as I y z directed Base Material AC immi ky a) 000000 .0() or),0000 .0ci 7. () (...) t4:--• cz, O0oo 000_0 c)-0 c) 0 0 - o 0 -.Y Z 0.01 0‘;'0 00-0 0.AB te0 0°0°c(ipoo AGGREGATE BASEROCK m b rx 0_ 0 Q00:0°0°0 g0 r5'0 ) 0 g A70°0 g0 t '01 < tu I E 2 -1 I 1=1 I 1=1 i 1=1 I 1-71 II- 0 c . 1 11 1 II I I_---=-1 1 COMPACTED SUBGRADE a 0 5 >) fo o o = •- , c - I -Y (1) 0 LOCAL STREETS: x E ' 0 c _a L-- a) ,IP .6 n AC - 6" CLASS "C" ASPHALTIC CONCRETE, PUBLIC IMPROVEMENT )14. c .4_, _ra , _c v) AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK DETAILS a) ., a) (..) , 3 c:J-, or -- -, D tll 0 • • .._ 0 0 C b -0 -1-1 C OR 0 a) m a NI 1 _c CP L. ? *a .,- u) 0 I- AC - 8" CLASS "C" ASPHALTIC CONCRETE DATE: 02/25/16 .0 Er n LI DRAWN:DRAWN: NWS ' <y fr*.-, MAJOR COLLECTOR STREETS: CHECKED: CNH it. Pb" Min bedding 6" 6" AC - 9" CLASS "C" ASPHALTIC CONCRETE, below outside ofAB - 4" (1-1/2" - 0") AGGREGATE BASEROCK FILE: A15156.11.R20 MINT MIN .- pipe bell 3/4" - 0" REVISIONS crushed aggregate t A '. v.•; Itte 4,,,d s 2' Min Trench \\\_..:;.,,,,...:;;:o.s\\\\...:;;(,c2\...v...\\„:.5><\--\\>.-- foundation \ \\ \ \\ \\ © g18,ETTIGINNA arEilDWED stabilization THESE DRAWINGS ARE THE PROPERTY if required OF AM ENGINEEREG NO.AND ARE NOT TO BE USED OR REPRODUCED IN NOTES: ANY MAWR.EXCEPT WITH TIE PRIOR WRITTEN PERMISSION OF AM ENGINEERING INC. 1. JOINTS TO BE TACK AND SANDED WITH BITUMINUS ASPHALT EMULSION.. NOTE: SHEET 1. 1' T-CUT FOR PIPE ONLY PROJECTS. 2. ASPHALT PLACED IN MAX. 3" LIFTS EACH COMPACTED TO 92% MIN. R20 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. . w W----- CITY OF TIGARD OREGON ENGINEERING DIVISION I, PUBLIC WORKS DEPARTMENT ga 33125 S.W.HALL BLVD. APPROVED 13Y: MICHAEL A. STONE, P.E. CITY D4GINEER TRENCH NO SCALE -"'"-F _21.11 _ CITYOTIGARD DWG. NO. g --,-_ ii OREGON ENGINEERING DIVISION 1 II, PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. MICHAEL A. STONE, P.E. PAVEMENT DIG-OUT NO SCALE DWG. NO. JOB NUMBER: ..,---- ---- TIGARD,OREGON 97223 JANUARY 2013 BACKF I L L 180 TIGARD,OREGON 97223 JANUARY 2013 AND REPAIR I 82 A15156.11 -.1.11.1GARD VOICE:(503)639-4171 . : e VOICE:(503)639-4171 =- - - FAX: (503)684-7297 APPROVAL DATE , -------- FAX: (503)684-7297 APPROVAL DATE 08/18/2016 - BID/PERMIT LEGEND PRIG S NT R--1 TO 4 FOOTINTERVALS — —102-- — �� �NCINEf. ` ,. EXISTING CO OU 5. 1 EXISTING CONTOUR--5 FOOT INTERVALS 100 SPOT ELEVATION 10 C [r1 NEW CONTOUR--1 TO 4 FOOT INTERVALS 102 // NEW CONTOUR--5 FOOT INTERVALS 100 TOP FACE OF CURB ELEVATION TC �' SEDIMENT FENCE a a a a a ,',� 1- FLOW ARROW �__ ASPHALT ELEVATION AC ,f/G' ��`a. GRADE •40: . iii ii . RENEWAL 6/30/17 CONSTRUCTION ENTRANCE . . .,,iii. i . EXISTING (E) iii�1 iii�iiii-i, i' INVERT ELEVATION IE=100.00 INLET PROTECTION (FOR PROPOSED INLETS) �, INLET PROTECTION (FOR EXISTING INLETS) 0 L WORK HOURS ARE FROM 7AM TO 7PM DAILY Ai 0 § E CONCRETE WASHOUT D LI Z -61 Om TREE PROTECTION -EY ° = W v } ea l- ..._ ' r [ ag . Z §1 coco iv 1 0 ��� rD �w� rM MM MM .�� i �./� MM �� i �Il�w wtTa �� MM MM MMMMMMMM a .DIY ! �.M �I� ` .ISD 1111 - -� .1� M� m Z ig- ♦ 1,5r NI (% 1 ♦ X .0 0'R O-N- ONSITE INLET ROTECI1ON (TYP.) PER 1 40 0' zo.o' iDETAIL 920/R .i l '' - j 1 \ \ \ -, ♦ `r! I ) \ \ , 1 ‘. ; . i- I \ \ ) II i x ' 471111 • I WETLANDS / \ �t- i • _1 Z,,~z _, F 1 BOUNDARY o •— ♦ Y , ia H-M I I Coaa ' r I x 'r in O YZo I O �-S v .� o WETLANDS 013 In I I fMill#4 Muzcil 1 c+D BOUNDARY WATTLES PER DETAIL J w= ~�.•. WETLANDS / NJ 1 I� 1/R3.1 , a ¢ I 1 '`.• ` ` BOUNDARY r.--- ,../' 1 I Z t w 1 1 I 'MI I ,�'° I I x <yQ©W 1 O 1iit c Z O • ,/, ____ __ ..., j I „ 05 0 1.1.1 NI , / Z, 7 ./,/4) II .." 1:24 < CY) I i / I /Pf 4)b' 1\ 1(43 0 0 ,/ X r _. .� 1 cll.' r--- k.:.) WETLANDS / ,,L � P ! rUCTION ENTRANCE PER Ll.! 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REPR WCADODUCED TEAREPRKRIN WRITTEN PERMSSION OF AAI I i - i � �- ! w1 �..r� \ / i w. �•..IMS � w! wF i �• `�� w ' 1 1 ENGINEERING ND.I / DECO s 1\ REDWOOD 24' \ (�) ---- �„ N N ,� \ � 1.0 LO d ' I ) e CHERRY BN'' d a: \ PER DETAIL 915/R3.1 W I SHEET \ i4 ' � I I 1 MAP , • CHERRY 7' ik:1 1' i.15?...-___,*lH ' "."."*"'"X"-----X— -X DECD TI eDEC10 10" X X � . *paw 6' X X X X \ \ � , c3 Y6 CERY 8' NAD. � ,N ,o, uN_, \ �, ( "`� ' 1 R30 . - •• I teiili,iiiii,ir iii,ir„i,77„i,/ 17... ,-71" > . ! . NORTH GRAPHIC SCALE EROSION AND SEDIMENT CONTROL PLAN �°commins ,° 20 '° °° 0 — JOB NUMBER: SCALE 1' - 20' - c ' 08/18/2016 — BID PERMIT a1515s.11 1 inch .. 20 ft �cse PRO s� tNGINEFR /.. FOR FURTHER INFORMATION �S Fe. L' friP /I CHAPTER 4 OF CLEAN WATER , /�. ./ SERVICES EROSION PREVENTION p�� / I ANGLE FILTER FABRIC / -Ar PLANNINGAND SEDIMENT DESIGN MANUAL. P��0� c$5 Q :• � So'MIN* FENCE TO ASSURE SOIL IS TRAPPED �'�.k 7 OG QJ�,o P ••a • • qlee,Q� • et • p •• . • •`'•'.b' .' .?/• t t te" . • , • • s f RENEWAL 6/30/17 .•L+ Oo, ,ii // •_•� r , • d 4. r s•',,a:..6, ■ ■■ ■■ ■■ ■ • • • 0 __-_''i+r'�'` ':0 _= - 0 RADIUS = 25 MIN. • •o. •�:,p• ,•• A• j;p.• INTERLOCKED -=...iS,� tzio .rv,.': •._•-•_=•-•++." .p,•. .•off �• F s 2"x 2" POSTS 8 r,.. .1itt : CLEAN PIT RUN OR 3"- 6" CLEAN ROCK `4Ia`• 0'1 OC G0•5 PLAN VIEW •= o g 3 INIMUM 12" OVERLAP -""`: Q,��o•�� sslF' AND ATTACH NTS Z OF SEAMS. __ SUBGRADE REINFORCEMENT �C1G� * ce- eq m + + + GEOTEXTILE, AS REQUIRED A¢ as e . •+•+ •#•#•+•+•+ }•+•+ ENDS OF BAGS W > + + + + + + + + + + + + _ + + + v■ 1311 • �� s'r�PK:AL 8 MIN. USESTITCHED LOOPS `� W + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + + +• DEPTH •+•#•+ + + + + + + + + + • + f + 3' minimum OVER 2"x 2" POSTS NOTES: - Z s + + + + . + + ,• + + + ' + + + + +'+ Ri .•+•+•+•+• + +•+•+•+ •+•+ +•+ } *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope. • " - z + + + + + + •• t + + , + . . - • + « « + + + 1. BURY BOTTOM OF FILTER FABRIC 6 C7 03W + + + + + + + # + +� + + + + + + , + t + PLAN VIEW711 + + + + 4 -" + + + + _'+ + + + + + + VERTICALLY BELOW FINISHED GRADE. z = + + t + + t + } + + + + + + + + } NTS GRAVEL CONSTRUCTION �, » » I o�, +++++++. + ' ' # # + # p + } # 2. 2 x 2 FIR PINE OR STEEL W " , --- + « # + + f # + # + + + + + + } ENTRANCE CURB RAMP , 0# + # + + « + + + + + + + + + + + + + + + + t # FENCE POSTS+ + + + + + + + + + + + + + + + + + # + + + h +'+ +•+ + + + + + + + + + + + + + + + + + + + f - - • • +++ •+++++++} + + •++T+ + + + ++++++..\ +++++++ ++++++++ +++#++' 1 '` `d' c) ++f+ ++'+++++' ++'++#+++#'. '+ + + + + } + + + + +• + + a •• 111 PAVEMENT //���� 3. POSTS TO BE INSTALLED ON - r S +' . + +...+++++++++f+ `` '+++++++'+ w .+++ +'+.++ +.+++ +'++ +++++ 4 NMI •4j�1�� �_ UPHILL SIDE OF SLOPE. + + + + + + + + + + + + + + + + . r' + - + + + + " + + + .•' + + + + - - 4 d • '• �7f `. + + + +,+++++++, .++++++++++++++# # , ;- + +++++.+++ ++++++++ +1.+++++`` + + 4 4 ' s � - _ 4. COMPACT BOTH SIDES OF FILTER FABRIC + + - +++++++++++ + +++ + + + + + + +++r+ ++ + +++++ + ++ - _ ,•.:_;..,-..y,+:' ..,',',Sri• ..✓ .:'`.:w ,1�-r_N �;flh + + + .,+ « +. + + . . + +' + + �i - BIORLTER BAG \ �\ \\jam\/\\/�l\\//\\j\\�j ".`._• ., _,-.:... ,_ .,.,,•. -=. ir TRENCH. } f + + + + + + + + + + .. /lll\ll\fj\l/\lj\ll\//\l/\/\l\l\l -:- : 5, PANELS MUST BE PLACED + + + + + + + + + + + + + +'+ +++ + ,,„„..:-7 + + + + +"- + + + + + + + + + + + + I I 's*�:i /i�l� f�l% ,C``%.\>(\\ll\ll\l\l�l\/ '4 '..*::; : - •: D!, •' ► '` ` . ACCORDING TO SPACING ON ulllin�� �l� - + t + + + + ++++++++++++++ + +++++++++++++++++++++++++++++++++++++++++..• + I ;,, \ ,\/\ \ \ . .. + + I \,� \ � PR0r ILE DETAIL NO.940 !i 1= __ . + �. + + + + in au, a.•rx lu3 u � �;�f�:,;'... s. 0 ,• 0 � �- s �- ijf 1 s •. x vI' \// NTS _.r'-- .t••,•s,i 'nil 4n:Lwi'(e'. NSI,- rbc- NOTES: - BARRIER REQUIRED 0 TOE OF SLOPE, 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF 41 :+ 40:0 SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN ••••• •••••••: