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20-105047-UP Civil Plan Set JSE-10-29-2021-V3© AP CONSULTING ENGINEERS PLLC 2021 \ -D - - Q -- -\203. 45 204.3� CATCH BASIN INSERT a- _ Q--- 203 g SILT FENCE MAINTENANCE STANDARDS PER DTL 21C2 (TYP) Q- 2 20,3` Q 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY tiC 1 \ X G CATCH BASIN 56 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A 197.72 \ ^ O STANDARD GRATE SEDIMENT TRAP OR POND. 9 7. 3 \ 0 j RIM 202.41 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF FENCE CLOGGING AND ACTING AS A BARRIER TO '9 1 \ • 2\_ 30 FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR 1 2f/ CONC NE 199.54 IE 204. 2 7 REMOVE THE TRAPPED SEDIMENT. • \ P FR12 CONC SW 199.53 IE I 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6INCHES HIGH. 796.,36 rrl ' 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. • 198:01 - DECAPITATED GUARD RAIL N52`2956"E 144.88' 195 r_199.65 ..7 - �_- - UAR _\1 202 20 19 - •---�- �7 2.6 1� 8. 15 __ -- - --- ----- - 1 19 .2 7 - - - UGP '- -- -- 200.- --- -- - . - 68 2 • 04.43 96..34. I F / F +'JGa F �9 4�UGP F - • U8P - - UGP -• 201.06 ��202.1g 202.49 202 • - _F Q -\ 3 J --_�� ` 1 F 77�F F U-r�A--- F �.•-IdC6P � ��- EXG POWER VAULT F202- 197.27 • 25 201.45 201.74 201 2 202.7g r \ o � 19 FILTER ABRIC FENCE 20 "xZ' BY 14 Ga. WIRE OR QUIVALENT, IF STANDARD TRENGTH FABRIC USED AFABRIC CV • 1 g8. 43 1 7 9 R DT VC2 2. 85 LIMITS OF DISTURBANCE1I- 0 99.93 9.t� • 22,009SF �/. ,II�II • 195, 52 ' 1 197. 2 /� CONTRACTOR TO 202.4 ( ) • 203 86 I 6' MAX. MINIMUM 4"x4" TRENCH N 0 J� • 19g.35 • 200.66 • 267.56 • 201.61 PRESERVE&PRQTECTEX6 20 3zi /2 205'18 `- POST SPACINGM�EINCREASED I -I BACKFILL TRENCH WITH POWER . 35 . 04, g 6 I4"-1.5" TO 8' IF WIRE BACKING IS USED WASHED GRAVEL 797.62 / 202.72 I NOTE: FILTER FABRIC FENCES SHALL BE /.,3 ^ � 3 J �203,60 2 x4" WOOD POSTS, STEEL FENCE 1 9 • 2 02.26 20,3. E 0 INSTALLED ALONG CONTOUR WHENEVER POSSIBLE POSTS, REBAR, OR EQUIVALENT 1 203, 0 204.54 / oN 206, P pF�CE 204.14 204: �4 1 FILTER FABRIC FENCE 20 = 79 .81 6, 5 C2 NTS 1 \. 5 6 • 196: 43 7 9 7• 198 \ 200.()4 203.65 / 20 .59 o• 199.04 204.44 2 i g 1 \ 86 / 200 \ \ • !01.12 / \` I ��. CATCH BASIN GRATE 5.42 a C7 N NOTE: THIS DETAIL IS OVERFLOW I i I= ONLY SCHEMATIC. ANY 19 7 45 / � I • 198 \ • 201 3 _ _ • 02. ' I SOLID INSERT IS ALLOWED THAT 200.7g 2 p ' _ I HAS A MIN 0.5 CF OF a \ p WALLS ii STORAGE, THE MEANS TO 42 EXG CATCH BASIN a - I - /STANDARD GRATE • 1 7,62 p ` FILTER MEDIA _ I , DEWATER THE STORED RIM 195.93 N �o p ?\ 64 FOR DEWATERING = I (_ SEDIMENT, AN 8 CONC NW 194.02 IE 1 • / p �: I OVERFLOW, AND CAN BE „ N I 19g • 200.07 CONSTRUCTION ENTRANCE p • 81 6 EASILY MAINTAINED 8 CONC SE 194.06 IE u, PER DTL 3IC c,; I • 7 9 .89 • 2 v ' z 205 \ • POROUS BOTTOM f 70 195.99 � • 199.2E ,- II / 199.95 \ EXG CATCH BASIN cn o 201. \ ! . 201.45 \ �. STANDARD GRATE ` 204. RIM 195.73% �\ 1 4> 2 CATCH BASIN INSERT 12 CMP N 194.35 IE J • 1-9\ 12 CMP SE 193.01 IE 197. I • 82 NTS ' �1961P7CONC SW 192.98 IE 9 \ �` 204.30. 205.do I 8" CONC. N'l/ )C ,n.93 IE r'o �� 204.69 3� 20 12 1 CONC NE 192.88 1E � • 196.34 ', � � . � , { 2 5.23 796.41 201.52 '\ 20 .5 \ \ _ 205.65 SAWCUT & RPtMOVE , • 204.. 61 • 19 7.54 - _ 201 _ \ � EXG ASPHALT I \ 199 \ ♦ _ - 52 204 \��" STABILIZED CONSTRUCTION ENTRANCE MAINTENANCE STANDARDS � • . 33 � � @ 1 FT INSIDE � I • 1 9 9 33 EXG ASPHALT \ ' 71 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. \ • 2 00, 20 - - y. 201. 48 I 204. 56 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO 196,70 • \ \ • 201 61 ►�- ' KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE • ' DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN \\ • 2O 1. Q6 �R.204.37 AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. / \ Fq� 20,3.82 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT 8 0 /� CATCH BASIN INSERT \ ' • I COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS 1 g 6 PER DTL 2/C2 (TYP) • 2 02. O4 2 03.4E ' \ SRO NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD * 2.9 1 5' 72 \ • 198.77 �� , 201.36 u-' ' 204.09 �9,1 ' THEN BE WASHED INTO THE SUMP. E F\ • 196. 7 7 \ ' 1 y�rq� `SSG 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. • '. REMOVE EXG CB 9 8.51 • 19 9.92 ' �(��i Cil O N 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING (SEE \ AND PIPE \ 20 .. 7 3 Y " SECTION D.4.1) SHALL BE INSTALLED TO CONTROL TRAFFIC. \ --- ' 203.65 -� \ \�6.4 p 196.251 Q COORDINATE REMOVAL OF 2Q3' 25 • --�� � • • 8. 99 EXG WM WITH LAKEHAVEN ' D 5 19 SAWCUT & REMOVE EXG 203 1-- 204 AS PER KING COUNTY ROAD STANDARDS, 195 6 EXG CATCH BASIN WATER & SEWER DISTRICT 15 26 `!-- 1 SOLID LID DM APPROACH. 19 g 09 t y�W PO DRIVEWAYS SHALL BE PAVED TO THE EDGE -�•� OF R-O-W PRIOR TO INSTALLATION OF THE • LIGHT STA W 000NSTRUCTION ENTRANCE �W\ 5 (� F96• g _ F RIM 196.28 i98.32 • 24. 42 F �� -�0 -� v\'�'Z8 �9�� Ey�S��NGR DAMAGING OFF THEROADWAYOAVOID F - --3. �� IT IS RECOMMENDED THAT THE \ W Q- ---"�---� 12 �IvtP I -SW E R=531.09 20 _ a F , • 0. 7 _ D R=25'MIN. �,, "' - - -• ' 196, 4• " , ����= �------- F 0 = 20°03 19 _----- � Tom,..-•-- . .262. •7 . " � • �- ENTRANCE BE CROWNED SO THAT o - VV - 3' _ _ _ 89yvaTER--M R F IF--185 9$° F F Fes_ -� - Q -�O - ? �fJ\ ��v ® 204.68 RUNOFF DRAINS OFF THE PAD 94.45 \v D _ y 19g-- - - =4' - - - v • D v_ 04.50 D vs. AC MAIN(REF)W -- ~1 �� -.- 1 'm•-•yam ----Q- _ 199. 200.3�'•. 200\2 _--- - --� 'oo W7 9$ 7- DRIVEWAY \ �� v ® 02.64 V. ) ` SAWCUT &REMOVE EXG v .._ 2 2. DR! VEyyq Y CD_ T - v a D j a'-- D1W PROACH. INSTALL DRIVEWAY CULVERT IF THERE 1 9 7 IS A ROADSIDE DITCH PRESENT, AS 3o L \v-- \ - - - bRIVEWAY CU7 \ 2O5 PER KING COUNTY ROAD STANDARDS SlW wH/ 1 g 7 98 \ 199 . \ / 00.44 / O 3 EXG CATCH BASIN \ SAWCUT&REMOVE EXG \ ' \ 4°-8"QUARRY SPALLS o \ SOLID LID DMAPPROACH. I 197.\ �\ RIM 199.25 EXG CATT ASIN 203. 205.75GECTEXTILE 12" CONC NE 195.86 1E SOLID LID I ' S\ 12" CONC S 195.88 IE �/ RIM 200.1 E 96 12" CMP SE 197.23 IE V 12°MIN.THICKNEss ���ONr .4g 19�3.6 \ PROVIDEFULLWIDTH A INGRESS/EGRESS AREA j 5 200.79 201.6\- i _ CONSTRUCTION ENTRANCE 19 771 \ ' 2 04.1_ Q - C2 NTS - -o--- - - SOUTHWEST )20TH STREET \\ - Q- Q - 19g - Q Q- 25 200. 7 202.28 Q - EXG CATCH BASIN EXG STORM DRAINAGE MANHOLE - -Q - -Q- Cl- - 2 -Q- STANDARD GRATE EXG CATCH BASIN RIM 197.55 - - -Q- - -_ Q_ - RIM 202.93 STANDARD GRATE TYPE II - - RIM 195.53 LADDER SOUTHEAST L=856.11' EXG STORM DRAINAGE MANHOLE EXG CATCH BASIN 12" CMP SW 199.60 IE °° 30" CMP NE 189.78 IE A = 85'35 30 RIM 202.18 STANDARD GRATE GRADING QUANTITIES. 12 CMP NW 192.33 IE R=573.09 LADDER SOUTHEAST RIM 203.12 12" CMP SE 192.16 IE 30" CMP SW 185.59 IE 30" CMP NE 194.43 IE 12" CMP NE 199.55 IE CUT: 294CY ? ? NW ? IE 30" CMP SW 194.82 IE 12" CONC SW 199.47 IE FILL: 630CY ? ? NW ? IE UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. W TESC PLAN SCALE. 1 -10 S 0 5 10 20 30 UNIT OF MEASUREMENT IN US FEET :......................... ■ruuuuuuuuuuo■ ■■■■■■■■■■■■■■■■■■■■■■■■ ........................ uuuu■uuuuur.n JOINTS IN FILTER ....................... ■■■■■■■■■■■■■■■■■■■■■■ FABRIC SHALL BE ■■■■■■■■■■■f■■■r■■■■■■ o■u■■u■o■uuuum ■u■■ruu■ SPLICED AT POSTS. L ■OBOE ■■■■■■■■■■■r USE STAPLES, WIRE ■■■■■■■■■■■ir■■■■■■■ ■■■■■■■■■■■■■■■■■■■ uuu■uu■■uuu RINGS, OR .................. ■..■ EQUIVALENTTOATTACH FABRIC TO "11 111 11 ll 11 11 11 L ■■ u xu sill ■■ .............. ..............■. ............... u 11 �� I� (THESE QUANTITIES ARE APPROXIMATE AND ONLY FOR USE AS A ROUGH GUIDE FOR THE PERMITTING AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING THEIR OWN ESTIMATES FOR THEIR OWN USE WHILE PREPARING A BID AND FOR ANY OTHER PURPOSE.) w J F- F- W w r n rn� z V J m � m WZ N x W W a Z WM L � 0:4LO J M r- LO u F+i U 12 CD a> c c S W J a' 411k 0 U w U Q Q Q w III 0- Lu W W U) H M co o L0 d- cy') z 0- rU� V J W 432I 1 ° 9 W' �.� GIST, �sS ONAL DATE 09/14/2020 DRAWN KL CHECKED AEP JOB No. 2019013 SHEET NO. C2 © AP CONSULTING ENGINEERS PLLC 2021 ad 19 s PP i / / / / / / E/XG CATCH BASIN - /STANDARD GRATE RIM 195.93 8" 9ONC NW 194.02 IE 8' /CONC SE 194.06 IE ®G �. EXG CATCH BASIN STANDARD GRATE RIM 195 73 12" CMP N 194.35 IE C� 12" CMP SE 193.01 IE 12 CONC SW 192.98 IE 8" CONC NW 192,93 IE NEW IE (NE)=193.01 , x � 9T �F CYOLo 96 x tigNo/xo � 0 '�.. uw _" v L_/\V Uf_% I \..iI I U/-N JI1V STANDARD GRATE RIM 195.53 12" CMP NW 192.33 IE 12" CMP SE 192.16 IE UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. W (MATCH EXG),P EXG POWER VAULT o / / 203.35 (MATCH EXG) 5 �o� s 203.64 (MATCH EXG) 2 204.04 TOP 203.54 (FC) ' 2016'(F6) 203.60 (MATCH EXG) . e 203.'39,(FC) ot"P o ' 203.40 203.58 (MATCH EXG) \. 97 V 02 94 ; .-203.50 203.00 TOE 7 ' TOE 1 0 202.E TO � 203.53 (MATCH EXG) RCEL � PP 10390B4 132 06 �1N IREF� svo /. / 205,76 TOP F,1fq / 205.26 (FC) 4rj (MATCH EXG) w J F- m 0 w LU w w (13 O C!� LW// V ) W F- Q U) 0- ZD �3 Z J C!) W I- 06 Z ILk14YYl- I.7l.JV IE(NE) =197.50 �. .. .... ��.. ..�. L_/\v v/1 11.1 i- LJm_� 11V RIM = 200.98 SOLID LID - - - j -. I -- l- I- PERMIT TAKU UKHIIV .._-__. _.__ _ RIM = 201.69 MATCH NEW / 6g co o O a IE(SW) = 197.76 RIM 199.25 EXG CATQ_H� SIN SOLID LID I IE(SW)=198.66 GRADE / / %� �„cn -WO �0 - IE(NE) = 197.76 12" CONC NE 195.86 IE _ u W o 12" CONC S 195.88 IE RIM 200.10 i / ?: - Ja _- / j �„ CMP SE 197.23 IE a ! _- Q - EXG STORM DRAINAGE MANHOLE RIM 207.37 _Q_- SOUTHWEST 326TH STREET i i - Q- � - LADDER EAT SE _ _ 30" CMP NE 1199.58 �_- - - G - -____ - 0- 30" CMP S W ? I E - -G- --G_ EXG CATCH BASIN 12 CMP SE 201.83 IE EXG STORM DRAINAGE MANHOLE _ - -G- -_ _ -G - Q� _ STANDARD GRATE RIM 197.55 TYPE II - _ - -G- - - -G- -- = RIM 202.93 E. A l9 LADDER SOUTHEAST L=856.11, EXG STORM DRAINAGE MANHOLE EXG CATCH BASIN 12" CMP SW 199.60 IE 4P�oewAs ® = 85`35 30 RIM 202.18 STANDARD GRATE G� 30" CMP NE 189.78 IE R=573.09 LADDER SOUTHEAST RIM 203.12 M M 30" CMP SW 185.59 IE 30" CMP NE 194.43 IE 12" CMP NE 199.55 IE N!E 30" CMP SW 194.82 IE 12" CONC SW 199.47 IE d p 1� ? ? W N ? E I 43211 �' GISTER� ti �s IONAL ti 00 Z m a N X 0 m 0 a_ M t` v r` M M U w o, cn cn 0 U Q) w U a Q DATE 09/14/2020 4 GRADING & UTILITIES PLAN DRAWN KL SCALE: 7 =10' CHECKED AEP JOB NO. 2019013 0 5 10 20 30 UNIT OF MEASUREMENT IN US FEET SHEET NO. C3 Q Of Lu 0 LLJ LL Lu W U) O N M O M 0 AP CONSULTING ENGINEERS PLLC 2021 AF UUNJUL I INh tNUINttKJ YLLU LULI