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APPROVED PLN ENG STM BLD2020-0995 2020-11-03_Mazda Service Center Car Wash Permit Revision_CivilPORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. 377.43 3 I 9 0 377.30 221 ST STREET SW � I � FND 1 2" REBAR W CAP 1 �$1' N8vy,9'O6'32"W 4W.83' ^� w �$' W W ���� w W 376.09 h°� 37w.o1 I / \ / LS 18077 0.08'W X 0.06'S I 5 ASPHALT WW W F ^ / I o / 3-9-15 I �6L 5� N\ 15 FND 1-1/2" IRON PIPE I 1% / 381.34 3 �y6 �� ���' �' PINCHED 0.20'W X 0.08'S / 37801 4' CHAINLINK FENCE x37 o x -fix �,�`'' 375.61 3-10-15 I / 16"1a I 4" FIR ® R 4' CHAINLINK FENCE 6 VERTICAL CURB - _o. _ _ 376.66 6 73 377.55 54.00'--- - - - - - - -- �� -1oE SWANS ADDITION / � � I EMLOCK 85.01' 316.3� I / 7 p CONC. WALL FND 1/2" REBAR W/ CAP 41 �, x 8" WIDE p. I 31145 VOL. 16. PG. 110 I "GROUP 4 LS NO.9435" / aN 0 ORCK a CONCRETE ? 376.77 -/ CONC. WALL / M 6' WOOD FENCE 5' HIGH 372.02 6" WIDE 2' HIGH I AT CORNER 5-4-05 5 C NCFdET 4 FIR z -- a 8" CONC WALL CROSSES I EX SSMH / 6' WOOD FENCE 376 pa / PL 7.2'S OF NE PROP COR. I 7" CHAINLINK FENCE CROSSES �� TOP=354.05 I' C- 7' CHAINLINK ENCE I� I PL 3.98' E. OF PROP. COR. �5� z IE=344.32 CTR CHANNEL a"FIR / 03 1.4S 0.1'E OF PRqP.COR. I ��°� + +�y69° (IN N, W, OUT S) / w FND 1/2" REBA W/ _ HOU IN INE _ o'� INE INE mim mm�L INE INE MIN mm��Nml INN INE INE INE INE INE INE INN I _ 5' CHA LINK FENCE CROS S \ / 0 `'6� �,h5 // I Q 26 9 E X 0.07' OF SIN s" FI \ o0 7' CHAINLINK FENCE � / PROPERTY CORNER 7�$ �^y' y369.9h I o 6��$ ab I ' �� zx 3 ASPHALT 10-27 05 ��. 4 1 PLAT 0. 3' 5$' N89'06'13"W 325.83' 42 ° 3 / 019° J Ir FIR 3 E OF BD. x�.� lL- 357. S`'�� - - W + �� Z FOUND 1/2" REBAR W/ ' m 11 381.s1 38156 �� / �00' ND 1-1/2" IRON PIPE FlR",367A9I�1 3 55.379.07 �9' Z: 5�6 AT CORNER. 10-27-05 FIR I CAP "C&C LS 18077" R 24" FIR N89'06' 2"W �� ND 1 2" REBAR W CAP FIR NOTE: HELD PLAT IN TI S / yU AT CORNER 10-27-05 3 ° x / / AREA, OVERLAPS SUBD. LINE �� 5"W00� ` �5 GROUP 4 LS NO. 9435" / ;I / ' ALL CURBS EXTRUDED s .1 FENCE „ �A5 x �Ax CORNER 5-x -0 x "FlR _ 9° / EX CB TYPE 2 48" UNLESS OTHERWISE NOTED ti I PEDESTRIAN WALKWAY W ' 6 " FIR / g�`'' -TOP=354.17 , 5 I r' 2% MAX CROSS SLOPE �.� I ° s •.:. 60` +� W FIR" R + So�b6 �9y� 1 I / ^� / CHAINLINK FENCE I5 0.4 S E=349.88 30" CMP 5�A$ 5bo ' I FENCE CORNER IS EM SHE AMENITY SPACE 0. 'W 0.2'W OF PROP. )MR. + 70.18 +355.81 61 + \ ' FIR W / o.4'N x o.2'E o ® PER ARCHITECTURAL � 6, •�� �• � 5�:� I'o 91 C 8 HEMLOCK ^� 8" EMLO 'S 3 m ` c 4- CD r PROPERTY CORNE a" HE 1`'A R . A EX CB TYPE 2 48" / ' TOP=352.89 � <� ® / Z 9.19 368.05 367.9' r- Mq PLAT 0.16' ' _ E K NLINK F HEML E OF SUBD. ' -�5^ IE=349.12 30"CMP NW ASP ALT _ _j V) MLOCK I \ IE=349.01 30"CMP S Q ' CL a / EMLOCK 2" �. - i y�05 / "SEQUOIA EX CB TYPE 2 48" \ p L ph N� I 10" HEM 0 9 1`O' \b .. : ; '� / / SEQU01 2" <jN�° 3 ' 3 Q 3 H�$ '� S HEMLOCK 1 = _ 20 HEML 42" FIR a° FIR x 0 SITE STAIRS ® �' ' Q SEQU IA ® 30"CMP W IE=349.40 / 30"CMP SE ' LOCK FND 1/2" REBAR W/ C, 0 � 376.13 UP 4 LS N0. 9435'" � � i i � � 3F'7'6.7 '+' ' / \ i / ASPHAL ASPHALT PAVEMENT •-05 I / I 301' 0°'S / ' ' s .: :'.' %, '• \ . 353.40 3 SEE SHEET C2.21-2 TYP A PROPERTY LINE Pa/rvr srRiPE P4//VT STR/PE A SEPARATE R W CONSTRUCTION ' ' ' ' ' ' � q ' ' ' / � � �377%s' ' ' ' �y '' � ' � ' CROSSWALK PERMIT IS REQUIRED FOR ALL CROSSWALK�'; ;''• :y'.' h I FOUND 1/2" REBAR W/ CAP STRIPING WORK WITHIN THE CITY R/W. "GROUP 4 LS N0. 435" STRIPING I F - � A T CORNER. 5-415 - - - - - - � _ - - J FIRE RISER ROOM / / / (1) ADA PARKING STALL v ' �/�� FE ' I 4' CHAINJ41< FENCE IS 0.6'� WITH 8' VAN STRIPING L X 0.1'� OF PROP CORNIFR ' ' 8 STALLS ® 8.5 x 16.5 I I$ I o 3 ^��o I '� 25"TALL LOADING DOCK I EXTRUDED CONCRETE CURB / / I SEE SHEET C2.20-2 ' ACCESS TO LEVEL 2 I I I UNDAI IMPROVEMENTSLESERVICE 3 NDER EX CB TYPE 1 �� -I ;:y: ; ,.•:ti BP BLD20190120 TOP=378.41 IE=374.57 I �� 8"RCP E 1 3 3 .. ..% ., .. i 4" WIDE WHITE GRID J & 1 ROLL -UP DOOR I I- MATCH EXISTING ASPHALT o/ , SIGN ' BLOCKOUT INTERSECTION ® STRIPING (TYP) N: 9369.56 NEW MAZDA I I ' / 4" WIDE PARKING / i ' / / EX SSMH ' 3 E: 10202.66 SERVICE BUILDING I I I STALL STRIPING / / / / TOP=351.81 EX CB TYPE 2 48" 1 I LEVEL 1 FF=358.60 I I /� :;,: TOP=378.08 IE=373.22 LEVEL 2 FF=370.60 I I I j /� / / 3 (IN 3N,2OUT CS) CHANNF LEGEND 8"RCP E IE=372.22 0 3'E 3 I I EX CB TYPE 2 54" 12"RC W IE=371.76 3 377.70 + 177.4 GRADE INVENTORY STORAGE CONCRETE ACCESS RAMP I / TOP=353.91 s 12"RCP S IE=371.96 ' I I I 3 TOP INSIDE C6=353.44 PROPOSED CONCRETE PAVEMENT 12"RCP N � � AREA SMOOTH AND FINISH W/ (SEE ARCHITECTURAL PLANS) EXTRUDED CONCRETE CURB ' • \ I I I RE -STRIPE PARKING TOP OF 12"CMP STANDPI PE=352.6. ' CRUSHED ROCK SURFACING 4 STALLS, - - - / ry. BOTTOM 12"CMP STANDPIPE=346.61 w o T SEE SHEET C2.20-2 SEE SHEET ' �°' 3 I I C2.01-2 (TYP) q 8, IE=346.50 30"CMP W ' 3 w `V MATCH EXISTING I , 3 0 ' B C I ` o 0 0 0 0 0 0 0 o I S, �Q / IE=346.43 30"CMP N PROPOSED ASPHALT PAVEMENT Q C2.10-2 C2.10-2 Ex rR d ' / IE=348.45 12"CMP SW TOP I \ ,35 z IE=348.35 12"ADS SE I 30 C -I 0 3 3 i I VEHICLE INVENTORY INTERSECTION C ON STORAGE I / PROPOSED GRAVEL ' 371 3' TYPE III STORAGE AREA N: 9206.92 ENCLOSURE \ E� 34951464 L �34g,035- 54 - \ / ' 3 / ' 3 LANDSCAPE I -D E E: 10200.2 D ROLL -UP DOOR GRID A & 5 D INTERSECTION IMPORT TOP SOIL PER BMP T5.13 & HYDROSEED PER BMP C103 7 I C2.10-2 E: 9205. 28 I / ' a �� TOPCB3TYPE 50.89 1 (OR PER LANDSCAPE PLAN) ' 3 3 I CONCRETE BLOCK RETAINING IL DI FD 3S6 FD ' a 3��IE=348.25 12"ADS NW ' N WALL (DESIGNED BY OTHERS) I�j � Pm o ' $❑ SITE LIGHTING PER ELEC'L PLANS M C, / \ / I • FD APPROXIMATE IOCARON OF SEWS' Z I lh�`/ - L/ ' LINE PER AS -BUILT PLANS FROM THE CITY OFEDMONDS 3 " / VEHICLE &PEDESTRIAN � 3 LAJ Q GUARD RAILS, SEE SHEET ° o �- 3S6 0 ,� C2.10-2 OIL STORAGE FENCE PER ARCHITECTURAL PLANS w oo FND 1/2" REBAR W/ CAP ENCLOSURE ~ �, NO. 9435 APPROXIMATE LOCATION OF GAS �F'' 3 - - LINE PER AS-BUIL T PLANS FROM 3 C° R N F PUGET SOUND ENERGY FRONTAGE IMPROVEMENTS ' '/'/' FD FD INSTALLED UNDER BP ' ' ' ' � � � � F � • .. � � CONCRETE VERTICAL CURB " o ' #BLD20171119 ' ' ' ' ' c2.10-2 r FD 3 3 :' 0 0 EX CB TYPE 1 - ' (2) ADA &PARKING ' ' o 0 0 0 0 3 .01' �- / . ` FD FD J TOP=348.49 ' --- - - - STALLS ©9 x18�' D FD FD IE=344.74 12"ADs w - - - - - ASPHALT MATCH LINE (MATCH ' �60 (-C 6' cH / A o ' o"w os.32' 3 0 FLUSH TO EXISTING ASPHALT) APPROX/MATELOCAAON WATER I ����/ METAL CAR WASH CANOPY c2.10-2 LINE PER AS-BUILTPLQQQQQQ111111PPPPPP555555FROM DESIGNED BY OTHERS DUMPSTER ENCLOSURE L T ,� - - - LANDSCAPE BUFFER LINE THE CITY OF EDMONDS ( ) I 6' CH INK FENCE CROSSES INSTALLED UNDER 10 ' ? 3 = I PL 85.1' E. of PROP coR. BP #BLD20171119 EA MAZDA SALES BUILDING00 ' z Ln " I +369.81 NE M/ I IMPROVEMENTS UNDER / / moo) =N 3 BP #BLD20171119 �0 3 / PROPERTY LINE 3' TYPE III LANDSCAPE BUFFER ��A I / FRONTAGE IMPROVEMENTS C2.01 -2 I 3 �a INSTALLED UNDER BP + BUILDING GRCTUR S ' #BLD20171119 SEE ARCHITECTURAL PLANS � � � � � �I_ � � � � � � � � m � � � � � � � � �0 I � � � � � � � � � � 31)-Ou �,� ASPHALT IEO 345.8199 2"RCP W I IE=345.81 12"RCP E 4' TYPE IV LANDSCAPE BUFFER NOTE G ` FD FID / EX CB TYPE 1 GATE %\x _ _ _ _ _ _ _ _ _ _ _ - "' 3� / rYPL ALL EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT ❑® TOP=346.79 FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED I TOP=353.40 � Q � 7 EX CB TYPE 2 48" I IE=350.98 12"RCP E I� G SS IE=344.36 12"DI AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. TOP=370.25 I �° V SET G4 TACK & SHINER 5-4-05 IE=363.81 12"RCP N " - - - - - - - - - - - - - - - - - - l A SEPARATE R/W CONSTRUCTION PERMIT IS REQUIRED FOR AL -------------------352.44 - - --\ WORK WITHIN THE CITY R/W. N89°06'30"W 90.54' 5 09' / EX SSMH Lij5°a BREAKER BO TOP=346.94 N° moo, / IE=338.74 CTR CHANNEL IE=343.89 DROP N o ' 346.88 3 (IN N, OUT S) 20' EASEMENT FOR INGRESS, °�° � EGRESS AND UTILITY PER SP � B�j�O/�/ /T EX SSMH I RECORDED UNDER AFN co N G a TOP=346.78 Lri 7903130264 / a IE=338.57 CTR CHANNEL � / (IN N, OUT S) I � / EX SSMH CALL BEFORE o / 3 TOP=346.40 I z / IE=338.31 CTR CHANNEL / (IN N, OUT S) YOU D;G 811 I / 0 15 30 60 HORIZ. Fm Scale In Feet UNDERGROUND SERVICE (USA) LEGEND o O O o N CV N N O) O� O O O O W n1 04 N N I- M m ON Q O N C4 N O z z z O z Q Q z N��Nmm� ��>>0- CD � LJ Z_ i= � Y W �ofofIYLYofp El_ 0 EL � [1- Ion m m O O z Co N CD OL O CD N 5 LL Lm B Li- co 0- O a) > 0 Q 0 ITON F IONA����,�. 1110312020 U W o 10 - Q < L(� O O7 U U w I cn LLJ O O m U Ln p0 00 U LC) C14 Ln 0 3 Q m 0 � Q 0 Q c� Co 06,0 = o�� O_ W C3 � 3 z=o LLa Z Q CD 0 fV � O- Z O o N Q N W U L L.L W Q ---- z W = � U _ w C) U Q \ LL w U V ) Q 0 Q CV 2i CAI V z_ 0 Q V 0 z Q V z_ Q J J W O C2.00-2 PERMIT #BLD 20190887 GRAVEL ACCESS - - - - .49 W=360.04 W (2) CONC. STAIRS 1Z5`8 3 I BLOCK OUT STRIPING FOR 367.41 11.50% 360.01 w N 4' CHAINLINK F h 14.5 ' ° / r �,_ c ACCESS TO INVENTORY 369.39 369.23 362.06 361.08 - MATCH EXISTING GRADE , STORAGE AREA 369.52 �� ad, 358.7 c� 3 I 8'5 � M1 FIRE RISER ROOM 36604 N FLUSH ASPHALT/CONCRETE I �P' 2 , FF ELEV= 360.06 I I ! I TRANSITION '�� I I 9 6 29 4.03, 5 / 369.31 0 3 r \ c 368.58 368.50 1.50_% 369.16 ' . ' LEVEL 2 1 I I I 50 FF=370.60 FF=358.60 358.58 I i �`°• 369.04 3 (4) RISERS AT 5" TALL 370.58 SEE ARCHITECTURAL PLANS 3 � FOR STAIR DETAIL 25" HIGH CONCRETE /370.55 LOADING DOCK 3 TOP EL=370.58 I I I ASPHALT SD I PROVIDE 24" WIDE THICKENED 370.58 BOTTOM EL=368.50 1 I I STORM L 3 SD / as WHEEL STOPS PER DETAIL I 1 I I 4 ON SHEET C2.21-2 (TYP) ASPHALT EDGE TOREINFORCE FOR VEHICLE N 3 I I 4" THICK CONCRETE WALKWAY TRAFFIC (ADD 2" THICK HMA) --- 37o.st 4" WHITE STRIPED WALKWAY -J_ 0.3E SI OPFD AT 97MAX CROSS SI OPF 358.45 ,5 SEE DETAIL 2, C2.21-2 RIDGE LINE - 377.70 37 .95 + 3 177.4 N � O Y Q 4" CRUSHED SURFACING A SEPARATE R/W CONSTRUCTION w PERMIT IS REQUIRED FOR ALL 0 I / TOP COURSE OVER WORK WITHIN THE CITY R/W. COMPACTED SUBGRADE v / v 3 376.10 3 5 3 � v N � 3 � v � O 3 0 z BLEND SURFACE GRADING TO MATCH EXISTING GRADE AND ACHIEVE SMOOTH I- p CONTINUOUS SLOPE � I I 3 I / Co 3 C) � / 3 NO / FIND 1/2" REBAR W/ CAP "GROUP 4 LS NO. 9435 \ I o / I 6' CHAINLINK FENCE IS Eof o IS l 1.3' S. OF PROP CORNER 3 .0-1 ■ ��' - - - � X - --3 3 6' CHAINLINK FENCE PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. N - - - ` \ FNU 1/2 HLBAK IN I �� I IR CAP "C&C LS 18077" I PL 9.05' S. OF PROP. COR. 1 _ 3 / \ I \ \ I 100 7' CHAINLINK FENCE Q a ° 3�2.26 0.09'E X 0.07'N OF 36" FI o PROPERTY I �� �369.94 1 I o 6� ``� �5 I N °I ASPHALT �00 I �1�' /� x1-o5 F "FIR E OF LAT 0 BD. x x x x _ x N89°06 13 W x325.83 x �57x x - o 381.61 381.56 L / I F 1-1/2" IRON PIPE I I " FIR Co 367 49 x I - -3 Z AT CORNER. 10-27-05 V 11 F ° 1 + 379.97 I 54.00' ��o E "FIR I IL �aO� • 1 I �R NOTE: HELD PLAT IN TH S 24" FIR , 3 Q ° N89°06 32 W �, AREA, OVERLAPS SUB[/ LINE \ 3 010x / FIND 1/2" REBAR W/ CAP �TWOxD�j "GROUP4 LS NO. 9435" OHP 0 P � \ C 1J -- / off o oHP �� / AT CORNER 5 4 "FIR CHAINLINK FENCE c� 81.14 FENCE cn Ix x x x x x o � � �' / / EX CB TYPE 2 48" FIR �; / THE CONTRACTOR SHALL NOT I o I '�rk /­Z�Xj �TOP354.17 IR DISTURB ROOTS OVER 1 "0. 'S00'8/06 5ti �� COORDINATE WALKWAY INSTALLATION CHAINLINK FENCE IS 0.4'S.88 30" CMP E .78 EffFzE-SW FIR +��0WITH ARBORIST TO PROTECTOF PROP. COR.EM EXISTING TREES � CONCRETE WALKWAY+ 00.18 +355.81 SEE SECTION EFIR ®8" HEMLOCK 8' ON SHEET C2.10-2 v" MLO : 5 ASS ��R. A JCROSSWALK STRIPINGSITE AMENITY SPACE, SEE ARCHITECTURAL°0 Mx .19`rnN 3 ED Z 9.19 PLANS. INSTALL W/ARBORIST SUPERVISION! 'PLAT 0.16w ��0 �I TO PROTECT ADJACENT TREES�cEG 1 I��v�P SEE SHEET C2.21-2 / MLOCK FF=367.50 "HEML BAR E OF SUBD.� Q / FOR ADA STRIPING EMLOCK / I / 5 `�oe a_ �' J a rk� / & SIGNAGE GRADE �� / SITE STAIRS 10" HEML 2 N cn Q O' 1F \ /64 / 1 2„ LL E Q �, +S� @ 2% MAX SLOPE ® HEMLOC�t TOP STAIR EL=367.15 / / SEQUOI 20" HEML K 42" FIR �\ j5�° °x BOTTOM STAIR EL=364.65 Lu ���4" FIR (STAIR DESIGNED BY OTHERS) ® \ - �5`� " Si IA / 3 ED HL*fvILOCK FIND ® SEE LANDSCAPE PLAN 376.13 "GROUP 4 1 c Nin 'aa��" .? i i 367.67 +' / \ \ 1 SD BUFFER IMPROVEMENTS AL 3 TYPE III \ „ IR \ I , + 354.E SD �s O� LANDSCAPE CONCRETE RETAINING WALL WITH - / PEDESTRIAN GUARD RAIL SD 353.96 30 01 _ �°�' BUFFER (TYP) GUARD RAIL (DESIGNED BY OTHERS) '\, • ; ..� \ .�\ 5D PA/rvr Sri/PE PATCH EXISTING ASPHALT ° 1� MATCH EXISTING GRADE PER GU-410SEE b. T/ ./ Sow , - - _ C?o i i dt KEEN E �� / / / / / SEE LANDSCAPE PLAN / SHEET C2.20-2 i �� P 5 5 -/ +/ / \ rk0 BUFFER IMPROVEMENTS 50 e� - +�.t9 �I ' , ' . ®, . j v,. MATCH FLUSH TO / CONCRETE EXTRUDED CURB s FOUND 1/2 REBAR W/ CAP I ' �� i TOP OF CURB SEE DETAIL TR-522, S� "GROUP 4 LS NO. 9435" CROSSWAL ON SHEET C2.20-2 • 3 AT CORNER. 5-4-05 1 / / 3 --- -----�---------- G-------- TW-361.58 STRIPING i i / , • FD N A 1 MAINTAIN EXISTING TW=36253 L B1p�1080.5' �'�• C3 3. 3 5.00% MAX. 2.Oo% MIN. 369.50 NEW MAZDA SERVICE BUILDING FF= 358.60 L2= 370.60 O C I 00 \\\\ o _ \ - J CONCRETE EXTRUDED CURB 0i II I 5� II 17.2' , 355.8 9`L 1 � I\ I LA IAJ I \ + TOP=354 1 30"CMP E / 37o.2t 370.2t 1 SEE DETAIL TR-522, VEHICLE INVENTORY J 10, ON SHEET C2.20-2 STORAGE AREA RIDGE LINE STORAGE ENCLOSURE L - - - 2. % (SEE ARCH'L PLANS) 21 28 12' -1 / MIN. ROLL -UP OIL STORAGE 5'89% DOORS (TYP) ENCLOSURE (SEE ARCH'L I �� I � 369.50 358.45 11 PLANS) / I - � - - -�.00� 358.45 357.88 I / 0.51_ MAX.358.21 88 _ � I 11.5 BW=358.48 358.48 0 358.39 357.64 FLOW LINE VEHICLE/PED GUARD o °° 357.75 357.75 RAIL, SEE SECTION 35 ON SHEET C2.10-2 / / X 357.94 357.85 .50% 357.85 �.. 357.75� 357.85 357 75 357.42 358.10 / /z/ /�6/ / / 358.13 / 358.13 2i�APL 358.45- �__m!mF4uC - - I CONCRETE BLOCK N89°06'30"W 06.3� RETAINING WALL SEE + K-� ,� \- 3' TYPE III SHEET C2.22-2 S FROMm ° ° I SRO �_b LANDSCAPE I TW=366.00 METAL CARWASH F WAI / +�' BUFFER (TYP) 7•8 BW=358.22 ENCLOSURE (DESIGNED BY OTHERS) 6' CHAINLINK FENCE CROSSES PL 85.1' E. of PROP COR.00 (DESIGNED BY OTHERS) RADE 3 = Cn 369.81 Q) N �I j � I Q� � I ° 7 O SD O S O O SD O S S O O SD SID 7.13 356.34 - O O F MATCH EX GRADE FD FD FD� FD FD O FD FD FD FD- 4" WIDE WHITE _D BLOCKOUT STRIPING DUMPSTER ENCLOSURE INSTALLED UNDER 6 #B D20171119 CONCRETE VERTICAL CURB AS. SEE DETAIL TR-521, ON SHEET C2.20-2 I Io I II I FD x 3s6- FD----f----] q oV I0 0 0 0 FD- Fp MAZDA SALES BUILDING F Fp_ IMPROVEMENTS UNDER #BLD20171119 �SD- L LEGEND ' •� 0 N C) 04 "'°°����< o 0 CV o N N 00 0 N o N N efl 0 N O N N N M M W e., ' PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED GRAVEL IMPORT TOP SOIL PER BMP T5.13 0 0 Z o J J z & HYDROSEED PER BMP C103 z o �m m m (OR PER LANDSCAPE PLAN) of m Lo [if [if �of�Cn� of Y W [if w of[if w¢ I)-- w ofOo w w SITE LIGHTING PER ELEC'L PLANS a_ 0- Cl- 0- cl- [I- X PEDESTRIAN FENCE PER ARCHITECTURAL PLANS GUARDRAIL CONCRETE VERTICAL CURB I I I, M N_ I to I - - - - - ASPHALT MATCH LINE (MATCH FLUSH TO EXISTING ASPHALT) LANDSCAPE BUFFER LINE PROPERTY LINE CONSTRUCTION NOTES: • ALL EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. • A SEPARATE R/W CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY R/W. • UTILITY PATCHES WITH LESS THAN 20-FEET OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH ROAD OVERLAY WILL BE REQUIRED DEPENDING ON EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTER LINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. • SEE SHEET C2.00-2 FOR SECTION CUT LOCATIONS No. 4/ N / ° 3 � 3 J� ° / 0 10 20 40 �3 HORIZ. ME Scale In Feet CALL BEFORE YOU D;G 811 UNDERGROUND SERVICE (USA) m m o o z Co N N O D LL �° Fn Li-c- 2 M O U) 0 m U Q :;E is > 0 � 0 -) Q -0 TON F of WAS, ka . o 0 ,LSIONA���. 1110312020 ul W00 O - Q L() O 0)U U w I cn Ld O O m U U 0O 0In LC) C-4 Ln 0 3 Q m 0 V � Q NJ 0 U) ZD C.O N 0 rn � 7 Z C7 0 � = z Q o O q Q cV Lu wQ z= U � W = UIr V W U U) Q Q � Q N 2i N C2.0 1 -2 1 PERMIT #BLD 20190887 PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. CD 0 0 0 N N N N O) M CD O O O W n1 N N N �00a) CN�Q CD N N N 00 CO N VARIES PROPOSED SERVICE 20' BUILDING VARIES w MATCH EXISTING Z VARIES GRADE AT TOP OF 00�8�r-0 (12.3'-12.8') PROPOSED RETAINING WALL -i Z Q Q z SERVICE 2% MIN 2ND FF=370.60 zz N "' !n m m 5% MAX f— o' o- � ai S BUILDING - - - - - -- � � � CD of cn .. Y W U 0_ 0_ [if 0_ 0_ of p w w¢ w w w EXISTING CURB MATCH EXISTING "'I 2% MIN v STRUCTURAL FILL EXISTING RETAINING WALL V!��y\ 7 ASPHALT SURFACING FF=358.60 \ SEE DETAIL 1, SHEET C2.21-2 \ EXISTING GRADE \ M N 0 Z B SECTION B — WEST FACE OF BUILDING C2.00-2 SCALE: 1"= 5' z m m m o o o M A SECTION A — NORTH FACE OF BUILDING � '� 0 '� Q : ' C2.00-2 SCALE: 1 " = 5' TON F WASH O`�'� STE I 52.1 ' 7.8' f R SIONAL DRIVE AISLE 111�3120a0 PROPOSED SERVICE 4' 30.1 ' 18' _ _� 3' TYPE III BUILDING mi Ln 7: CARWASH CANOPY I LANDSCAPE BUFFER W 0 co PROPOSED a' SERVICE o BUILDING Q � � OIL STORAGE°' 0 J U 34' ENCLOSURE J w `j ° (SEE ARCH �� DRIVE AISLE o ado 10' 4' ASPHALT PATCH PLANS) I O m U CENTERED OVER STORM i 0c) co �� rno 3 6 VARIES VARIES Ln xx 3 EXTRUDED CURB FF=358.60 2� 0 v�''v�v v v'�r�;v��.,.�•,., r� 0 R�2�%MAX 5% MAX VARIES :rnNCRETE PAVEMENT FF=358.60 _i ASPHALT SURFACING SEE DETAIL 2, SHEET C2.21-2 SEE DETAIL 1, SHEET C2.21-2 1 � Q 0 ASPHALT SURFACING D SECTION D — SOUTH FACE OF BUILDING SEE DETAIL 1, SHEET C2.21-2 C2.00-2 SCALE: 1 " = 5' 1 U'co w c� o�c C SECTION C — EAST FACE OF BUILDING cz C2.00-2 SCALE: 1 " = 5' z Q o LLa — = z N CD= O q N O� U Q cV W ANGLE FOR SEE HCI DRAINAGE STRUCTURAL PLANS N <)7 1.50% tit FOR FOUNDATION DETAILS CONCRETE SLAB L.L PER STRUCTURAL W Q CONCRETE WALKWAY�... w PLANS ° z SEE DETAIL 2, SHEET C2.21-2 SEE HCI ANGLE FOR DRAINAGE 2.0% z > C%) STRUCTURAL PLANS A w FOR FOUNDATION DETAILS Z E SECTION E „ o CONCRETE SLAB C2.01-2 SCALE: 1" = 5' 2.0% PER STRUCTURAL H, w PAVEMENT PER PLAN MIN. PLANS SLOPE AWAY FROM \ ,\ / TRENCH DRAIN— /..,..,�y�...,.�; STRUCTURE PER DETAIL 5��� ���, U \. \;�'\\. — D oP SHEET C3.21-2 w W (DRAINS TO w U v) SANITARY SEWER) vx v vv'� v'<v v'<vv� 'vim ���vvv<vv<vv<vv�vv vv<vv< > < W ILL G SECTION G — CAR WASH NORTH —SOUTH 0 `�I— C2.00-2 SCALE: 1 2 1N N 4 / F SECTION F — CAR WASH EAST —WEST CALL BEFORE C2.00-2 SCALE: 1 " = 1' YOU D;G 811 4 C2.10-2 UNDERGROUND SERVICE (USA) PERMIT #BLD 20190887 PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. �°` Val ' ASPHALT 1 5 PLA I Ok S ` � bX. X ' ��p N89°06'13"W 325.8, of ?UBD x x =�- = - = STORM DRAINAGE NOTES 3 j 11 CONSTRUCTION NOTE: FDC NOTE: " FIR - - - - o ° � 3f67.4° ALL CATCH BASINS SHALL HAVE HERRINGBONE GRATE UNLESS SPECIFIED OTHERWISE PER �o a 1 UTILITY PATCHES WITH LESS THAN 20-FEET OF SEPARATION SHALL BE COMBINED AND FULL ALL FDC CONNECTIONS WILL BE A 4 INCH STORZ TYPE FITTING. THE UPRIGHT Co- I o\ irk WSDOT STANDARD PLAN B-30.50-01, SEE EDMONDS STD. DETAIL SD-324. 2/1"WIDTH OR HALF WIDTH ROAD OVERLAY WILL BE REQUIRED DEPENDING ON EXTENT OF PIPING WILL BE PAINTED RED AND LABELED WITH A MINIMUM OF FOUR INCH PLAT IN TH S 5��' ��� 3 Q 4 DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY WHITE NUMBERING DENOTING THE BUILDING ADDRESS. _APS SUB[ LINE � � � � 50 � SOLID LOCKING LID FOR CATCH BASIN TYPE 2 STRUCTURES SHALL BE PER WSDOT STANDARD 3 SHALL EXTEND TO THE CENTER LINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH ilz F\Lo�� Y,/ U f �o� B-30.70-03 AND COMPLY WITH CITY OF EDMONDS STANDARD E5.3 I N a "GROUP 4 LS NO. 9435' � TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. iNCE oHP o P off o AT CORNER 5-4 "FIR 5" CHAINLINK I81.14 FENCE '' xo,°� X SOLID LOCKING LID FOR CATCH BASIN TYPE 1 STRUCTURES SHALL BE PER WSDOT STANDARD X X X X /• 381.30 FIR B-30.20-02. " FIR \ X / / 1 �p1 +369.88 -Se' 2): ."; 5`°O + / CLEANOUTS REQUIRE 12" LAMPHOLE COVER WITH J" HEXBOLTS MARKED "SDCO." q�1 \ o + 8�06 oc l x ��o p1L1) + / CHAINLINK FENCE IS OA'S �yq " FIR +�1 I I ti� \ � > / X .2'W OF PROP. COR. / SEE SHEET C3.10-2 FOR DRAINAGE PROFILES. SEE SHEET C3.11-2 FOR FIRE SERVICE A SEPARATE R/W CONSTRUCTION EM + 70.18 SHED �� 5�0 U. II' / / PROFILE. PERMIT IS REQUIRED FOR ALL / I o / 1 +355.81 WORK WITHIN THE CITY R/W. FIR g� C 24" Elf ® 8" HEMLOCK�2 �� 8 HEMLO �o . CiN �� \N �S R/W STRUCTURES: ADJUST ALL RIMS TO FINAL GRADE WHERE ADJACENT PAVEMENT IS REPAIRED N I � + / o \ � �9 °o Ln 919 "• MLo S9� 5 OR REPLACED _ N 368.05 367.99 - ° ��� J.:, PLAT 0.16' ,s Li I 1�E N P� m o / x ) IN K FENCE HEML `� E OF SUBD./ 3 in ° 0 / MLOCK I \ HE�v N = a ° a / „ EMLOCK 3 Q a �p�0 �oC°N ��o�ti / I PROVIDE IDS N F° +� +�' I x I 20" HEMMLOK C I CONNECTIONS y 50�' Lqe 42" FIR �j ��j N Lil 4" FIR / I ® AS NEEDED / 5• 3 > a m urw� nry AND 1/2" REBAR W/ CAP 4� 6» SD FIRE HYDRANT ASSEMBLY o I ® DOUBLE CHECK DETECTOR VALVE ASSEMBLY 376.13 ,ROUP 4 LS NO. 9435 MI 367.15-7 +' \ \ PER STD DETAIL WA-100 I `� PER STD DETAIL WA-142A & WA-142B 165 LF 4 PVC VAULT AT ORNER 5-4-' 355 01 �5 SEQUOI " SEQU IA 354.6 BMP T5.13 POST CONSTRUCTION SOIL QUALITY & DEPTH: ALL DISTURBED AREAS NOT RECEIVING GRAVEL OR PAVEMENT SHALL BE AMENDED PER BMP T5.13. (IMPORT TOPSOIL PER LANDSCAPE PLAN). ALL EXISTING CATCH BASINS AND MANHOLES TO REMAIN WITHIN THE PROJECT PAVING LIMITS SHALL BE REPLACED WITH SOLID LIDS PRIOR TO FINAL APPROVAL. THE CONTRACTOR SHALL COORDINATE DOWNSPOUT (DS) LOCATIONS WITH ARCHITECTURAL PLANS AND INSTALL PER DETAIL 1, SHEET C3.21-2. \ SD a ASPH DRAIN CONTRACTOR TO 6" BEN ' WITH TAPPING TEE PER / 30.01 SHEET C3.22-2 COORDINATE VAULT DEPTH 1 IE= 361.41� \ �� \ ' 5D PA//VT STf�/PE STD DETAIL WA-182 , N 3 °iff� / ON SHEET C3.22-2 8 - - - - AND PIPE SLOPE p0 i 4`t�A=. i i 1-6" 90° BEND (MJ) 4 So �� 232t LF 2 WATER SERVICE 5. - / SIDE SEWER NOTES: % 1-THRUST BLOCK : P �°� / 6 FIRE SERVICE N VP `' S0 EXISTING SIDE SEWER SHALL BE TV'D BY THE CITY'S OPERATIONS DIVISION TO VERIFY PER STD DETAIL WA-184 � � �� • ---- -- � � � � � ��- .� � • 3 • � •'' ' f rko •, 2� LF 6" SD � / / 50� FOUND /2 REBAR W/ CAP 204 LF 6 DI CL52 ® rk• S=12.28% 355.92 CONDITION FOR ITS REUSE. IF SIDE SEWER HAS DETERIORATED IT SHALL BE REPLACED. WITH TAPPING TEE PER _ "GRO 4 LS NO. 9435" I (FIRE SERVICE) I / I CONTRACTOR TO COORDINATE WITH CITY OPERATIONS. STD DETAIL WA-182 AT ORNER. 5-4-05 °P' ON SHEET C3.22-2 _ _ _ _ _ _ _ _ _ _ _ _ _ 8 % I 35 LF 6" SD I / i ...... D CA • 1 - rt - - - - - - -- - - � - - - L _ S=6.86% THE BUILDING WILL CONTAIN AN INTERNAL CAR WASHING STATION. THE PLUMBING DESIGN SHALL a 1w PROVIDE A FLOOR DRAIN AND OIL/WATER SEPARATOR FOR WASTE WATER PRIOR TO 2" REDUCED PRESSURE 64 �o7 _ DISCHARGING TO THE SIDE SEWER. BACKFLOW ASSEMBLY H INLINK PER STD DETAIL WA-160A&B 3 / AFC. R FD Fi . ■.: I� -� 356.48 w / STRUCTURE TABLE ON SHEET C3.22-2 2" WATER SERVICE W/ �I ps pS 1 I LEG E N D METER INSTALLED UNDER 0 11 LF 6 DI CL52 I I 5 z STRUCTURE NAME STRUCTURE DETAILS CONNECT TO EX. WATER I BP #BLD20171119 + SDCO (FIRE SERVICE) o ��o I ��5� ��6� o SERVICE INSTALLED UNDER 3 CAP END OF PIPE BP #BLD20171119 ,51 °'o I � IE- 364.70 APPROXIMATE LOCATION n I I ! _ CB #8 � �SD� STORM LINE RIM=358.10 < I - OF RISER ROOM, SEE I ! �05 CB #1 TYPE 1 IE IN=353.79 (12 W) -� ARCHITECTURAL PLANS -i -5� N � o I I I w WATER LINE N. 9161.84 IE IN-354.29 (6" N) < 3 - - 7 I E: 10217.84 IE IN=354.29 (6 S) 0 /�I \ - -� T� �- 9 : 175 LF 6" SD 4 I I I ��o�o IE OUT=353.79 12 E L 3 4 � ' SS SS SEWER LINE RIM=365.18 (ROOF DRAIN LINE) I CB #2 TYPE 1 ( " ) N I N: 9163.78 IE IN=359.68 12 W IE IN=359.68 (12 N) 6" SEWER CONNECTION o I RD ROOF DRAIN E: 10178.59 IE OUT=359.68 (12" E) 3 /I (CONTRACTOR TO " 3 UTILITY POLE, JUNCTION BOX COORDINATE I / _ �SD_ N /VTA SITE LIGHTING SDCO (TYP) ) I `1i' I I / FOUNDATION DRAIN CB #3 TYPE 1 EIMIN3365 00 12" N UNDERGROUND POWER SERVICE / SD N: 9208.50 - ( ) 3 SD N °S I 74 LF 6" PVC o I c.CD �I I ■ CATCH BASIN TYPE 1 E: 10179.27 IE OUT=365.00 (12" S) 3 2% MIN. SLOPE I I o� / CB #4 TYPE 1 RIM=369.50 0 3'E INSTALL FOOTING DRAIN o I I I ��'�' / / / ■ N: 9262.31 IE OUT=366.50 (12" S) 37 .95 + PER GEOTECHNICAL SDCO I I I 60 377.70 RECOMMENDATIONS CAP END OF PIPE 5 CATCH BASIN TYPE 2, 48 & 60 E: 10180.10 3 77.4 SEE SHEET C3.21-2 IE= 368.00 MAZDA SERVICE BUILDING o 4) I I �� / N CB #5 TYPE 1 RIM=372.57 3 o I FOR TYPICAL DETAIL LEVEL 1 ELEV.= 358.60 I I I \5 3 .90 ��� u FLOW ARROW N: 9168.25 IE IN=369.10 (12 W) E: 10087.77 IE OUT=369.10 (12 E) W CD3 Q I / IDS I + WATER QUALITY FACILITY & FLOW o / GAS SERVICE CONTRACTOR TO CB #7 I N CONTROL FACILITY INSTALLED " ® POST INDICATOR VALVE CB #6 TYPE 1 RIM-373.39 COORDINATE W/MECHANICAL UNDER BP #BLD20171119 N: 9150.75 IE OUT=369.89 (12" NE) 3 W I / I l E: 10031.83 N CB #4 20' o I \ I G o • FIRE DEPARTMENT CONNECTION Q / y� o m I TOPC6354.17 I.\ S CB #7 TYPE 1 �'� EX. CB 101 SD--sD � RIM=355.87 N N IE 350.08 3o"cMP E \ \ so 2�. D # N: 9266.84 IE OUT=3.1. (12 N) 3 � / / Q / SD / _ y� / O STORM DRAIN CLEANOUT E: 10303.02 IE OUT=351.90 (12" SE) N \ \ _ _ EXISTING 6" SIDE SEWER _ _ SEE DETAIL 5, SHEET C3.21-2 N / N 85 LF 6 SD CONNECT TO EXISTING \ \ \ CLEAN. CB 8 TYPE 1 RIM=358.74 / LL - 6 SIDE SEWER \ \ CL NOUT # „ S=1.00% „ \ TOP=354.64' IE IN=355.30 6 W 3 / I "' (ROOF DRAIN LINE) 44 LF 6 PVC @ -SS_ \ _ TO=353.53'- _ ps N: 9366.90 ( ) PROVIDE WYE FOR 2% MIN. SLOPE I d�� o DOWNSPOUT CONNECTION E: 10305.11 IE OUT=354.80 (12" S) 376.10 3 / DOWNSPOUT CONNECTION 6" SEWER CONNECTION 9 LF 6° PVC C� Ss 4 -SSSS SS SEE DETAIL 1, SHEET C3.21-2 3 o -�-0. 'E / (NP) �' (CONTRACTOR TO COORDINATE) I 2% MIN. SLOPE CB EX. TYPE 1 RIM=356.34 6 N " VERTICAL PROVIDE 6" FOOTING L POTHOLE TO VERIFY DEPTH (INSTALLED UNDER - 1 NEAR CONNECTION, BLD20171119) - / PIP353.25 (12" W) E BENDS DRAIN CONNECTION 8 I F D IE IN -PROVIDE VIDEO INSPECTION N: 9187.75 IE OUT=353.25 (EX. 12" NE) �.� S= 2.9 OF LINE TO SHOW LINE IS / o E: 10305.27 3 I „ COMPETENT FOR NEW o� �, N CB 3 82 LF 6 SD 15 LF 6 SS INSTALL FD 356- FD & # S=3.07% 2% MIN. SLOPE SOLID -LOCKING LID SERVICE o CB #101 EX. TYPE 1 RIM=354.49 3 ��o „ ADJUST RIM TO (INSTALLED UNDER IE IN=351.06 12" NW pS SS OUTLET p GRADE / BLD20171119) IE IN=351.06 (EX. 12 SW) � � I FD=356.00 STORM LINE FOR PGIS FLOW RESTRICTOR INSTALLED UNDER � � � " ATIDN OF SEWER 3 �z N • CONNECT TO EX. CB N: 9243.00 " T PLANS FROM 3 / IE=352.52 (ROUTED TO WATER BP #BLD20171119 THE CONTRACTOR ;� E: 10345.65 IE OUT=351.06 (EX. 12 E) R- - QUALITY FACILITY) SHALL INSTALL PLUG IN INLET PIPE, NDS m 0 o s �� � PUMP WATER OUT OF CONTROL 3 / "' 14 LF 6" SD INLET - - STRUCTURE, AND ENLARGE LOWER � N 3 o cq ® 2% MIN. 6 IE-356 00 F 12 SD STORM LINE INSTALLED ORIFICE. USE 41/64 SAE DRILL BIT TO o • / N = g1 �- g% PROVIDE 0.6406 DIAMETER ORIFICE •� oU / �o / FND 1/2 REBAR W/ CAP II „ -D5 UNDER BP #BLD20171119 0 "GROUP 4 23 LF 6 SS s� Q �y 3 6� CB #5 2% MIN. SLOPE EX. CB #100 TON OF GAS PLANS FROM 3� ?�SD 91 LF 12" SD /�/� IDS . OIL/WATER SEPARATOR W/of / cr 12 -- o �1;35% sD 5=10.36% : SD H-20 LOAD RATED LID. INSTALL CLEAN (ROOF) RUNOFF FD FD �° ,� FLUSH WITH FINAL GRADE. o PUMP STATION INSTALLED CB #g l 1. �o ( BYPASSES WATER QUALITY 3 / M, OLDCASTLE 264-CPS VERIFY UNDER BP #BLD20171119 / /�z_SIZING W/PLUMBING DESIGNER). FD FD N / 010 CB #2 / / / /EX CB TYPE 1 2i L 11 � /"� i�i Cy p s 3 - - - - �-� }6 CB 1 FD / TOP=348.49 FD - - FD POINT OF DISCHARGE FOR SITE 74 12"ADS W ir 6 QED 1 6CHAINLINK FENCE � I 00 ,� / 39 LF 12" SD CONNECT TRENCH DRAIN N I " + 0 S-14.99% 15 LF 6 SD TO 6 SIDE SEWER ° oN %. - (� 2% MIN. IE=356.54 4 ATE LOCATION WATER o 3 �� / +^��/ 0.58' SHORT PLAT I� • OF EDMONDS 39 FROM I / 39 LF TRENCH DRAIN �4 6' CHAINLINK FENCE CROSSES RIM= 357.75 TO N. LINE S. 100 0 3 I / PL 85.1' E. OF PROP COR. ^7 PER DETAIL 5 ON by ° � N Q ° I �h SHEET C3.21-2 N. 300 AS MEAS. o 0 3 ALONG W. LINE 3 V) 369.81 v / cJJ =� 3 ¢ 16 HORIZ. 0 10 20 40 Scale In Feet a +,3 L/BEFORE EX CB TYPE 1 Ir' o Noo 3 U D;G 811 o ° I ��� TOP=347.99NDRGROUND SERVICE SA 371.8 a ) I1j1 ASPHALT IE=345.81 12"RCP W 0 0 0 0 N " N N M O� 0 CD CD CD W n1 N N cN 00 M ON Q o N N N z z z o z Q Q o o o 0 z 0 N_ E� E� > E I- a- ������of w 0 z Y W [if ofofofofoo a_a_�a_�� wz N 0 Z m m o o z m N N O CD LL 2) .� LL E Co Q O (1) >o �¢ o -)o TON F of WASH �.� '��rs�r>�•�" tip• IONAL 1�C 1110312020 U W00 o - Q < L(� O 0) U U JO W I (1)� O U 0 m U 0 U 0C)Ln 0 3 Q m 0 � Q 0 N 0 rn � 7CD zoo � = z Qoo N Q cV Lu wQ z= U � W = UIr V W U U) Q Q � Q Ir- 2i N U 0 C3.00-2 PERMIT #BLD 20190887 PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. 0 0 0 0 N 04 N N 1CZI-4) O� 0 CD O O w n1 N N cN M m Q CD N N CAST IRON BELL & GRATE COMPRESSIBLE BACKER ROD 0 USE 45°, 22 1 /2°, OR 11 1/4' BENDS TO CLEAR TOP OF FOOTING. SEE STRUCTURAL DWGS FOR FOOTING ELEVATIONS PLAN VIEW BUILDING WALL SEE ARCH PLANS DOWNSPOUT PER ARCH PLANS 1/2" EXPANSION CLEANOUT JOINT °° ° ° d °. II �� P ° PROVIDE REDUCER AS REQUIRED CONCRETE PAVING FINISHED GRADE dd d d 6" MIN PIPE CONNECTION 45' BENDS —/ DOWNSPOUT CONNECTION DETAIL N.T.S. ELEVATION VIEW IE PER PLAN NOTES 1. AREA INLETS TO CONSTRUCTED FROM CONCRETE PIPE, IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN ON THE PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE SIZE DIAMETER PLUS AREA INLET WALL THICKNESS. 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE AREA INLET WALL. 4. CAST IRON BELL GRATE SHALL MEET THE �JNCRETE STRENGTH REQUIREMENTS OF FEDERAL CLASS" SPECIFICATION RR—F-621 D. THE GRATE SHALL HAVE SLOTS (HOLES) THAT CONSTITUTE 50% OPEN AREA FOR DRAINAGE. INLET BELL SURFACE SHALL BE FINISHED TO ASSURE NON —ROCKING FIT WITH ANY COVER POSITION. 4 AREA DRAIN DETAIL N.T.S. 18" AGGREGATE OR MIRADRAIN 6000 COMPOSITE DRAINAGE BOARD PER GEOTECH RECOMMENDATIONS PAVING OR SITE LANDSCAPE (AS SHOWN PER PLAN) STRUCTURAL FILL °a m. EXCAVATION LIMIT 1.5:1 (TYP) NATIVE SOI WRAP W/ NON —WOVEN FILTER FABRIC MIRAFI 140 N OR EQUAL FOUNDATION WALLS AND FLOORING PER STRUCTURAL AND PLANS d 9° d ° G • a . . d •°d a' d • o ° d 4" DIA. PERFORATED PVC PIPE SURROUNDED W 6" CLEAN PERMEABLE GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.14(4)/ DO NOT DISTURB 1:1 BEARING ZONE 2 FOOTING DRAIN DETAIL — N.T.S. CONCRETE S.O.G. SEE STRUCTURAL PLANS TRAFFIC RATED DI GRATE da d d ° e d ° °d LOCK BOLT 6.1 " STRUCTURAL FILL SLOPE TO DRAIN d ° ° d d z ° °d d ° d o d F— ° w d° ° N d dd da ° J d ° W °° ° d Z °d Q d d ° U ° °d ° ° cn w ° Of Q d a ° d ° G d ° ° ° d ° ° , d ° NOTE: TRENCH DRAIN SHALL BE POLYDRAIN OR APPROVED CONCRETE BEDDING PER EQUAL. CONTRACTOR SHALL SUBMIT PRODUCT SPEC MANUFACTURE SPECIFICATION SHEETS SHOWN TRENCH SECTION ASSEMBLY FOR APPROVAL PRIOR TO INSTALLATION. COMPACTED SOIL SUBGRADE A 5 TRENCH DRAIN DETAIL N.T.S. 24" TERMINUS FINUATION STORM DRAIN CLEANOUT (SDCO) DETAIL N.T.S. z z z 0 z Q Q ooV)o 0 z 0 inn ���aS �—mm F__ a- L �� ���of w c� � z ly- Y W w w Q w w w a_0-cl-0-�cl- 7 m m o o z m a) N N CD O N � .� coo Q o > o o ¢ o TON ONAL PCs 1110312020 Ln W 00 00 - cy) Q < E Ln 0) U U i rn O w I � m U mWO Ln 00 �U U Ln x 3: 0 Q m m 0 1 Q Q 0 0 m CVO = 0 rn oo 0 w 7CD3� _j zc=7u U LL a =z N c O p o N Q cV W U wQ z= U � W = U V W U U) Q cl Q � IN Q N 2i N VJ J Q W 0 W C� Q Z reo 0 C3.2 1 -2 1 PERMIT #BLD 20190887