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20-105047-00-UP-JUMP START ESPRESSO CIVIL PLANS-09-21-2021-V2w J N52'29'56"E 144.88' 1 ❑ � i I STORMWATER PONDI I. . 1 fj I ~� —� RETAINING WALL (DESIGN BY OTHERS) I o y��, Ri2o YV e cl�k � U d Q R L Og T A = 20'03'1 o q 4 b o SHEET INDEX Cl SITE PLAN C2 TESC PLAN C3 GRADING & UTILITIES SHARED PARKING AGREEMENT WITH C4 SECTIONS & DETAILS ADJACENT PROPERTY OWNER 11 c� EXG POWER VAULT EXTRUDED CURS DTL 41C4 — INSTALL ADA RAMP SIM TO WSDOT STD PLAN F-40.15-03 CONIC WHEEL STOPS (TYP) PER DTL 31C4 OR EQUIV, INSTALL ACCESSIBLE PARKING SIGN PER DTL STD DWGS 3.3 & 3AA, AS SHOWN 4. p r — SOUTHWEST 320TH STREET - — _ _ — SITE PLAN L=856.11' SCALE: 1 =10 p = 85'35'30" R=573.09 U 5 10 20 30 S UNIT OF MEASUREMENT IN US FEET 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 Qn 1-800424-5555 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. VICINITY MAP OWNER /APPLICANT TWIN LAKES PLAZA LLC 33919 9TH AVENUE SOUTH, SUITE 105 FEDERAL WAY, WA 98003 ARCHITECT MICHAEL E. HOVLAND 33919 NINTH AVENUE SOUTH (201) FEDERAL WAY, WA 98003 253-737-8775 SURVEYOR GEOTECHNICAL ENGINEER CENTRE POINTS CONSULTANTS INC,. P,S, MARC R. MCGINNIS Q NORMAN LARSON, PLS GEOTECH CONSULTANTS, INC. 14209 29TH STREET EAST #105 13256 NE 20TH STREET, SUITE 16 SUMNER, WA 98390 BELLEVUE, WA 98005 U Q 253-987-5924 425.747-5618 U) W PROJECT INFORMATION PARCEL NUMBER! 1321039067 WATER SERVICE: LAKEHAVEN SEWER SERVICE: LAKEHAVEN ON -SITE EXG IMPERVIOUS = 0 SF (0 ACRES) ON -SITE PROPOSED IMPERVIOUS = 7,540 SF (0.17 ACRES) VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM OF OF 1929 (NGVD 29) LEGEND DESCRIPTION NEW ENISTING STORM SEWER D - - - D - - - SANITARY SEWER S - - - S - - - WATER W W - - CONTOURS 50 -_- 0 -- SILT FENCE F POWER (OHP/UGP) — OHP/UGP — CHP/UGP — ASPHALT PAVING PERVIOUS CONC. CONIC. PAVING GRAVEL SURFACE 0 LANDSCAPING CONCRETE CURB - -- --- SPOT ELEVATIONS xx_x """" PARKING COUNT FOUND CASE MON Q FIRE HYDRANT GAS METER 13 92 GUY WIRE ANCHOR JUNCTION BOX m ❑ PARKING LOT LIGHT POWER POLE W/TRANSFORMER O POWER VAULT ROCKERY SIGN rt rr SIGNAL POLE STORM CATCHBASIN ■ ❑ STREET LIGHT+ '-- TELEPHONE JUNCTION BOX TELEPHONE VAULT mT OT UNDERGROUND POWER UTILITY POLE UTILITY MANHOLE 0 WATER METER WATER VALVE ►� ABBREVIATIONS BLC - BUILDING CORNER MJ MECHANICAL JOINT C - COMPACT OH OVERHEAD CB - CATCH BASIN PL PROPERTY LINE CL - CLASS R RADIUS CO - CLEAN OUT REF REFERENCE DRAWING COFW - CITY OF FEDERAL WAY RIW - RIGHT-OF-WAY D - STORM DRAM S - SANITARY SEWER DDCV - DOUBLE DETECTOR CHECK VALVE SQ FT - SQUARE FEET DI - DUCTILE IRON STD - STANDARD DS - DOWNSPOUT S1W - SIDEWALK DTL DETAIL T - TELEPHONE D1W DRIVEWAY TC - TOP OF CURB EL ELEVATION TP TEST PIT ESMT EASEMENT TV - TELEVISION EXG EXISTING U.N.O UNLESS NOTED FD FOUNDATION DRAIN OTHERWISE FDC FIRE DEPARTMENT CONNECTION YL YARD LIGHT FF - FINISHED FLOOR S SOUTH FHY - FIRE HYDRANT W WEST FL - FLANGE JOINT E EAST H!C - HANDICAP N NORTH IE INVERT ELEVATION NW NORTHWEST LF LINEAR FEET SW SOUTHWEST L15 LANDSCAPING NE NORTHEAST MH MANHOLE SE - SOUTHEAST 0 DIAMETER W m a W Lu ui W U) w 0 a o W o LL uj Q U) 0- 3 Z Q uj m Q' F W A S ) �� 1- -1 ; & 43211ISTV.g� Lu Lu U) H 0 CV m 07 0 lqr rr) DATE 09/14/2020 DRAWN KL CHECKED AEP JOB NO. 2019013 SHEET NO. c 1 © AP CONSULTING ENGINEERS PLLC 2021 NJ ' �U - / 0- f 203.45 .20¢ � CATCH BASIN INSERT 0_ -0_ - 20,3 92 SILT FENCE MAINTENANCE STANDARDS � + / PER DTL 21C2 {TYP} p � -- _ G/ 103 G _ Q 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY ixG CATCH BASIN 5 6 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A C 1. CD 9 �� STANDARD GRATE SEDIMENT TRAP OR POND. 9.7.12 9 7. ' r7 O ' RIM 202.41 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF FENCE CLOGGING AND ACTING A5 A SORRIER TO a 9 L ■ 2.0,3',- 0 FLOW AND THEN CAUSING CHANNELIZATION OF ROWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR + I 12' CONC NE 199.54 IF 204. �7 REMOVE THE TRAPPED SEDIMENT. • [� `- �� 2� CONC S W 199.53 I E 1 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. 196665. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVOLET BREAKDOWN, IT SHALL BE REPLACED. N52'29'56"E 144.88' Zx2'BY14Ga. WIRE OR ■ 19.8 .01 ,' 7 DELAPfTATED GUARD RAIL EQUIVALENT, IF STANDARD 7g5.7 - 199.55 _.--�-_ �,_ AR 201 202 202. 19 27 - UGP �� �� 20d 5 - _ '--. - - • - r 1G. I I�FABRICSHALLBE FABRIC SHALL BETERN ---------- STRENGTH FABRIC USED ■� 9 6 3 4 r I LIGP -� -• l • 2 a ¢. 4 3 SPLICED AT POSTS. F -r gg F 1Pg UP UGP - �Q ah ���� 1 20� ¢ �� USE STAPLES, WIRE FILTER FABRIC 1 Q 3f + F F F Uap- F *CjP F2D�y�.� EXG POWER VAULT I I I RING5,OR 1 g• ■ 1 { • � l EQUIVALENT TD 7'27 2/ 201 45 201.74 201 2d2.7g �' l I I TH ATTACH FABRIC TO Q POSTS. 1 I19 7.6 FILTER ABRIC FENCE j 1 ■ 43 ■ 19g 199. RF4R D 11C2 202• 85 LIMITS OF DISTURBANCE 1 198, 93 � l , � 1111"" {21,985 5F� 20 6' MAx 'MINIMUM 4^xa' TRENCH ' . 195-� 1 1g7. 20 � �6 � I I N pr 2 ■ 204.66 ■ 207.56 CONTRACTOR 2.40 ` 19 R 2 d 1. 61 PRESERVE � PROTECT EXG ` / 205. g , Li BACKFkLL TRENCH WITH • 9.35 � POST SPACING MAYBE INCREASED POWER , - __--�� 03.35 ` � 204.96 NATNESOIL OR314'•1,5' a � +;� 19 7. s2 � a�- 7� y ll � TO 8' 1F WIRE BACKING 15 USED l T' / L WASHED GRAVEL NOTE: FILTER FABRIC FENCES SHALL BE � 1 6� / 5 25c4" WOOD POSTS, STEEL FENCE �j� ' r 1 9 O • 202• 26 203 �/ INSTALLED ALONG CONTOUR WHENEVER POSSIBLE POSTS, REBAR, OR EQUIVALENT � 6p �I '+ � 9 7 3 3�� a3 ' 203 0 20 -4.54 a 206. L # 1 19 - pA~�C� 2 4.14 ' 204• �4 l �� FILTER FABRIC FENCE 81 r�� 1 5 C2 NTS 1 7. 56 j 1 03. 65 / 0 20�- 59 • 1.96.43. ,' f 0 198.12 2d0 d4 / C_ I 1 I 2D4.44 - ■ 199.04 ', t � •� / - Z GRATE � 1 7 86 • z if 2dd.p y ■ 2d7,�2 4 / 9� !2 • � CATCH BASIN e� 1 I 1 I NOTE: THIS DETAIL IS =I ! I OVERFLOW I 1 I- ONLY SCHEMATIC. ANY 1 � 7.45 1 r � ■ 798.23 '. ■ 201 • 3 1 l INSERT 15 ALLOWED THAT I ¢ r 202- } SOLID 200. ■ • 78 l I WALLS I I HAS A MIN 0.5 CF OF I r 2 EXG CATCH BASIN- r y STORAGE, THE MEANS TO �TANQARD GRATE A ! • 1 7 62 1j 1 FILTER MEDIA I 1 DEWATERTHESTORED RIM 195.93 N r '` "o 20 64 l FOR DEWATERING SEDIMENT, AN 8 �ON C N W 194.02 IF �r J 1 J• 2d Q` OVERFLOW, AND CAN BE ti I 199.87 • a. p 7 CONSTRUCTION ENTRANCE Q , 8 CONC SE 194.06 IE oo . • ■ PER DTL 31C 6 l l `' l =1 I I 1 - EASILY MAINTAINED �j l y 205.76 • I I POROUS BOTTOM 11 7C, o ■ 19 •89 ■ - s ? �$ �� ■ 196,62 199, 20.11 , 99• 95 , EXG CATCH BASIN cn � � 201.16 * ■ 201.45 � � � p 1 � 1 STANDARD GRATE J �� ` 204.47. 1 RIM 195.73 , 201. 1 ` CATCH BASIN INSERT i �. f 9 y ` C2 NTS 12 CMP N 194.35 IF • ■ 2d5 g2 12 CMP SE 193.01 IF 1y7 g j 204, 961 P7CONC SW 192.98 IF _ 1 11 3D 8" CONC■NW�Q.;.93 IF a%1 ` .204.6g 3 2G 18 12 CONC NE 192-88 IF 1� d■ 196 34 O 5 23 ' 96.41►� ; 2d?•52 203.E f , 205- A I ►s SAWCUT & R OVE 1 204. 61 65 ■ 19 7.5 2 0 l4 EXG ASPHALT r 19� - - 1 �� l @ 1 FT INSIDE 204 STABILIZED CONSTRUCTiON ENTRANCE MAINTENANCE STANDARDS �� ■ 33 EXG ASPHALT 71 • 1 � � �� mot` 1. QUARRY SPACES (OR HOG FUEL) SHALL 8E ADDED iF THE PAD 15 NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. ■ 2 00 2 0 2 d 1 48 ` 204 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO l 6 KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE 196 7 • ` • 2 01.61 u- 1 f DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN 0 •• • _ 8 2 a ¢• 3 1 AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP DR POND. _ • 2a 1 06 Rtrgk 03.82 l 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT V 1 COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING ).80 CATCH BASIN INSERT ' • 1 ti • i DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS • 1 g 6 2 9 . PER DTL 21C2 {TYP} • 202.04- 2 a•3.40 � 5}� NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD 1 5.72 19g 7 - - 201.36 wl 204.Qg 'Py 1 THEN BE WASHED I NTO THE SUMP. ■ 1.9 6-. 7 7 I 1 ■ ■ l 4. ANY QUARRY $PALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. REMOVE EXG CB �8' S 1 ■ 1 9. 9 2 ` yr o '��y 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING {SEE AND PIPE 2i] SECTION DA.1) SHALL BE INSTALLED TO CONTROL TRAFFIC. - 203.25 5 � - �17 1% 6.4 c,, 196 1 COORDINATE REMOVAL OF19 c� ■' 25 SAWCUT & REMOVE EXG ■ �8• EXG WM WITH LAICEHAVENti2d -1- -204• $ AS PER KING COUNTY ROAD STANDARDS, EXG CATCH BASIN WATER & SEWER DISTRICT 3 15 � � r f� DRIVEWAYS SHALL BE PAVED TO THE EDGE � ❑ 195.2 1 ~ �' 1 . OF RAW PRIOR TO INSTALLATION OF THE W 6 f , SOLID LID DNV APPROACH. ■ 19 9. 0 g LIGHT STA r 9 op CONSTRUCTION ENTRANCE d96�� RIM 19fi.28 1 1 98.32 ■ 2 2.42� max- �"4g Gq S� `F F r DAMAGING OFF THE ROADWAY AVOID p 5. �� Q - 1 �C1C�P F6W E f �. �a 2 0 IT IS RECOMMENDED THAT THE W 1 _ R=531 .ag 2Q �' �r�r �, k}J' R=25 MIN. 196 ��~ 1 ©_ 20'03' 19 • Q' 17 F �r7 • *r `4 ENTRANCE BE CROWNED SO THAT o -y .4' 0 ��.7 A 3 96 'go �_ `�� 89V�AZER'!VI R F j $� - E F IF T �] �=. =� �- 0 �r - �V d 2O¢• 68 RUNOFF DRAINS OFF THE PAD g4 45 a W� �a o' 1-= y ] 9g. � - �]- �0`4• b . W . a f 2'04.5.0 o, ac alry . W� `1•� (RE_ •�� •.�.,; -, 0� -199.7 2Dd,32 ■..''. 2010 0.5 _ -_ 2Nj a ,'� yyl�BL rf� ❑ - wq�- �� ZL o y� v ORIVEWA� - +g W- -W- b v. DR) 1�EWRYv - ❑ a ❑ a ❑ ❑ I a ' a -� 2023 1 02 64 SAWCUT /&REMOVE EXG LIT ❑ 4 _ INSTALL DRIVEWAY CULVERT IF THERE 19 7.3 a - - -- - DIW PROACH. - - nRl� w CUT l 15 A ROADSIDE DITCH ADSTANDARDS PRESENT, R 19 19R.00 9 $. O 0 9 9. ¢ 0 PER KING COUNTY ROAD STANDARDS -VO1 205.3 _ EXG CATCH BASIN SAWCUT&REMOVE EXG. 4"-B"QUARRY SPALLS o SOLID LID - DMAPPROACH. l 19; 07 RIM 199.25 EXG CATqF�BAS+N J GEOTEXTILE I 12" CONC NE 195.86 IE ---SOLID LID I ' I20315gf. 205. 75 RIM 200.10 12" MIN. THICKNESS '�`' 12 CONC S 195.$8 fE l RDVlDEFULL WIDTH DF - 6.48 I - CMP SE 197.23 IF INGRESWGRESS AREA •"s�W 198.65 � 1 °° 1 9 2016 3 CONSTRUCTION ENTRANCE 5.. 71 f.1�❑� C2 NTS I 1 SOUTHWEST UOTH STREET a L 0~ G- ❑- 25 200.72 202.28 ❑� ° EXG CATCH BASIN EXG STORM DRAINAGE MANHOLE _ Q_ - - G- `0- ❑- r STANDARD GRATE EXG CATCH BASIN RIM 197.55 _ p- 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 IF 12" CMP NW 192.33 IE 309' CMP NE 189.78 IE ❑ = $5'35 30 RIM 202.1$ STANDARD GRATE GRADING QUANTITIES. R=573.09 LADDER SOUTHEAST RIM 203.12 12" CMP SE 192.16 IF 30" CMP SW 185.59 IF 30" CMP NE 194.43 IF 12" CMP NE 199.55 IF CUT. 294CY ? ? NW ? IF 30" CMP SW 194.82 IF 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. TESC PLAN SCALE: 1 =10 S 0 5 10 20 30 UNIT OF MEASUREMENT IN US FEET (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.) r` 2 �� [ 1► , 0 4 �-+ zcli W 0 O W m W xwz un u z C�) J { > UW5 N E LP ER w 0 U Q C Cl] rx Lu o LL CL Lu W N H v � C W U) a o � M w H ui w . w Z Q J CL C) Lu F- 43211 ASTER .�'ti ONAL DATE 09114/2020 DRAWN KL CHECKED AEP JOB NO- 2019013 SHEET NO. CZ © AP CONSULTING ENGINEERS PLLC 2021 i I I 1 1 r I I EIXG CATCH BASIN - STANDARD GRATE RIM 195.93 8" CONC NW 194.02 IE 8" ICONC SE 194.06 IE EXG CATCH BASIN STANDARD GRATE y.. RIM 195.73 12" CMP N 194.35 IE 12" CMP SE 193.01 IE 12 CONC SW 192.98 IE 8" CONC NW 192.93 IE NEW I£ (NE)=193.01 Lnv Lin I L-f I L3110104 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 1-80U-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. Y � r' �i- r n J �f. ! N52' 200.21 TOP r 13.4% e/ 194.81 TOE 1, x r TYPE II rr LADDER SOUTHEAST 30" CMP NE 189.78 IE 30" CMP SW 185.59 IE ? ? NW ? IE GRADING & UTILITIES PLAN SCALE: 1 =10 0 5 10 20 30 UNIT OF MEASUREMENT IN US FEET I ' IG tXG CATCH BASIN 1 STANDARD 202.41 I 1 M127 CONC NE 199.54 IE I M1 2' CONC SW 199.53 IE 1 1 1 � 202.34 {MATCH EXG} 1 --- _ - F02_20 [MATCH Gj GP IiGP - 3 200,21 TOP UGp p - r EXG POWER VAULT 1 200.21 TOE / `_ u�7 Lib l 1UA' BASIC r 200.50 TOE DISPERSION I 1 2D0.51 TOP PER DTL 61C4 1 2.6% °� 1 2:3 1 1 / PROPOSED SEWER 203.3$ (MATCH FXG) 1 UNDER SEPARATE j PERMIT _ W , U � p� 0p U3 .2, TOGLn 200.56TOOE 0. C `� I 1 21 TOP t �B 1 2W.45 TOE t 200-61 TOP ' 1 „• � , ! s 1 203,64 (MATCH EXG) f �7.,C 77 TOE 20t.13 TOP . ','P01.58 . 20t90 f f,200.77 TOP AV - CB 'G## : y 201.27 (f TYPE 1, 21t.8t RIM = 202 D1jD LID` M `'A ZD' IE(W) =197.10 203,88T0 204,04TOP i 203,54 FC `;202.91 TO/r 203.36 {FCj M.38 (FC ( i 'POINT OF CONNECTION FOR r / 202.91 TOP / 202.93 TOP r 2o3.E0 (MATCH EXG) /ROOF D91II_fNSPOUT SYSTEM, -16 TOP 202.83 (s~Cj :, 249:54 fFC za2.61 TOP (F 102.66(fC) OP = 203.40 203.58 (MATCH EXGj l r pp 201.66TOP. 2a A4 .64 -OP �za2.1r TOR .14 FCj ro z3 IYo 1.fi7 (FC) 3ti ! r t " 2fKi.12 \ - �/ •9 203.53 (MATCH EXG) # P� A. 'I 3� 0390ga -W. ❑��p.IN R�FI fit" CMP SE 197.23 IE �} �� ❑� r EXG STORM DRAINAGE MANHOLE f a� RIM 207.37 IT ,' Q� _ LADDER EAST '' ❑� f 30" CMP NE 199.58 IE �Q-� 30" CMP SW ? IE a Q-� J r EXG CATCH BASIN 12" CMP SE 201.83 IE l Q� STANDARD GRATE -0- - - ❑� f = RIM 202.93 L=856.11 EXG STORM DRAINAGE MANHOLE EXG CATCH BASIN 12" CMP SW 199.60 IE ❑ = 8535'30" R)M 202.18 STANDARD GRATE R=573.09' LADDER SOUTHEAST RIM 203.12 30" CMP NE 194.43 IE 12" CMP NE 199.55 IE 30" CMP SW 194.82 IE 12" CONC SW 199.47 IE ? ? NW ? IE w J H 03 0 ur F- F- Lu w w co U a Z F-' W W W W Z xuw 0X u W50 W Q 0 C> 'CJ] V J uj r0- v , uj Q y� .c A-,,432i1ST' DATE 09114/2020 DRAWN KL CHECKED AEP JOB NO. 2019013 SHEET NO. C 3 ti m Q w w LL H W w 2 H C) N c~7 U) Q r� AP CONSULTING ENGINEERS PLLC 2021 © AP CONSULTING ENGINEERS PLLC 2021