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21-105280_09 Civil Plan Set_03-15-22-V2A PORTION OF NW 1/4 OF SECTION 15 AND THE NE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON RESUBMITTED SITE DATA: SITE ADDRESS: TO BE DETERMINED FEDERAL WAY. WA 98003 PARCEL NUMBER: 762240-0015 SITE AREA: 500,223 S.F. (11.48 AC.) PROJECT AREA: 69,866 S.F. (1.60 AC.) ZONING: CITY CENTER CORE (CC—C) PROJECT CONTACTS: CONSTRUCTION PLANS for 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT UTILITY PROVIDERS: THE COMMONS AT FEDERAI WAY SEWER: LAKEHAVEN UTILITY DISTRICT WATER: LAKEHAVEN UTILITY DISTRICT POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY PAD F TELEPHONE: CENTURY LINK CABLE: COMCAST CIVIL ENGINEER / PLANNER / SURVEYOR LANDSCAPE ARCHITECT ESM CONSULTING ENGINEERS, LLC URBAN ARENA 33400 8TH AVE S SUITE #205 11300 SORRENTO VALLEY ROAD SUITE #230 FEDERAL WAY, WA 98003 SAN DIEGO, CA 92121 CONTACT: LAURA BARTENHAGEN, PE, LEED AP CONTACT: BRICE CIABATTI PHONE: 206-838-61 13 PHONE: 858-625-01 12 FIRE: FEDERAL WAY DISTRICT #39 SCHOOL: FEDERAL WAY SCHOOL DISTRICT #210 prepared PARKING GEOTECHNICAL ENGINEER OWNER/ DEVELOPER GEOTEST, INC MERLONE GEIER PARTNERS 20527 67TH AVE NE 457 SW 148TH STREET SUITE #202 RLON G I R ARTN RS ARLINGTON, WA 98223 BURIEN, WA 98166 CONTACT: KURT PARKER, LEG CONTACT: GLENN GOODMAN 457 SW 148TH STREET SUITE #202 PHONE: 360-435-1141 PHONE: 206-439-2330 EXT. 526 ARCHITECT BURIEN , WA 98166 MCG ARCHITECTURE 250 SUTTER STREET SUITE 500 (206) 439-2330 EXT. 526 SAN FRANCISCO, CA 94108 CONTACT: DAVID BLAIR CONTACT: GLENN GOODMAN PHONE: 415-974-6002 DEVELOPMENT STANDARDS: USE: RETAIL AND ENTERTAIMENT MINIMUM LOT AREA: NONE MAXIMUM LOT COVERAGE: NONE MAXIMUM BUILDING HEIGHT: 70' (95' WITH PROVISIONS IN FWRC19.115.110) BUILDING SETBACKS: FRONT: 0' SIDE: 0' REAR: 0' REQUIRED PARKING SPACES: RETAIL — 1 PER 300 SF RESTAURANT — 1 PER 100 SF Vicinity Map prepared by REGULAR STALLS COMPACT STALLS ADA PARKING STALLS TOTAL Sheet Index City of Federal Way SHEET N0. DRAWING N0. DESCRIPTION 1 2 3 4 5 33400 8th Ave S, Suite 205 6 FEDERAL WAY, WA 98003 7 Phone: (253) 838-61 13 8 03/11 /2022 DATE: 3/1 1 /2022 ESM JOB NO. 2013-001-018 SHEET 1 OF 11 9 — 10 CV-01 COVER SHEET 8 0 2 10 EX-01 EXISTING CONDITIONS & DEMOLITION PLAN LG-01 LEGEND ST-01 HORIZONTAL CONTROL, SITE & PAVING PLAN GR-01 T.E.S.C. & GRADING PLAN GR-02 T.E.S.C. & GRADING DETAILS UT-01 COMPOSITE UTILITY PLAN SD-01 STORM DRAINAGE PLAN DT-01 — DT-02 DT-03 D ETAI LS CURB RAMP DETAILS Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. 21-105280-00-CO APPROVED DATE 0 0 i M 0 N co m� oQ w � N c N �o � N coM W M 0 u PE "BUS STOP" I I I I I I I C. i 1 7 N w I �I 00 I11- W il) I 0 II O Z I I I I 1 1 I I I 1 1 1 I I I I I I 11 0 18"1 877 a_ I �1 o 9" 77 A PORTION OF NW 1/4 OF SECTION 15 AND THE NE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON - - o S 320TH ST (PUBLIC RIGHT OF WAY) BEAUTIFICATION EASEMENT UNDER N 01 °41'57" E 1 .95' (ESM) N 88° 18'03" W 84.40' (ESM) RECORDING NO. 20000918000030 _ - - - - N88°18'03"W 133.83'(ESM - _ _ _ - N / 51'39"W 191.77'(ESM) _ _ SDCB, RIM=416.31 IE=413.39 12"0 CONC W Fo D D D ----P---- F-O- --- --- °------- -- FD-------- --- F'�' FO F D p - F�---------------- D _ FO--------------- FO pp FO 5" 7P 5 -P- PB P - f - - e Fo - -F F0 Fo P F SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 1' -r- 5 4 44 P � P� 7 7 7 >, P - - - , P I IR IRS - --- - --- --- P - LEGEND ---- -- - --- ----"CARPOOL'_- "EXPLORE \ \ SDCB, RIM=415.03 FEDERAL WAY" IE=410.58 12"0 CONC N IE=410.50 12" 0 CONC E 414 IE=410.68 12"0 CONC W 77 0 7 )) � �1 Q/ ABANDON IN PLACE /EXISTING POWER SDCB, RIM=412.25 .IE=408.60 12"0 CONC N / IE=408.54 12"0 CMP S / / SDCB, RIM=412.37 \ IE=405.87 12"0 CMP N SDCB, RIM=413.18 IE=403.98 TOP OF DEBRIS NO VISIBLE o PIPES IN STRUCTURE "SPEED \ LIMIT 35" "DRIVEWAY ACCESS OK" "NO PARK AND RIDE" PRESERVE AND PROTEC- EXISTING TREE NGPE FENCE (TYP) ol SDCB, RIM=415.53 IE=411.79 12"0 CONC E IE=411.79 12"0 CONC W I 00 i REMOVE EXISTING UTILITIES UNDER DEVELOPED BUILDING FOOTPRINT lCB, RIM=411.53 =407.33 16" 0 CONC E =407.18 16" 0 CONC W I / e P I `\SDCB, RIM=412.30 Ir-nnn nn �n",a nnnln r i 0 -412- P 0 f3 m RESUBMI E �/16/2 , CIT OF FED O ITY DEII @ STORM DRAIN MANHOLE 8 POWER OUTLET 71- SDCB, RIM=416.14 I I v ` 01�1 /6 ® NEW CATCH BASIN POWER CONDUIT IE=412.06 12"0 CONC E El CATCH BASIN P POWER STUB MARKER POST IE=412,31 12"0 CONC W I 101, IR \ ® STORM ROOF DRAIN Pe POWER PULL BOX 10" I \ F ❑O GAS METER ® POWER METER .41 J„ I Ya GAS VALVE SANITARY SEWER MANHOLE 1 ® G GAS STUB MARKER POST SIGN POST 12" TT TELEPHONE MANHOLE OCOS CLEAN OUT j TREE TO BE I w ❑� ❑ TELEPHONE RISER m SIGNAL JUNCTION BOX REMOVED (TYP) 1 p © POWER VAULT ® JUNCTION BOX 410" o � I I I- W o T �p TRANSFORMER 0 ELECTRIC STUB - I w w TRA C l C LANDSCAPE LIGHT 1 i 9" LIGHT POLE L.S. LANDSCAPE AREA 0 GROUNDING ROD C.W. CONCRETE WALK SDCB, RIM=413.15 I SDCB, RIM=413.0; IE=408.85 12"0 CONC IJ} IE-408.61 12"0 C XX GATE (R) RADIAL IE=408.85 12"0 CONC V�J I W O IE=408.60 12"0 C 12 Q z FIRE HYDRANT 4 DELTA 1 z > H WATER VALVE R RADIUS I IR WATER IRRIGATION VALVE L ARC LENGTH v WATER MANHOLE < > RADIAL BEARING / 1 I z D D- - - # IRRIGATION CONTROL VALVE = FOUND 3" BRASS DISK IN Ico b WATER FIRE CONNECTOR CONCRETE MONUMENT, IN CASE LOCATED OCTOBER OF 2003 1 x WATER VAULT (ESM) = BOUNDARY DIMENSIONS DETERMINED BY ESM i 1 WATER METER CONSULTING ENGINEERS, LLC FROM EXISTING MONUMENTATION AND (PLAT) DATA WATER HOSE BIB i i Q MW® WATER MONITORING WELL 1 FIRE DEPARTMENT CONNECTION I � TIR W WATER STUB MARKER POST ,( I 0 1 % i / 0 0 CHAIN LINK FENCE 00 >1 i O D APPROXIMATE UNDERGROUND LOCATION OF STORM DRAIN LINE / _ i 1 < I S APPROXIMATE UNDERGROUND LOCATION OF EXISTING SANITARY SEWER LINE 00 I ' "STOP" 1 % I IW W APPROXIMATE UNDERGROUND LOCATION OF EXISTING WATER LINE SDCB, RIM=413.74 �FE--6".11"2;iL( Q__. L , UTILITIES TO BE REMOVED OR ABANDONED IN PLACE IE=408.32 12"0 CPP E o" - - / CLEARING/DEMOLITION LIMITS r _ I 14" IR p I I8»81 1' F � DRY UTILITY TRENCH - - 1 77 I I I 1 1 F NOTES: II 1 a J 1. THE POSITION OF SURFACE FEATURES (CATCH BASINS, MANHOLES, HYDRANTS, ETC.) ARE /I 1 POWER TRANSFORMER I FROM ACTUAL FIELD LOCATIONS. THE POSITION OF UNDERGROUND UTILITIES ARE FROM - 1 1 ACTUAL FIELD LOCATIONS OF VISIBLE FEATURES AND CONSTRUCTION PLANS BY ESM FOR THE 10 STEADFAST COMPANIES AS APPROVED BY THE CITY OF FEDERAL WAY. THE APPROXIMATE 1 77 I UNDERGROUND LOCATIONS FOR UNDERGROUND STORM DRAINAGE, WATER AND SANITARY SEWER 6 HAVE BEEN DEPICTED HEREON. PLANS FOR POWER, TELEPHONE, GAS AND OTHER UTILITIES 0 c ' 6" I I WERE NOT AVAILABLE. 2. SURVEY FIELD WORK COMPLETED MAY 2019. 1 1 BASIS OF HORIZONTAL DATUM: 1 121 2 77 I NAD '83('91) WASHINGTON NORTH ZONE COORDINATE, EXPRESSED IN U.S. SURVEY FEET / BASED ON GPS OBSERVATIONS OF CITY OF FEDERAL WAY CONTROL POINTS. I 1 TR% CT A BASIS OF BEARING: N 88`18'03" WEST ALONG THE NORTH LINE OF THE NW 1/4 OF SECTION 1 / (NOT A PART) 16, T. 21 N., R. 4 E., W.M. SDCB, RIM=411.31 IE=407.96 16" 0 CONC E IE=408.1 1 16" 0 CONC W \ D / ------------ ---------------- ------------ o 7 P P S . I - SDCB, RI=411.87 I I IE-408.77 16"0 CONC N+ 1 I I I I I I I I BASIS OF VERTICAL DATUM. VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW-144. TOP OF a I MONUMENT INSIDE CASE LOCATED IN THE CENTER LINE OF SOUTH 320TH STREET, 0.2 MILES EAST OF 1-5 OVERPASS. ELEVATION = 462.93(FT) NGVD 29 SURVEY INSTRUMENTATION: SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT: FIELD TRAVERSE AND/OR GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) I I ELECTONIC TOTAL STATIONS, INCLUDING TOPCON PS-103A, LEICA TCRA 1105 PLUS TOPCON HIPER LITE PLUS GNSS EQUIPMENT. I I I I TOPCON GR-5 GNSS EQUIPMENT. 1 I -° I I PROCEDURE USED : FIELD TRAVERSE WORK COMPLIES WITH CURRENT STANDARDS AS I OUTLINED IN WAC-332-130-070, -080 AND -090. ALL INSTRUMENTS MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100. �- P 77 P P 1 P NOTE: THIS APPROVAL IS VOID 1 ONE YEAR 1 ISSMH, RIM=414.51 I I IE=404.66 8"0 CONC E AFTER APPROVAL DATE. THE CITY WILL NOT a �IE=404.76 6"0 CONC S I BE RESPONSIBLE FOR ERRORS AND/OR IE=404.56 8"0 coNc w I OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY 1 I I ENGINEER. I S a S I POWER VAULT 8 I I id 141 477 PERMIT NO. 21-105280-00-CO APPROVED DATE REVISIONS NO. DESCRIPTION/DATE BY WAY PMENT y T. Z O OVAL 44925 .�' LAB - 0 �2 0 m �0) J \ J 0000 N N M n vv t 0) L Q (n � a � c c: a v Lu 9L U cn _0_0 ,_ Z uiai JJ Z� 0 IJJ N M =0 'B ao 0)0 E Z 0) - Q °' a sC0 : W L G J<m 0 N� (nap_ _ v 0 Z o � '> � a 01- °0 C) co LL E - N 0, 3 ` 3 0Y � L 0 +s � c W U Ud Z O c� Z 2 N Q Z ^Q L.L cn >- z W Q o z J 3: O � J w Q < 0 0 C) W W z O W LL 0 v ~ z Q o0 W z W O Z J 0 2�_ X O U Q W Q 2 of W L I uj W LL_ LL_ O U JOB NO.: 2013-001-018 DWG. NAME: EX-01 DESIGNED BY: D RAW N BY: GFF CHECKED BY: DATE: 03/03/2022 DATE OF PRINT: EX-01 2 OF 11 SHEETS 0 0 0 M REVISIONS NO. DESCRIPTION/DATE BY Ad WAY PMENT G o BARTFN WA3y�Ncoy,9i.� °h 40111 %0 NAL 03/11 /202 - U M O ^0 J 00N N M N In N vv L C Q ��//�� VJ �+ C a O LU w QC co C Z 0 0 C� — Z� O IJJ N Co N O } O 0 53 00 C m ZU)a) _ U5Q °'� c L 0 J Q m O cn (n pp — _ o Z O U Co Ii E — U) L � 3 L �0 +s � c W U _ 3 Ud Z O H 0 Z_ 2 N L Q VJ I W Q LZ 1 � J Q Q W � o W_ W w W w Q W Z U) O z J oC 2 W 2 0 U Q W J Q 2 W W li li O it U JOB IFO.: 2015-001 018 DWG. DAME: LG-01 DESIGNED BY: I GIB DRAWN BY: GFF CHECKED BY: DATE: 03/03/2022 DATE OF PRINT: LG-01 3 o 11 s11 s 0 N m a 0 uo I 0 co w i N 04 O' O C N / D 00 w " i �o A PORTION OF NW 1/4 OF SECTION 15 AND THE NE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON S 320TH ST ` I (PUBLIC RIGHT OF WAY) BEAUTIFICATION EASEMENT UNDER RECORDING NO. 20000918000030 FO FO FO ----��-- _P_ _ _ FO FO FO FO F FO llla�p p — P �— p e F FO FO FO _ ----- ---— --- /'g —- - - - - - - -- - / _ 10.7'----- _ ❑ I ---------------------- _— — — — = — 1 � � 10 1 ' 1 9' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------------- —J 4 I \ 5.0' 0 I I 4 CONNECT TO EX 2 I I I , _ o �-J / CURB & GUTTER I18'1 O 28.2 ' 5.5'9' (NP) I3.5' �— 25' I / PAD F _�- SAWCUT LIMITS / 9 ® I r i (TYP) / (7,497 SF) I L J \ 8' L J L J I � I 6' I L L J -/ 9.3I Ili _ I a ADA ACCESSIBLE 4 L I ' STALL (TYP) o = I 0 m¢ ;= - WHEEL STOP (TYP) I _ �\\ 4 I 27.5' SEE DETAIL ON \ O1 7----------------- SHEET DT-03 \ T3 - — -- I R-3 (TYP) ---------------- - I 0 7 14.5' 11.3' TRASH / 4.5' RECYCLE 17.7' (D I 4 O1 v R=10' (TYP) .5' - 9 1 a � I I 0 I \ I I ! I EX WQ FACILITY TO BE REMOVED AND REPLACED PER WATER QUALITY CONSTRUCTION PLANS UNDER SEPARATE PERMIT ------------ Q n xEsvaMi F 3/16/20, CITY OF FED CONINIUNITY DE ] I SCALE: 1' = 20' 0 20 10 0 20 40 w CONTOUR INTERVAL = l' z> WGE 0 cl- TRACT C L_Z 1' ^ V J x W II j I CONNECT TO EX CURB & GUTTER Ij 0 O 3— I I I r I I i ► � 0 -- I I I v F� I I I I LEGEND I I I I LIGHT ASPHALT PAVING Q I I I I I I HEAVY ASPHALT PAVING CONCRETE PAVING ASPHALT ENHANCED PEDESTRIAN CROSSING (SEE LANDSCAPE PLANS FOR DETAILS) � I I I I DRY UTILITY TRENCH ------------ KEY NOTES � I \ a SEE SHEETS DT-01 - DT-03 FOR DETAILS. O1 - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB P P I I P P I I 2O - CEMENT CONCRETE BARRIER CURB / P I I I P 03 — STANDARD PAVEMENT SECTION I I I a 4 - CEMENT CONCRETE SIDEWALK I I - HEAVY DUTY ASPHALT PAVEMENT SECTION S S S S 1! P_ P p I F P - P W W -- 3 P P P p P P pp P P P P Q P P p p P P P P P r P — NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. 21-105280-00-CO APPROVED DATE FRE:VISIONS NC. DCSCR FTICN/DATC 3Y WAY G; BART WASy��coy,9C JQQ;P�F OF C-1 �o 40111 %O STER�G��� NAL 03/11 /2022 — U M O �0 J 0000 N D N M 0 vv t c L U) cr — a 3 cQ o a p Lu w Q w ty U to ccm Z ��i JJ ZLo 0 W N ce) °' o 0 'B 00 a E 0) z�'' Q 0) Q s 0 W L G JQ N 0 N (n 00 — - 0 cz Z o '> o _j IL O � �0 U�Ii E — N a, 3 cL -0 0' c W U 7 U10- z OO 0 z U) LL Q Q z � g W Q Z z Q � J � Q Q W H LLI N n J W LLI 0 W LL Z o 0 Q U LL] z v ! J 0 z z J 0 5 LLB 0 O U Q 3 LLI 2 Q Ld w Ld w LL. ILL. O U JOB NO.: 2013-001-018 DWG. NAME: ST-01 DESIGNED BY: LG13 DRAWN BY: GFF CHECKED BY: DATE: 03/10/2022 DATE OF PRINT: ST-01 4 OF 11 SHEETS J �- _D _ I _I aDI EX WQ FACILITY TO BE REMOVED____ AND REPLACED PER WATER QUALITY CONSTRUCTION PLANS \ UNDER SEPARATE PERMIT �n o� -0 T om 00 as 00 / V o f o c m a 0 I c cn w ` N O, O C N Q 00 E w o 0 J \ A PORTION OF NW 1/4 OF SECTION 15 AND THE NE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON / 416.42 DMATCH EX- J PAVEMENT FO F p F P pa - � ( ■ IR IR p���- -- - - - - -- -NGPE FENCE (TYP) --415.91� \ \ 415.84 - 41-4 - �413� / 412 S 320TH ST INSTALL FILTER FABRIC FENCE AT CONSTRUCTION LIMITS 416.45 (PUBLIC RIGHT OF WAY) SEE DETAIL ON SHEET GR-02 MATCH EX D PAVEMENT \ D - - _ FFO O FO FO \ P:- _-- --_ -------isr-------c _-, 416 -415.92--- - - - - - - - `------- --- -- -�� 414.64� l.c! 3.5% 1.0% N i414.49 415.80/ 414.55414.64 it I I 413.43 0.5% I 413.98 1.0% T L I I I 7 2.0% 7 I I I 42.5% 13.64 413.9� PAD F b1 �% I r LL (7,497 SF) 413.65 0 1 6° 413.9:f FF=414.64 I I I x .8% I I 0 TRACT C '�'� o I 413.65 0o 1.89% __- -- -_-- oI I .�. I 413.98 CURB RAMP #1 I I I F� - Iw - 1 1 SEE SHEET DT-02 II �I z 4 \3.65 .8% 413.97 I I I W 1 z °> L Z 111 INSTALL INLET PROTECTION (TYP) 22 7 _ L SEE DETAIL ON SHEET GR-02 �\ 1'6% CURB RAMP #3 SEE SHEET DT-03 � 413.22 413.52 / 1. q 2.5% I - 414.41 413.53 0 r 4 000 4�A N 00 4�A �0.4%_ 1.1 %- _ CURB RETURN #1 SEE SHEET DT-03 413.85 413.76 LP 413.46 CONSTRUCTION C1 LIMITS (TYP) CURB RAMP #2 SEE SHEET DT-03 �D ---------D-- 412 n xEsvaMi F 3/16/2 , CITY OF FED CONINIUNITY DE ] SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 1' EARTHWORK QUANTITIES PAD F CUT: 12 CY FILL: 556 CY NET: 544 CY (FILL) TRENCHES CUT: 1,392 CY (TRENCH OUTLINE SHOWN ON THIS SHEET MULTIPLIED BY 3' DEPTH FOR WATER AND DRY UTILITIES AND 5' DEPTH FOR SEWER) KEY NOTES OEXISTING LANDSCAPE CURB, GUTTER AND SIDEWALK TO 1 REMAIN. PROTECT FROM DAMAGE OR DISTURBANCE. ALONG PROPERTY FRONTAGE, CONTRACTOR SHALL REPLACE SIDEWALK PANELS THAT DO NOT COMPLY WITH ADA STANDARDS. OITEM TO REMAIN. PROTECT FROM DAMAGE OR DISTURBANCE. LEGEND --------------------- DAYLIGHT LINE CONSTRUCTION LIMITS FILTER FABRIC FENCE - -❑- - 0-- NGPE FENCE ■O INLET PROTECTION EX. TREE TO BE 0 PRESERVED/PROTECTED I 1. PRE -CONSTRUCTION MEETING. I 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. IDENTIFY AND PROTECT TREES TO BE RETAINED. 4. INSTALL PERIMETER PROTECTION, SUCH AS FILTER FABRIC FENCE, WHERE INDICATED. 5. GRADE AND INSTALL ROCK -LINED CONSTRUCTION ENTRANCE(S). 6. INSTALL SEDIMENT BARRIERS OVER EXISTING CATCH BASINS. 7. CLEAR TO LIMITS SHOWN ON PLANS AND INSTALL INTERCEPTOR DITCHES. 8. CONSTRUCT SEDIMENT PONDS. 9. ROUGH GRADE PARKING AREA AND BUILDING PAD. 10. INSTALL SANITARY SEWER SYSTEM. 11. INSTALL STORM DRAINAGE SYSTEM AND STORMWATER CARTRIDGE FILTERS. 12. INSTALL DOMESTIC WATER SYSTEM. 13. INSTALL SEDIMENT BARRIERS OVER CATCH BASINS. 14. FINE GRADE FOR CURB AND GUTTER, SIDEWALK, PAVEMENT, AND LANDSCAPING. 15. INSTALL CURB, GUTTER, AND SIDEWALK. 16. PAVE PARKING AREA. 17. REMOVE SEDIMENT BARRIERS. 18. COMPLETE LANDSCAPING. 19. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 20. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS. 21. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 22. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 23. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 24. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED, HYDROSEEDED AND BMPS REMOVED IF APPROPRIATE. NOTE: �I THIS APPROVAL IS VOID 1 (ONE) YEAR I AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. 21-105280-00-CO APPROVED DATE REVISIONS NO. DESCRIPTION/DATE BY L wax � o BARtFN WASy�Nc 40111 S,SoSTER�G��� NAL 03/11 /202 - U �2 o m �m J �. J I I ccoo N N +vv Min t c L Q W � a a a 0 w 9 ty 0 -0-0 c c Z of JJ Z� 0 IJJ N cy) o C� 'S co a E Zcn0 °'rn v W Lcc G J Q O 0 u (n00_ - c 0 Z o '> o_ 11 O -0 �v UcoIi E - ( �0 a) W O Ud z 0 z W LL 0 Q W Q Z z � J � Q Q C� I z W Io LLI W W L V U Q W vrr^^ ! Ld• O z O J W O U Q W Q Ld w Ld w w w 0 0 JOB NO.: 2013-001-018 DWG. NAME: GR-01 DESIGNED BY: LGB D RAW N BY: GFF CHECKED BY: DATE: 03/10/2022 DATE OF PRINT: G R-01 5 OF 11 SHEETS EROSION/SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.). 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX C3 OF THE SURFACE WATER DESIGN MANUAL. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR REVIEW. 15. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN A UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 16. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO THE OTHER PORTIONS OF THE SITE WHERE FEASIBLE. 17. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE -HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTINGS. WET SEASON SPECIAL PROVISIONS ALL OF THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. THESE REQUIREMENTS ARE LISTED HERE FOR THE CONVENIENCE OF THE DESIGNER AND THE REVIEWER. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"X2" BY 14 Ga. WIRE OR - EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' MAX. MINIMUM 4"x4" TRENCH I I POST SPACING MAY BE LJ INCREASED TO 8' IF BACKFILL TRENCH WITH NATIVE SOIL WIRE BACKING IS USED OR 3/4" TO 1-1/2" WASHED GRAVEL NOTE: FILTER FABRIC FENCES 2"x4" WOOD POSTS, STEEL FENCE SHALL BE INSTALLED ALONG POSTS, REBAR, OR EQUIVALENT CONTOURS WHENEVER POSSIBLE FILTER FABRIC FENCE DETAIL NOT TO SCALE 0 N m o a 100 N .. w rn i N N c 4) O 4) N 00 E; In w i L�0- DRAINAGE NOTES: (CITY OF FEDERAL WAY STD.) 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-08.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-2, 4-3, 4-4, 4-5, 4-8 OR 4-10. 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 7-024 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUB -SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.03 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. G. THE CITY DOES NOT ALLOW TAP -IN OR CUT -IN TEES ON MAINS FOR INDIVIDUAL LOT DRAINAGE. 8' - 10' nAl \/AAll-7rfl %Allflr Opp R=25' MIN. IF A ROADSIDE DITCH IS PRESENT, INSTALL DRIVEWAY CULVERT PER KCRDCS 4"- 8" QUARRY SPALLS ?T- GEOTEXTILE 12" MIN. THICKNESS ;�-� PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: • PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS (KCRDCS), DRIVEWAYS SHALL BE PAVED TO EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. • IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. ROCK -LINED CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE u I LIVJ/ll\ VJ- I J/ll L I /u FENCE OR EQUAL STEEL FENCE POST OR 2' x 2' WOODEN POST TEMPORARY N.G.P.E. FENCE DETAIL NOT TO SCALE r RUNOFF WATER WITH SEDIMENT CATCH BASIN W/GRATE GEOTEXTILE MATERIAL FILTER FABRIC OVERFLOW RESUBMI � GENERAL NOTES: (CITY OF FEDERAL WAY STD.) 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE -CONSTRUE o 1 6 / 2 CO I MEETING. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CC(DI(C),OF FED APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF THE STANDAGObSTWISY DE FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 3. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. ON -SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATU RDAYS. 8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 10. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS. 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07.23 - TRAFFIC CONTROL, SHALL APPLY. 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. FILTERED WATER INLET PROTECTION DETAIL NOT TO SCALE NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. 21-105280-00-CO APPROVED DATE I NO.DESCRIPTION/DATE BY IFREVISIONS 9 G o BART J�PP��pF WA3y�Nc!y,9� ohs NALR���\�� 03/11 /2022 - U lM O �� L_ J �� J Ico r- co 0) -:11 N M fl i W � a 3 cQ o a FL 0 w' w o o� �c Z (D - ZLo 0 W N ce) Q)o =o ('3 'B 00 E Zoo �'rn >1 °c �✓ E L JQN 0 00 - - -0.� Z o " �> J o_ O It - .0 U co Ii E - U) N 0, L �0 rn�: c w U U� z O 0 z N Q 0- V) i W 0 W Q Z I rr J Q Q I _j_ Q L W W W z W a o Of � W z O z J 0 (A C w W � ~ 0 U Q W J Q 2 W W O �7__ U JOB NO.: 20'. DWG. NAME: G'2 0i DESIGNED BY: DRAWN BY: CHECKED BY: DATE: 03/C./iCii DATE Ok '�RIIY'T: GR-02 6 OF 11 SF-DTS O L— _ ------ A PORTION OF NW 1/4 OF SECTION 15 AND THE NE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON MIA=M-ff MM--- W 9 ' \ I I EXCEPTION -------- (NOT A PART) i � � d 1 ° ° 00 ¢ O----- , v ' � � J ----- ------ n RESUBMI I S 320TH STREET Fo D D— (PUBLIC RIGHT OF WAY) ) D D D 3 / 16 / 2 0 , FO F� FO I D p P P FO PR Fo = P Fo E FO FO FO D 1000, PB P PS P — —P P— — P FO FO \ D- ITY OF FED /. PB — - - - -PB iB---------- ----- ---- — ITY DE I -- --\-- -----T ----------- =�= — `— _ — 415 lei \ \ \ \ \ \ p�15 i I lid I R o I II W -- ' > ® SCALE: 1 " = 20' _ I ir i I 1 0 20 10 0 20 40 PAD F i I V w CONTOUR INTERVAL = 1' / — (7,497 SF) �'I—� V �' Q TRACT C / PAD 414.64 I I z > EX STREET / ' LIGHT / I � I \ / ❑ GAS METER I � 0 `� LEGEND i / I I I z o SEE LEGEND FOR EXISTING AND PROPOSED L J I I UTILITIES ON SHEETS EX-01 AND LG-01. L J L _j I L J ® I ' I X /I I � 6 W ROOF DRAIN (TYP) I � I CONCRETE PAVING I I I o EX CB, RIM=412.37 DCVA, UTILITY VAULT I D— DRY UTILITY TRENCH IE=405.87 12"0 CMP N \\'���, 687—WA \ " / 4FIRE SERVICE II \ I I EX CB, RIM=413.05 POST INDICATOR COVERED TRASH I IE=408.61 12"0 CPP S ENCLOSURE VALVE \ I I — — — — IE=408.60 12" 0 CPP W \ j 1 I SEWER DRAIN I „ I III 2" DOMESTIC WATER ° — _ I F ERIVICE & METER TER i _� / /�J 4�4� I RE DEPARTMENT I I I CONNECTION iR -- -I- - ° W ----- EX 8" WM PROPOSED CATCH BASIN w I w i— — — — — — — — — — — — — — J 41 IR �� R � � CONNECT TO EX WM ` 6" SEWER SERVICE I I F FIRE HYDRANT a i I � I II ELECTRICAL TRANSFORMER (TYP) o I II I I SEWER CLEANOUT (TYP) 1 I EX CB, RIM=41 1 .39 I II I I IE=406.69 ll CONIC E IE=405.97 12 0 CMP SW IE=406.59 1 6" 0 CMP W I I � 4 z� Q I I I I I I I PROPOSED STREET I D D D D \ I I I I I I LIGHT l 1 I ®------------------------- SD ° I 7-) I I -4,2 / Q rn I I I I _U I as — o I EX WQ FACILITY TO BE REMOVED AND REPLACED PER WATER QUALITY CONSTRUCTION PLANS UNDER SEPARATE PERMIT EX SUB —BASIN, RIM=412.09 ' IE=405.89 12" 0 CONIC NE �,IE=405.89 12"0 CMP W Er �� 3 0 � � S S S S om " EX SDMH, RIM=411.95 N - ° IE=402.40 q CHANNEL ° \ IE=402.55 TOP OF DEBRIS a� O a O M O Q N\ N � m Q / w a, 04 NO / 00 E w i �o EFL EX SSMH RIM=413.44 IE=400.39 8"0 CONIC E IE=400.59 6"0 CONIC S IE=400.39 8"0 CONIC W IQs S S_ ----- - ------ P I I i P I I I I I I I I 1 I EX SSMH I I I I RIM=414.51 IE=404.66 8" 0 CONC E y1 IE=404.76 6" 0 CONIC S CIE=404.56 8" 0 CONIC W I I I CONNECT TO EX SS S I I I i I EX FIRE HYDRANT I I P� W W W _ W —P P P —PP� —t P I!P o P z Know what's below. Call before you dig. NOTE: a S THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT ° BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. \d PERMIT NO. 21—105280-00—CO APPROVED DATE REVISIONS NO. DESCRIPTION /DA E WAY G; BART WASy�Nc!y,9� J�P,P��oF 40111 / STER������ S/oNAL° 03/11 /2022 — U �2o m J00 J r- 00 0) N M n vv t c L � a � vQ o a o D W LLJW U c c Z W J J ZLO 0 W N ce) =0 (D'B 00 a E 0 z�Q �v J Q N O N rn 00 _ 0 0 Z o N '> _j 0- O � °v 0 co E — N Q, 3 c` 0 c W U UW Z 0 _Z 2 LL Q Q Q vJ i W Q z 3: I— z oC J g Q Q W 0 J W W H D W LL w ~ V Q V) O W z V) L z O p O U W 0 U Q LLI 2 Q w w L.L w 0 U JOB NO.: 2013-001-018 DWG. NAME: UT-01 DESIGNED BY: LOB DRAWN BY: OFF CHECKED BY: DATE: 03/10/2022 DATE OF F7"TT: UT-01 7 OF 11 SHEETS O N / N � m a 0 I V (N w L N 04 D N N � O w-71 w i A PORTION OF NW 1/4 OF SECTION 15 AND THE NE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. KING COUNTY, WASHINGTON S 320TH ST / (PUBLIC RIGHT OF WAY) BEAUTIFICATION EASEMENT UNDER REORDING NO. 20000918000030 - D FO F _ J 0 F FO FO _ \ \ \ 415 414- \�------ I off/z I 1/ I I\ IE-405.87 12"0 CMP N \ \ � I FOOTING DRAIN CONNECTION N:1 18295.66 ll,, ' �_D 0 -�P-----� P -, - 416 ICI � PB PB 415 W 101 � > 0I 4" 0 PERFORATED RIGID PVC '�' I IR FOOTING DRAIN SEE DETAIL ON SHEET DT-02 I I I >- TRACT C 5 LF, 6"0 SD I 28.2' W �° @ S=3 00% ROOF DRAIN CONNECTION I N:1 18382.89 W cf E:1273899.52 IE=413.64, 6" 0 I - - - SDCO #05, I I I _z F- N=1 18382.80 61 LF, 6" 0 SD E=1273904.52 I� �� i @ S=3.03% X TG=413.96 IE=413.49, 6" 0 I I W IE=413.49, 6" 0 It '1 14 LF, 6" 0 SD I @ S=14.29% -ROOF DRAIN CONNECTION I I I N:118322.35 I � E:1273898.42 IE=413.64, 6" 0 I I J -- ---�I---� -- PAD F SDCO #04, N=1 18322.10 (7,497 SF) E=1273912.23 TG=413.49 IE=41 1 .64, 6" 0 IE=41 1 .64, 6" 0 IE=41 1 .64, 6" 0 E:1273830.65 IE=413.14, 6"0 I- - - - - - - - - - - - - CB 02, TYPE 1 6" 0 SD 1 N=1 18276.91 @ S F11.70% E=1273822.42 P / TG=413.30 IE=410.80, 6"0 / 0 S P r3 S IE=410.30, 12 0 130 LF 12"0 SD I /0 412 I EX SDCB, RIM=411.31 I �\ IE=407.96 16"0 CONC E I IE=408.11 16 0 CONC W � I ---------° -- - I --------------- - o -412. /EX SDCB, RIM=411.87 IE=408.77 1 6" 0 CONC W �P P _ I P _ P D P m P 13 LF, 6" 0 SD + @ S=17.62% I II I L 414 414 I .� I 3 � I I I TI i I I I I I I I I I T . 11 I I I I I I I I vy w I w P p� -P p - o P -T� P �N P S a EX CB #04, TYPE 1 N=1 18321 .86 E=1273925.43 T^ n17 1,1 IE=409.35, 6" 0 IF rnN(' CONNECT TO EX CB CONTRACTOR TO VERIFY SIZE, LOCATION, ELEV, AND TYPE PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES EX SDCB, RIM=413.05 IE=408.61 12"0 CPP S IE=408.60 12110 CPP W 1 EX CB #03, TYPE 1 N=1 18273.42 E=1273951 .99 TG=413.74 IE=408.32, 12"0 IE=408.32, 12"0 CPP N IF=408.32 1 2" 0 CPP E CONNECT TO EX CB CONTRACTOR TO VERIFY SIZE, LOCATION, ELEV, AND TYPE PRIOR - TO CONSTRUCTION AND NOTIFY LENGINEER OF ANY DISCREPANCIES I� A O ' D G V -- 38.1 T -- _ I 15'-w W- r II I � I \ I I I I �I �v II �I � II v 131 II v II � II P / v II I�I v II v II �vs I -s SCALE: 1 " = 20' 3 16/20, 20 10 0 20 40 CONTOUR INTERVAL = 1' CITY 0 FED COMMUNI Y DE I NOTES 1. SEE SHEET DT-01 THRU DT-04 FOR DETAILS. 2. SEE LEGEND FOR EXISTING AND PROPOSED UTILITIES ON SHEETS EX-01 AND LG-01. 3. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. LEGEND LIGHT ASPHALT PAVING HEAVY ASPHALT PAVING CONCRETE PAVING ASPHALT ENHANCED PEDESTRIAN CROSSING (SEE LANDSCAPE PLANS FOR DETAILS) DRY UTILITY TRENCH STORM DRAIN LINE FOOTING DRAIN -------------------------- ROOF DRAIN 0 SDCO ❑® CATCH BASIN UTILITY CROSSING TABLE N:1 18275.19 E:1273884.56 O PROPOSED 12" 0 SD INVERT=409.36 PROPOSED 6" 0 SS CROWN=408.12 CLEARANCE=1.25' N:1 18274.66 E:1273906.17 2O PROPOSED 12" 0 SD INVERT=409.17 PROPOSED 4" 0 WA CROWN=408.17 CLEARANCE=1.00' N:1 18274.35 E:1273917.55 O3 PROPOSED 12"0 SD INVERT=408.95 PROPOSED 4" 0 WA CROWN=407.95 CLEARANCE=1.00' Know what's below. Call before you dig. NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. 21-105280-00-CO APPROVED DATE REVISIONS NO. DESCRIPTION/DATE BY JD WAY G; BART� WASIHjl (S o° 40111 ��CCSTER��°\��� �sS/ONAL 03/11 /2022 - U �2 o m m W J col- rn 000 N N M n vv t L c//�/� W a C o 0- 0 D w 9L U cn -0-0 c c Z Uj W J J Z110 0 LLI N ce) o (D 'S o E zC/)0) m� zm J Q N 0 N U) _ = o Z o '> Ucoli E - U) .L c` 3: C 0 c W O ;� UW z O z L Q ^Q L.L W Q Z Z � � 12� J W o Q Q Q Z W of 1 o W W W LL Of 0 V V) W z cl) Z 0 O Z Y J G Q W O U Q W Q w w LL LL- O U JOB NO.: 2013-001-018 DWG. NAME: SD-01 DESIGNED BY: LGB DRAWN BY: GFF CHECKED BY: DATE: 03/10/2022 DATE OF PRINT: SD-01 8 OF 11 SHEETS 0 i 0 0 0 N GO M Q 0 � M I N w � N s- N �a � N GO E In M w i RESUEELI DETECTABLE WARNING A RAMP 0'� 1 1/2"R 3 SURFACE AREA SHALL A ' �(TYP) - 0 2'-0' 4'_0" MIN. 3 / 1 6 1 NOT REQUIRED FOR BE YELLOW B 2 3/4"R J LANDING RADIUS POINT OF I �(T,P)LLJ CURB RETURN ONSITE DEVELOPMENT O ------------------------------------------------------------ BASED ON 2018 IBC A ��B �(,YP; 4" o \_ ,D °• IN. CITY OF FED 3/B R W j I MIN. MAX. - + - O+ O - - - - I M RgOj A 1.60" 2.40„ O (TMP) i �" -fr 3'4"(�) - - - - w ...::. .02 FT. T.* .. o COMMUNITY E �S(grC�ReF,^ B O.a-" ngn" I I C 2" I - / i1 6,_G„ CURB AND GUTTER �- � - ' E WARNING l 0.90" 1.40" EZ I I I"„ I TO CONFORM TO C"^ I SURFACE (S D 12" OR 11 SLOPEOR0.02 FT./" E 0.20" 0.20" PATTERABLE WARNING i 3 PLANTING STRIP` (SEE DETAIL) i SECTION ELEVATION MOUNTABLE CEMENT CO CRETE CURB IF ANY) CEMENT CONCRETE ELEVATIO 1 o'o'o'o'o'o'o°o°o'o'000000 SIDEWALK PEDESTRIAN CURB E 1211 M 2.1 MAX. SLOP �000000°o °0000000o AX. SLOPE TRUNCATED DOMES LANDING DETECTABLE WARNING SURFACE DETAIL 0000000000000000 0000000000000000 s" Y EXPANSION JOINT 4 J - - /i Q , � 3 5 6 4'-0" 5 6 _-O * 0.D2 FT./FT. RAMP O' Q NOT REQUIRED FOR .I CEMENT CONCRETE W ONSITE DEVELOPMENT NOT REQUIRED FOR ;.: . DETECTABLE WARNING BASED ON 2018 IBC SIDEWALK .;,i: ;. •. .•. a,• PATTERN (SEE DETAIL) g•• 2' 0" �m FLUSH PLANTER 5'-0"MIN. 4'-0"MIN. ONSITE DEVELOPMENT T2" CRUSHED OP COURSE (CSTC)ING o.02 Fr./FT. STRIP 15'-0" MAX. ISOM IC 1'-6" (SEE NOTE 2) BASED ON 2018 IBC ISOMETRIC VIEW -BACK OF IDEWALK TECTABLE WARNING NOTE: TOP OF LIP AT DRIVEWAYS. 1 50• 6.5' 8.0' PLAN VIEW J PA RN AREA SHALL BE A SIDEWALK RAMP SEE CURB DETAIL 2" CSTC 4" THICK CEMENT CONCRETE SIDEWALK YELL IN COMPLIANCE WITH B PLAN TYPE 'C' BOCK TRAFFIC CURB NEW CEMENT CONCRETE CURB & GUTTER DRAWING 3-4 SECTION A -A WSDOT D. SPEC. 8-14.3(3A�� e NOTES: NOTES: NOT REQUIRED FOR @ SURFACE (SEE EEDETAIG ONSITE DEVELOPMENT SURFACE (SEE DETAIL) 1. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS 1. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES EXPANSION JOINT (1R ()THFR APPI IRTANFN(:FC IN PPONIT OF: THE RAMP OP ON ANY INCL. HYDRANTS, POLES, AND INLETS. RAgFn nNI in 1 R I RC.. CEMENT CONCRETE SIDEWALK • .. •. RAMP PART OF THE CURB RAMP OR LANDING. TOP OF ROADWAY 2. THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE 2.0% MAX. THE RAMP LENGTH TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP SLOPES. WHEN 15 1/2" I NOTES: ip:.'!�. ° 10 `" •. ..; 1. S DWG. 3-3 FOR JOINT REQUIREMENTS. PAVEMENT \ . ....' R = 1/2" 2. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY ENGINEER. 3. WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF THE CTRCLT RAAAPC CWAI I GG / n!\IC PI I/ Twn AT rnPPWCPnKInIN/ MIN. - MAX. PLAN " C 8.3% MAX SEE NOTE 2 .., A 1 5 2 3 8" B 5 8" 1 1 2" C 7 16" 3 4" D 7/8" 1 7/16" APPLYING THE 15 FOOT MAX. LENGTH, THE RUNNING SLOPE OF - - "" - -'"'-- -- --"- -- -- ' "- "--'- 2. OLL GUTTER TO MATCH POSITIVE SUPERELEVATION. SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREET. I DEPRESSED THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. ?'� SEE DWG. NO. 3-9. CURB & GUTTER 3. TO BE USED ONLY AS APPROVED BY THE PUBLIC WORKS DEFT. 4. ON ARTERIAL STREETS, IN GENERAL CASE, CURB RAMPS TOP OF CURB ELEVATION SHALL BE CONSTRUCTED TWO PER RADIUS, IN OR AT APPROACH '.: PREFERABLY ADJACENT TO THE MAIN PEDESTRIAN PATHS. DETECTABLE WARNING PATTERN DETAIL SECTION OA `. 5. ON RESIDENTIAL STREETS OR WHERE UTILITIES ARE IN CONFLICT OR STREET GRADE EXCEEDS 4.0% CURB RAMPS MAY BE 7 3/4" CONSTRUCTED ONE PER RADIUS, AT MIDPOINT OF CURB RETURN OR AT MAIN PEDESTRIAN PATH. REV. JAN2013 CEMENT CONCRETE BARRIER CURB REV: FEB 201 REV. MAR 2011 mv co PUBLIC <=� � SMOWRY WORKS SINGLE DIRECTION CURB RAMP DWG. NO. 3-10A cffv OF PUBLIC SM' WRY WORKS CURB DETAILS DWG 'NO.� 3-4 (MTVPUBLIC WORKS CURB RAMP IN VERTICAL CURB DWG. NO. 3-11 WITH PLANTER STRIP oaa��o FRAME AND GRATE O 11 0 7 1 4 FOR MACHINING NOTES: CLEARANCE 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM } THIS BAR A THICK 0 0 (NP. 4 PLACES) C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON BARS 1 5/8" THICK PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. o ro THIS AREA 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE 1 1/8" TYP. BAR 5 S•- 30FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES a BARS 1 3/8" THICK 20. PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL MNTHIS AREA Z COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC 7/8" TYP. SLOT a� s SHALL NOT BE PLACED IN KNOCKOUTS. SEE DETAIL 5 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BEFA n LEVELING PADS \6" 6" RISER SECTION CLASS 4000. Q pcc 8 - 3/4" X 1 3/4" X 1/8" T S1NVlnllod ON dW VW3N1S o1 11tld n0 N 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS 1 #3 BAR HOOP OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT 1 1/4" 1 7/8" BE GROUTED IF WALL IS LEFT INTACT. TOP VIEW BOTTOM VIEW S.. ao" 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. z^ S' 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. 5 DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 23 3/4" oo ° 17 3/4" N / 12" 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE �� N 12" RISER SECTION PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION R=7 t 4" 1 3/ay' I I J1 3/4' 3/4" 2 #3 BAR HOOPS 7 8' y.1r4"AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. f1 q � 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH 23 1/2" 17 1/2" N REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-62ID. 22. MATING SURFACES SHALL BE FINISHED TO ASSURE 2y' NON -ROCKING FIT WITH ANY COVER POSITION. SIDE VIEW END VIEW ¢ yiN 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. NOTES: r� 11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM 1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC X 2" SOCKET VERTICAL EDGE OF CATCH BASIN WALL. a HEAD (ALLEN HEAD) CAP SCREW. #3 BAR EACH CORNER n 2. GRATE SHALL BE CAST IRON PER ASTM A48 CLASS 30 UNLESS o PRECAST BASE SECTION OTHERWISE SPECIFIED. N (MEASUREMENT AT THE TOP a OF THE BASE) N #3 BAR EACH SIDE „2•' �I I: �8" SLOT DETAIL L. ✓ SEE NOTE 1 #3 BAR EACH WAY IJULY 20141JULY 2014120141JULY 20141 PUBLIC Fao.1(WU lMi MF CATCH BASIN TYPE 1 DWG. NO. PUBLIC �[�C�Co1C�C�aO lMi �� STANDARD HERRINGBONE GRATE DWG. NO. <�[: WORKS 4-1 WORKS (NOT FOR USE IN PUBLIC ROADWAYS) 4-5 ASPHALT CONC. PAVEMENT HMA, CLASS 1/2", PG 58-22 3" COMPACTED DEPTH MINIMUM CRUSHED SURFACING TOP COUR 1 1/2" COMPACTED DEPTH MIN. CRUSHED SURFACING BASE COU 2 1/2" COMPACTED DEPTH MIN. NATIVE MATERIAL RECOMPACTED 95% TO BE USED FOR SUB-BA' HEAVY PAVEMENT SECTION PARKING AREA NOT TO SCALE ASPHALT CONC. PAVEMENT HMA, CLASS 1/2", PG 58-22 2" COMPACTED DEPTH MINIMUM CRUSHED SURFACING BASE COU 2" COMPACTED DEPTH MIN. PROOF COMPACTED NATIVE SOIL, STRUCTURAL FILL OR EXISTING FILL PREPARED AND/OR REPLACED AND COMPACTED TO 95% TO BE USED FOR SUB -BASE LIGHT PAVEMENT SECTION PARKING AREA NOT TO SCALE % A/ I I r r 1 n I I A I n n A A A n �8�9� ADA PARKING LAYOUT NOT TO SCALE 6" OR 8 1/ 2" GROUT TOP OF SLEEVE AS NOTECr CONCRETE SIDEWALK WITH 1/2" OF PORTLAND CEMENT' RAMP WHERE OCCURS n2 n2 Le PRECAST SLEEVES TO 4 1/2' ACCEPT #6 RE -BAR FOR A SNUG FIT. PLACE 8" FROM `0 A.C. PAVING ' EACH END. #4 X 12" LONG @ 32" O.C. FOR SIDEWALK TIE-IN. 2 #6 X 1'-0- LONG (MIN.) T z RE -BARS DRIVEN THROUGH #4 BAR CONT. PRECAST SLEEVES INTO TACK COAT PAVING COMPACTED SUB -BASE. TO CONC. , TYP. I N ouquou 0 0 O 12" 91I 00 O0o Ooo I Do0 0/ 0 Ooo O c O o O �) O 0 O 0 O 0 NOTES: ( TYPICAL @ ALL SIMILAR CONDITIONS) 1. BOTTOM OF CURB TO BE SET ON COMPACTED SUB -BASE OR NATURAL UNDISTURBED SOIL (PER SOILS REPORT). NOTE: 2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. WHEELSTOP PLACED PER PLAN. 3. PROVIDE 1/2" EXPANSION JOINTS AT 25'-0" O.C. MAX. AND y AT CURVES, TANGENTS AND CORNERS, (FELT TYPE). H� WHEELSTOP 6'-0" IN LENGTH. 4. CONTINUE REBAR THRU EXPANSION JOINTS. 5. CONCRETE SHALL BE CLASS "A" W/ fc=3,000 P.S.I. @ 28 DAYS. WHEELSTOP DETAIL CONCRETE CURB AT SIDEWALK NOT TO SCALE NOT TO SCALE 4DA PARKING SIGN (TYP) WHEELSTOP (TYP.) 6"x6" SQUARES FOR LAYOUT ONLY HANDICAPPED SYMBOL 4" WHITE LANE STRIPE (TYP) NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. 21-105280-00-CO APPROVED DATE I qn I REVISIONS NO. DESCRIPTIONT'DATE BY G o BARTFN pF WABy�Nc!y°9� 40111 03/11 /2022 - U N1 O �m Lo J Go 00 C14 N M C-4 L L Q U) - 3 c 2 0 C, d LIJ W Q wO LLI C C Z �� _J_j ZLo O LLI N cy) V :3 OD (D :3 N E Z 0) - v1 0 > W cCv L G JQ� O 0 GO - - Z O °> J t L. O t 7 °U U co LL E - o c)1 3 'L 3 c L c0 a)3 C W O .--a 3 C) Z 0 Z N 3 I' I..f_ Q V , I W Q z � J J_ W_ Q W IW 1..L L o Q W z U) O z 0 J c� 2 W 2 O U Q W J w o w LL" LL. O U JOB NO.: 2013-001-018 DWG. NAME: DT-01 DESIGNED BY: LGB DRAWN BY: GFF CHECKED BY: D A I I : 03/10/2022 DATE 0- PRINT: DT-01 9 OF 11 -TEE-- 0 0 / r) 0 N / (N m O Q I � V w i N v N O � N 00 E; w M w F2EVISIONS NO. DESCRIPTIONI/DA WAY G; SART wASFj�Nc�o°°G� OSTER�G��� NAL /11 /2022 - U M O �0 J \ J rn 0M0 N 3 N M n to N vv t c L Q //�/� VJ - 3 C p d 0 v LU LU J U U) _0> C C lWi lai J J 'ZR V - ZLo O W N co �o (D :3 o v E (W 0) Zfn< v J Q O U) U (n 00 _ U - v .� o Z o '> C O � �U UcoUi E — U) 3 C •L 3 c L E0 +s � c W U _ 7 U� Z O H C� _Z 2 N L Q Q VJ I W Q LZ 1 � J Q Q W 0 � W W a W LLo 0 F- Q W Z c/) O z O J W O U Q W J Q 2 Ld w Ld w L.L ILL. O U JOB NO.: 2013-001-018 DWG. NAME: DT-02 DESIGNED BY: LGB DRAWN BY: GFF CHECKED BY: DATE: 03/03/2022 DATE OF PRINT: DT=02 10 OF 11 SHEETS j j Nz 0 0 0 / M 0 N m Q 0 � m I N w / N �o C N N � 00 E; 0 M w / 0 LT- a: -vq///00,0 O CURB FLTABLE BCR 1/4A 1/20 3/40 ECR NORTHING EASTING ELEV. 118288.13 1273796.87 413.22 118284.30 1273797.57 413.26 118281.03 1273799.68 413.32 118287.81 1273802.88 413.35 118277.98 1273806.68 413.39 0=89°49' 17" R=10.00' L=15.68' 5' CURB RAMP DETAIL #1 SCALE: 1 "=5' CURB RETURN DETAIL SCALE: 1 "=5' PAD F (7,497 SF) CURB RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 413.97 (@ FL) B 413.98 (@ FL) C 413.97 (@ FL) D 413.97 (@ FL) E 414.47 F 414.47 G 414.45 H 414.45 1 414.55 J 414.55 ---------------------- i I CURB RAMP #2 SPOT ELEVATION CHART POINT ELEVATION A 413.52 B 413.59 C 413.95 D 414.01 E 413.99 F 414.05 CURB RAMP DETAIL #3 SCALE: 1 "=5' n xEsvaMi F 3/16/2 , CITY OF FED CONINIUNITY DE ] SCALE: 1' = 5' 5 2.5 0 5 10 CONTOUR INTERVAL = l' NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. 21-105280-00-CO APPROVED DATE REVISIONS NO. DESCRIPTION/DATE BY G o "RT WAQNc!y,9� J�PP��pE o° �o P 4011 oNAL 03/11 /2022 - U M O �0 0) 0) J \ J 00 r- w N 3 N M n vv t L c//�/� Q W a C o a v W Q w w U cn -0-0 C C LLJ�i JJ 'z V - ZLo 0 IJJ N cy) oa) 0 'S co E 0) Z Q co W ccc L G J Q f� Q v) . (n 00 _ U - a .Q) c o Z o '> a O � °v UcoIi E - ( 3 cL �0 rn� c W U 7 _ Ud z O 0 _z U) LL Q p Q i W Q z � J N Q Q Q W � p � W W - W LL � ( ~ Q m of W cl) U z O z 0 J 0C 2 W 2 0 U Q W J 2 Ld W Ld W O U JOB NO.: 2013-001-018 DWG. NAME: DT-03 DESIGNED BY: LGB DRAWN BY: GFF CHECKED BY: DA I I : 0_SV 1 o/JOJJ DATE 0- PRINT: DT-03 1 1 GE 11 SIT--TS