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21-105282_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 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: RESUBMITTED CONSTRUCTION PLANS 3/16/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT for UTILITY PROVIDERS: THE COMMONS AT FEDERAL WAY SEWER: LAKEHAVEN UTILITY DISTRICT WATER: LAKEHAVEN UTILITY DISTRICT POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY PAD I 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 GEOTECHNICAL ENGINEER GEOTEST, INC 20527 67TH AVE NE ARLINGTON, WA 98223 CONTACT: KURT PARKER, LEG PHONE: 360-435-1 141 ARCHITECT MCG ARCHITECTURE 250 SUTTER STREET SUITE 500 SAN FRANCISCO, CA 94108 CONTACT: DAVID BLAIR PHONE: 415-974-6002 OWNER/ DEVELOPER MERLONE GEIER PARTNERS 457 SW 148TH STREET SUITE #202 BURIEN, WA 98166 CONTACT: GLENN GOODMAN PHONE: 206-439-2330 EXT. 526 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 om 00 a� 00 / FIRE: FEDERAL WAY DISTRICT #39 SCHOOL: FEDERAL WAY SCHOOL DISTRICT #210 prepared PARKING M RLONE G I R PARTNERS 457 SW 148TH STREET SUITE #202 BURIEN, WA 98166 (206) 439-2330 EXT. 526 CONTACT: GLENN GOODMAN prepared by 33400 8th Ave S, Suite 205 FEDERAL WAY, WA 98003 Phone: (253) 838-61 13 03/11 /2022 DATE: 3/1 1 /2022 ESM JOB NO. 2013-001-018 SHEET 1 OF 11 REGULAR STALLS = 7 COMPACT STALLS = 0 ADA PARKING STALLS = 2 TOTAL = 9 Sheet Index City of Federal Way SHEET N0. DRAWING N0. DESCRIPTION 1 2 3 4 5 6 7 8 9-10 11 CV-01 COVER SHEET EX-01 EXISTING CONDITIONS & DEMOLITION PLAN LG-01 LEGEND ST-01 HORIZONTAL CONTROL, PAVING & SITE PLAN GR-01 T.E.S.C. & GRADING PLAN GR-02 UT-01 SD-01 DT-01 — DT-02 DT-03 T.E.S.C. & GRADING DETAILS COMPOSITE UTILITY PLAN STORM DRAINAGE PLAN 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. 21-105282-CO APPROVED DATE REMOVE 10 LF WALL AT PROPOSED STAIR LOCATION SDCB, RIM=407.01 IE=403.11 12"0 CONC N IE=403.06 12"0 CONC S IE=403.01 10"0 CMP E WITH FLOW CONTROL SDCB, RIM=404.41 IE=400.24 12"0 CONC N IE=400.24 12"0 CONC S o' a! 3 0 0 I o' X� w / om m 00 as 00 / 0 0 0 / M 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 I II 4"0 DRAIN THROUGH / CURB ISLAND I I I I I I I I I I I NE :1 ; \ \ \ \ V-4 � 4"0 DRAIN THROUGH CURB ISLAND r------ - - - - -A -- - --d 6 \� SDCB, RIM=411.24 IE=400.99 32"0 CMP N IE=400.74 -' 32"0 CMP SE IE=401 .44 5 IE=401.54 12"0 12"0 PVC W CONC NW NOTES: 5" 1. THE POSITION OF SURFACE FEATURES (CATCH BASINS, MANHOLES, HYDRANTS, ETC.) ARE FROM ACTUAL FIELD LOCATIONS. THE POSITION OF UNDERGROUND UTILITIES ARE FROM ACTUAL FIELD LOCATIONS OF VISIBLE FEATURES AND CONSTRUCTION PLANS BY ESM FOR THE STEADFAST COMPANIES AS APPROVED BY THE CITY OF FEDERAL WAY. THE APPROXIMATE UNDERGROUND LOCATIONS FOR UNDERGROUND STORM DRAINAGE, WATER AND SANITARY SEWER HAVE BEEN DEPICTED HEREON. PLANS FOR POWER, TELEPHONE, GAS AND OTHER UTILITIES WERE NOT AVAILABLE. 2. SURVEY FIELD WORK COMPLETED MAY 2019. BASIS OF HORIZONTAL DATUM: NAD '83('91) WASHINGTON NORTH ZONE COORDINATE, EXPRESSED IN U.S. SURVEY FEET BASED ON GPS OBSERVATIONS OF CITY OF FEDERAL WAY CONTROL POINTS. BASIS OF BEARING: N 88°18'03" WEST ALONG THE NORTH LINE OF THE NW 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. BASIS OF VERTICAL DATUM: VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW-144. TOP OF 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 LOT 1 (SEARS) SSMH, RIM=413.88 IE=397.58 8"0 CONC NE IE=397.53 8"0 CONC SE IE=397.38 8"0 CONC W WATER VAULT WATER VAULT ----------- 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) ELECTONIC TOTAL STATIONS, INCLUDING TOPCON PS-103A, LEICA TCRA 1105 PLUS TOPCON HIPER LITE PLUS GNSS EQUIPMENT. TOPCON GR-5 GNSS EQUIPMENT. PROCEDURE USED : FIELD TRAVERSE WORK COMPLIES WITH CURRENT STANDARDS AS OUTLINED IN WAC-332-130-070, —080 AND —090. ALL INSTRUMENTS MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100. RESUBM T 3/16/ a CITY OF FE R COMMUNITY D SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 1' LEGEND STORM DRAIN MANHOLE 8 POWER OUTLET ® NEW CATCH BASIN ® POWER CONDUIT ❑ CATCH BASIN © POWER STUB MARKER POST 0 STORM ROOF DRAIN Pa POWER PULL BOX ❑o GAS METER ® POWER METER Ill GAS VALVE SANITARY SEWER MANHOLE OG GAS STUB MARKER POST SIGN POST (1) TELEPHONE MANHOLE OCOS CLEAN OUT ❑ TELEPHONE RISER m SIGNAL JUNCTION BOX © POWER VAULT ® JUNCTION BOX �p TRANSFORMER e ELECTRIC STUB LANDSCAPE LIGHT LIGHT POLE L.S. LANDSCAPE AREA O GROUNDING ROD C.W. CONCRETE WALK XX GATE (R) RADIAL FIRE HYDRANT A DELTA H WATER VALVE R RADIUS FIR] WATER IRRIGATION VALVE L ARC LENGTH ® WATER MANHOLE < > RADIAL BEARING # IRRIGATION CONTROL VALVE = FOUND 3" BRASS DISK IN b WATER FIRE CONNECTOR CONCRETE MONUMENT, IN CASE LOCATED OCTOBER OF 2003 OW WATER VAULT (ESM) = BOUNDARY DIMENSIONS DETERMINED BY ESM WATER METER CONSULTING ENGINEERS, LLC FROM EXISTING MONUMENTATION AND (PLAT) DATA WATER HOSE BIB MW® WATER MONITORING WELL FIRE DEPARTMENT CONNECTION e WATER STUB MARKER POST CHAIN LINK FENCE D APPROXIMATE UNDERGROUND LOCATION OF STORM DRAIN LINE S APPROXIMATE UNDERGROUND LOCATION OF EXISTING SANITARY SEWER LINE W APPROXIMATE UNDERGROUND LOCATION OF EXISTING WATER LINE UTILITIES TO BE REMOVED OR ABANDONED IN PLACE CLEARING/DEMOLITION LIMITS DRY UTILITY TRENCH 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—105282—CO APPROVED DATE PREVISIONS NO. DESCRIPTION/DATE BY ol L WAY Y T. VASxj o � 1 14 925 SPEg�' L LAk 03 22 - U po 0 m coo) J I I w N N M n vv t c L Q // U) a � C a a v LLI Ld � ow U rn v c c Z �� JJ C3 — Z� O LLI N c+D Ov C'3 co E ZcnO 0) a) c: W Lcc G J < 0 N � W O — _ c O ZOO � > Jd 0It _ .� co Uli E — U) 0 +s � c c L 0 a c W U Ud Z O H 0 Z_ 0 Q L.L (� I Z } W Q a- Z ~ O J ~ Q O W Ld o 0 ld W W W z � O Q H W U) o Z z Z o O J z � W CC G V) O w U Q W I Q W 0 Lv LL. LL. O U JOB NO.: 2013-001-018 DWG. NAME: EX-01 DESIGNED BY: D RAW N BY: BA CHECKED BY: DATE: 03/03/2022 DATE OF PRINT: EX-01 2 OF 11 SHEETS O N Cf) '5 m Q 0 � o w i N � N O � N oo E; u)rl) w REVISIONS N I—IION/.'A 2 WAY PMENT G; BART WAj4;-. y,9� o 40111 °cV� STER����� NAL 3/11 /2022 - U J �.• M O �� c0 O) I I L 3 J 0000 N N M C L Q VJ - Q 3 c C Q a o w Q� ui Ld U N c c Z U- J J 0 — ZLo 0 W N CO 0 .� c +_' O 7 00 W E Zoo _CliQ a)W •� c L J Q O N u Cl) ap — Z o U _ '> a c 0 J li O It � .� U co U- — N 3 ` L � 3 L C 0 C W U _ 7 Ud Z O H 0 Z_ 2 N Q Q ^Q VJ W Q Z � � J Q Q I 0— W fr 0 W_ W w LL w W Q W Cl) Z z O 0 W O U Q W 2 w W 0 w O U DWC. KAME: LG-01 )I S CK: C '3Y: I GIR 1 ' 2AVV K I ?": BA CTECK-D EY: DATE: 03/03/2022 SAIL '.- P T: LG-01 3 11 S1 is i 00 0 00 as 00 / O N / co 0 Q 0 00 I N c w / N i N o) O � N 0 O E, U)rl) 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 ,I a ❑ ❑ ❑ ❑ P , P ----- -\— PACIFIC HWY S (PUBLIC RIGHT OF WAY) LIGHT ASPHALT PAVING CONCRETE PAVING ASPHALT ENHANCED PEDESTRIAN CROSSING (SEE LANDSCAPE PLANS FOR DETAILS) DRY UTILITY TRENCH SEE SHEETS DT-01 — DT-03 FOR DETAILS. O1 — CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB O — CEMENT CONCRETE BARRIER CURB O3 — STANDARD PAVEMENT SECTION O4 — CEMENT CONCRETE SIDEWALK RESUBM T 3/16/ a CITY OF FE R COMMUNITY D SCALE: 1 if = 20' 20 10 0 20 40 CONTOUR INTERVAL = 1' \ J i i s � a- I i i y�'i. � i i i s (f'�♦�f � CURB RETURN #1 SEE SHEET DT-03 a ti /\ CONNECT TO EX CURB & GUTTERL boa d �-t 0 1.0 (TYP) Ld 5.1' Z > WE G ol 15.1 ' z �o� U) x W PROPOSED BLOCK RETAINING WALL 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 N0. 21-105282-CO APPROVED DATE REVISIONS NO DESCRIPTION/DATE BY Of L WAY G; BART� wnsy�N6o�y,9� OS ........ NA 03/11 /2022 — U ^ 0 �0 J � � J I I co N }• N M to to C14 v� L L C Q (n - 3 c p d D_ 6 w o vv c:c Z w JJ ZLo 0 11J N cy) N 0 0 C� 5 cm E z0 -C6>Q °c'rn 5,� ~ �> >0 JQ c� O U)00 - - o 0 Zo" °> -Ja O 11 -0 .v Uco coli E — nN W � 3 3 �-y L C 0 W U 3 Ud Z O 0 Z_ 2 Q 0 Q Z � g U)o i W Q Z > Z F-- � J � Q Ld W N � 0 J LLI W O L W v O 0 Q W C/) Q Z z O O 0 J � N W 0 O U Q W 2 w w 0 w O U SCE VO.: 2013-001-018 DWC. DAME: ST-01 DLS-CD_D BY: LGB DRAWN BY: BA CHECKED BY: DATE: 03/10/2022 CAIF OF P T: ST-01 4 OF 11 SHEETS LEGEND DAYLIGHT LINE CLEARING LIMITS FILTER FABRIC FENCE �- INTERCEPTOR DITCH O■ INLET PROTECTION NCO_ 7iu w rr 0 0 / w Z > I W fy / Z /m N x a I w IN 0 00 as 00 / 0 0 0 r� 0 N / m Q 0 00 � N w / N i N �a � N o� E; u) r'M Li i / Boa /s 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 5.0' 41 1.36� L0- 405.56 5. 0' I f=j-- /-41 1.36 I� I 10 STAIRS WITH 7" RISER AND 11" TREAD AND METAL HANDRAIL PER COFW DWG NO 3-25 ON SHEET DT-02 �405.56 DETAIL A SCALE: 1 "=5' 7 oM TW=41 1.53� II BW=408.55 =I I I / r J PRESERVE AND PROTECT EXISTING POWER TRANSFORMER BLOCK RETAINING WALL r -- DETAIL B SCALE: 1 "=10' 0 CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 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. n SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 1' KEY NOTES RESUBM T 3/16/ a CITY OF FE R COMMUNITY D 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. EARTHWORK QUANTITIES PAD I CUT: 10 CY FILL: 1,080 CY NET: 1,070 CY (FILL) TRENCHES CUT: 660 CY (TRENCH OUTLINE SHOWN ON THIS SHEET MULTIPLIED BY 3' DEPTH FOR WATER AND DRY UTILITIES AND 5' DEPTH FOR SEWER) i / � o 0 0 0 0 ------------- -------- ----- U\Q�_VL N CURB RAMPS #1 & #2 0 0 - - - - ---- SEE SHEET DT-03 0 0 ® o a -a ----- ------------71 ---- 4---- - i I � x l _ o a CURB RETURN 1 0.1 % �3�9 \ SEE SHEET DT-03 _- -- --- 411.00 e 104 410.87 O F - I 3.0% ��1° �� \ T -'' I0.7 21 PACIFIC HWY S 5LL ULIAIL A t)LL ULIAIL b (PUBLIC RIGHT OF WAY) THIS SHEET THIS SHEET w Q J Boa � w Z > W o' 0 L\ o � a _ -f 406 I >C \ - - w MATCH EXISTING PAVEMENTT - -S S S '-BLOCK RETAINING WALL 0- - 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. 21-105282-CO APPROVED DATE FREVISIONS NO. DESCRIPTION/DATE BY 19 Of L WAY OPMENT G o BART� o moF WASy�NcoC °o 40111 S�ONAL 03/11 /2022 - U M O �m J co r- 00 N N M � L c L co �- 3 CQ oa �° w w Q� w� 0Ld ,_ Z � JJ 0 - ZL0 0 LLI N cr) = 0 0 5 co 0 E 0) Z Q ) �v W E L G Q c>5 O v cnco_ __ 00 Z o '>_ _ a O � .0 U co LL E - N 3 ` 3 � L 00 cp�: ,_ W O 7 U� z /OO v z '2 V / Q W Q Z z � g � J � Q Q W z w 0 o w w w 0 LL W �3 r � U W (/) U? Z z W H O p J � W � O U W w 0 w ILL. LL_ O U JOB NO.: 2013-001-018 DWG. NAME: GR-01 DESIGNED BY: LGB DRAWN BY: BA CHECKED BY: DATE: 03/10/2022 DATE OF PRINT: GR-01 5 OF 11 SHEETS 0 0 0 0 N M Q 0 Ln � N co p W i N � N c p j N C� E; co ro w i �o 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. 1 1 . 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. POST SPACING MAY BE �� MINIMUM 4"x4" TRENCH u 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 RUNOFF WATER WITH SEDIMENT CATCH BASIN W/GRATE GEOTEXTILE MATERIAL 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. FILTER FABRIC OVERFLOW FILTERED WATER INLET PROTECTION DETAIL NOT TO SCALE MIN. IF A ROADSIDE DITCH IS PRESENT, INSTALL DRIVEWAY CULVERT PER KCRDCS / Op 4"- 8" QUARRY SPALLS GEOTEXTILE 12" MIN. J THICKNESS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA • 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 RE SUBM] GENERAL NOTES: (CITY OF FEDERAL WAY STD.) 2. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE -CONSTRUCTION 3/16/ MEETING. CITY OF FEI ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (Fg UNITY DE APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF THE STANDARD SPECIFICATIONS 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 SATURDAYS. 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. 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. 21-105282-CO APPROVED DATE A REVISIONS NO. DESCRIPTIONT'DATE BY L WAY G o BARTFN 3V WASp�Nc!y,�� AL 03/11 /2022 - U M O 0 0 J J co N N M M L c L OC a 3 _a a 0 a Lu Lu occ Z �w JJ (D - ZLo 0 W N co ., o ('3 'S o a E Z W 0 _CQ �� F- m� >0 JQ O U� U) 00 U - '0!i m Z o �> J � O It .v Ucoli E - N �0 rn3: c W U Ud z O 0 z_ 0 Q W O w Q Z Z J to Q J Q a Ill 0 10� 0 W W z Lu LL Q Q W V/Z () 0� Z O O J w ~ W G O U Q W -i 2 w Ld W L_ O U _' 3 NO.: 2013-001 -018 DWC;. DAME: GR-02 _DLS_ON_D BY: LGB D RAW N BY: BA CHECKED BY: DATE: 03/03/2022 P NT: G R-02 6 0= 11 SHEETS L a -S 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 LEGEND SEE LEGEND FOR EXISTING AND PROPOSED UTILITIES ON SHEETS EX-01 AND LG-01. CONCRETE PAVING DRY UTILITY TRENCH n RESUBM T 3/16/ a CITY OF FE R COMMUNITY D SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 1' i SDCB, RIM=411.24 IE=400.99 32" 0 CMP N SDCB, RIM=41 1 .88 �� % ,IE \0 IE=405.58 TOP CMP IE=401 .98 TOP 36" PIPE _ 412- -- - — FIRE HYDRANT (TYP) p FIRE DEPARTI 0 0 0 0 CONNECTION EX CB, RIM=404.50 PACIFIC HWY S IE=401.50 12"0 CONC S (PUBLIC RIGHT OF WAY) IE=400.92 12" 0 CONC N IE=400.56 12" 0 CONC S EX CB, RIM=404.41 IE=400.24 12"0 CONC N IE=400.24 12"0 CONC S Know what's below. Call before you dig. SDCB, RIM=410.77 IE=403.97 TOP OF PIPE IE=401.37 CHANNEL 36" CMP r �0 __--- 406 EX SSMH, RIM=405.35 — IE=393.05 10" 0 CONC N IE=392.95 10" 0 CONC S 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 N0. 21-105282—CO DATE REVISIONS NO. DESCRIP 10\//DA Of L WAY G o BART WASy�Nc;y,9� J�P,P��oF 0 40111 NAL° 03/11 /2022 - U M O �0 i� J \ J o 0000 N D N Mn v� L L 0 Q '^ VJ - 3 0 Q (L LU I -I -I Q w Ow> U W _0 -0 c 0 lWi Lei J J /zR V - zLO O IJJ N cy) OO 0 :3 00 0 E zW0) —�>Q 00) >g ~ �> >� J Q � O cn r- (nap_ U _ _0� 0 z o '> v _j a O ,t 7C) .v U 2, Ii E — 0, 3 L 3 c L �0 0) c W U Ud z O 0 _z 2 N 0 Q W Q Z � z � J Q � Q � 0- W W Lu D LL W w Q 0 W m z Z o p 0 0 W � O U } Q W 2 w 0 w I.L. O U JOB NO.: 2013-001 -018 DWG. NAME: UT-01 DESIGNED BY: LGB DRAWN BY: BA CHECKED BY: DATE: 03/10/2022 DATE OF PRINT: UT-01 7 0= 11 SSE__S 0 C 1 � 0 , W / I� J �Ld I- z > W� 0 o z 1 cr) i x � W I 0, 2 0 00 as 00 / 0 0 0 r� d C 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 LEGEND NOTES LIGHT ASPHALT PAVING 1. SEE SHEETS DT-01 THRU DT-03 FOR DETAILS. 2. SEE LEGEND FOR EXISTING AND PROPOSED UTILITIES HEAVY ASPHALT PAVING ON SHEETS EX-01 AND LG-01. 3. ALL DIMENSION AND RADII ARE TO THE FLOW LINE OF CONCRETE PAVING THE CURB & GUTTER OR THE BUILDING FOUNDATION. ASPHALT ENHANCED PEDESTRIAN CROSSING (SEE LANDSCAPE PLANS FOR DETAILS) DRY UTILITY TRENCH FOOTING DRAIN -------------------------- ROOF DRAIN 0 SDCO ❑® CATCH BASIN RESUBM T 3/16/ a CITY OF FE R COMMUNITY D SCALE: lit = 20' 20 10 0 20 40 CONTOUR INTERVAL = 1' II o I I SDCB RIM-411 24 I IE=400.99 32"0 CMP N \IE=400.74 32"0 CMP SE IE=401.44 12"0 PVC W / IE=401.54 12"0 CONIC NW N:117620.32 \\ IE=401.67, 6 -------- CONNECT TO EXISTING 12" 0 SD PROVIDE 6"X12" REDUCER CONTRACTOR TO VERIFY SIZE, _ — I -`� ------ ----°- -- -----� --- ------- ----- �-�- -- ------- - -/- ----- °---- a --- a - ONE EVA R a ate0/a ° a a ----- TO CONSTRUCTION AND NOTIFY - - - - - -- o � �� —/ — — — — — — — — -——— ,, 19 ------ENGINEER OF ANY DISCREPANCIES.— —---- ---- ----------------------— —---- � ----— — — — - -----® S=44.58% — — — I I' I ell I I \ PAD H I I SEE SEPARATE CONSTRUCTION PLAN I I A — s s — / I FOOTING DRAIN CONNECTION N:117629.81 4=410.14, 1273429.62 / I 6" 0 / I I PAD I / I (4,200 SF), / I / I I ROOF DRAIN CONNECTION / I ® N:117615.09 E:1273381.60 �d -j F///EIE=410.64, 6" 0 I® � I z> LU z J D o W Co 57< W II � 40 LF, 6>, 0 SD I/ @ S=19.20% II � 4" 0 PERFORATED RIGID PVC FOOTING DRAIN Ir SEE DETAIL ON SHEET DT-02 FUTURE OUTDOOR � SEATING AREA i� J 410 409 d— —� EX CB, RIM=404.50 PACIFIC HWY S IE=401.50 12"0 CONIC S (PUBLIC RIGHT OF WAY) EX CB, RIM=404.46 IE=400.92 12" 0 CONIC N IE=400.56 12"0 CONIC S EX CB, RIM=404.41 IE=400.24 12" 0 CONIC N IE=400.24 12" 0 CONIC S Know what's below. Call before you dig. 0 0 SDCB, RIM=410.77 IE=403.97 TOP OF PIPE IE=401.37 CHANNEL 36" CMP N:117591.66 E:1273348.81 EX SDCB, RIM=406.09 Ip--An? aF 1 -"M CONC S IE=402.96 6" 0 N CONNECT TO EX SDCB CONTRACTOR TO VERIFY SIZE, LOCATION, ELEV, AND TYPE PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. I 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—105282—CO APPROVED DATE REVISIONS NO. DESCRIPTION/DATE BY L WAY � o BARTFN �PP��pF WASq�Nc!y,9 40111 ss�ONAL 03/11 /2022 - C)co M O �m J \ J corn r- m 04 N M L c L Q C� 3 c _o a w aK O W 0 O Z �� _j_j 0 — ZL0 O w N cr) O (`3 ':3 00 N E z0) —�`` Q l W ccc L G J Q O O — Z O °> ) O � .v U coo li E — N o, 3 3 c L .� o rn3 c W O 3 Ud z 0 z 2 V) Q Q W Q z � J Z Q g W W w 0 0 W W z � Q W � lJ Q W (1) Z z 0 illl— O cry J � C W � O U } W 3 2 X W W li I.L. O U JOB NO.: 2013-001-018 DWG. NAME: SD-01 DESIGNED BY: LGB DRAWN BY: BA CHECKED BY: DATE: 03/10/2022 DATE OF PRINT: S D-01 8 OF 11 SHEETS 3 0 o a Q) L, 0 I rn o � T om 0- a zz o _o is GO 0 0 0 i M RADIUS POINT OF CURB RETURN Rqa/� S�qr CURB E6I6��E WARNING � SURFAS CE (S SETAILL� SIDEWALK CEMENT CONCRETE PEDESTRIAN CURB - Y 4 < RAMP I +• iu y, 1 , NOT REQUIRED FOR ONSITE DEVELOPMENT BASED ON 2018 IBC CURB AND GUTTER Y 3 0 0 U PLANTER j 5'-0"MIN' 4'-0"M'" NOT REQUIRED FOR STRIP 15'-0" MAX. ONSITE DEVELOPMENT (SEE NOTE 2) BASED ON 2018 IBC PLAN VIEW SIDEWALK RAMP PLAN DETECTABLE WARNING SURFACE (SEE DETAIL) EXPANSION JOINT CEMENT RAMP CONCRETE TOP OF SIDEWALK 8.3% MAX ROADWAY SEE NOTE 2 2.0 % MAX. DEPRESSED CURB & GUTTER SECTION OA DETECTABLE WARNING A RAMP SURFACE AREA SHALL I�-�{I BE YELLOW. � r1+ A @�e MIN. MAX. �- + 1.60" 2.40" 0.65" --- P_Av n a5" n an" C E� 0.90" 1.40" 0.20" 0.20" I- ELEVATIO TRUNCATED DOMES DETECTABLE WARNING SURFACE DETAIL ISOMETRIC VIEW NOTES: 1. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS OR OTHER APPURTANENCES IN FRONT OF THE RAMP OR ON ANY PART OF THE CURB RAMP OR LANDING. 2. THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP SLOPES. WHEN APPLYING THE 15 FOOT MAX. LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. REV. JAN 2013 0 1 1 /2"R ' �(TYP) 2 3/4"R �(TYP) 3" R /(TMP) 4" (/B)� TYP 1 " r )4"(TYP) I � - -�-I-2=� �"-I 1-12" I I " OR 11%' I SECTION ELEVATION NOXSDWG. 1. 3-3 FOR JOINT REQUIREMENTS. 2.GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. USED ONLY AS APPROVED BY THE PUBLIC WORKS DEPT. 0" =1 I .02 FT./FT.• CONFORMTO SLOPEOR 0.02 FT./'•1. 0.05 FT. FT.2 a. n -Ed EXPANSION JOINT 0.02 FT./FT. CEMENT CONCRETE SIDEWALK 2" CRUSHED SURFACING TOP COURSE (CSTC) j NOTE: TOP OF LIP AT DRIVEWAYS. /NEW CEMENT CONCRETE CURB & GUTTER 1/2" R = 1/2" �I \ PAVEMENT TOP OF CURB AT APPROACH 7 3/4" CEMENT CONCRETE BARRIER CURB REV: FEB 201 10'-0" IVV I I\L\.(VII\LLl I VI\ 6•-0" ONSITE DEVELOPMENT DETECTABLE WARNING IBASED ON 2018 I B C PATTERN (SEE DETAIL) 6•• 2•-0" m FLUSH �- Pe_e� • •' - '� BACK OF IDEWALK TECTABLE WARNING A CSTC PA RN AREA SHALL BE SEE CURB DETAIL 2" 4" THICK CEMENT CONCRETE SIDEWALK YELL IN COMPLIANCE WITH B DRAWING 3-4 SECTION A -A WSDOT D. SPEC. 8-14.3(3)�, NOTES: NOT REQUIRED FOR A H 1. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES ONSITE DEVELOPMENT �__ INCL. HYDRANTS, POLES, AND INLETS. BASED ON 2018 I B C 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 STREET RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING PLAN °I C SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREET. t I SEE DWG. NO. 3-9. 4. ON ARTERIAL STREETS, IN GENERAL CASE, CURB RAMPS ELEVATION SHALL BE CONSTRUCTED TWO PER RADIUS, IN OR PREFERABLY ADJACENT TO THE MAIN PEDESTRIAN PATHS. 5. ON RESIDENTIAL STREETS OR WHERE UTILITIES ARE IN CONFLICT DETECTABLE WARNING PATTERN DETAIL OR STREET GRADE EXCEEDS 4.0% CURB RAMPS MAY BE CONSTRUCTED ONE PER RADIUS, AT MIDPOINT OF CURB RETURN OR AT MAIN PEDESTRIAN PATH. MIN. MAX. A 1 5 8" 2 3 8" B 5 8" 1 1 2" C 7 16" 3 4" D 7 8" 1 7 16" T 3/ 6/ a CITY OF FE R COMMUNIT D ="eo PUBLIC SINGLE DIRECTION CURB RAMP DWG. NO. �� PUBLIC DWG. NO. ��,� PUBLIC DWG. NO. WORKS WITH PLANTER STRIP 3-10A o O MM WMY WORKS CURB DETAILS 3-4 �c Fadm�ao Way WORKS CURB RAMP IN VERTICAL CURB 3-11 5 s-- 3p. ti s� 1 #3 BAR HOOP 5 s•. 3p. •ya 2p, tiA S� 5 / 12" 2 #3 BAR HOOPS 22.. 26 #3 BAR EACH CORNER #3 BAR EACH SIDE a FRAME AND GRATE 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) #3 BAR EACH WAY NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-62ID. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. rd��o 1 1/8" TYP. BAR7/8" TYP. SLOT SEE DETAIL 0 cc S1NV111110d ON dW NV3diS 01 11Vd1nO `N L 1 1/4" 1 7/8" TOP VIEW 23 3/4" 'D M r R=7 1/4" 1 3/4� 7/8 3 4 23 1/2" SIDE VIEW v M N 1/2 I I 5 ,8„ SLOT DETAIL LPL SEE NOTE 1 ro M BOTTOM VIEW 17 3/4" N N 3/a" 1 1/4" 1 3/ 17 1/2" END VIEW 7 1/4" FOR MACHINING CLEARANCE THIS BAR 1" THICK (TYP. 4 PLACES) BARS 1 5/8" THICK THIS AREA BARS 1 3/8" THICK THIS AREA LEVELING PADS 8 - 3/4" X 1 3/4" X 1/8" NOTES: 1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC X 2" SOCKET HEAD (ALLEN HEAD) CAP SCREW. 2. GRATE SHALL BE CAST IRON PER ASTM A48 CLASS 30 UNLESS OTHERWISE SPECIFIED. I JULY 20141 JULY 2014] avvw PUBLIC F d(Wao Way CATCH BASIN TYPE 1 DWG. NO. ��� PUBLIC RY STANDARD HERRINGBONE GRATE DWG. NO. WORKS 4-1 �`�rFQd(W&o 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 N ,> GROUT TOP OF SLEEVE 8 1/ 2 WITH 1/2" OF PORTLAND CEMENT. "2 2 PRECAST SLEEVES TO 4 1/2' ACCEPT #6 RE -BAR FOR A _ SNUG FIT. PLACE 8" FROM EACH END. 2 #6 X 1'-0" LONG (MIN.) RE -BARS DRIVEN THROUGH PRECAST SLEEVES INTO COMPACTED SUB -BASE. ouquoU)uou 0000Ooo1Doo0(D0oO oDoO 0 C)0o NOTE: WHEELSTOP PLACED PER PLAN. WHEELSTOP 6'-0" IN LENGTH. WHEELSTOP DETAIL NOT TO SCALE %A/I Irrl /'+I IAIF) f)AAAf1 9 I. 9 ADA PARKING LAYOUT NOT TO SCALE 6" OR AS NOTECf CONCRETE SIDEWALK RAMP WHERE OCCURS 3/4" R. t0 A.C. PAVING #4 x 12" LONG @ 32" O.C. FOR SIDEWALK TIE-IN. v Z_ #4 BAR CONT. TACK COAT PAVING TO CONC. , TYP. 12" 91. NOTES: ( TYPICAL @ ALL SIMILAR CONDITIONS) 1. BOTTOM OF CURB TO BE SET ON COMPACTED SUB -BASE OR NATURAL UNDISTURBED SOIL (PER SOILS REPORT). 2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. 3. PROVIDE 1/2" EXPANSION JOINTS AT 25'-0" O.C. MAX. AND AT CURVES, TANGENTS AND CORNERS, (FELT TYPE). 4. CONTINUE REBAR THRU EXPANSION JOINTS. 5. CONCRETE SHALL BE CLASS "A" W/ fc=3,000 P.S.I. @ 28 DAYS. CONCRETE CURB AT SIDEWALK NOT TO SCALE DA PARKING SIGN (TYP) WHEELSTOP (TYP.) 6"x6" SQUARES FOR LAYOUT ONLY HANDICAPPED SYMBOL 4" WHITE LANE STRIP (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. 21-105282-CO APPROVED DATE REVISIONS NO. D-SC71I 0\FDA - BY L WAY G oBTFN WA3y A, pF .- 40111 °(V sTER AL 03/11 /2022 - U M O �m �rn 4) J \DO J 1 0000 N -1 N M v v L 0' L Q U) CC - 3 c p d LLI LLI a w Of ° c c > lWi Lei J J /Z� V - ZL0 O WNL a.+ O V :3 00 N E 0 rn Z Q 01 (D 01 S 0 cc �✓ L G M JQ� O �v Cn Op _ - c 0 Z o M °> _j 0- O t 7 ,v U co LL E - N a, 3 •L 3 3 °' _y � L. �0 a 3 C W 0 7 C) 0- Z '� v Z U) 0 I W Q Z � J n� WQ J W W Q W � o W U) Z z O J � W 0 U a W 2 of w 0 w LL- LL O U J C� 3 NO.: 201 3-001 -01 8 CWC. NAME: DT-01 DESIGNED BY: LGB DRAWN BY: BA CHECKED BY: DATE: 03/10/2022 DATE OF PRINT: DT-01 9 GE 11 SEE S TRENCH WIDTH (SEE NOTE 3) • i%i��i%i��i%i� • �� i•%ice i%ice ', • � CONCRETE AND DUCTILE IRON PIPE TRENCH WIDTH (SEE NOTE 3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL THERMOPLASTIC PIPE PIPE ZONE BACKFILL (SEE NOTE 1) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL N N N bF 4'-0- MIN. LANDING 1' TRENCH WIDTH (SEE NOTE 3) METAL PIPE CONCRETE STEPS PLAN 4,-0' MIN. LANDING METAL HANDRAIL SIDEWALK ,t o 1 1/2" .''=.{;;•••.-�1•_6- I "�� JOINT #4 BARS ...S..V'r��..,• 4" MIN. '�...:r••:. :. V /4 BARS • V-7" O.C. SIDEWALK CONCRETE STEPS SECTION A -A 8'-0" MAX. I w I U I I I METAL HANDRAIL CEMENT CONCRETE SIDEWALK PIPE ZONE BACKFILL (SEE NOTE 1) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL NOTES 1. See Standard Specifications Section 7-08.3(3) for Pipe Zone Backfill. 2. See Standard Specifications Section 9-03.12(3) for Gravel Backfill for Pipe Zone Bedding. 3. See Standard Specifications Section 2-09.4 for Measurement of Trench Width. 4. For sanitary sewer installation, concrete pipe shall be bedded to spring line. TRENCH WIDTH (SEE NOTE 3) PIPE ARCHES CLEARANCE BETWEEN PIPES FOR MULTIPLE INSTALLATIONS MINIMUM PIPE SIZE DISTANCE BETWEEN BARRELS 12" to 24" 12" CIRCULAR PIPE 30" to 96" DIAM. /2 (DIAMETER) 102" to 180" 48" PIPE ARCH 18" to 36" 12" 43" to 142" SPAN /3 (SPAN) METAL ONLY 148" to 200" 48" NOTES FOR CONCRETE STEPS: 1. CONCRETE: CEMENT CONCRETE CLASS 3000. 2. ALL STEPS: SAME DIMENSIONS, WITHIN 3/8" MAX. DIFFERENCE. 3. RISERS: 7" MAX., 5" MIN. 4. TREADS: 12" MAX., 11" MIN., WITH TRANSVERSE 0.01 FT./FT. SLOPE. 5. METAL HANDRAIL REQUIRED FOR ALL STAIRWAYS, REGARDLESS OF THE NUMBER OF STEPS. SEE NOTES BELOW. 6. REINFORCING BARS SHALL MEET THE REQUIREMENTS OF ASTM A-615, GRADE 60 AND ARE REQUIRED FOR 4 STEPS OR MORE. 7. MAX. VERTICAL DISTANCE BETWEEN LANDINGS IS 12'. NOTES FOR HANDRAILS: 1. GALVANIZED STEEL OR ALUMINUM (40 GAUGE MIN). 2. 2" O.D. ROUND PIPE. 3. WELDED, WITH SMOOTH SURFACE AND JOINTS. 4. TOP OF GRIPPING SURFACE MUST BE BETWEEN 34" AND 38" ABOVE SIDEWALK. 5. BOLT ALL HANDRAILS TO SIDEWALK WITH 4-BOLT SQUARE WELDED PLATES AS SHOWN. MIN. 6' 6, OR 11" IF ON A RAMP OR LANDING I REV. FEB 2017 WG. NO �cw' OMO M y WORKS CONCRETE STEPS AND METAL HANDRAIL D3 25 0 0 0 r� 0 N / M m Q 0 _ I N w / N i N �a � N Do ;_ rn ro w i of wASy7N o � �m -® woQm �0 P, 15588 CI STY, /ONAL N°ww �w2=o z 0 haw« EXPIRES JULY I, 2007 20, 8 PIPE ZONE BEDDING AND BACKFILL STANDARD PLAN B-55.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Harold J. Peterfeso 06-01-06 STATE DESIGN ENGINEER DATE Aalk Washington State Department of Transportation SHALLOW FOOTINGS WITH INTERIOR SLAB -ON -GRADE Typical Framing Compacted Impervious Soil (12 inch minimum) Floor Slab or Pavement ,' ,' , , , , , , , , , , , , 1 :::: (2 inch minimum) . �. �. �. .'.'. . �. �. �. �. �. �. �. �. �. �. �. �;>t,'.y;' .. ,. ,... ,. �. �. �. �. �. �•,:;rt •%'E;(ii:. �.�.�. .�.�.�.�•�•,.':?.:`;'rj'": V;or Barrier Slope to drain away • +r; r; r•r•r r r r r •r•r r r•r r•r from structure. ; ; ••.••.••.••.••.•ti: •ti-•.•ti••.•ti• ,. ,. . L- .5,.•,.•-,•• :1 !ti:'.:t:�' :L� .•,:L:� :tip �L�'' ---------------- DOO r' r•' r•' r•' Coarse Gravel Capillary Break ,' ,' ,' ':'•; :'•; :'•; :'' (6 inch minimum typically clear crushed) Suitable Soil Free Draining Sand and Gravel Fill Approved Non -woven �.� Geotextile Filter Fabric (18 inch minimum fabric lap) Suitable Soil Drainage Material (Drain Rock or Clear Crushed Rock w/ no fines) Four Inch Diameter, Perforated, Rigid PVC Pipe (Perforations oriented down, wrapped in non -woven geotextile filter fabric, directed to suitable discharge) Appropriate Waterproofing Applied to Exterior of Wall Notes: Footings Should be properly buried for frost protection in accordance with International Building Code or local building codes (Typically 18 inches below exterior finished grades) The footing drain will need to be modified from this typical drawing to fit the dimensions of the planned monolithic footing and slab configuration Date: 5-22-19 By: ZC Scale: None Project GEOTEST SERVICES, INC. TYPICAL FOOTING & WALL DRAIN SECTION 19-0193 741 Marine Drive Bellingham, WA 98225 THE COMMONS Figure phone: (360) 733-7318 PACIFIC HIGHWAY SOUTH fax: (360) 733-7418 FEDERAL WAY, WA c"A r'An RE S 3/16/ CITY OF FEI COMMUNITY DE )E 'ROPOSED GRADE 6"0 S.D. TO SURFACE 6"0 45° WYE LENGTH AS REQUIRED 6" 0 S.D. 6" 0 45° ELBOW VERIFY SLOPE WITH PLANS 6" 0 S.D. AND INVERTS LENGTH AS REQ'D. END PLUG NOTE: CLEANOUT MUST BE DETECTABLE BOTH ABOVE AND BELOW FINISH GRADE _6"O (S.D.) CLEANOUT 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—105282—CO APPROVED DATE �y REVISIONS NO. DESCRIPTION/DATE BY L WAY DDENT G: BART� pF WA3yXNc!y,�� 40111 A��°,�G, / STER� SIONAL° 03/11 /2022 - U t2 0 m �rn J �� J I 00 00N .� N M t C:L Q U) a $ c o °- p 0 W W aK ow m ov c c Z L,w _J _J ZLO O W N CO /�+�- O V � OD E0 0)0' Zu^j`Q �, �C �✓ L J Q � O to 1 B OO — — Z o °> 0 O t 70 •v U co Li E — U) C, 3 'L 3 vL �0 .�3 c W 0 _ 3 Ud Z O H C� Z_ 2 1) 0 n� I..L I W Q Z � J n� I..L U I J W_ U J Q U_ W o V W Z z O 0 J � W 0 U Q W _J _ of w 0 w LL_ U_ O U JOB NO.: 2013-001 -018 DWG. NAME: DT-02 DESIGNED BY: LGB DRAWN BY: BA CHECKED BY: DATE: 03/10/2022 DATE 0- PRINT: DT-02 10 OF 11 SEE-S PAD 1 (4,200 SF) 3 0 CQ) 0 o� 0 00 as 00 0 O N M 0 a 0 QD n � r- Li w L N O)O � N 0 O :_ w i i it�*olo I I 5.0' 9 0 O 2% 5.0' CURB RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 410.98 (@ FL) B 411.03 (@ FL) C 411.32 D 411.37 E 411.42 F 411.37 I CURB RAMP #2 SINGLE DIRECTION CURB RAMP PER COFW DWG NO 3-10A I I I I ice- I CURB RAMP #2 SPOT ELEVATION CHART POINT ELEVATION A 410.92 (@ FL) B 410.96 (@ FL) C 411.37 D 411.41 E 411.47 F 411.51 CURB RAMP DETAILS #1 & #2 CURB RAMP #4 SPOT ELEVATION CHART POINT ELEVATION A 410.60 (@ FL) B 410.80 (@ FL) C 410.64 D 411.31 E 411.47 F 411.41 G 411.57 / / / " SCALE: 1 "=5' ®/ 0, 2% E 5.0' N N 0 2% nG 8.0' --,� CURB RAMP DETAIL #4 SCALE: 1 "=5' CURB RAMP #3 SINGLE DIRECTION CURB RAMP PER COFW DWG NO 3-10A 411 CURB & GUTTER EXISTING ENTRY DRIVE (PRIVATE) CURB RAMP #3 PARALLEL CURB RAMP PER COFW DWG NO 3-11 5.0' NI Nl 0% Q II PAD (4,200 SF) II CURB RAMP DETAIL #3 SCALE: 1 "=5' 1/4 p 1 /2 p 3/4 p ECR I I I I I I I I I I I BRETURN TABLE THING FASTING EL NOR EV. 117589.86 1273431.12 409.69 117591.35 1273440.89 410.07 117596.51 1273449.29 410.37 117604.52 1273455.06 410.65 117614.13 1273457.27 410.79 p=91'04'21 " R=25.00' L=39.74' CURB RETURN DETAIL #1 SCALE: 1 "=5' n RESUBM T 3/16/ Q I CITY OF FE R COMMUNITY D SCALE: 1' = 5' 5 2.5 0 5 10 CONTOUR INTERVAL = 1' CURB RAMP #3 SPOT ELEVATION CHART POINT ELEVATION A 411.07 (@ FL) B 411.07 (@ FL) C 411.07 (@ FL) D 411.07 (@ FL) E 411.57 F 411.57 G 411.55 H 411.55 1 411.61 J 411.61 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 N0. 21-105282-CO APPROVED DATE REVISIONS NO. DESCRIPTION/DATE BY L WAY G; BAR of wnsy�Nco�� '0 ° 40111 °lV� OSTER�G��� NAL 03/11 /2022 - U ^ 0 �0 J � � J I I co N }• N 0) t v� L C ✓L Q - 3 c p Q D_ 0 Lu Lu o U c c �w JJ /Z� V - ZLo 0 LLI N cy) ., r� 0 V co cc C z0) _CA c°'rn �C >� JQ O (n 00 - - o 0 Z o m °> a O 11 -0 .v Uco coli E - N 3 3 �-y L �0 +s� W O Ud z O I- 0 z V) Q Q Q � 0rr^^ I W Q Z F-- Ir J N J Q 0� a tj 11.1 o 0 W � a W L r m Q w W (/) U Z Z 0 0 J 2 Ir W � 0 U W 2 w W 0 LEI LL. LL. O U JOB NO.: 2013-001-018 DWG. NAME: DT-03 DESIGNED BY: LGB D RAW N BY: BA CHECKED BY: DATE: 03/10/2022 DATE OF PRINT: DT-03 1 1 OF 11 SHEETS