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04-104524 (2)CITY COUNCIL DEPUTY MAYOR LINDA KOCHMAR ERIC FAISON JEANNE BURBIDGE JIM FERRELL JACK DOVEY MIKE PARK OUNER ARCHITECT CITY OF FEDERAL WAY DAVID A. CLARK ARCHITECTS, PLLC KEN MILLER, DEPUTY FU5LIC WORKS DIRECTOR 33530 1ST AVE SOUTH DAYS CLARK AIA, PROJECT MANAGER FEDERAL LUAY, WASHIN TON W063 S ERYL STACY, DESIGNER TEL (253) &rot-4136 FAX (253)-(oro1-4129 key m i lleraci.federa l -waq a.us 11131 SE 256TH PLACE, KENT, WA W030 TEL 253.613.561*1 FAX 253.654.10136 UJWW.CL ARKARCH I TE CTS.C:O 1 Federa IWay5idseclarkarchitects.com UJ VOLTAGE / DATA SYSTEMS 1�f8 DSICN ELECTRICAL ENGINEER CIVIL ENGINEER J OMEGA ENGINEERING, INC. SOUND CONSULT4NTS, LLC GM2 SYSTEMS ® C� MC�3R(DE, PROJECT MANAGER ED DAV(D PE, PROJECT MANAGER JiM HARRISON�'i�OJECT MANAGER. CAE R. 124 ERICKSEN AVE, SU'(TE 201 10509 NE 120T4 PLACE 113 INDUSTRY DRIVE 5AIN5RIDG;= ISLAND, WA 98110 KIRKLAND, WA 98034 � � '� 104524 TUKUJILA, WA 98199 TEL (20ro) 855-4600 FAX (20ro) &55-4601 TEL (425) 165 5053 FAX (425) 523-5313 TEL (20ro)'515-8559 FAX (20ro) 5i5-8584 edavid-a ome aer inserit� .com � �VEL) mcbride� m2.com www. m2.com � J � � � .i.,�vhwerizon met a a NO v CITY OF � BUILDING DEFT AY SHEET G-loo SW 1/4 OF SEC. 17, TWP. 21 N., RGE. 4 E., W.M. I a N M 0 N (.n e: W Q J 0 a r a. M X i N M 0 N w W J U_ CITY #a-"- MIN! General Notes: 1. All construction shall be in accordance with the Federal Way City Code (FWCC), applicable ordinances, and the City Council conditions of project approval. These documents are supplemented by 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, 2. 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. 3. 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.) 4. 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. 5. A copy of these approved plans must be on the job site whenever construction is in progress. 6. Construction noise shall be limited as per FWCC (Section 22-1006); normally this is 7 a,m. to 8 p.m., Monday through Friday and 9 a.m, to 8 p.m. Saturdays. 7. It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary before initiating off -site work within the road rights of way. 8. 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. 9. Vertical datum shall be City of Federal Way (NGVD-29). 10. 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, 11. All utility trenches in the right of way shall be backfilled with 5/8 inch crushed rock. 12. All utility trenches shall be backfilled and compacted to 95% ye 13. All roadway subgrade shall be backfilled and compacted to 95% density in accordance with WSDOT 2-06.3. 14. 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. 15. The contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, floggers, 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 flogger for each lane of traffic affected. All sections of the WSDOT Standard Specifications 1-07.23-Traffic Control, shall apply. 16. Contractor shall provide and install all regulatory and warning signs per the latest edition of Manual On Uniform Traffic Control Devices. 17. All utilities shall be adjusted to final grade after paving asphalt wearing course. 18, 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. Drainage Notes: 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 7-02.3(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 hove 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, 2, 3, 4 or 5. 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/407-70% passing; 2"-4" rock/307.-407 passing; and -2" rock/10%-20% passing. Installation shall be in accordance with KCRS Drawing Number 51 or as amended by the approved plans. Recycled asphalt or concrete rubble shall not be used. il I Drainage Notes (Cont'd); 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 oil 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 outfoll 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 7.04 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. Erosion/Sedimentation Control Notes: 1. Approval of this Erosion/Sedimentation Control (ESC) plan does not constitute an approval of permanent road or drainage design (i.e. 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/contractor until all construction is approved. 3, The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field prior to construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the applicant/contractor for the duration of construction. 4. The ESC facilities shown on this plan must be constructed in conjunction with all clearing and grading activities, and in such a manner as to insure that sediment laden water does not enter the drainage system or violate applicable water standards. 5, 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 (Le, additional sumps, relocation of ditches and silt fences, etc.) as needed for unexpected storm events. 6. The ESC facilities shall be inspected daily by the applicant/contractor and maintained as necessary to ensure their continued functioning. 7. Any area stripped of vegetation, including roadway embankments, where no further work is anticipated or a period of 15 days, shall be immediately stabilized with the approved ESC methods (i.e. seeding, mulching, netting, erosion blankets, etc.) 8. Any area needing ESC measures, not requiring immediate attention, shall be addressed within 15 days. 9. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within the 48 hours following a storm event. 10. At no time shall more than one 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. 11. Stabilized construction entrances and wash pads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to insure that all paved areas are kept clean for the duration of the project. 12. During the time period of November 1 through March 31, all project disturbed areas greater than 5,000 square feet, that are left unworked for more then 12 hours, shall be covered by one of the following cover measures: mulch, sod, or plastic covering. 13, 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 or dispersion system, the facility shall not be used as a temporary settling basin. No underground detention tanks or vaults shall be used as a temporary settling basin. 14. Where seeding for temporary erosion control is required, fast germinating grasses shall be applied at an appropriate rate (i.e., annual or perennial rye applied at approximately 80 pounds per acre). 15. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of two inches. 16. Management practices providing significant tree protection shall be provided per Section 22-1568 (c) (6) (a-g) of FWCC. Sound Consultants General Engineering Notes. 1. Existing utilities and underground structures shown on the plan are based upon the best available public records and/or private records as supplied by the project owner and/or data obtained verbally from owners or officials associated with the particular utility. Neither the owner nor the engineer guarantee the accuracy .or completeness of this information and assume no responsibility for improper locations or failure to show utility locations on the construction plans. Other underground facilities not shown on the drawings may be encountered during the course of the work. All invert elevations shown on the drawings shall be verified by the contractor prior to construction. 2. If changed conditions are encountered, the contractor shall notify the engineer promptly of (1) preexisting subsurface conditions differing from those indicated in the plans, or (2) preexisting unknown subsurface conditions, of an unual nature, differing materially form those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. The contractor and/or the owner shall make no claims to the engineer for recompensation for extra work resulting from changed conditions unless the engineer has approved the work in writing. (wsdot sec 1-04.7). 3. The contractor shall call the utilities underground location center for field location of all utilities and shall not begin excavation until all known underground facilities in the vicinity of the proposed work have been located and marked. If the utility is not a subscriber of the underground location center then the contractor shall give individual notice to that utility. (wsdot sec. 1-07.17 apwa supplement). 4. The contractor shall take reasonable precautions and exercise sound engineering and construction practices in conducting the work. The contractor shall protect existing public and private utilities from damage during construction. If existing utilities ore damaged, the contractor shall immediately notify the owner and the engineer. The contractor shall restore the utility to its existing condition. (wsdot section 1-07.17 apwa supplement). The contractor is responsible for the means and methods of condstruction for designs shown on these plans. 5. Where the plans call for utilities to be relocated by others, the contractor shall notify the utility company and coordinate his work so as to avoid conflicts. 6. All excavation, trenching, subgrade preparation, fill placement and compaction and all soil work in general shall be conducted in compliance with the recommmendations of the project soils engineer and the current geotechnical engineering report, 7. Engineering design and approval for structures such as, but not limited to, walls, pavement and vaults must be prepared by the appropriate professional engineer and is not a part of these plans. FOR PRECONSTRUCTION MEETING, CONTACT THE CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT PRECONSTRUCTION/INSPECTION NOT.-FICATION PHONE NUMBER (253) 661-4131. LEGAL DESCRIPTION "Lots 18 and 19 of the Plat of West Campus Office Park Division 1, King County Recording No. 197410080457" BENCH MARK DATA ESM CONTROL POINT NO. 1; TOP OF BRASS DISC IN MONUMENT CASE LOCATED IN, THE CENTERLINE OF SOUTH 333RD STREET, 993.66 FEET SOUTHWESTERLY FROM THE INTERSECTION AT 8TH AVENUE SOUTH. DERIVED USING GPS TIES TO CITY OF FEDERAL WAY PUBLISHED BENCH MARKS. ELEVATION 331.44 (NGVD 29), ESM CONTROL POINT NO. 2; TOP OF BRASS DISC IN MONUMENT CASE LOCATED AT THE INTERSECTION OF 8TH AVENUE SOUTH AND SOUTH 333RD STREET. ELEVATION 346,63 (NGVD 29). BASIS OF BEARINGS BASIS OF BEARINGS; PLAT OF "WEST CAMPUS BUSINESS AND OFFICE PARK" RECORDED IN VOLUME 96 OF PLATS, PAGES 50 THROUGH 53, RECORDS OF KING COUNTY, WASHINGTON, VERTICAL DATUM CITY OF FEDERAL WAY (NGVD 29) Hilldill DEVELOPER CITY OF FEDERAL WAY 33530 - 1 st WAY SOUTH FEDERAL WAY, WA 98063-4129 ENGINEER SOUND CONSULTANTS, LLC MR. JIM HARRISON 10509 NE 120th PLACE KIRKLAND, WA 98034 (425) 765-5053 SURVEYOR ESM CONSULTANTING ENGINEERS, LLC MR. MIKE BOWEN , 720 SOUTH 34&TH STREET FEDERAL WAY, WA 98003 LEGEND - goo EXISTING CONTOUR PROPOSED CONTOUR CIF CURB FACE TC TOP OF CURB FL FLOWLINE B W BACK OF WALK CB CATCH BASIN GR GRATE ELEVATION IE INVERT ELEVATION CO Cl EANOUT R D ROOF DRAIN T.I. TOP OF ISLAND -- ~ - - -- SWALE ASPHALT SURFACING CONCRETE SURFACING CLARK ARCHITECTS, PLLC DAVID A. CLARK, AIA 11737 SE 256th PLACE KENT, WA 98031-7897 (253) 813-8877 PARCEL NUMBERS; 9265000180 & 9265000190 SHEET INDEX C-101 COVER SHEET C-102 EROSION CONTROL PLAN C-103 GRADING & DRAINAGE PLAN, PHASE 1 C-104 GRADING & DRAINAGE PLAN, PHASE 2 C-105 MISCELLANEOUS DETAILS C-106 MISCELLANEOUS DETAILS C-107 TOPOGRAPHIC SURVEY E-020 LIGHTING PLAN I' Call 2 Working Days Before You Dig 1-800-424-5555 Utl6tLs Underground Location Center 0D,MT,ND,0R,WA) ' • ! �i•1 !i! �!mv: 40-10% • APPROVED 60 25104- DATE DOr, A a -�t oM � ��M z3::co J O CN NQ �c xo ®Y 2.0 � Y `1 w w � v o �1 a _3 a r1 o a `o '° wp � E z wNa. J Z ,..w O �-r- CL vJ PROJECT NO. 2003012.00 DRAWN BY: JVH CHECKED BY: HEH z R z rr M r SHEET TITLE SHEET NO. Sw 1/4 OF SEC. 17, TWP. 21 N*1 RGE. 4 E., Wk 0 1 m N O M O N W F-- Q V) Uj J 0 Q 0- 0 X N' s a N Q w J BENCH MARK DATA ESM CONTROL POINT NO. 1; TOP OF BRASS DISC IN MONUMENT CASE LOCATED IN THE CENTERLINE OF SOUTH 333RD STREET, 993.66 FEET SOUTHWESTERLY FROM THE INTERSECTION AT 8TH AVENUE SOUTH. DERIVED USING GPS TIES TO CITY OF FEDERAL WAY PUBLISHED BENCH MARKS. ELEVATION 331.44 (NGVD 29). ESM CONTROL POINT N0, 2; TOP OF BRASS DISC IN MONUMENT CASE LOCATED AT THE INTERSECTION OF 8TH AVENUE SOUTH AND SOUTH 333RD STREET, ELEVATION 346.63 (NGVD 29). BASIS OF BEARINGS, BASIS OF BEARINGS; PLAT OF "WEST CAMPUS BUSINESS AND OFFICE r PARK" RECORDED IN VOLUME 96 OF PLATS, PAGES 50 THROUGH 53, RECORDS OF KING COUNTY, WASHINGTON, VERTICAL DATUM CITY OF FEDERAL WAY (NGVD 29) SOUTH 333rd STREET (PRINCIPAL CC SEDIMENT TRAP BOTTOM' ELEV = 319.00 29'x29' BOTTOM DIM 41'x41' WATER SURFACE DIM MAX STORAGE ELEV = 322.50 W/RIP-RAP SPILLWAY ® TOP OF WEIR ELEV = 323.50 (SEE SECTION SHEET C-105 S_ NOTE:. ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY ESM CONSULTING ENGINEERS, , JOB No. 191-69-002-0001, DATED 04-24-03. SOUND CONSULTANTS; LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY NOTIFY THE OWNER AND/OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. WETLAND INVENTORY. #17-21-4-53 Vt ( IN FEET ) 1 inch = 40 ft. 3 3 v'2s� 'jo CONSTRUCTION SEQUENCE 1. CONTACT THE CITY OF. FEDERAL WAY PUBLIC WORKS DEPARTMENT AND SCHEDULE A PRECONSTRUCTION MEETING. 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE, 3. INSTALL FILTER FABRIC FENCE AND CB PROTECTION. 4. PERFORM DEMOLITION OPERATIONS AS REQUIRED. 5, ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURED CONTINUED PERFORMANCE. THESE MEASURES SHALL BE REPAIRED TO THE ORIGINAL DESIGN CONDITION. 6. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL REVIEW THE RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEERING REPORT PREPARED BY LANDAU ASSOCIATES, DATED OCTOBER 31, 2003. 7. INSTALL NEW UTILITIES AND STORM DRAINAGE STRUCTURES AS DETAILED ON THE PLANS, TRENCH EXCAVATIONS SHALL BE OBSERVED IN THE FIELD BY AN ON -SITE SOILS ENGINEER. IT MAY BE NECESSARY TO INSTALL GEOTEXTILE FABRIC IN THE TRENCH PRIOR TO PLACEMENT OF GRANULAR BEDDING FOR PIPES AND CATCH BASINS. 8. DURING THE CONSTRUCTION PERIOD, ANY AND ALL POLLUTANTS OTHER THAN SEDIMENT WHICH ARE USED ON SITE SHALL BE HANDLED AND DISPOSED OF IN A. MANNER WHICH DOES NOT CAUSE CONTAMINATION OF STORMWATER. 9. FINAL GRADE AND PAVE SITE. 10. LANDSCAPE OR HYDROSEED ALL EXPOSED AREAS. 11, CLEAN STORM DRAINAGE SYSTEM (DO NOT FLUSH) AFTER VEGETATION HAS BEEN ESTABLISHED. 12. REMOVE ALL EROSION CONTROL MEASURES WHEN ENTIRE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THEY ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED. 13. FINAL INSPECTION. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) PERMIT O 00.04-00000 a APPROVED z.SJa4 DATE AR M O 00 LO ® zQ o Q3„ JpN� Nz vi z -► x O ®v �o L4 1z_ �1 a. U O 00. u '0 O W� E _- L0 N It z Q 01 a O U.)S Q O Q vJ PROJECT NO. 2003012.00 DRAWN BY: JVH CHECKED BY: HEH 0 r- c, z cr, 3 Nr SHEET TITLE SHEET NO. U-> ESM CONTROL POINT NO, 1; TOP OF BRASS DISC IN MONUMENT CASE LOCATED IN THE CENTERLINE OF SOUTH 333RD STREET, 993.66 FEET SOUTHWESTERLY FROM THE INTERSECTION AT 8TH AVENUE SOUTH. DERIVED USING GPS TIES TO CITY OF FEDERAL WAY PUBLISHED BENCH MARKS, ELEVATION 331.44 (NGVD 29). ESM CONTROL POINT NO, 2, TOP OF BRASS DISC IN MONUMENT CASE LOCATED AT THE INTERSECTION OF 8TH AVENUE SOUTH AND SOUTH 333RD STREET. ELEVATION 346.63 (NGVD 29). BASIS OF BEARINGS it BASIS OF BEARINGS; PLAT OF "WEST CAMPUS BUSINESS AND OFFICE PARK" RECORDED IN VOLUME 96 OF PLATS, PAGES 50 THROUGH 53, RECORDS OF KING COUNTY, WASHINGTON, VERTICAL DATUM CITY OF FEDERAL WAY (NGVD 29) PARKING LOT STANDARDS TOTAL STALLS = 115 STALL WIDTH 8.50' STALL DEPTH 18.00' AISLE WIDTH 25.50' FOR HORIZONTAL CONTROL, PLEASE NOTE; CONTRACTOR SHALL LAYOUT SITE PER ENGINEER PROVIDED AUTOCADD FILE. RESTORE ASPHALT PER HEAVY DUTY PAVING SECTION SHEET C-105 AS FIRST ORDER OF CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY POTENTIAL. CONFLICTS WITH NEW STORM DRAIN, CONTRACTOR SHALL EXERCISE GREAT CARE WHILE POTHOLING. EXISTING Q UTILITIES MAY INCLUDE GAS, WATER, TELEPHONE, ETC. F COORDINATE PROCESS WITH UTILITY LOCATE. SOUTH 333rd STREET (PRINCIPAL COLLECTOR) R SW 1/4 OF SEC. 17, TWP. 21 N, RGE. 4 E., W.M. VJE_1LA,N1D iNVELN"FORY #172—4-53 NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY ESM CONSULTING ENGINEERS, , JOB No, 191-69-002-0001, DATED 04-24-03. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY NOTIFY THE OWNER AND/OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. GRAPHIC SCALE 40 80 ( IN FEET ) 1 inch = 40 ft. 011 v 4� 7""1 A y NOTE: STREET LIGHTING AND ON —SITE LIGHTING PER ELECTRICAL PLAN, SHEET E-020 8' HIGH, BLACK VINYL COATED CHAIN LINK FENCE CUT/FILL QUANTITIES CUT = 10430 cu. yds. FILL = 5521 cu. yds. NET = 4909 cu. yds. EXPORT. HEAVY DUTY PAVEMENT LIGHT DUTY PAVEMENT 4' EXTRUDED CONC CURB(TYP) S > Lzz`: 0 lk +4 411, >,�2s, 0 1, 0 STORM DRAIN LEGEND OCB#1, TY I GR= 338.88 IE=335.88 0 61 LF 12" PVC SD @ 1,00% OC CB#2, TY I GR=338.88 IE=335.27 CD 66 LF 12" PVC SO 0 1.00% CB#3, TY I GR=338.88 [E=334.61 OF 77 LF 12" PVC SD @ &20% OG BYPASS MANHOLE #1, TY 11-48"0 (SEE DETAIL SHEET C-106) RIM=33510 IE=328,27 IE=330,00 (N—FUTURE KNOCKOUT) O19 LF 12" PVC SD @ 1,00% OI STORMGATE SEPARATOR (SEE DETAIL SHEET C-1015) RIM=335.60 IE(in)=328,08 IE(out)=327.98 7 LF 12" PVC SD @ 1,00% O 8'x18' LEAF COMPOST STORMFILTER VAULT (SEE DETAIL SHEET C-106) TOP= 336.43 IE(in)=327,91, IE(out)=325.61 OL 32 LF 12" PVC SD @ 1.00% OM 58 LF 12" PVC SID @ 5.11 % OMH #2, TY 11-48"0 W/SOLID, LOCKING COVER RIM=339.00 IE=325.29 00 156 LF 15" LCPE SO @ 1.00% O MH #3 TY 11-48"0 W/SOLID, LOCKING COVER RIM=334.0± (MATCG EX GRADE) IE=324.31 OQ 22 LF 15" LCPE SD 0 12.397. (VERIFY FOR UTILITY CROSSINGS PER NOTE) OR JOIN EXISTING CATCH BASIN RIM=(330.71) IE(in)=320.91 O CB #4, TY I GR=333.90 IE=330,90 OT 25 LF 12" PVC SID @ 7.13% OU JOIN EXISTING 12" PIPE, IE=(.334.24) OV 20 LF 12" SO (MATCH MAT'L & SLOPE) O MH #4, TY 11-48"0 W/SOLID, LOCKING COVER RIM=340,00 IE(S)=329,06 IE(E)=329.06(MIN) SEE NOTE "V" O40 LF 18" SO (MATCH MAT'L) 0 0.77% 0 JOIN EXISTING PIPE, IE=(328,74) Call 2 Working Days Before You Dig A 10' -8uO-424-5555 Utilities Underground Location Center (ID,IvIT,ND,0R,WA) PERMIT NO. 04-100904-000-00—EK, APPROVED DATE a V--4� NAJAMY Idol MEN 0 00 w% 00) F- 3 04 00 U) ES 6 (N -w V) Z) z 't z 0 Se '0 0rY L,j LLJ L0 -C 0 _j U _j a- I LAJ -C U) LLj Cl 0 U") > (N Z LIJ z 0) 0 C -C %mod PROJECT NO, 2003012,00 DRAWN BY: JVH CHECKED BY: HEH z _r V) SHEET TITLE SHEET NO, SW 1/4 OF SEC. 17, TWP. 21 N, RGE. 4 E, W.M0 BENCH MARK DATA STORM DRAIN LEGEND ESM CONTROL POINT NO. 1; TOP OF BRASS DISC IN MONUMENT OA CB#1, TY I CASE LOCATED IN THE CENTERLINE OF SOUTH 333RD STREET, 993,66 GR=335,1 0 FEET SOUTHWESTERLY FROM THE INTERSECTION AT 8TH AVENUE IE=331.60 SOUTH. DERIVED USING GPS TIES TO CITY OF FEDERAL WAY PUBLISHED BENCH MARKS. ELEVATION 331.44 (NGVD 29). 61 LF 12" PVC SD @ 1,00% ESM CONTROL POINT NO. 2; TOP OF BRASS DISC IN MONUMENT OC CB#2, TY I CASE LOCATED AT THE INTERSECTION OF 8TH AVENUE SOUTH AND GR=335.10 SOUTH 333RD STREET. ELEVATION 346.63 (NGVD IE=330.99 29). DO 66 LF 12" PVC SD @ 1.00% BASIS OF BEARINGS JOIN EXIST MANHOLE RIM=(335.10) BASIS OF BEARINGS; PLAT OF "WEST CAMPUS BUSINESS AND OFFICE t, . 7 IE=(330.33) PARK" RECORDED IN VOLUME 96 OF PLATS, PAGES 50 THROUGH 53, RECORDS OF KING COUNTY, WASHINGTON. \ERTICAL DATUM 17 _Wl CITY OF FEDERAL WAY (NGVD 29) 41z', `h' TLAND !NVENTOIR'Y #17-21-4-53 _4 Afi 0 7777 2 -ACOM 0-'- -T PARKING LOT STANDARDS J _OIVIOAQ .-AL STL; � K�YSTONE WALL 15 /x7 cr HIGH __A*�' TOTAL STALLS 62 r i STALL WIDTH 81.50SLOPE 1\101TO ' EXCEED 2:,,l (T STALL DEPTH 18,007 AISLE WIDTH = 25.50' FOR HORIZONTAL CONTROL, PLEASE NOTE; CONTRACTOR SHALL LAY OUT SITE PER ENGINEER PROVIDED m ELECTRONIC DATA FILE. to A 0, KEYSTONE WALL BIDDER DESIGN. _-Y CONTRACTOR SHALL PROVIDE DESIGN z ELEMENTS AND ALL NECESSARY PERMITS. (SEE DETAIL HEREON). 6' HIGH, BLACK VINYL X COATED CHAIN LINK FEW,,E @ TOP OF WALL, X s- SOUTH 333rd STREET (PRINCIPAL COLLECTQR) S _- f �� li i l 1.117 s II -T= w _ NOTE: AS FIRST RTRUCTION, , F>tRZF CO' CONTRACTOR SH91L VERIFY HORIZ & VERT LOCATION OF EXIST SEWER STUB TO ASSURE ABUTY—M , CT_ NEW AS- DtPIC I ED. NEW 1-1/4- DOMESTIC WATER METER Z SANITARY SEWER LEGEND CLEANOUT RIM=340.00 (MATCH GRADE) IE=(332.18) JOIN O 15 LF 6" PVC SDR35 SS @ 36% O CLEANOUT RIM=338,40 IE=327.58 O 42 LF 6" PVC SDR35 SS @ 2.00% <�> CLEANOUT RIM=338.24 IE=328.42 87 LF 6" PVC SDR35 SS @ 2,007. O CLEANOUT RIM=335.75 IE=330.17 O CROSSING! 1 CROWN (6" SS) = 328.61 IE(1 2"SD=333.04 O9 CROSSINGH! CROWN(6"SS)=330.08 IE(12"SD=330.49 538.88 JOIN MENI r .21 �z J,- 7 7Z— 'N zv _7 U DIJ)�Y PA - tff"A-V T, tONC. Wi t CON im C —t% STOPS (TYP I REMOVE TY 12 38 et 1 A 0338.88 et (,339.22) V�J_OIN S w SEE "LIGHTING PLAN" FOR STREET 6" C'ONCRIFTE CIJRB% AND ON —SITE LIGHTING DETAILS, S 61' CONCRETIE 'CURB -9 ,7 0, > v/ C. NOTE: STREET LIGHTING AND ON —SITE LIGHTING PER ELECTRICAL PLAN, SHEET E-020 NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY ESM CONSULTING ENGINEERS, , JOB No, 191-69-002-0001, DATED 04-24-03. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY NOTIFY THE OWNER AND/OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. ASPHIAL-i- EA AR-c . ._u L - 13 - Z_ *b *k1b Cr 9 X, '11- Av, 40 KEYSTONE BLOCK WALL (STANDARD BLOCK) LINK FENCE PER -SHEET C-106 %BRIC PER DESIGN CONTRACTOR SHALL PROVIDE "KEYSTONE" RETAINING WALL DESIGN WITH STRUCTURAL ENGINEERING CALCULATIONS STAMPED BY A WASHINGTON STATE LICENSED PROFESSIONAL ENGINEER AT NO COST TO OWNER. GRAPHIC SCALE 20 40 so ( IN FEET ) 1 inch = 40 ft. Call 2 Working Days Before You Dig N lu,424-5555 1-ou Utilities Underground Location Center (ID,MT,ND,OR,WA) 160 PERMIT NO. 04-100904-000-00—E*d APPROVED 0* DATE PROJECT NO, 2003012,00 DRAWN BY: JVH CHECKED BY: HEH ■ ri SHEET TITLE SITE GRADING & DRAINAGE PLAN PHASE 2 SHEETNO, �-104 "F CL N 0 0 0 CV W cn W Q J a V) a a 0 N 0 0 N Lij w Ii 2"x4" DOUGLAS FIR SUPPORT POST FILTER FABRIC EX. GROUND NEWLY GRADED OR DISTURBED SLOPE SECTION ATTACH FILTER FABRIC TO POST WITH WIRE MIRAFI 140 OR EQUAL 2%4" DOUGLAS FIR -/ ` EXTEND BOTTOM OF FILTER POSTS @ 3" O.C. MIN. FABRIC INTO 4" WIDE BY 4" DEEP TRENCH ELEVATION FILTER BARRIER DETAIL NO SCALE CONSTRUCTION NOTES: FILTER BARRIER - THIS SEDIMENT BARRIER MAY BE CONSTRUCTED USING BURLAP OR STANDARD STRENGTH SYNTHETIC FILTER FABRIC, IT IS DESIGNED FOR LOW FLOW OR MODERATE FLOWS NOT EXCEEDING 1 C.F.S. 1. THE HEIGHT OF A FILTER BARRIER SHALL BE A MINIMUM OF 15 INCHES AND SHALL NOT EXCEED 18 INCHES. 2. BURLAP OR STANDARD STRENGTH FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS (AND THUS IMPROVE THE STRENGTH AND EFFICIENCY OF THE BARRIER). 3. THE STAKES SHALL BE SPACED A MAXIMUM OF 3 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 8 INCHES). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE OF THE BARRIER. 5. THE FILTER FABRIC SHALL BE STAPLED TO THE WOODEN STAKES AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH, HEAVY DUTY WIRE STAPLES AT LEAST 1/2 INCHES LONG SHALL BE USED. FILTER MATERIAL SHALL NOT BE STAPLED TO EXISTING TREES. 6. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER MATERIAL. 7. IF A FILTER BARRIER IS TO BE CI=QNSTRUCTED ACROSS A DITCH LINE OR SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END FLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AND ARC OR HORSESHOE WITH THE ENDS ORIENTED UPSLOPE. 8, FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. MAINTENANCE NOTES: 1. SILT FENCES AND FILTER . BARRERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED AND SEEDED. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA STABILIZED CONSTRUCTION ENTRANCE NO SCALE DUST CONTROL PURPOSE TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES. CONDITIONS WHERE PRACTICE APPLIES IN AREAS (INCLUDING ROADWAYS) SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON AND OFF SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN, DESIGN CRITERIA/SPECIFICATIONS O MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES (SEE SECTION 5.5, COVER MEASURES). O SITE IS SPRINKLED WITH WATER UNTIL SURFACE IS WET, REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABLIZED CONST- RUCTION ENTRANCE. SW 1/4 OF SEC. , TWP. 21 N.,W.M. W BACKFILL MATERIAL - (SEE NOTE 5) "` " 3" ASPHALTIC CONCRETE (AC) CLASS B CONCRETE CLASS C ' I OVER 6 CRUSHED CRUSHED SURFACING (SEE NOTE 8) TOP COURSE (csrc) _. FOUNDATION PLAN VIEW LEGEND HEAVY—DUTY PAVEMENT LEVEL (SEE GEOTECHNICAL ENGINEERING REPORT DATED OCTOBER 31, 2003, PREPARED BY LANDAU ASSOCIATES FOR COMPLETE SUBGRADE PREPARATION SPECIFICATIONS). PAVEMENT SECTIONS NOT TO SCALE PLACE 3 ff SQUARE (t) OF FILTER -FABRIC MATERIAL ABOVE GRATE & SECURE WITH GRAVEL DAM OR AS SHOWN, REPLACE UPON FIRST SIGNS OF FAILURE. SILT CONTROL AT C.B.'S NO SCALE BACKFILL MATER (SEE NOTE 5) BEDDING M� FOR RIGID F (SEE NOTE Ft LI BEDDING MA FOR FLEXIBL (SEE NOTE FOUND, LIMITS OF PIPE ZONE (CLASS A DESIGN) �I )F PIPE ZONE (CLASS B,C,D, DESIGN) BEDDING FOR RIGID PIPE LIMITS OF PIPE ZONE (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE RIGHT—OF—WAY LINE w w w w W w w w w w W w w w w W W N w ro\ w w w w CURB TAP \ w w W w w w /�%�\ � I�• w W w w w w w w w w �w w w w '6, URB TAPER w w w w w �\�\\` RESIDENTIAL\\�' / w w W d w , °+' �� 10 -0" MIN.\\� SIDEWALK \ 20'-0" MAX. COMMIJINDUSTR. 2 � \ �\ \ `\ PLANTING STRIP, IF ANY. 40- 0" 3-LANE EXPANSION JOINT �--- RIGHT-OF-WAY LINE 6" VARIES 3' MIN VARIES 0.02 ,/FT. 0.08 e^ i a // ,\ • ` MATCH EXISTING DRIVEWAY GRADE 2" CSTC for RESIDENTIAL CEMENT CONCRETE DRIVEWAY 6" THICK 4" CSTC for COMMERCIAL SECTION A -A NOTES: 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID -WIDTH. SEE KCRS SEC. 3,04. 2. SEE SEC. 3.2.13 CURB & GUTTER SECTION DRIVEWAY NOT TO SCALE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES, 3. COMPACT BEDDING MATERIAL TO 95% MAX, DENSITY EXCEPT DIRECTLY OVER PIPE, 4, SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING THE MINMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18". 5. TRENCH BACKFILL, SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIABLE PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 8, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1 /4 I.D. 12" MAX. ZERO B 1 /4 O.D. 1 /2 O.D. 1 /8 O.D. ZERO O.D. C 3/4" O.D 1 /2 O.D, 1 /8 O.D. O,D, — *A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. PIPE BEDDING DETAIL REF WSDOT STANDARD PLAN B-18c (NO SCALE) SURFAC,E AREA DETERMINED , AT TAP OF WEIR 4 MIN. 1 <5' MIN, FLAT BOTTOM NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION 1' MIN. OVERFLOW 1 MIN 0 �.:- `~ ~ 1' MIN. 3/4"-1.5" 2"-4" ROCK RIPRAP WASHED GRAVEL GEOTEXTILE DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER SEDIMENT -TRAP SECTION 5' 3/8" MINUS PEA GRAVEL EXPOSED AGGREGATE W/W2.9xW2,9, 6x6 WWF 6" CEMENT CONCRETE PEDESTRIAN WALKWAY WHERE SUBJECT TO VEHICULAR TRAFFIC. 4" WHERE PEDESTRIAN ONLY. 4" CRUSHED SURFACING TOP COURSE EXPOSED AGGREGATE CONCRETE WALKWAY NOT TO SCALE NOT TO SCALE i j Call 2 Working Days Before You r. 1800-424-555!5 Utilities Underground Location Center ! •' PERMIT NO. 04-100904-000-00—EN i APPROVED DATE a LOI".)IM &WEIR 0.4 L y �9 0 �- a co Un d^ z d N •00 U3 _j (a N i'' �c oY vry oQ -•N t, ~Y wv � Q L0-C p > LO 0OQ I > -C it W O �N n� IIP Z W � < Z a✓ Lfi O 0 C) O kjj PROJECT NO. 2003012.00 DRAWN BY: JVH CHECKED BY: HEH Fl"^ V z LO 1. ; SHEET TITLE MISCELLANEOUS DETAILS SHEETNO. C-105 EE LL N O O O N Lu Q V) d _J !sJ V) a Q _N O C) C14 N Lil Q Z L1J J Li ALL POSTS, RAILS, BRACES, WIRE, SUPPORTS, BARBWIRE & CAPS SHALL BE BLACK VINYL COATED GATE PER CONSTRUCTION SPECIFICATIONS TYP, FENCE 24 ELEVATION GENERAL NOTES 8' X 1 6' PRECAST 5TORMFILTER' DATA DESIGN WATER QUALITYFLOW cfs 0.97 RIM ELEVATIONS): 1 = 3> 36.3_ 433630 4 to- 3 2 = 336.30 / \3 = 336.30 1.) STORMALTER BY STORMWATER MANAGEMENT, PORTLAND, OREGON (503-240-3393). 2.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR DETAILS. 3.) PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C$58, 4.) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5.) ANTI -FLOATATION BALLAST TO BE SPECIFIED BY ENGINEER. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF VAULT. BALLAST MATERIALS TO BE PROVIDED BY CONTRACTOR. 6.) PRECAST STORMFILTER EOUIPPED WITH KNOCKOUTS AT ALT. INLET/OUTLET LOCATIONS. CORINGS AVAILABLE WHEN SPECIFIED. 7.) DETAIL REFLECTS DESIGN INTENT ONLY. ACTUAL VAULT DIMENSIONS AND CONFIGURATION WILL BE SHOWN ON THE PRODUCTION SHOP DRAWING. PEAK FLOW (cfs) 0 97 RETURN PERIOD OF PEAK FLOW (yrs) 2 YR DOOR OPENING DIRECTION: (FACING DOWNSTREAM -SEE FIGURE ABOVE) EXAMPLE: '2 TO V OR 'i TO 2.' '2 TO 1' # OF CARTRIDGES REQUIRED 33 MEDIA TYPE COMPOST (in-Out)=2.3' Min. I,E. MATERIAL DIAMETER ADJUSTABLE LID YES INLET PIPE #1 327,91 LPEP 12" LADDER YES INLET PIPE #2 ANTI -FLOATATION BALLAST (USE N/A IF NOT REQUIRED) WIDTH HEIGHT OUTLET PIPE 325.61 LPEP 12" NOTES/SPECIAL REQUIREMENTS: 12" OUTLET PIPE IE=325. The STORMWATER MANAGEMENT StormFilter• U.S. PATENT No. 5,922,62P, No. 5,824,576, No. 5,707,527 AND OTHER U.S. AND FOREIGN PATENTS PENDING 8'x16' PRECAST STORMFILTER''- PLAN VIEW SCALE: N.T.S. 30"0 MANHOLE 8'xl6' PRECAST STORMFILTERTM- SECTION VIEW SCALE: N.T.S. INLET PIPE IE=327.91 SHEET DESIGNED BY: JHL CHECKED BY: CHECK DATE: �'j(� 6' PRECAST ST�RAAf ILTER'" DRAWN B. MJG APPROVED BY: . APPR. DATE: i:• g#•i 1/r DATE BY REVS:ON CK D APPR. PLAN AND SECTION VIEW x odn81D, ARG DUMG IODATE STANDARD DETAIL 1 ORMWATE SCALE: PRAIECT N0. DRAWING G NAME: {,9 A iV R ($ E iE4 E !I T• I N C. AS SHOWN 816.OW SW 1/4 OF SEC. 17, TWP. 21 N., RGE. 4 E., W.M. BYPASS MH DATA BY-P MH J1 54" CATCH BASIN DIA. TOP ELEVATION (TE) TE 335.10 RISER DIAMETER NA OVERFLOW RISER ELEV NA DESIGN WATER SURFACE ELEVATION 329.27 OUTLET DIAMETER 12" INVERT ELEVATION (IE) 328,27 ORIFICE DIAMETER 3" BYPASS IE OUT 328.27 WEIR ELEV 329.91 INLET PIPE DIAMETER VARIES III(Spaii OUTLET PIPE DIAMETER VARIES BYPASS MH DETAILS HDPE FLOW DIFFUSER 12' INLET CHAMBER SEPARATION CHAMBER 1 OUTLET CHAMBER SEPARATION CHAMBER 2 L o d c HDPE ORIFICE BOX STORMGATE SEPARATOR 2000 - PLAN VIEW SCALE: N.T.S. 30"0 SMI MANHOLE 24"0 MANHOLE FRAME & COVER n 12" inflow ie(in)=328.27 type II-54" 0 M.H, no base channel req'd round solid locking lid (see KCRS dwg 2-022 and 2-023) Rim =335.10 baffle to control floatables or provide spill control upstream HOPE FLOW DUCT STORMGATE SEPARATOR 2000 - SECTION VIEW A -A SCALE: N.T.S. ;HEET DATE IBY IREVISION 7 1 ARG ADDED FLDW DIFF. k NEW SG 112 ID ESIGNED BY: ARG DRAWN BY: ARG D 1 STORMGATE SEPARATOR 2000 PLAN AND SECTION VIEW STANDARD DRAWING PROJECT NO.: 1DRAWING FILE NAME: To GRADE UR ANASS ENT I D. (800) 548-4667 top of pipe at WO design water surface elevation and head losses in outlet pipe inflow ladder (typ.) 6 IaXll Z, NI c E U solid bottom (provide maintenance access) 1 329.91 12" to bypass conveyance system or > detention pond ie(out)=328.27 baffle to control floatables 24" dia. standpipe 12" to water quality facility A ie(out)=328.27 overflow riser elev, w/ watertite cap 0 331.00 "tee" section with cleanout (or removable bend -down elbow) C� 12" to water quality facility. IE(out)=328.27 N orifice sized to pass WO design flow ,KNOT>E:Diameter (d) of standpipe should be large enough to minimize head above WQ design WS and to keep WO design flows from increasing more than 10% during 100-year flows. BYPASS MH #1 DETAILS N\1 APPROVED --'A o4F DATE 't _n O 00 U) Z � Do Q -� J O N ¢' m V)Q Z -I X O C) CL w N � Y WU10 0-C R Q d 0 3 L0 LiJ Uj ' LL1 E Q Ln N J Z �✓ O � LO o PROJECT NO. 2003012.00 DRAWN BY: JVH CHECKED BY: HEH Z O C? Z 4, • SHEET TITLE MISCELLANEOUS DETAILS SHEET N0, V-1 06 k°oo e LAKEt H_A- EJN S.��iV EJ - L7157F?JG r n I PER SUR\J rY F15-C 11\1GNO, E)61-1220002 ,........... .. UTILITY ASEMENT ` .E: r c.-\1\11PU5 of M-E Sib) RECORDING NO. 7412180380 E I PARK DJV1SJOJ\1 1 � ge� SFs°� 2-00-A 8050 S.F. v+ S \/t4f ! F 33 F, sr'sos� St8„ O, AAA 41 �sS 1) LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM TRANSNATION TITLE INSURANCE COMPANY COMMITMENT ORDER NUMBER 829899 DATED JULY 9, 2003. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF LOCATE MARKS PROVIDED BY ONE -CALL UTILITY LOCATING SERVICES AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS. UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. ESM CONTROL POINT NO. 1 - TOP OF BRASS DISC IN MONUMENT CASE LOCATED IN THE CENTERLINE OF SOUTH 333RD STREET, 993.66 FEET SOUTHWESTERLY FROM THE INTERSECTION AT 8TH AVENUE SOUTH. DERIVED USING GPS TIES TO CITY OF FEDERAL WAY PUBLISHED BENCH MARKS. ELEVATION 331.44 (NGVD29). ESM CONTROL POINT NO. 2 - TOP OF BRASS DISC IN MONUMENT CASE LOCATED AT THE INTERSECTION OF 8TH AVENUE SOUTH AND SOUTH 333RD STREET. ELEVATION 346.63 (NGVD29). M BASE CW BEAFW%W BASIS OF BEARINGS: PLAT OF "WEST CAMPUS BUSINESS AND OFFICE PARK' RECORDED IN VOLUME 96 OF PLATS, PAGES 50 THROUGH 53, RECORDS OF KING COUNTY, WASHINGTON VERTICAL DATUM CITY OF FEDERAL WAY. (NGVD 29) SOJ\JJ\JEMLLE POWER A- Dj`A1J\jS-rRA7r1ON 100' RIGHT OF WAY EASEMENT FOR TAC RECORDING NO.SUPPLY WATER 7607090441 i - 0 0 1-1 \i\J�S7' CAA\APUS O.F'F'1GE� PARK DJV ISJON 1 5' X 25' SANITARY SEWER EASEMENT REC_NO. 840424904 4, �` a 28S'7 ? 9, 'yA !FF 2,eo90s Cyq��F SF o oyA NNyF Shy 50 25 0 50 100 ALE7"mW 0ONTOUR IN I ERVAL s 6 LEGEND (} = HYDRANT ()Q = WATER VALVE �II = SIGN POST QS = SANITARY SEWER MANHOLE [I = TELEPHONE RISER P = POWER VAULT = reTru RAC 1 = FIR TREE = CEDAR TREE T = UNDERGROUND TELEPHONE LINE D = UNDERGROUND STORM DRAIN S = UNDERGROUND SANITARY SEWER � AIM Cal Lu r. It z R CC 93 u Cc ,. oi U1 , ' La .' • dIL •- O 01. 0 AWN BY: RAX DATE: - 1 - • DATE OF ,- �67 . W. -- -0, ✓ice' ,.� -w. Win- "� - --. .. I ./�i _ _ 940 f� .. _..1►.1�. !';4 � liml, �not §510?,��i`A" .rl:�/�/. _� E,��a(�•I'i�iA�aj`,-„� 1�1;..�is.�J%a ��.��/��..`M�,V,��r,);`. �� s��i~�/`��:.f.��..As.`��:�'�iioi'//�:I:cI1 ��1� �s � 1' ��/j�/?.•, :,rr I�..�i�-.��wsrt�!'�`-.;► �..:.<.�._`-�I�.�fs�•..7"I1'� •-I�'�j �..:f.4R7r. �.�..w...il►.�.,,,_ ._�A?. .��:•s`s .nAr�s_NO Sir O-W-4M Las Not _ TREE RETENTION PLAN I •' SCALE: I"=20`-0" TE: HYDROSEED FOR EROSION ------EXISTING TREE TO REMAIN, CONTROL ALL FILLED OR PRESERVE & PROTECT GRADED AREAS DO NOT STORE MATERIALS OR EQUIPMENT UNDER DRIP LINE OF TREE LEGEND CED Western Red Cedar DF Douglas Fir V i DRIP UNE — ESTABLISH DRIP LINE BY MEASURING TREE DIAMETER AT 4 FEET ABOVE GRADE. FOR EACH 1" OF DIAMETER OF TREE HAND EXCAVATE ALL !NO' ADD 1'-0" OF DRIP LINE. WITHIN DRIP UNE OF TREES EXAMPLE: TO RETAq't"'—' ( 18" DIAMETER OF TREE = = 18'-0" RADIUS OF DRIP UNE SEDIMENT FENCE SEDIMENT FEN EASUREEDD DIAMETER EXISTING GRADE �- 4' ABOVE GRADE EXISTING GRADE EXPOSED GRADE EXISTING TREES #P 1 * Tree to Remain; All other trees to be removed PHASE I PHASE 11 #Pl-1 18" DF #P2-1 16" DF #P 1 2 25" DF #P2-2 15" DF #Pl 3 30" DF #P2-3 19" DF #P2-4 14" DF ;i(#P2-5 25" DF #P2-6 26" DF #P2 7 20" DF #P2-8 25" DF #P2-9 40" DF #P2-10 24" DF #P2-11 28" DF #P2-12 26" DF #P2-13 40" DF TREE LEGEND lZ DF A *P2-14" DF `> 0 — s c- v EXISTING RETAINED TREES: PRESERVE AND PROTECT SIGNIFICANT TREE COUNTS Tree Retention Reg gMents• Phase I Phase II Total Significant Trees on Site 3 trees 13 trees Required to retain 25 % of significant trees on site (Significant trees to be 12" caliper or greater) 25 % of Significant Trees = Phase I: 1 Significant Tree Required to be Retained 1 tree Phase H: 3 Significant Trees Required to be Retained 3 trees EXISTING TREES ON ADJACENT PROPERTY TO PRESERVE Tree Retention Calculations: AND PROTECT. Total Trees on Site 3 trees 13 trees Total Saved Significant Trees 1 tree 3 trees EXISTING TREES PROPOSED TO BE (Greater than 12" Caliper) REMOVED Existing Significant Trees to be Removed 2 trees 10 trees APP>6tOVAY. Permit P�Iambee: * Od y' (► Approved Dr • Date: Lauchlin R. Bethune Associates ■ Lan&cape Architecture & Planning, ASLA P.O.Box 1442 phone: (425) 432-9977 Maple Valley,Washington 98038 fax: (425) 432-9878 STATE OF WASMNGTON 174jgG1STERED ARCHITECT R-BETHUNE CERTWiCATE NO. 462 owNM City of Federal Way Federal Way, WA City of Federal Way Parking Lot Federal Way, WA Jos #.. #23204 naAWSY: LJL DAYS: 03/15/04 Revised per City of Federal Way Comments, Jim Harris, Sr. Planner 03/29/04 - IBA 04/06/04 TIAB"Aj edper c iteet omments a 3*nw rnX- TREE RETENTION PLAN SC". f = 20'41 PAMNUMM wm \ oc� DETAIL: TREE PROTECTION NO SCALE "r, 2"C 3 TO EVIDENCE BLDG. - �M TRANSFORMER BY UTILITY, INSTALL PER UTILITY REQUIREMENTS U.G. UTILITY FEEDER --� SERVICE / SIGNAL CABINET. SEE GENERAL NOTES TO ROADWAY LUMINAIRES. SEE GENERAL NOTES (C3 T V 1 nCRJ) I ---- EXISTING RACEWAY (BY OTHERS) PARKING LOT FACILITY SCALE: 1" = 20' - 0" COVER PRECAS- CONCRETE HANDHOLE DETAIL 15" MIN HANDHOLE DIMENSIONS TAG MIN. INT. DIMENSIONS LENGTH WIDTH Q 1 36" 24" ® 28" 17" p 24" 24" ® 18 3/4" 1 12 3/4" /, LUMINAIRE POLE - LITHONIA RTA SERIES OR APPROVED EQUAL COLOR TO MATCH LUMINAIRE \_ POLE -MOUNTED CCTV CAMERA (BY OTHERS) PARKING LOT LUMINAIRE - THONIA KVS3 350M 240 RP12 QRS DDB R APPROVED EQUAL CCTV/ MOUNTING DETAIL GENERAL NOTES 1. PROVIDE PULLSTRING IN ALL CONDUITS INDICATED AS RACEWAY ONLY. 2. INSTALLATION OF ROADWAY LUMINAIRES AND ALL ASSOCIATED APPURTENANCES (RACEWAY, CONDUCTORS, JUNCTION BOXES, ETC.) SHALL CONFORM TO CITY OF FEDERAL WAY PUBLIC WORKS DEPT. DWG NOS 3-40 AND 3-41. 3. INSTALLATION OF SERVICE / SIGNAL CABINET AND ALL ASSOCIATED APPURTENANCES (RACEWAY, CONDUCTORS, JUNCTION BOXES, ETC.) SHALL CONFORM TO CITY OF FEDERAL WAY PUBLIC WORKS DEPT DWG NO.3-45. FLAG NOTES 1. STUB CONDUIT UP POLE TO CAMERA LOCATION. SEE DETAIL 4, THIS SHEET 2. FUTURE INSTALLATION (PHASE 2). NOT IN CONTRACT. SHEET LEGEND 1p PARKING LOT LUMINAIRE - 350W MET/1 HALIDE W/ 25 FT ROUND TAPERED ALUMINIUM POLE UNLESS OTHERWISE NOTED. PROVIDE PRE -CAST CONCRETE POLE BASE PER MANUFACTURERS RECOMMENDATION ROADWAY LUMINAIRE - 250W HPS W/ 35 FT LUMINAIRE POLE AND POLE BASE PER CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT DWG NO 3-39. LUMINAIRE POLE SHALL HAVE AN 8'-0" ARM 3 ® HANDHOLE. 'a' DENOTES SIZE. SEE E-020 ® STANDARD JUNCTION BOX - TYPE 1 PER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD PLAN J-1la ® STANDARD JUNCTION BOX - TYPE 3 PER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD PLAN J-11a NOTE: SYMBOLS SHOWN ON THIS SHEET ARE SUPPLEMENTAL TO THE SYMBOLS AND ABBREVIATIONS (SHEET E-000). WHERE SYMBOLS ARE DEFINED ON BOTH SHEET E-000 AND E-020, THE SYMBOL DEFINITION SHOWN ON E-020 SHALL BE USED. CONDUIT/WIRE SCHEDULE TAG CONDUIT WIRE USE / REMARKS 1� 1-1/2" 3#10 ROADWAY LIGHTING ® 4" -- CCTV - RACEWAY ONLY ® 4" -- TELE/DATA - RACEWAY ONLY ® 4" -- CITY OF FEDERAL WAY USE - RACEWAY ONLY ® 4" -- SPARE - RACEWAY ONLY © 2" -- PARKING LOT LIGHTING - RACEWAY ONLY O 3" — FUTURE POWER - RACEWAY ONLY ® 2" -- CCTV - RACEWAY ONLY V=4�� NNuA/ Engin "I 724 M&SA n Ave., Ste. 201 Bainbridge Island, WA 98110 206.855.46W 206.855.4601 Fax OWNER: City of Federal Way Federal Way, WA PROJECT: City of Federal Way Parking Lot Federal Way, WA JOB#: #23204 0 DRAWN BY: KDD CHECKED BY: y DKD DATE: 07/16/04 REVISION& Skmm T=1 PARKING l:..(' r FACILI'l Y PAGE NU/Mg M E-020 NOT TO SCALE SCALE: NONE SCALE: NONE LIGHTING SYMBOL DESCRIPTION FLUORESCENT RECESSED LUMINAIRE (REFER TO LUMINAIRE SCHEDULE FOR TYPE) FLUORESCENT SURFACE -MOUNTED LUMINAIRE (REFER TO LUMINAIRE SCHEDULE) SHADING OF ANY LUMINAIRE INDICATES FIXTURE 10A® SUPPLIED WITH EMERGENCY BALLAST ® HID FIXTURE 0 DOWNLI.GHT- SURFACE, RECESSED CEILING MOUNT ® FLOOR OR GRADE MOUNTED FIXTURE ® WALL WASH - SURFACE, RECESSED CEILING MOUNT z TRACK LIGHTING WITH HEADS AS INDICATED. FLUORESCENT STRIPLIGHT - POWER FEED SECTION, FEED THOUGH SECTION, LENGTH AS SHOWN. DIRECTIONAL HID FIXTURE ® ADA APPROVED WALL SCONCE ® ILLUMINATED EXIT SIGN, SHADED QUADRANT INDICATES FACES, ARROW AS SHOWN POLE MOUNTED LUMINAIRE Q "FOOT" INDICATES WALL MOUNTED LUMINAIRE iOOC FIXTURE TYPE IDENTIFICATION DESIGNATION BATTERY POWER EMERGENCY UNIT EQUIPMENT (SEE SCHEDULE FOR QUANTITY OF HEADS) - WALL, CEILING MOUNTED. ef I REMOTE HEAD a-il OPTICAL SENSOR AND REFLECTOR SWITCHING CONTROLS SYMBOL DESCRIPTION SINGLE POLE SWITCH (SUPERSCRIPT DENOTES SIMILARLY ° MARKED LUMINARIES CONTROLLED TOGETHER) a TWO POLE SWITCH 3 THREE WAY SWITCH 4 FOUR WAY SWITCH K KEY OPERATED SWITCH DIMMER SWITCH. NUMBER INDICATES WATTAGE RATING. IF NOT SHOWN 80OW MINIMUM. P SWITCH WITH PILOT (PILOT IS "ON" WHEN SWITCH IS "ON") PL SWITCH WITH PILOT (PILOT IS "ON" WHEN SWITCH IS -OFF-) $T TIMER SWITCH WEATHERPROOF SWITCH M MOTOR RATED TOGGLE W/THERMAL $cr OVERLOAD PROTECTION PC PHOTOCELL TC TIME CLOCK OC WALL MOUNTED DUAL LEVEL SWITCHING OCCUPANCY SENSOR EMERGENCY POWER OFF, HEAVY-DUTY OIL TIGHT RED MUSHROOM HEAD PUSH-BUTTON rL_71 LIGHTING CONTROL PANEL LC LIGHTING CONTROL STATION DISTRIBUTION & EQUIPMENT SYMBOL DESCRIPTION BRANCH CIRCUIT PANELBOARDS, SURFACE AND RECESS ® MOUNTED SOLID= 1201208V HATCHED= 277/480V a TRANSFORMER ® SERVICE AND/OR DISTRIBUTION EQUIPMENT MOTOR CONNECTION. X = HORSEPOWER (WHERE SHOWN) CONNECTION TO DIV. 15 FURNISHED VARIABLE FREQUENCY VFD DRIVE WITH INTEGRAL DISCONNECT DIV. 16 TO INSTALL VFD EQUIPMENT EY30A DISCONNECT SWITCH, SIZE AS NOTED OR IF NOT SHOWN SIZE PER CONNECTED MOTOR SIZE ('MECH =BY DIVISION 15, TYP). �30A FUSED DISCONNECT SWITCH, SIZE AS NOTED OR IF NOT SHOWN SIZE PER CONNECTED MOTOR SIZE ('MECH=BY DIVISION 15, TYP). O,u DISCONNECT W1 MAGNETIC OR 30A CON ACTOR. SI EAS NOTED OR IF NOT SHOWN SIZE PER CONNECTED MOTOR SIZE. ('MECH'=BY DIVISION 15, TYP). ® MAGNETIC MOTOR STARTER (CONTROLLER) OR CONTACTOR SIZE AS NOTED OR IF NOT SHOWN SIZE PER CONNECTED 30A MOTOR SIZE. ('MECH'=BY DIVISION 15, TYP). ■ 1 , POWER DEVICES SYMBOL DESCRIPTION SIMPLEX RECEPTACLE - WALL, CEILING, FLOOR 05 a C DUPLEX RECEPTACLE - WALL, CEILING, FLOOR © DOUBLE DUPLEX RECEPTACLE - WALL, CLG, FLOOR OF C DUPLEX RECEPTACLE AT SPECIAL HEIGHT ++44 +44 DOUBLE DUPLEX RECEPTACLE AT SPECIAL HEIGHT DUPLEX RECEPTACLE - WALL - DEDICATED >� DUPLEX RECEPTACLE - WALL - HALF SWITCHED DUPLEX RECEPTACLE - WALL - ABOVE COUNTER/ BACKSPLASH. SEE ARCHITECTURAL DRAWINGS. �GFI DUPLEX RECEPTACLE - WALL - WITH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER Q WP DUPLEX RECEPTACLE W/ WEATHERPROOF COVER ® ® SPECIAL PURPOSE RECEPTACLE- WALL, CEILING C NEMA CONFIGURATION AS NOTED ® ELECTRICAL EQUIPMENT CONNECTION. PROVIDE #10 AWG NEUTRALS. USE LIQUID -TIGHT FLEX, FLUSH FLOOR BOX DEVICE - DEVICE TYPES PER ®® SYMBOLS SHOWN. PEDESTAL FLOOR DEVICE - DEVICE TYPES PER ®® SYMBOLS SHOWN. TWO-PIECE SURFACE METAL RACEWAY WITH RECEPTACLE J AS NOTED, LENGTH AS INDICATED ON THE DRAWINGS AND WITH ALL FITTINGS AS REQUIRED a•❑ TELE/POWER POLE, POWER POLE O POKE THRU UNIT WITH DUPLEX RECEPTACLE - FLUSH, PEDESTAL MOUNTED. POKE THRU UNIT WITH DOUBLE DUPLEX RECEPTACLE - ® FLUSH, PEDESTAL MOUNTED. COMBO POKE THRU WITH DUPLEX RECEPTACLE AND �® TELEPHONE OUTLET - FLUSH, PEDESTAL MOUNTED. TWO-PIECE SURFACE METAL RACEWAY WITH RECEPTACLE AT 6" O.C. (LENGTH AS INDICATED). DIAGRAMS SYMBOL DESCRIPTION HANDOFFAUTO HAND/OFF/AUTO SWITCH -.�•- SWITCH -- OVERLOADS NORMAL 1.Y CLOSED CCNTACTOR OR RELAY CONTACTS ate• --+� (-«- NORMALLY OPEN CONTACTOR OR RELAY CONTACTS o BUS DUCT BUS BAR -•-�I�I�H- BATTERY (GENERAL) -a}---- CONNECTOR, FEMALE AND MALE RESPECTIVELY CONTACTOR COIL OR RELAY COIL TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER CURRENT TRANSFORMER POTENTIAL TRANSFORMER �- NORMALLY OPEN PUSH BUTTON NORMALLY CLOSED PUSH BUTTON PF METER: POWER FACTOR kW METER: KILOWATT HOUR kW Y METER: COMBINATION KILOWATT HOUR/KVAR METER OM UTILITY CO. APPROVED SOCKET WITH METER INSTALLED Q DELTA CONNECTION GROUND WYE CONNECTOR I��-- CONNECTION TO GROUND &xmy CIRCUIT BREAKER XXX = AMPACITY Y = POLES ./._ FUSED SWITCH, WITH FUSE AND SWITCH AMPERE RATING CIRCUIT BREAKER, MEDIUM VOLTAGE, DRAWOUT DRAWOUT CIRCUIT BREAKER © GROUND FAULT TRIP UNIT ---- KEY INTERLOCK --�� CAPACITOR, POWER FACTOR CORRECTION, SIZE IN KVAR M G MOTOR -GENERATOR --�— SOLENOID FIRE ALARM SYSTEM SYMBOL DESCRIPTION FRCP FIRE ALARM CONTROL PANEL FARA FIRE ALARM REMOTE ANNUNCIATOR ® FIRE ALARM SYSTEM MANUAL PULL STATION, WALL MOUNTED ® SPEAKER - CEILING, WALL MOUNTED F� STROBE, WALL MOUNTED (X = CANDELA RATING) X n„ COMBINATION SPEAKER/STROBE, WALL MOUNTED X (X = CANDELA RATING) TS SPRINKLER VALVE TAMPER SWITCH LOCATION FS SPRINKLER FLOW SWITCH CONNECTION ® SMOKE DETECTOR, CEILING OR PLENUM MOUNTED. PHOTOELECTRIC TYPE UON SMOKE SENSOR, DUCT MOUNTED, WITH SAMPLING TUBES. D PHOTOELECTRIC TYPE UON Q ELECTROMAGNETIC DOOR HOLDER, WALL MOUNTED ® FIREMAN'S PHONE JACK, WALL MOUNTED FIREMAN'S PHONE HAND SET, WALL MOUNTED FSD FIRE ALARM CONNECTION TO COMBINATION FIRE/SMOKE DAMPER ® FLAME DETECTOR (FLICKER DETECTOR) LIGHT (LIGHT, SIGNAL LIGHT, INDICATOR LAMP, STROBE) ® HEAT DETECTOR, CEILING MOUNTED. RATE OF RISE AND FIXED TEMPERATURE TYPE, OLIN ®F HEAT DETECTOR - FIXED TEMP. ONLY R HEAT DETECTOR - RATE OF RISE ONLY SIGNAL DEVICES SYMBOL DESCRIPTION EQUIPMENT TERMINAL BOARD 8' HIGH X WIDTH AS SHOWN, FIRE TREATED. • ® COMMUNICATIONS OUTLET - WALL (X DENOTES NUMBER OF JACKS. DOT DENOTES TELPHONE) O QC SPEAKER -WALL, CEILING ' V VOLUME CONTROL -WALL I- B� BUZZER I-❑/ BELL CHIME © ©C SYSTEM CLOCK - WALL, CEILING 0 MASTER ANTENNA TV OUTLET ® AN OUTLET - SEE AIV DRAWINGS SECURITY SYSTEM SYMBOL DESCRIPTION Fc-c-Tv-14 CCTV SECURITY CAMERA ODOOR POSITION MONITOR SWITCH O INFRARED REQUEST TO EXIT DEVICE - WALUCEILING MOUNTED. O �M INTERCOM STATION - WALL, DESK MOUNTED, M = MASTER STATION Q PUSH-BUTTON STATION CR CARD READER - WALL MOUNTED LO ELECTRIC LOCK OELECTRIC STRIKE OMAGNETIC LOCK OELECTRIC POWER TRANSFER HINGE ABBREVIATIONS A, AMP AMPERES EF EXHAUST FAN LOP LIGHT CONTROL PANEL PRI PRIMARY AF AMPERE (RATED) FUSES EMT ELECTRICAL METALLIC TUBING MAX MAXIMUM PSE PUGET POWER ENERGY AFF ABOVE FINISHED FLOOR ENCL ENCLOSURE MCA MINIMUM CIRCUIT AMPERES REQD REQUIRED AFG ABOVE FINISHED GRADE EOL END OF LINE MFR MANUFACTURER RNC RIGID NONMETALLIC CONDUIT (PVC) AL ALUMINUM (ALLOY) EPA EFFECTIVE PROJECTED AREA MIN MINIMUM RS RAPID START ALC AUTOMATED LIGHTING CONTROL EWC ELECTRIC WATER COOLER MISC MISCELLANEOUS SEC SECONDARY AS AMPERE (RATED) SWITCH EWH ELECTRIC WATER HEATER MLO MAIN LUGS ONLY SPDT SINGLE POLE DOUBLE THROW ATS AUTOMATIC TRANSFER SWITCH FA FIRE ALARM MTD MOUNTED SPST SINGLE POLE SINGLE THROW AUTO AUTOMATIC FAA FIRE ALARM ANNUNIATOR MTR MOTOR SURF SWBD SURFACE SWITCHBOARD AUX AUXILIARY FC FOOT CANDLES N- NEUTRAL GROUNDED CONDUCTOR ( ) SWGR SWITCHGEAR AWG AMERICAN WIRE GAUGE FLA FULL LOAD AMPERES NO NORMALLY CLOSED TB TERMINAL BOARD BAT BATTERY FLEX FLEXIBLE NEC NATIONAL ELECTRICAL CODE TDC TIME DELAY CLOSING BFG BELOW FINISHED GRADE FU FUSE -,NEG NEGATIVE T TIME DELAY OPENING C CONDUIT (CIRCULAR RACEWAY) GEN GENERATOR NEMA NATIONAL ELECTRICAL TEL TELEPHONE CAB CABINET GFI GROUND FAULT CIRCUIT MANUFACTURES ASSOC. TYPICAL CB CIRCUIT BREAKER INTERRUPTER NL NIGHT LIGHT (UNSWITCHED) UL UNDERWRITERS LAB CFM CUBIC FEET PER MINUTE GND GROUND NO NORMALLY OPEN UON UNLESS OTHERWISE NOTED CKT CIRCUIT GRC GALVANIZED RIGID STEEL CONDUIT NTS NOT TO SCALE UPS UNINTERRUPTIBLE POWER SUPPLY CLG CEILING GRID IN -GROUND OC ON CENTER V VOLTS CO CONDUIT ONLY HP HORSEPOWER OD OUTSIDE DIAMETER VA VOLT-AMPERES CT CURRENT TRANSFORMER HZ HERTZ (CYCLES PER SECOND) OFCI OWNER FURNISHED CONTRACTOR VFD VARIABLE FREQUENCY DRIVE CU COPPER IES ILLUMINATING ENGINEERING SOCIETY INSTALLED W WATT DC DIRECT CURRENT ID INSIDE DIAMETER OFOI OWNER FURNISHED, OWNER W/ WITH DISC DISCONNECT IG ISOLATED GROUND INSTALLED W/O WITHOUT DIA DIAMETER IN INCANDESCENT OS OCCUPANCYSENSOR WP WEATHERPROOF DIV DIVISION IMC INTERMEDIATE METAL CONDUIT P POLE XF MR TRANSFORMER DP DISTRIBUTION PANEL K KEY OPERATED PB PUSH-BUTTON ", IN INCHES DPDT DOUBLE POLE DOUBLE THROW KCM THOUSAND CIRCULAR MILS PEND PENDANT °yFT FEET DPST DOUBLE POLE SINGLE THROW KO KNOCK OUT PH PHASE PHASE DWG DRAWING KW KILOWATTS PNL PANEL E EXISTING KVA KILO VOLT-AMPERES +,POS POSITIVE WIRING SYMBOL DESCRIPTION CONDUIT CONCEALED IN CEILING OR WALL. LINE WEIGHT TOP TO BOTTOM = NEW, EXISTING TO REMAIN. -- CONDUIT CONCEALED IN FLOOR, UNDER GRADE, ROUTED --- IN CEILING SPACE OF FLOOR BELOW. LINE WEIGHT TOP TO BOTTOM= NEW, EXISTING TO REMAIN. ®-- m CONDUIT EXPOSED. LINE WEIGHT TOP TO BOTTOM= NEW, -' - EXISTING TO REMAIN. yff/�ffj- EXISTING CONDUIT & WIRING TO BE REMOVED ----T--- TELEPHONE SYSTEM CONDUIT _mV- MEDIUM VOLTAGE CONDUIT _LV- LOW VOLTAGE CONDUCTORS ----G------ GROUNDING GRID OR CONDUCTORS STROKES INDICATE QUANTITY OF #12 AWG. CONDUCTORS, UON. NOTE: NOT ALL WIRING IS SHOWN ON DRAWING, CONTRACTOR SHALL SCHEDULE OR STANDARD WIRING PRACTICES FOR BRANCH CIRCUITS. GROUND -- �- - HOT }- GROUND, ISOLATED --- --- NEUTRAL HOME RUN TO INDICATED DESTINATION, 314"C. MIN. LION -- 0 I CONDUIT RUN TURNED UP THROUGH FLOOR OR CEILING. —ti+ CORE AS REQUIRED. CONDUIT STUBBED OUT AT LOCATION SHOWN. PROVIDED INSULATED BUSHING & PULLROPE. TELEPHONE/DATA SLEEVE THROUGH WALL, ABOVE CEILING, EXTEND TO ACCESSIBLE LOCATION BOTH SIDES. E-3 TERMINATE WITH BUSHINGS. (1)1 1/4" CO LION, COORDINATE LOCATIONS WITH CABLE INSTALLER(S) PRIOR TO ROUGH -IN. CABLE TRAY �o jOC JUNCTION BOXES WALL, CEILING AND FLUSH FLOOR MOUNTED. 4" SO. BOX, UON. PB PULL BOX, MIN. SIZE PER NEC., LION. �y FLEXIBLE CONDUIT CONNECTION GROUND ROD CONNECTION • GROUND ROD CONNECTION WITH TEST WELL BOX + LIGHTNING SYSTEM AIR TERMINAL ® UNDERGROUND PULLBOX/VAULT ❑ HANDHOLE REFERENCE SYMBOLS SYMBOL DESCRIPTION SHEET NOTE REFERENCE (FLAG NOTES) XXX X I I FEEDER NOMINAL AMPACITY & TYPE: SEE FEEDER SCHEDULE. A KITCHEN EQUIPMENT REFERENCE REFER TO DETAIL NO. ON DRAWING INDICATED NOT ALL DETAIL REFERENCES ARE SHOWN. ALL DETAILS APPLY TO ALL APPLICABLE SITUATIONS, UON. ELEVATIONIPHOTO TAG: REFER TO NUMBER AND SHEET INDICATED SECTION TAG: REFER TO DETAIL NO. ON DRAWING. NOT ALL DETAIL REFERENCES ARE SHOWN. ALL DETAILS APPLY. DEVICE MOUNTING HEIGHTS SPECIAL OUTLET HEIGHTS ARE SHOWN ON THE ELECTRICAL OR ARCHITECTURAL DRAWINGS, IF SPECIAL OUTLET HEIGHTS ARE NOT SHOWN OR REQUIRED, THEN LOCATE OUTLETS AS NOTED BELOW. OUTLET HEIGHTS ARE MEASURED FROM THE FINISHED FLOOR TO THE CENTERLINE OF THE OUTLETS UNLESS OTHERWISE NOTED. RECEPTACLE LIGHT SWITCHES PANELBOARD TELEPHONE/DATA OUTLET -DESK TELEPHONE/OUTLET-WALL MANUAL PULL STATION AUDIBLEIVISUAL ANNUNCIATOR KEYPAD/CARD READER +18 INCHES VERTICAL +48 INCHES VERTICAL +72 INCHES TO TOP OF PANELBOARD +18 INCHES VERTICAL +54 INCHES VERTICAL +48 INCHES TO LEVER /OPERATING DEVICE NOT GREATER THAN +96 IN. NOT LESS THAN +8D IN. +60 INCHES VERTICAL Engin�erinnn�,, IAc. 724 Eri&sen Ave., Ste. 201 Bainbridge Island, WA 98110 206.855.4600 206.855.4601 Fax OWNER City of Federal Way Federal Way, WA PROJECT- City of Federal Way Parking Lot Federal Way, WA JOB'*. #23204 DRAWN BY, KDD DATE: 07/16/04 REVISION& ;L= SHR9rTrrm- SYMBOIS &; s.Iw:1 :i ) . PAGE NUMBS& E-000 TYPE I LANDSCAPE BUFFER MIN. 5 WIDTH 2 OG X� mD I " DOUG -T IN L WETLAJDMITBUFFER WORK 23 ROD �0"DOUG FIR 3 ROD 8 ROD x. _L\ s wur I Wide Gravel BUILDING,6 PHASE 11CROWN BEDS TO DRAIN ` �u s -- (.r1 KK 5' W 1de Gravel Path /-I DF TO REPLACE REMOVED 25" DF 4 25" DOUG FIR TO BE REMOVED KK KK L�� A -r--- : - OGM A iGM FT. 21 SP 4 CFP 2 OGM t 3 WRR 1 - 134 S . FT. R • jjrff AI 1& . , �r ; 3 7 T1D 9R _ J � �► � s`.� it FIR �y :__:�(A"_!,w.W: F, J��! r7�,--.�%�•`►�1��-fib:'�!.j��.�7�,.-..��,/�,�bj�c.,, � ; �. M � ► �. rrr,��_�� _ �/l!IIA��, �w 1►i�//I,i i l�Irrl i�/ i © R• . • DFV 15i" ... Sopplcm,,, . e - — LANDSCAPE PLANTING PLAN 1 10, 29 t :1 NORTH SITE SPECIFIC NOTES 1 RETAINING WALL. Per Civil. 0 JUTE NETTING. Jute net all slopes that exceed 2:1' height slope. Install jute net per manufacturers instructions. Ensure jute net is securely anchored at top and bottom of slope. Jute net to overlap 6" on edges. 1 1 O EXISTING TREES AND SHRUBS: Remove existing windfall from existing shrubs and trees. Grub out blackberries and weeds. Remove any dead or broken branches on existing trees, prune for health and safety. Remove debris from site. Preserve and protect per Tree Protection Detail on Tree Retention Plan, Sheet L2.1 4 O4 GRAVEL PAD. Five foot wide gravel path, 5/8" minus compacted crushed rock, min. 4" depth. Secure with PT 2x4 Header anchored with lx2 stakes. Slope to drain away from building. TYPE I LANDSCAPE BUFFER MIN. 16 WIDTH 2 DOUG I T"I I I IU2 24 OG 2 I OGM 4 WRR 12 OG L 8 WRR 8 WRR 133 SQ. FT. 3 12 OG 11 SP 3 8 2 OGM Q PROPOSED FENCE 2 OGM PER ARCHITECT 259 SQ. FT. 2 OGM 277 SQ. FT. 296 SQ. FT. PHASE I 2OGM 8 WRR 134 SQ, FT. 134 SQ. FT. kwi ! HYP 2 OGM 8 WRR ,126 SQ. FT. CYCLONE 2 OGM FENCE I OGM 1 ODH, 259 SQ. FT. I ODH 0- 14 SB I ODH 16 OG 223 SQ. FT. 8 WRR 126 SQ. FT. 6 SNO i ©126 HYF SQ.i •' 10 STM HYP 12 ORR .I OGM OGM A �_ • /� -FV'.1-/I► I 1 - - C f t� �„-�►•� .../ � ei� 1 . r n ��f /If� s �i ir rr, ' �I Jf% _ / /��.. WOK► w �i� /i �� '� ��,��I1� �.. �� .• r �r,►�5_ _ �I1♦��. 1�� ..�_ • ._..r.r1'/.... fi �, -o ♦ s �/"! • • ,../!► _ I tt �► s -� rig I _ .� +r� MON ,. i ► ��/./��,-i/__1��t,%Lr,1r1r�iIw�li►..j.1LGw�.�!.L'.�./l�%�i► ►rrrr!t.�r�►:�rr. r � 'r/ a'� �7► �► tr �I► �.�ti _.,i`s � � l►. �► ;'^rt i �� i . rL. � � � _ + �1 u1 ► � �1,� �►�i IM ---._._.— ----------- `�'� �� •,. ��!!I• s ��. •f �i >. min`►' • HYP I •A . • f•.. •. ORR► �► ... . . PLANT MATERIAL LEGEND Indicates Drought Tolerant Plant Material Abrev. Common Name Botanical Name Size �f C trees: CFP Capital Flowering Pear Pyrus calleryana "Capital" 1.5" cal./B&B, Matched - 6 Branch VM Vine Maple Acer circinatum - Nursery Grown 1 1/2" cal../B&B, 3 Multi -stem trunk :JC APA Autumn Purple Ash Fraxinus americana "Autumn Purple" L5" cal./B&B, Matched - 6 Branch Dou las F" Pseudotsuja menzies" 6' hgt /B&B Qber Glory Maple cer ru rum eto ory" 1.5" cal./B&B, Matched - 6' Branch Western ed Cedar huja plicata 6' hgtJB&B ODH Oregon Douglas Hawthorn Crataegus douglasi 1.5" ca1./B * SP Shore Pine Pinus contorta 6' hgt./B&B 5�C WAC Weeping Alaska Cedar Chamaecyparis nootkatensis "Pendula" 6' hgt./B&B shrubs: CPJB Crimson Pygmy Jap.Barberry Berberis thunbergii "Crimson Pygmy" IT hgt./coot. INC Indian Currant Symphoricarpos orbiculatus 24" hgt./cunt. SNO Snowberry Symphoricarpos albus 18" hgt./cunt. STM Strawberry Madrone Arbutus unedo "com cta" 24" hgt./cunt. * DFV Double File Viburnum Viburnum plicatum plicatum 24" hgt./cunt. EUON Euonymus Euonymus alata "Compactd 24" hgt./cant. * OG Oregon Grape Mahonia aquifolium 18" hgt./cont. * ORR Orchid Rock Rose Cistus purpureus 18" hgt./cont. %K WRR White Rock Rose Cistus hybridus 18" hgt./cunt. * ROD Red Osier Dogwood Cornus stolonifera 18" hgt./cunt. * YOD Yellow Osier Dogwood Cornus fiaverimea IT hgt./cunt. symbols/ground covers at triangular planting: * HT-O Cornish Heather Erica vagens I gal. cont. at 36" oc at triangular spacing �C HT P Purple Heather Erica carnea - Purple 1 gal. cont. at 36" oc at triangular spacing HT-W White Heather Erica carnea - White 1 gal. coat. at 36" oc at triangular spacing * KK Kinnickinnick Arctostyphlos uva-ursi I gal. Cont. at 36" oc at triangular spacing * HYP Hypericum Hypericum calycinum 1 gal. coat. at 36" oc at triangular spacing SAL Salal Gaultheria shallon I gal. cont. at 36" oc at triangular spacing Jute Netting on 2:1 slopes - Existing Trees and Shrubs: Preserve and Protect 29 WIDTH BUFFER PER TACOMA PIPELINE - - NEW TREE TREE TIES I/2" RUBBER HOSE W/*12 GALV. WIRE (DOUBLE STRAND TWISTED) � RUBBER 1 .0 TEMPORARY WATER BASIN HOSE 3 - 2"X2" WOODSTAKES R LONG 4" BE FOR FIRST YEAR EQUALLY SPACED AROUND TREE AFTERiSTALLATION 3' MINIMUM BELOW GRADE STAKE DEPTH T MULCH LAYER TREE WRAP SECURE W/ CLOTH TAPE AFTER SE t""TLEMENT TAPE UP TO BRANCH STRUCTURE FINISH GR SET TREE AT ORIGINAL DEPTH --- - 7 ABOVE FINISHED GRADE I ODH r _ ROOTBALL M Ow IMPORTED STRIP BURLAP AND TIES BACK PER�NOTES , �\ �\ 1/3 FROM BALL CROWN SUBGRRT TOPSOIL PER NOTES AD EXCAVATE AREA 2 TIMES DIAMETER TYPE III OF ROOTBALL. MINIMUM 12" TOPSOIL AROUND ROOTBALL LANDSCAPE BUFFER DETAIL: TREE PLANTING MIN. 5 w�rH NO SCALE 1207. 12 STM GUY SPACING 1 ODH TREE TIES �- P�x � 1/7 RUBBER HOSE W/ 12 GAUGE WIRE (GALV.) POSITION ROOT CROWN TURNBUCLES 12" ABOVE FINISH GRD. 1 ODH EACH SIDE 2" MULCH LAYER AFTER i---- SETTLEMENT (MULCH TYPE 11 STM PER SPEC.) FINISH GRADE 60� 45% .;TAKE 3 SIDES 2x2x24 HARDWOOD OR A� STAKES REMOVE TOP THIRD OF "' BURLAP FROM BALL �IIS,OINCLUDE PLANTING SOILMIX RARY WATER EXCAVATE 2-1/2 TIMES (AS SPEC.) BACKFILL 4 BERM EXISTING SUBGRADE FOIE FIRST YEAR DIAMETER OF ROOT BALL AFTER INSTALL. DETAIL: CONIFER PLANTING NO SCALE 1 ODH 3 SNO o i NEW SHRUB 2" MULCH P ® AII' ODH SAUCER B&B PLANT: REMOVE BURLAP & 6 E % w : V TIES FROM TOP OF ROOT BALL 1 SOIL MIX CON TAINER PLANT: SCARIFY M :° 3 WRR 4" ` '• \�//\� SIDES OF ROOTBALL COMPACTED SOIL MIX \ SUBGRADE 12" MIN. DETAIL: SHRUB PLANTING NO SCALE LANDSCAPE CONSTRUCTION NOTES O _ PLANT CENTER ROW 1. All work performed shall conform with the City of Federal Way, landscape and irrigation requirements, codes and specifications. O �Q 2. Locate, protect and avoid disruption of all above and below grade utlilities and site features prior to construction. Contractor is SPACING AS NOTED ON responsible for any resulting damages during construction. Call before you dig at 1(800) 424-5555. PLAN (TRIANGULAR) 3. Clean subgrade by removing all undesirable vegetation Including grasses, weeds, blackberries, scotch broom and poplar seedlings G+ including roots. Leave subgrade in landscape areas minimum 9" below paving in shrub beds. Remove all debris from site. SET PLANTS ® ORIGINAL 4. Provide minimum 6" depth 60-40 mix from Puget Sound Topsoil (253) 833-0374 in all shrub beds. Scarify subgrade by rototilling DEPTH ® FINISH GRADE, and add topsoil on surface. Add additional topsoil as needed to contour shrub beds including required berms. - , _ PRIOR TO SPREAD MULCH. 5. Provide minimum 2" depth fine blend hem -fir mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all planting beds and lawn areas to within 1" of top of all curbs and walks. Slope all planting beds and lawn areas to drain. 2" MULCH (TYPE PER SPECS) 6. Provide one (1) year warranty for all plant materials and workmanship. 7. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric , FINISH GRADE totals, the graphic representation shall rule. ��`� �� `� �`�<y% `��i BACMIX 8. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertilize all plantings (MIX PER SOIL ) with "Osmacote" plant granules. Install 2 cups per tree larger than 3', 1 cup r tree less than 3, 1/2 cup r 5 al., 1/4 2 and I al., (MIX PER SPECS.) P g P P g P per P per g Pam' g 1 /8 cup per 6" and 4" pots. Place at base of plant after mulch has been installed. EXISTING SUBGRADE 9. Insure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if heavy clay soils are evident contact landscape architect. 10. Fill all planting beds and lawn areas to within I" of top of all curbs and walks. Berm all planting beds and lawn areas to drain. DETAIL: GROUND COVER PLANTING 11. Remove all construction debris from beds and asphalt to be removed 3" from behind extruded curb before plant material is NO SCALE installed. PLANT- SM PLM .A►"WVAL AeMlit Nntnbrar: ou ./ 019 'uP .. Yd,....,,(r. 22- .-' t�i (08 Cs)( b) . A�pro�d �to:._,.,;r-�... _..._.,.�_....... �C7 V� Date: 51010 Comments: STATE OF Lauchlin R. Bethune ssociates, NGTON Inc. WASHITERED REGISTERED ■ Landscape Architecture &: Planning, ASLA LAN HITECT P.O.Box 1442 phone: (425) 432-9877 Ucx R. BE'PHM Maple Valley,Washington 98038 fax: (425) 432-9878 ERTInCATE NO. 462 )AVID A. CLARK r298031-9897 53.813.8877 FAX 253.854.7898 OWhI: City of Federal Way Federal Way, WA PROJECT-. City of Federal Way Parking Lot Federal Way, WA Jos #. #23204 DRAWN BY: LJL Ci' RCFX0 BY: LRB DATR 03/15/04 REMON& IARevisedper City of Federal Way Comments. Jim Harris, Sr. Planner 03/29/04 - LBA 04 06 4 per Architect Comments 1 L \ .BA 04/26/04 3ARevised per Uity of V eederal Comments, David Leider LBA 02/03/05 v' per David Clark Comments LBA I 05 RE" I ;H D MAR 0 8 200,9 SI BETTARE: LANDSCAPE PLANTING PLAN SME 1"= 20`-0f' PAGE NUIOM L1.1 in i L METAL ROOFING 5/4 X S BARGE 2 X 12 TRIM W/METAL FLASHING VERTICAL METAL SIDING, TYP. 2 X 12 TRIM W/METAL FLASHING METAL ROOFING 5/4 X S BARGE 2 X 12 TRIM W/METAL FLASHING 1 X (o TRIM a TOP I X 4 TRIM 6 SIDES 2 X 8 SILL 2 X 12 TRIM W/METAL FLASHING W-0" POLE HEIGHT II'-4 1/2" PLATE G :' I/4" TOP OF • T-0" BOTTOM OF -0"- TOP OF SLAB -4" GRADE NORTH ELEVATION. WE6T ELEVATION 5OUTT 4 ELEVATION EA6T ELEVATION, z-41 -1401/11% " . N* V, qlr 12'-0" POLE HEIGHT 11'-4 1/2" PLATE HEIGHT -0"- TOP OF SLAB -4" GRADE 12'-0" POLE HEIGHT II'-4 1/2" PLATE uc 1r ut 1/4" TOP OF BEAM a ENTRY i'-m" BOTTOM OF HEADERS -La"- TOP OF SLAB -4" GRADE FLASHING w � ~ 12'-0" POLE HEIGHT OIL _ �1_4 1/2" PLATE HEIGHT -m"- TOP OF SLAB Adk -4" GRADE SnE PLAN APMOVAL Permit Naumber: Approved B :..' g— _.. _...�........� mate: 7S 1,o d 5 C O\CNER: City of Federal Way 33325 8th Ave. South Federal Way, WA 98063 253-661-4000 PROIECI New Federal Way Evidence Bldg. & No. Parking Lot Federal Way, WA 98063 IOu; 0504 NAP/SS CHEChFl) 13): DAC DXIE: 10/22/04 REVISIONS: 4937 REGISTERED ARCHITECT DAVID A. CLARK STATE OF VVASHINGTON SI IEL'I"1'I'I LE: Exterior Elevations SCALE: 1/811 = 1'-011 PAGE NU`I13ER: A-201 C:� N SAL I OT 5 1. General Requirements: Contractor shall verify all dimensions in field and shall provide adequate shoring and bracing of all new structural members during construction. Contractor shall notify Owner's Representative of all Field changes prior to construction. 2. All work shall conform to the 2003 International Building Code and applicable mechanical and electrical codes, all as modified by the local municipality. 3. Site Work: Excavation work shall conform to local requirements and shall be conducted such that erosion of the soils and vegetative losses are in accordance w/ city standards. 4. Contractor shall cleanup debris and haul away on a continuous basis. 5. Contractor is responsible for all damage (above or below grade) to this facility during construction which is a result of construction activity. 6. Plans are not to be scaled if a dimensional discrepancy exists. Contractor to notify Owner's Representative prior to proceeding with the work affected. -i. Contractor shall barricade areas from public access where overhead work is being completed in accordance with local codes B ordinances. S. Each Contractor shall be responsible for notifying jurisdictions as required for inspections and shall pay inspection fees associated with the work 9. Contractor shall provide temporary bracing for the structure and structural components until all final connections have been completed in accordance with the plans. 10. Unless stated otherwise, all procedures, testing and materials and equipment shown on the plans shall be furnished and installed by the Contractor. 11. Safety: Each Contractor shall be solely responsible for all required and necessary safety precautions and the methods, techniques and procedures required to perform the work 12. Each Contractor shall verify and confirm all dimensions and conditions shown or implied, existing conditions and physical conditions of the site prior to any work. Beginning any portion of the construction work indicates acceptance and responsibility for the existing conditions. Notify Owner's Representative of any discrepancies prior to beginning the work LEGAL EDE&CfRIFTION LOTS 18 E 19 OF THE PLAT OF WEST CAMPUS OFFICE PARK DIVISION 1, KING COUNTY RECORDING NO. le141008045i. 2003 iBC, V-N, B OCCUPANCY - (NOTE: UNLESS NOTED OTHERWISE ON SHEET). ADJ ADJUSTABLE OR ADJACENT HT HE iGHT APF ABOVE FINISH FLOOR INT INTERIOR AVG AVERAGE INSUL LP INSULATION LANDSCAPE PLANTER BLKG BLOCKING B.O. BOTTOM OF MAX MAXIMUM CB CATCH BASIN MFG MANUFACTURER CJ CONTROL JOINT MIN MiNiMUM CLG CEILING NIC NOT IN CONTRACT CLR CLEAR o/ OVER EX EXISTING 0.0. ON CENTER EXT EXTERIOR PL/PLAM PLASTIC LAMINATE FD FLOOR DRAIN PT PRESSURE TREATED PON FOUNDATION R.O. ROUGH OPENING FGE FINISH GRADE ELEVATION Sim SIMILAR FE FIRE EXTINGUISHER STL STEEL FIFE FINISH FLOOR ELEVATION SUSP SUSPENDED FTG FOOTING T.O. TOP OF GWB GYPSUM WALLBOARD TYf TYPICAL HC HANDICAPP VB VAPOR BARRIER HDR HEADER w/ WD WITH WOOD HM HOLLOW METAL Cp DIAMETER VICINITY MAP SCALE: 1" = 20'-0" 0 5 10 20 40 FEET TRUE NORTH li PtM A WVAL P'" powd . e ! - t c t5 Zy - 00 'op DWA' C0111f1fEl�: DETAIL $ TITL NAt-1 CALLOUT SCALE SHEET NUMBER WHERE DETAIL 18 CUT lDfRALUING INDEX SHEET DESCRIPTION C-101 SITE PLAN 4 GENERAL INFORMATION A-101 FLOOR PLAN, ENLARGED PLAN 4 SCHEDULES A-201 EXTERIOR ELEVATIONS DETAIL NUMBER SHEET NUMBER WHERE DRAWN 61 0 2 200 OWNER: City of Federal Way 33325 8th Ave. South Federal Way, WA 98063 253-661-4000 PROJECT: New Federal Way Evidence Bldg. & No. Parking Lot Federal Way, WA 98063 JOE #: 0504 DRAWN BY: SS Cf IECKED llY: DAC DA9'E: 10/22/04 REVISIONS: 02 02-1-i-05 PER CITY REV. 1�01-31-05 PER CITY REV. 1k. 4937 REGISTERED ARCHITECT DAVID A. CLERK STATE OF WASHINGTON SFIEE'I" ITILE: Site Plan & General Notes SCALE: AS SHOWN PAGE NljMBFR: C-101 I _. , ..' I _ r I )rj 1` +7 `: r• ' I•. ii t . 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