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HomeMy WebLinkAbout07D1895REVISIONS: REVISED VARIOUS SHEETS PER CITY OF AUBURN REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN AND PIERCE COUNTY COMMENTS 08-16-04 COMMENTS 08-20-04 DJW COMMENTS. 11-16-04 OJW SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. 7�G�G�QC�� W D[EW QpQGR7M��17a1"o ��E:,n.�, n CONSTRUCTION DOCUMENTS AUBURN, WA. AUBURN � K 167 1ST AVE S vt o AUBURN O ALGONA W Sip EL4NGSDN RD � � AUBURN PACIFIC KING sm AVE SE COUNTY • KING COMUNTY �� •� KMG COUNTY rA PIERCE COUNTY w PR7R COUNTY � l F �N STE SITE PIERCE COUNTY Fl r �� � • ��� �� ��' IRA���' -��� � 1t,RI �'�1 � w ra a r 1 1 1 r •a a- .��/,, .LILT, . -.i a^ V/N, � � •. fa ]- r- 1 f / 1 f `• _ - e>• .I,'•.,, t' ,,�•..•,_ .�•�� • �`,� t11' .,,111,,•,,�, w / 1 ] 1 h'- 1 1 ' � / Ifs {, ZL ill V To IIII mkf�- Will COMMENCING AT THE NORTHWEST 00040 OF SECTION 6, TOWNSW W 20 NORTH, RANGE 5 EAST OF THE W.M. THENCE EAST 679.8 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH TO THE SOUTH LINE OF GOVERNMENT LOT 4. THENCE VAST ALONG SAID SOUTH LINE 70 THE EAST LINE OF STATE HK* MMY NO.5; THENCE SOUTH ALONG SAID EAST LINE TO THE NORTH LINE OF THE SOUTH 170 FEET OF GOVOM/MENT LOT 5 IN SAID SECflON 6; THENCE EAST ALONG SAID NORTH LINE 1030 FEET, MORE OR LESS, TO A POINT 100 FEET VEST OF THE EAST LINE OF SAID LOT 5; THENCE NORTHEASTERLY TO A POINT ON THE EAST LINE OF LOT 5, BEING 480 FEET NORTH OF THE SOUTHEAST CORNER OF SAID LOT 5; THENCE NORTH ALONG THE EAST LINE OF LOT 5 AND LOT 4.TO THE NORTHEAST CORNER OF SAD LOT 4; THENCE WEST ALONG SAID NORTH LINE TO THE POINT OF BEGNINNG. PARCEL B: COWNNFNCING AT THE SOUTHEAST CORNER OF GOVERNMENT LOT 5 IN SECTION 6, TOMIMW 20 NORTH, RANGE 5 EAST OF THE W.M.; THENCE NORTH ALONG THE EAST LINE OF SAID GOW40A NT LOT 5, 400 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTHERLY 840 FEET. MORE OR LESS 70 THE SOUTH LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SAID SECTION 6; THENCE EASTERLY ALONG SAID SOUTH LINE OF 111E NORTH HALF, 50 FEET; THENCE SOUTHERLY PARALELL TO SAID QUARTER SECTION LINE 530 FEET; THENCE SOUTHWESTERLY TO THE TRUE POINT OF BEGINNING. NOTE; THE FOLLOWANG PARCEL C APPEARS ON AF # B806020272, BUT HOT ON 1RANSNAIION 717LE REPORT / 9805503, DATED APRIL 30, 1998, PARCEL C: AN EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE SOUTH 170 FEET OF GOVERNMENT LOT 5, IN SEC71ON 6 TOVINSINP 20 NORTH, RANGE 5 EAST OF THE W.M., APPURTENANT TO A PORTION OF THE ABOVE DESCRIBED PARCEL A AS GRANTED BY PUGET SOUND POWER AND LIGHT COMPANY IN DEED DATED NOVEMBE R 27, 1967, AND RECORDED UNDER AUDITOR'S FEE NO. 2220347. AS —BUILT PROVIDED B Y: PRIZM SURVEYING INC. P,0. BOX 110700 TAC OMA, WA 98411 DA TED. STORM POND C20 TEMPORARY EROSION CON7RbL DEtAIL4 PDXWOOD C21 51101W DRAINAGE PROFILE - LINE A � K C22 S1OIW DRAINAGE PROFILE -LINE A ca,wencu` ,• °'" C23 STORM DRAINAGE PROFILE - LINE B PAD C24 STORM DRAINAGE PROFILE - LANE B WATEFffTONE C25 STORM DRAINAGE PROFILE - LINE C. 0, E. F AND G C28 STORM DRAPIAGE PROFILE - LINE H AND H-1 C27 STORM DRAINAGE PROFILE - LINE I C28 STORM DRAINAGE PROFILE - LINE J. K AND L C29 BYPASS STORM DRAINAGE LINE PROFILE (STA 0+00 TO STA 8+20) L PAC30 BYPASS STORM DRAINAGE LIME PROFILE (STA 8+20 M END) C31 SITE RETAINNG WALL EO6NBIT (NORTH BENCH) C32 SITE RETAINING WALL OMIT (SOUTH BENCH) sT f , NO ETP R C33 SITE RETAINNG WALL SECTIONS C34 SITE RETAINING WALLS STRUCTURAL DETAILS C35 NOTES (WATER AND SETTER) ETP C38 KEY MAP (WATER AND SEVEER) COM'L C37 WATER AND SEVEER PLAN (NORTH BENCH) C35 WATER AND SEATER PLAN (NORTH BENCH) C39 WATER AND SEVER PLAN (NORTH BENCH) STORM POND C40 WATER AND SEVER PLAN (CUIBHOUSE AREA) 2 DMISET PAWL C41 WATER AND SEVER PLAN (SOUTH BENCH) C42 WATER AND SEWER PLAN (SOUTH BENCH) C43 WATER AND SEVER PLAN (SOUTH BENCH) ETP TOWN C44 WATER AND SEVER PLAN (TERRACE MEW BOULEVARD) CIENTIM C45 WATER AND SEVER PLAN (TERRACE MEW BOULEVARD) ETP C46 WATER AND SEVER PROFILES LAKE TAPPS C47 WATER AND SEVER PROFILES C48 WATER AND SEIIER PROFILES PARKWAY E. C49 WATER AND SEVER PROFILES C50 WATER AND SEWER PROFILES C51 WATER AM SEVER PROFILES CM WATER AND SEVER PROFILES CM WATER AND SEVER PROFXES AND DETAILS C54 WATER AND SEVEER PROFILES C55 WATER AND SEVER PROFILES AND DETAILS 11 Record Drori ificotion PROJECT REF: FACO1-0016 POST OFFICE APPROVAL 7hees to the Contractor's consHuetion record:. 1Mw plans are 'agreReed' far coefwffxrwe with the City �}� VOLE of Aelum's Enyiww" dh' ', rsg hnmts. AREA SQ. CUT VOILME C.Y. FILLVOLiJANE C.Y. /�-r�—./�L � BY C' EKE Dote�lll�c TOTAL SITE 898.545 40,324 34.578 By. Titie/Position:c�vr� ENGINEER Approved 8y. -/,-/ *RAW VOLUMES HAVE NOT BEEN ADJUSTED TO REFLECT SHRINK OR pate Appra� ;c� - Zv J Confirmed by City _ Datg& off Date Approved: SKIT FOR COMPAC11ON AND EXPANSION AND AK NOU.IMEIRC AREAS ONLY 32 a3 .. N 04 0 ., h WWW VIA IL 0oU �*4 '� •� W U W ^ W [^] U a z W � (L Q CW W F� PROJECT NO.: 04M DRAWN BY: DM. EX•W ISSUE DATE: 08-16-1014 SHEET REV.: 11-0-04 00VW SHEW P \Odd\04030\D1030cvr.dwg 07D/089 REVISIONS: REVISED VARIOUS SHEETS PER CITY OF AUBURN REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN AND PIERCE COUNTY COMMENTS 08-16-04 COMMENTS 08-20-04 DJW COMMENTS. 11-16-04 DJW SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. 71 HIR/ cl- W Ew CONSTRUCTION DOCUMENTS AUBURN, WA. VICINITY MAP A. .11 .\ .111, AUBURN yl n � < +sT ArE s � AUBURN O ALGONA TT R0 Y e E1N1LS0N M AUBURN ' 3 PACIFlC KING a COUNTY167 •'s `! KING GOLWTT WING CWNiT %q PIERCE COUNTY u % PIERCE CGUNW (.TM i ST E SITE �L PIERCE COUNTY LEGAL DESCRIPTION PARCEL A: COMMENCING AT THE NORTHWEST CORNER OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST OF THE W.M. THENCE EAST 679.8 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH TO THE SOUTF LINE OF GOVERNMENT LOT 4, THENCE WEST ALONG SAID SOUTH LINE TO THE EAST LINE OF STATE HIGHWAY NO.5; THENCE SOUTH ALONG SAID EAST LINE TO THE NORTH LINE OF THE SOUTH 170 FEET OF GOVERNMENT LOT 5 IN SAID SECTION 6; THENCE EAST ALONG SAID NORTH LINE 1030 FEET, MORE OR LESS, TO A POINT 100 FEET WEST OF THE EAST LINE OF SAID LOT 5; THENCE NORTHEASTERLY TO A POINT ON THE EAST LINE OF LOT 5, BEING 480 FEET NORTH OF THE SOUTHEAST CORNER OF SAID LOT 5; THENCE NORTH ALONG THE EAST LINE OF LOT 5 AND LOT 4 TO THE NORTHEAST CORNER OF SAID LOT 4; THENCE WEST ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. PARCEL B: COMMENCING AT THE SOUTHEAST CORNER OF GOVERNMENT LOT 5 IN SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST OF THE W.M.; THENCE NORTH ALONG THE EAST LINE OF SAID GOVERNMENT LOT 5, 48C FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTHERLY 840 FEET, MORE OR LESS T THE SOUTH LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SAID SECTION 6; THENCE EASTERLY ALONG SAID SOUTH LINE OF THE NORTH HALF, 50 FEET; THENCE SOUTHERLY PARALELL TO SAID QUARTER SECTION LINE 530 FEET; THENCE SOUTHWESTERLY TO THE TRUE POINT OF BEGINNING. NOTE; THE FOLLOWING PARCEL C APPEARS ON AF # 8806020272, BUT NOT ON TRANSNA71ON TITLE REPORT # 9805503, DATED APRIL 30, 1998. PARCEL C: AN EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE SOUTH 170 FEET OF GOVERNMENT LOT 5, IN SECTION 6 TOWNSHIP 20 NORTH, RANGE 5 EAST OF THE W.M., APPURTENANT TO A PORTIOR OF THE ABOVE DESCRIBED PARCEL A AS GRANTED BY PUGET SOUND POWER AND LIGHT COMPANY IN DEED DATED NOVEMBER 27, 1967, AND RECORDED UNDER AUDITOR'S FEE NO. 2220347. AS -BUILT PROVIDED BY. PRIZM SURVEYING INC'. P,O. BOX 110700 TAC OMA, WA 96411 GATED; SCALE: 1 "= 600' 'E) JAGE) AGE PLAN (NORTI 1/3) AGE PLAN (CENTER 1/3) AGE PLAN (SOUTH 1/3) 3. 13 & PARKING),' 3. 11, 12 & PARKING) 3. 9, 10 & PARKING) 3. 8, CLUBHOUSE & PARKING) 3. 4, 5, 7, CLUBHOUSE & PARKING) 3. 2, 3, 4, 6 & PARKING) 3. 1, 2 & PARKING) i DETAILS -- _— DETAILS DETAILS DETAILS DETAILS _ DETAILS DETAILS_ —� DETAILS . PLAN (NORTH 6cNCH) 1 PLAN (SOUTH BENCH) . DETAILS JNE A JNE A JNE B JNE B JNE C, 0, E, F AND G JNE H AND H-1— JNE I JNE J,KAND L PROFILE (STA 0+00 TO STA 8+20) PROFILE (STA 8+20 TO END) (NORTH BENCH) a SOUTH BENCH) RURAL DETAILS �V q 2TH BENCH) - 2TH BENCH) RTH BENCH) IBHOUSE AREA)„ JTH BENCH) JTH BENCH) JTH BENCH) �II ZRACE VIEW BOULEVARD) ;RACE VIEW BOULEVARD) AND DETAILS AND DETAILS PROJECT REF: FAC01-0016 y Z//%V`7 These plans are "approved" for conformance with the City of Auburn's Engineering division requirements. Approved By. Dote Approved: (7-1/5-10Y �O+ I EIFMEY MI 2005 1 32 w0 °' Q Q3 0 J�WN C4 v I LL bA U 00 ato O w� wA �_ m Z Q W a U � Q Q (0 N N W ° O " Iall11 2t IL W -D " W NO U " Wa�N Q pWar"i a�3o LL J Y J fjj oWO 00 IL U°rnn_ PROJECT NO.: 04030 DRAWN BY: DJW, D7l1V ISSUE DATE: 00-0-04 SHEET REV,: *-M COVER SHEET AIdd\04030V04030cvr. dwc C1 HUD DWG # 4 o-ID1896' rHNSIONS:REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW COMMENTS 11-16-04 DJW GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WALL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL MATERIALS AND WORKMANSHIP IN CITY RIGHT-OF-WAY SHALL IN BE ACCORDANCE NTH THE REQUIREMENTS OF 2002 STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND PIERCE COUNTY PUBLIC ROAD STANDARDS. 3, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" (2002/ LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITYS PROJECT SPECIFICATIONS MANUAL AND THE CITYS STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION, CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE, THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPON981UTY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19,122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. IT WILL BE THE APPLICANT'S OR HIS AGENT'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES TO COORDINATE CONSTRUCTION. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE APPLICANT AND MUST BE IN ACCORDANCE WITH THE CITY OF AUBURN STANDARDS. 7. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY OF AUBURN PRIOR TO ANY IMPLEMENTATION IN THE FIELD. 8. UPON COMPLETION OF THE PROJECT'S PRIVATE STORM DRAINAGE SYSTEM, A "LETTER OF COMPLETION," SIGNED AND STAMPED BY A PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON, MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF A FINAL OCCUPANCY PERMIT AND PRIOR TO RELEASE OF ANY FINANCIAL GUARANTEE POSTED BY THE APPLICANT. 9. BEFORE WORKING IN THE CITY RIGHT-OF-WAY, THE APPLICANT SHALL: A. OBTAIN A GENERAL PERMIT FROM THE CITY. B. SUBMIT A FINANCIAL GUARANTEE TO THE CITY TO ASSURE SATISFACTORY COMPLETION OF THE WORK. C. PROVIDE PROOF OF LIABILITY INSURANCE IN AN AMOUNT REQUIRED BY THE CITY OF AUBURN. 10. THE CONTRACTOR SHALL NOTIFY THE APPLICANT'S ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM SOIL LOG DESCRIPTIONS AS NOTED ON THESE PLANS, 11. EXCAVATION STANDARDS CUT SLOPES SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER. THE CATCH POINT OF THE TOP OF THE SLOPE SHALL BE SET BACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT. CUT DEPTH SET BACK DISTANCE UNDER 5 FEET 2 FEET 5 - 20 FEET HEIGHT/2 OVER 20 FEET 10 FEET GENERAL NOTES (CONT.) 12. FILL STANDARDS FILL LOCATION SLOPES SHALL NOT BE STEEPER THAN 1-1/2 HORIZONTAL TO 1 VERTICAL, OR AS RECOMMENDED BY A SOILS ENGINEER, FILL SITES MUST BE APPROVED BY THE ENGINEER AS SUITABLE LOCATIONS FOR THE PROPOSED FILL. PREPARATION OF GROUND THE GROUND SURFACE FOR FILLS OVER FIVE FEET IN HEIGHT SHALL BE PREPARED BY REMOVING VEGETATION, NONCOMPLYING FILL, TOPSOIL, AND OTHER UNSUITABLE MATERIALS; SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL; AND, WHERE EXISTING SLOPES ARE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL, BY BENCHING INTO COMPETENT MATERIAL AS DETERMINED BY THE ENGINEER. THE BENCH UNDER THE TOE OF A FILL ON A SLOPE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL SHALL BE AT LEAST 10 FEET WIDE, OR AS RECOMMENDED BY A SOILS ENGINEER. SETBACK FROM PROPERTY LINES THE TOE OR CATCH POINT OR CATCH POINT OF FILL SLOPES SHALL BE SET BACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT. FILL DEPTH SET BACK DISTANCE UNDER 5 FEET 2 FEET 5 - 40 FEET HEIGHT/2 OVER 40 FEET 20 FEET 13, PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL, IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 15. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS "RECORD CONSTRUCTION DOCUMENT" HANDOUT. CONSTRUCTION SEOUENCE 1. SCHEDULE AND ATTEND A PRECONSTRUCTION CONFERENCES WITH OFFICIALS OF CITY OF AUBURN, CONTRACTOR AND OWNER'S REPRESENTATIVE SHALL BE PRESENT. 2. INSTALL TEMPORARY EROSION CONTROL MEASURES PER THE APPROVED PLANS. 3, ROUGH GRADE THE SITE PER THE APPROVED PLAN. AS WORK PROGRESSES, EXTEND INTERCEPTOR V-DITCHES AS NEEDED TO COLLECT AND CONVEY RUNOFF TO THE SEDIMENT PONDS, 4, CONSTRUCT SANITARY SEWER SYSTEM. 5. INSTALL PERMANENT STORM DRAINAGE CONVEYANCE SYSTEM. PROTECT ALL INLETS FROM SEDIMENT INTRUSION. 6. CONSTRUCT WATER SYSTEM AND NEW SERVICES. 7. INSTALL REMAINDER OF UNDERGROUND UTILITIES: LIGHTING, POWER, GAS, CABLE, ETC. 8. FINE GRADE ACCESS ROADWAYS AND BUILDING PADS. INSTALL CURB AND GUTTER. 9. CONSTRUCT BUILDINGS IN APPROVED PHASES. 10. PAVE ACCESS ROADWAYS AND PARKING AREAS. 11. INSTALL CEMENT CONCRETE SIDEWALKS AND EXTRUDED CONCRETE CURBING. 12. REMOVE SEDIMENT PONDS AND TEMPORARY CONVEYANCE SYSTEM. RESTORE DESIGN GRADES AND SURFACE COVER. 13. LANDSCAPE THE SITE PER THE APPROVED PLAN. 14. MAINTAIN SILT FENCING AND INLET PROTECTION MEASURES UNTIL ALL RISK OF EROSION/SEDIMENTATION HAS PASSED. 15. CLEAN STORM DRAINAGE SYSTEM - DO NOT FLUSH. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES AFTER THOROUGH CLEANING OF PAVED SURF/,CES .AND THE INSPECTOR HAS APPROVED THE DRAINAGE SYSTEM. 16. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL SEDIMENT DEPOSITED INTO THE TRILLIUM POND. THE POND SHALL BE CLEANED ANNUALLY AND UPON COMPLETION OF THE PROJECT TO THE SATISFACTION OF THE CITY INSPECTOR. STANDARD STORMWATER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF AUBURN STANDARDS AND THE 2002 STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA) AND AS AMENDED BY THE MUNICIPALITY. 2. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH SECTION 1-07.15, AS MODIFIED BY THE APWA SUPPLEMENT, OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS AND CITY OF AUBURN STORMWATER MANAGEMENT MANUAL. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. SEE TERRACE VIEW MASS GRADING AND TEMPORARY EROSION CONTROL PLANS. 3. CALL THE UNDERGROUND LOCATE LINE 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 4. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE MUNICIPALITY, ANY SIGNIFICANT DEVIATION FROM THE APPROVED PLANS WALL REQUIRE WRITTEN APPROVAL FROM THE MUNICIPALITY. 5. A COPY OF THE APPROVED STORMWATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION. 7. IT SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE MUNICIPALITYS RIGHT-OF-WAY. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS FOR TRAFFIC CONTROL & SAFETY WHEN WORKING IN THE ROAD RIGHT-OF-WAY. 8. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM SOIL LOG DESCRIPTIONS AS NOTED ON THE PLANS. 9. FOR PUBLIC SYSTEMS, THE CONTRACTOR SHALL CALL FOR INSPECTION 48 HOURS PRIOR TO COVERING ANY DRAINAGE STRUCTURE. 10. 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 LOOKING LIDS. WALL NOTES. HEIGHT OF CONCRETE RETAINING WALLS AND ROCKERY WALLS SHOWN ARE MEASURED FROM FINISHED OR EXISTING GRADES AT THE TOP AND BOTTOM OF THE WALLS, SOME WALLS HAVE A 2-FOOT HIGH CATCHMENT OR A 1-FOOT HIGH CURB ON TOP. THESE ARE DEPICTED AS A +2C OR A +1 FOLLOWING THE CIRCLED WALL HEIGHT. THE FOOTINGS OF ALL WALLS WALL EXTEND BELOW THE LOWER FINISHED GRADE RESULTING IN A CONSTRUCTED WALL TALLER THAN THE HEIGHT DEPICTED ON THE GRADING PLAN, WALLS ALONG THE WEST SIDE OF THE NORTH BENCH: THESE WALLS INCLUDE A 1-FOOT HIGH CURB IS LOCATED ABOVE THE FINISHED GRADE ON THE EASTERLY SIDE OF THE WALLS. SEE SHT C34 FOR STRUCTURAL SCHEDULE FOR CONSTRUCTED WALL HEIGHTS. IN SOME SECTIONS, THE GRADES ON BOTH SIDE OF THE WALL ARE EQUAL AND THE WALL IS SHOWN ONLY FOR THE PURPOSE OF PROVIDING A ONE -FOOT HIGH CURB BARRIER FOR ERRANT DRIVERS. ALONG THE ENTIRE WEST SIDE OF THE NORTH BENCH A 42" HIGH GALVANIZED CHAIN LINK FENCE IS LOCATED ON TOP OF THE 1-FOOT HIGH CURB AT THE TOP OF THIS WALL TO ACT AS A PEDESTRIAN BARRIER, SEE SHT C34 FOR CIVIL SECTIONS AND DETAILS. WALLS ALONG THE EAST SIDE OF BOTH NORTH AND SOUTH BENCHES: THESE WALLS INCLUDE A 2-FOOT HIGH ROCK CATCHMENT TO PREVENT ROCKS AND OTHER DEBRIS FROM ROLLING DOWN THE HILLSIDE AND DAMAGING PROPERTY BELOW. WHERE RETAINING WALLS ARE NOT REQUIRED, A TWO -FOOT HIGH CHAIN LINK ROCK CATCHMENT FENCE IS SHOWN FOR THE SAME PURPOSE. CONTRACTOR TO VERIFY WALL HEIGHTS FOR CONSISTENCY WITH PLANS. WALLS ADJACENT TO BUILDINGS: WHERE WALLS ARE LOCATED ADJACENT TO BUILDINGS TO RETAIN YARD OR ROADWAY AREAS, THEY INCLUDE A 1-FOOT HIGH CURB LOCATED ABOVE THE FINISHED GRADE ON THE UPPER SIDE OF THE WALLS. SEE SHT C34 FOR STRUCTURAL SCHEDULE FOR CONSTRUCTED WALL HEIGHTS. A 42" HIGH GALVANIZED CHAIN LINK FENCE IS LOCATED ON TOP OF THE 1-FOOT HIGH CURB AT THE TOP OF THESE WALLS TO ACT AS A PEDESTRIAN BARRIER. SEE CIVIL SECTIONS AND DETAILS. BY PREVIOUS AGREEMENT WITH PIERCE COUNTY: 1. THIS PROJECT WILL DISCHARGE IT'S STORM WATER RUNOFF TO THE PUBLIC CONVEYANCE SYSTEM IN LAKE TAPPS PARKWAY EAST NORTH ACCESS RAMP. 2. DETENTION AND WATER QUALITY TREATMENT WILL BE ACCOMPLISHED OFF -SITE VIA THE TRILLIUM POND FACILITY. ACCORDINGLY, THERE ARE NO PERMANENT DETENTION/ TREATMENT FACILITIES PROPOSED ONSITE, NOTE: WATER AND SANITARY SEWER EXTENSIONS SERVING THIS DEVELOPMENT ARE PROJECTS WHICH WILL BE PERMITTED BY THE CITY OF AUBURN. NOTE: SEE TERRACE VIEW MASS GRADING AND TEMPORARY EROSION CONTROL PLANS DATED 8/2/99 (PHASE I ) AND 9/15/99 (PHASE 2) PREPARED BY PACIFIC ENGINEERING DESIGN INC. FOR TEMPORARY EROSION CONTROL AND INTERIM DETENTION POND DESIGN ASSOCIATED WITH SUBGRADE PREPARATION FOR THE PROJECT (THIS WORK WAS DONE UNDER SEPARATE PERMIT). Record D Wing ertification Thew dr s farrn to the Contractor's construction record By Date Title/Position: CIVIL ENGINEER Confirmed by City CiG• Dote/uLQ-7 PROJECT REF: FAC01-0016 1 2-/1'/6'f 7 These plans are "approved" for conformance With. the City of Aubum's Engineering division requirements. Approved By. Date Approved: /7 ASM IDmI MAY 6, 2005 1 3 vi uj O W� O 1 Q � �3 00 00 0 J0LliN Nri)Z h Z . W Oz0if) k 0 t.,oU � � ccddgD /�• rl • rl to to w � W U i...I a 5z G � U LL 3 " WLLI U aU �" " Q w< W. 031 LL (L 05ly A aQJ Qm Q LL 0 H PROJECT NO.: 04030 DRAWN BY: DCW ISSUE DATE: 08-19-04 SHEET REV.: 1}18-04 NOTES (GRADING AND DRAINAGE) PAmuAOW}0A0.0]On,O Q J"q C2 HUD DWG 4 5 J p7D/ REVISIONS:REVISED PER CITY AND COUNTY ,REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS. 11-16-04 DJW A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST S 88'57'32" E 50.00' S t1 27" W — — S 01'16_2'7_ W 1395.55' — — — — — — — — e� 51URBE0 \ AND TRAC1 NORTH RESIDENTIAL " "^ A rv- rl'�/' p r rf y/ N 0031'15" E 139987' C/ es 9 C4, C5, C6: SHOWS GENERAL GRADING AND DRAINAGE INFORMATION CATCHBASIN RIM AND INVERTS, MAINLINE STORM LENGTHS AND SLOPES. (SCALE: 1" = 40') C7 - C13: SHOWS DETAILED GRADING AROUND BUILDINGS, ADA ACCESSIBLE ROUTES, ROCKERY AND RETAINING WALL HEIGHTS AND AREA DRAIN CALLOUTS. (SCALE: 1" = 20') DATUM USGS (PIERCE COUNTY) BENCHMARK FOUND 3 1/2" BRASS DISK AT NE CORNER OF CONCRETE FOOTING TO OLD STEEL TRANSMISSION TOWER APPROX. 75' SWLY FROM 1/4 CORNER 1 & 6 MARKED UCS & GS #252, 1944. ELEVATION = 70.51 2UNDISTURBED AND BUFFER 0.00, — — S 10.08'47" W 324.19, S) SCALE: 1" =100' 100 0 50 100 2D0 C " W \2S 50 I I -emjt 1 _ RACE $ 1� S 3472bC r `53.Q0' \ ry_ $ UNDISTURBED I Y0 AND BUFFER TRACT �.` \\ '-- S z 4-W C� C- v 91.13' Avvo / vA. LOCATION OF FUTURE -�- \�` � �`.� n= 14'3T54" I �. w m N 07 38'55' W / R= 459.50' ' BOOSTER PUMP STATION �� 3�.46- w 1, �L= 117.34 \ - M.(DESIGN BY OTHERS) � 4 23.92' I A� 6= 34 30 20 R 459.50 1 L276.73— \� � J 20 34.30V r t I i R 19� SEl V� I L 2 77 k� 07 -- \\ T1 I 'Q— Y Record Draying Certification These drowi ` co�fogn to the Contractor's construction records. �' By. G 1f' IFIVIE A, Date/dzz/lc Title/Position: CIYIL EVGINFER Confirmed by City/I. Date) _L(•D7 PROJECT REF: FACOI-0016 Yzlt&104 y These plans are "approved" for conformance with the City of Auburn's Engineering division requirements. Approved By. Date Approved: �L0 Oj O aD WC) G 1 Q o0 W 0 Q 00 DD ,. 0 J�Z,�..NWZ D0OWONQNWQ V y H Ua z a G 0 0 Q Q � 3 0 N M W 0 0 O N O 0W QLL W Z� Vf 9 U ICE>� OIL UJ- No Lm3o JNYJW ogNO W o PROJECT NO.: 04030 DRAWN BY: CIIMH ISSUE DATE: WIS-04 SHEET REV.: *-*-04 KEY MAP (GRADING AND DRAINAQE) P:\Idd\04030\04030key,dwg C3 HUD DWG * 6 p7V 199 � REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW COMMENTS. 11-16-04 DJW A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST S 01'16'27" W 1395 55' NOTE: NOTE: SEE SHEETS C7-C13. C14-CUa AND _ ALL CB FRAMES & GRATES SHALL BE PER WSDOT STD. PLAN B2A UNLESS OTHERWISE NOTED: ROCKS 4 FOR BFFE RCROSS S WALL AND I ' ROCKERY hEK3HT8, CROSS SECTIONS, ALL CB'S ON SLU ES AT 6% OR GREATER SHALL DETAILS, AND STRUCTURAL HAVE VANED GRATES. CB'S LOCATED ALONG FACE INFORMATION - - --- - I �- OF CURB ON SLOPES AT 6R OR GREATER SHALL ALSO HAVE THRU-CURB INLET PER C.O.A. STD DT. SEE SHEETS C7-C13 FOR STORM-10. �� - -.• { ALL CPEP OR N-12 PIPE SHALL BE WT1B DESIGNATED IN 13-FOOT LENGTHS. SIM 6HMr C76 FOR PAVM 6ECT10Pf, xo wo -_ LINE � (SyE�E�SHTBC24) �/i �i o♦ ♦ w w __w - w qm _ _ ySe 6$3B8 l / ♦ �/ p 1 t w uc 12" ST / -.. 1 ' � �� I 1 � � 1 [,� �!' �1' ♦ L/ �, 5 r' .-� �_ -__ _- �"� _ yn .0269 I ! ✓ e, ,�. / w \w�,y �� .� - �- � • t,, `� a Ir I � � y -� -�. • ! f, "� .. I 111 eF L l 1 UGV 12• ST - `�» • ,i n ,.,, , i4, ; V' --_. r. S• 44G4Q- '.., ♦ / //_ /! + N b°/F� Flol. r l M ,M �.♦y\ ra: � �' � 1 / I I � '� I �! r_./ a bl - / '(9EE / I � Sk1T. ,C25) I CB f3c 44LF 12'r S7 rr-- - � �' `' � � � � `- :.r" - r_ _-"•lice- �_� �-''� ii9LF 12" ST /� / / I T � I �/ CB /3b 117 14BLF 12 ST GOLF 12 ST - _ OB 43-: e _ _ _ - - -_ S- 8.0128 S- 0.0738 RF 12" ST DAYLIGHT 4" PVC WALL DRAIN S• 09945 TO EXISTING SWALE, PROVIDE G'W x 12'L x 12" THICK QUARRY SPALL BLANKET FOR 78LF 12" ST ENERGY DISSIPATION. y, INV-330.0 S- grow 46LF 12" S .0873 S- 0ANII • ,oszo _ J/✓ _, r _ CB /6 qy CB/7 95LF 12" ST 77 S- 8.8796 iBLF 12" ST CB /G , 0767 S- CB 09� 77�� 95LF 12" ST QLF 12" ST S- B.9009 S- 0:&867 .0579 122t r /e. CB/11 9W15"ST S- 9:G66+ 04,6 8 CB 013. LINE B (SEE SHT. C24) _J N 00'31'15" E 1399.87' Record owing tificatlon - These dr farm to Me Contractor's construction r By Date Title/Position: CIVIL 12/64NEER _ Confirmed by City. 1^Z Dote "II 1.07 SCALE: 1" = 40' 40 0 20 40 80 KEY MAP FF- ".0 FINISHED FLOOR ELEVATION - -- 310 --- -- - EXISTING GRADE �300 FINISHED GRADE CATCHBASIN (TYPE 1) W/ ST LINE �- CATCHBASIN (TYPE 11) W/ ST LINE WATER BEND W WATER LINE 8-4 FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECT • POST INDICATOR VALVE WATER VAL-.'E • SANITARY SEWER MANHOLE W/ SS LINE m�ammnoo ROCKERY CONCRETE RETAINING WALL CATCHBASIN TABLE CB #1, (TYPE 1) W/ CB 17, (TYPE 1) FRAME AND CRATE. W/ VANED GRATE RIM- 330E 33Q90 RIM- 308.5 308-'fc n INV(6")=327:3B32Z9S INV(6")=306.02.36c11 - o INV.(12")-32 es 32L -y� INV (12")=309.32 o .11 J 305 Sb CB 12, (TYPE 1) W/ 3os.n - FRAME AND GRATE. CB 118• (TYPE 1) JJ RIM=326432,c.r5 W/ VANED GRATE. L INV(i2')-323:43.J31Y.90 RIM-39f.4 301,37 ]iy9e INV(12")=2"..* 1498,17 n CB *3, (TYPE I) W/ 29S.12 FRAME AND GRATE. CB /19 (TYPE 1) L RIM=323.3323.12 W/ VANED GRATE. L INV(12")=3f9B0319t-b2 RIM=i9S.2 A?Y.09 n 318.01 .97 INV (6")=29P.6i' 291.07 CB y30, (TYPE 1) IN/ IN','(12")=292.t9291.74 SOLID, LOCKING LID. 291. 71 RlM.3P44 323.% 291, 79 INV.(12)=3t9.Y53OP.07 CB #10, (TYPE 1) W/ CB (TYPE I) W/ FRAME AND GRATE. ,#3b, FRAME AND GRATE, RIM=361.e 3o1. 73 RIM-325.0 INV(6")=296.63 294.n INV.(127=320.n3X-q77 INV(12")=396..f-3-2% 0 CB /3c, (TYPE I) W/ CS #11, (TYPE I) FRAME AND GRATE. W/ VANED GRATE RIM-324,6 3MYS RIM-M..5 291 . w INV.(6")-32f.50 INV (12")-28ir6.7 19e.w INV.(IZ 321.0� INV(15")=2Bi:42 267.f9 2t7- 311.7 321. s7 yy7 297. 34 a15l4 -1 CB /'4, (TYPE 1) CB j12, (TYPE 1) W/ 316:11 W/ VANED CRATE FRAME AND GRATE. RIM-3119-2 319.E RIM=2956 2915.v3 INV(12")- 3h59931S,f1f INV(6")=292.05 297.Z3 - - 31S.19 INV(12")=292;35-291.19 CB ,f5 (T7PE 1) W/ 191. 18 FRAME AND GRATE. CB /13, (TYPE 1) - RIM=323:2 3n.96 W/ VANED GRATE INV.(6")- 3219.8932090 RIM=28&7 284 71 INV.(12")= 3PO.39-37a 73 3m.yt INV(154)-289.4528333 283.31 CB *6, (TYPE 1) 30 NOTE: SEE SHEETS W/ VANED GRATE FOR STORM LINE PROFILES RIM= 316.1 314.07 INV.(12")-3f397 3i1.98 NOTE: ALL PRIVATE STORM PIPE <10.0% SLOPE TO BE N-12, OR AN APPROVED ALTERNATE. ALL PRIVATE STORM PIPE ABOVE 10.0% SLOPE TO BE PVC. PROJECT REF: FACOI-0016 /2.1/e/i ..1 y These pions ore "approved' for conformance with the City of Aulwm's Engineering division requiwwts. Approved By. Date Approved: Z- E.PIRES: MAY 6, 2005 3L0 �0 LLI O O Q fb 0 a0 V J0ILN NcoZ 0Z0�Xu)m0 aA U (� . i'••j . raj N O � t20 w Q W •.r r.. U a I- M W o P U Q Q N W g U LL W � a1 � ��3�q1ppp seLL J W ag F- u- 0g� PROJECT NO.: 04030 DRAWN BY: DJW ISSUE DATE: 06-04-04 SHEET REV.: 11-16-04 GENERAL C* ADINQ AND DRANAGE PLAN (NORTH 1/3) C4 HUD DWG • 7 J CO-7-0IS9s REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISIONS PER CITY OF AUBURN COMMENTS. DELETED STILLING COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW WELL FROM CBp44 & CBy49 11-16-04 DJW A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST NOTE_ S 01'16'27" W 530.00' SEE SHEETS C7-C13. CN-C144 AND CM-034 FOR SITE RIETAHNO WALL AND W. ROCKERY HEIGHTS, CROSS SECTIONS, DETAILS, AND STRUCTURAL WOFMAATION — — SEE SHEETS C7-CC13 FOR DETAILED ORADMO AROUND BUILDINIM m � I - - - - - - SM SHiEET CZ FOR PAVMO BECTINJ66� - - - - = SCALE 1" = 40' NOTE: ` ( ao o zo ao so KEY MAP l 1 ALL CS FRAMES & GRATES SHALL BE PER WSDOT \ STD. PLAN B2A UNLESS OTHERWISE NOTED: /� ALL CB'S ON SLOPES AT 6R OR GREATER SHALL C4 /mob'NQ\� V HAVE VANED GRATES. CB'S LOCATED ALONG FACE M OF CURB ON SLOE _ f.T 6% OR GREATER SHALL ALSO 'a LI HAVE THRU-CURB INLET PER C.O.A. STD DT. Z\ � STORM-10._0. 626 F (12T Q28) ✓I v T ALL CPEP OR N-12 PIPE SHALL BE WT1B DESIGNATED Sf 6944? .0971 / --�� I- P '*c .p IN 13-FOOT LENGTHS. � g „ CR' /25�. �� C6a o RIM4NLIEI P3, 71 / 1�1 ; 26 A � /! l II'j lig A$S �34Lk 9'ST I .74 t 11115.0. ' / / / / 1 --- _ _ C2 ///; _ 15 sa�.o I 635- 0@�?f9 r / /}d I It35LF \ ? \^�`3`� _ ; , ! �JP ST • 3 +�C �32 I MCI III O A J - a✓ / 1CS G� /22 1 �t'3LE' 15 Z,i wim 72'i3LF 18" ST . �`CB S. O,glS88 ,oby3 73LF 18" ST j F O / 74LF 1135" ST / 96LF 15". ST S. 9A5t?. .CB #44— / j N 062 dsu6" - 26LF 15" ii I CIL). 15 ST I C LINE 0, 1 I 1 � (SE . F23� 1 \ 1 \ lx l /19 I 111111111I� SaF 160 SIT) 1 I I i i 1 1 1 j V VAV A, v R 0 /llllllllll /lIl!llhll I \ C 42LF 12" ST - _-- - _ .. %% //% i � / / I b •� S. 1221E 15' ST CB /14CB jM < 5 _ CB fl B I \ C \ S .07 082. 1081E 15" ST 4kF 15" ST z LB 5. 9i392 S= 0.0324 \ \ (SEE SHT. C23) . !•u e :� � X � \ CATCHBASIN TABLE FOR CLEAN WATER BYPASS LINE CB3-9P, (TYPE IL) W/ CB5-BP, (TYPE IL) W/ SOLID, LOCKING LID CB7-BP, (TYPE IL) W/ SOLID LID SOLID, LOCKING LID RIM=200.6B207.32 SOLID, LOCKING LID RIM=232:86-231.72 INV.(i5")=294:00 202.07 RIM=182:9B 181.3/0 INV.05")=22466 2-29.63 INV.(18") =(FIELD VERIFY, MATCH CROWNS) INV.(15") =478.99 177,n`I 224.60 202.07 177.65 22H. 2 CB4-BP, (TYPE IL) W CB6-BP, (TYPE IL) W/ SOLID, LOCKING LID C88-BP, (TYPE IL) W/ SOLID, LOCKING LID RIM-29671218202.9_s SOLID, LOCKING LID RIM=2P3.r.-.70-22.3.56 INV.(15")-28Ye8- 199.29 RIM=t9'0.e&165. 39 INV.05") =24376 219.71/ INV.(18") -(FIELD VERIFY, MATCH CROWNS) INV.(15")=166.66 166A3 " Record DrPing Certification These to the Contractors construction recordsZC19_&A(5R By G Date 62ZZ7 & Title/Posltion: CIVIL ENGINEER Confirmed by City.02 Date /"Nrol IL C4 �6\ 1 15"ST`BP \` \\ .�... \ r •� - 245LF S= 6 90 v {8 1 V) Ct38-BP 4' }� r ST \' :26LF 12",,,ST & .126 V 11 0.0 000. l I ��' . 4 Q 184 ,S7 1\ 0. ($ E SIT'. C7 38' ST,, 1 � _ 26LF 12' T -- - -- -- CB #49 8uF 15" Bi BP - J ` V �\ S- 0:1429 B 01 \ CLJ=ADI Yif BYrA88BYBiP.WF _ �496ILF 15" ST BP ST, - S .1178 SEE SHEET C5A FOR CONTMATION NOTE: PROVIDED STILLING WELL IN CB'S 44, 49 AND CB7-BP. SEE DETAIL, SHEET C17. NOTE: ALL PRIVATE STORM PIPE 510.0% SLOPE TO BE N-12, OR AN APPROVED ALTERNATE, ALL PRIVATE STORM PIPE ABOVE 10.0% SLOPE TO BE PVC. CATCHBASIN TABLE CB #14, (TYPE 1) CB 132, (TYPE I) W/ W/ VANED CRATE. FRAME AND GRATE. RIM-277.0 274. 89 RIM=24-7.9 1. 7 so INV(6")=274.W0 711,38s. INV(15")-2#4.652vq.68 INV(15")=24X375Z73-" zvv.5 zi.as CB #41, (TYPE II-48"0) W/ CB #15, (TYPE 11-48"0) FRAME AND GRATE. W/ VANED GRATE, RIM=240.Ot RIM-2&9.0-161. w1 INV.(6")-235.35 L3 1,N3 INV(12")-258-ll 2%.Yi INV.(15")-234.f7823'1,33 INV(15")=258:71- 258.1� 2se.11 CB #42, (TYPE 11-48"0) W/ CB #16, (TYPE 11-48"0) FRAME AND GRATE. W/ FRAME AND GRATE. RI114=241.9 "0,S3 RIM=269.8 169. v7 INV. (6 ")=234.-f 2 23S .46 INV(12")=258Si-zse,4o INV. (15")-233:3-7Zi3.11 1516,67 14 CB #17, (TYPE I) CB #43, (TYPE I—L) W/ FRAME AND CRATE. VANED GRATE W/ RIM=263:4263.41 THRU CURB INLET INV(6")-25_9,982079 RIM=224.02z3.07 INV.(12")=259-*259.67 INV(18")=220.50.2-Z6• z3 1 S9. YI CB J18, (TYPE 11-48"0) CB #44, (TYPE I-L) VANED W/ VANED GRATE. GRATE W/ THRU CURB INLET RIM- 260.0 'lco vc RIM=214.5114 . 13 INV(6")-256rf2 isS.fo INV(15")=2`I-H2 Zfo. 82 INV.(15")-255,33FuS.oS INV.(18")=2f0..8?210.68 CB #19, (TYPE I) CB ,/44a, (TYPE II-48"0) W/ W/ VANED GRATE. SOLID, 24"0, LOCKING LID. RIM=255-F1sv.77 RIM-2f". 17.53 INV. (15")=25685-25a7 INV.(15")-213.03- 213.13 1 st-77 2,13, 29 CB /20, (TYPE I) CB 1/'45, (TYPE II-48"0) VANE W/ VANED GRATE. GRATE W/ RIM-2420 2 i." THRU CURB INLET INV(15)-238.7523213 RIM=2t4.52w.r9 23�.oe INV(15")=21t"5 21010 210,20 CB #21, (TYPE 1) W/ VANED GRATE. VA rD (TYPE 1-L) RIM=2345239,3o VANED GRATE W/ INV(6")-23t99231.78 THRU CURB INLET INV.(15")=2J}y}231'IS RIM= 20= 202- 37 231da INV(12")= 2Q2.241e1.76 CS /22, (TYPE N-48"0) INV(18")= 2Bf.-7i-Ze �i W/ VANED GRATE. CB 147, (TYPE 1-L) RIM=2399129.36 VANED GRATE W/ INV(12 )-225.36 Z2 . 7 THRU CURB INLET /NV(15")-225.e5- 225.ot RIM=2855 2W.ho INV(18 )=294.80 22t% INV(12")=2B2.59zc2•v3 CB #23, (TYPE 1) CB 4'47b, (TYPE 1—L) W/ VANED GRATE. VANED GRATE W RIM=236$230.08 THRU CURB INLET INV(12")=229:68-227.03 RIM=20f-.0 191.77 22cx INV (12")= FA7.74-1 r•K CS ,/'24, (TYPE 1) W/ INV(18")=f9t2#- i�. rL FRAME AND GRATE. RIM=2343239.69 CB ,/'47c, (TYPE t—L) INV.(12")-"H3230VANED GRATE W/ 23a" THRU CURB INLET C8 /25, (TYPE I) W/ RIM=26'i:0 179. so FRAME AND GRATE. INV(12")—I98.00 1.98,o7 RIM=23&4 238.21 - INV(120)=235:37-135,17 e CS #48 (TYPE 1-L) z 15, 11 VANED CRATE W/ CB ME AND CRA(TYPE I) W/ THRU CURB INLET TE. FRAME RIM=f97.5- rx.19 RIM-24f-1 2'fo.7S INV(18")=f94.9B 1".60 INV (6 ")=238:64' 238, S: 1 931» INV.(12")=238..f4231.°o CB #49, (TYPE 1-L) CB #27, (TYPE II-48"0)W/ VANED GRATE W/ SOLID, 24"0, LOCKING LID THRU CURB INLET RIM=20e B2vo.o3.ft RIM=f8#.5- 1e3 a INV(15")=233.99-7.33.2G1 6. INV(18)=f80:99 81.05 13 •oe S, 1a.�i CB #28, (TYPE 1) W/ CB #50, (TYPE 1) FRAME AND GRATE. VANED GRATE W/ RIM=240.7 290.90 THRU CURB INLET INV (15 ")-235$5 235.75 Z35-.71 RIM=t&4.5 183,52 CB #29, (TYPE 1) W/ INV. (12)-f8f. 7518012 FRAME AND GRATE. CB /51, (TYPE I-L) RIM=24f:4 &.9O VANED GRATE W/ INV05*)- 38.f5z3a_a3 THRU CURB INLET INV(15 )=?3�t5 236.i1 17 ue_"6 RIM=i79.5� s.ss CB #30, (TYPE 1) W/ INV.(18")=f'76.-08 17588 175. 86 FRAME AND GRATE. Cg 52TYPE 1—L) RIM-242:8 zvz 3 a , INV(15")=23"5 9 9,58 VANED GRATE W/ 237. S7 THRU CURB INLET CB /31, (TYPE 1) W/ RIM=fe" /68.72 INV. (18")= f66:60'-' cc.oz FRAME AND GRATE. 744 of RIM=246-:6- s45.47 INV(6")=243:5& 243.19 INV (15")-2#2r?5-1as.o7 14v161 NOTE: SEE SHEETS C21-C3O aw". s7 FOR STORM LINE PROnLES / PROJECT REF: FACOI-0016 I These plans are "approved" for conformance with the City of Auburn's Engineering division requirements. Approved By. Date Approve( 12 U ExRnS: MAY 6, 2005 1 3 lLOn J Cn OD Uj O 'aQ T 00 Z0LOXL�U 0 IN W W/ -04 rl to � b0 co F cw Q C � U IL g wN a jX > 05 LL N w 01 N UQ E ajw M age w PROJECT NO.: 04030 DRAWN BY: DJW ISSUE DATE: 08-04-04 SHEET REV.: 1I-16-04 GIENERAL O LADMVO AND DRAMAGE PLAN (CENTER 1/3) C5 HUD DWG 4 8 J 198,39 198,38 07"DI69Y REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS, 11-16-04 Dew 42LF 15" ST S- o.e2ee o108 CB /1 Nor 4r1Lwz F-o wft satAGAiLIL p R.t1►(A6E A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST - - NOTE: SEE SHEETS 07-C13, C14-014d AND C*I-C34 FOR SITE RETANONG WALL AND ROOKERY HEEK*fn3, cfx)w BELT S, 3?4 19' DETAILS, AND STRUCTURAL INFORMATION _ - SEE SHEETS C7-C13 FOR DETALED GRADM AROUND BUILDINGS. NOTE: \ � \ SEE SHEET C75 FOR PAVWG BECTION6 ALL CB FRAMES & GRATES SHALL BE PER WSDOT STD. PLAN B2A UNLESS OTHERWISE NOTED: s \ ALL CB'S ON SLOPES AT 6% OR GREATER SHALL HAVE VANED GRATES. CB'S LOCATED ALONG FACE W OF CURB ON SLOPES AT 6x OR GREATER SHALL ALSO 3.2.5SO HAVE THRU-CURB INLET PER C.O.A. STD DT. STORM-10. ALL CPEP OR N-12 PIPE SHALL BE WT1B DESIGNATED \ ` IN 13-FOOT LENGTHS. \ \� I - \ #36v� iI I ,vim.vv v I I FF-25t0 ,.(SEE LINE C28) v - -- -- f I . ,- _ 49 �_, ./ EE LINE39 ... u ".___ .. .. e•?- '-"� ti'° 72LF - - : iS SwIT. C AND d13 Gb/1 - 1}1r.�1 3 /i4 �� - ST 2' _OD I _ �-"-- , 193LF i _ 0 65 + -___---� \ry -- �-7 �_ , 1 0 ---t � r---„--------f --} _ L_——_--___— 1/\/ 10 l Lj 30 iz' sr _� ! �\ I�{.S q• if T � FF-240.1 40.1 12 C` o _s Ld F _'' 233.0— vO __-2b3.D^ q a -2-61 1 -2401 2�-251.1 . `FF-2372q1F 12" ST F-247.1 0.0E61-r - ,(• C �.\�. -� - - LINE I _ - 72 - --- -- (SEE_ SHT. C27)_---- - w - -- J - -- - ---- -- - ` _ 1� c � � - - - ��F200"l64+�70� -__ _ _- - _ _- -' = - - =7�_ - - - - -- --. -- - _ _ - - E% is" ST/ - =gam �`... ._- - - - �y,``\• _ ( � <a• SCALE: 1" = 40' KEY MAP 3LO to CO as �3 r �..V wd Z Z .. In ID P 0z0L0kLo OD ��CL Z,LLZ, 36- tou Y cog 0 QI � 5 U MID L'T' a U CATCHBA8IN TABLE 2 YG.83 CB /33, (TYPE 1) W/ CB #38, (TYPE II-48"/) W/ 1yy,13 FRAME AND GRATE. SOLID, 24-0, LOCKING LID. 293 2.33 Z D RIM-24�.. 397.31 2y21, RIM= 244.1t2v9.09 Q 2v2.21S '; INV.(6")-?44.e6N3,47 INV(6")=34e:B8-140.01 � INV. (12")-245.501Y3.A INV(12")=33'9.59t2Ne,os }M•Ys !; CB /34, (TYPE I) W/ CB #39, (TYPE 11-48"/) W/ FRAME AND GRATE. SOLID, 24"/, LOCKING LID. V 1Y7. 55 RIM=2•0 A9 RIM- 24QA3- Z9/•/Y Rf1S.cl INV. (6")=243:9`r INV(6")=23i 23e 82 INV 2M5• S9 (12)=Y44a5 INV (12")=23i:99 21c .e I 29f,28IL 2.".70 C8 ,JJ5, (TYPE I) CB #40, (TYPE 11-54.0) W/ if �l W/ VANED GRATE SOLID, 24"0, LOCKING LID. =24A. 3RIM= 240-e* 239.49 INV.(6')-24&26- 12 INV(ir"-)=336-.3� LIS-n 3 INV(12")=244v INV(124)=235.9723s.y9 ISS•97 N I INV(15")=235.62 Z3C-5_1 _ 8 �FR (TYPE I) W/ > 253.69 111 FRAME AND GRATE. CBi, (TYPE II -48"0) V� IL RIM=256-2 MTH BEHNE GRATE. INV.(12")=254:2- OVERFLOW ELEV.- 25J.W217.90 W D Wco 6 IN V.(15")=245.7524.4.64 F W CB 137, (TYPE 1) W1 ZtiHsl W Q m FRAME AND GRATE. ,( W RIMa133,5 aft.af o Q q ¢ INV. (6 )-?5h00 251.21 0 3 � N /NV.(12")=�3B'1se,;9 //�� aW in NOTE: SEE SHEETS C21-C30 W ¢ FOR STORM LINE PROFILES 0 U N NOTE: ALL PRIVATE STORM PIPE <10.0% SLOPE TO BE N-12, OR AN APPROVED ALTERNATE. ALL PRIVATE STORM PIPE ABOVE 10.0% SLOPE TO BE PVC. Record Pralmng Certification These torn to the Contractor's construction By. Date10/j/I% T1tle/Position:CMIL ENG/iVEER Confirmed by City. C.1.- Dote! u PROJECT REF FAC01-0016 I-/a/o'f y These plans are *approved' for conformance with the City of Auburn s Engineering division requirements. Approved By. Date Approved: I I S 0`/ PROJECT NO.: 04030 DRAWN BY: DJW ISSUE DATE: 06-04-04 SHEET REV.: V-16-04 GENERAL GRADING AND DRAINAGE PLAN (SOUTH 1/3) P:\Idd\040.30\4030GROIAd g C6 HUD DWG M 9 PF ° 115 5r`,T 6 0- 10 o771)169s REVISIONS: REVISED PER CITY AND COUNTY ',REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 08-25-04 DJW COMMENTS 09-27-04 DJW SEE SHEET C-5 FOR CONTINUATION A PORTION OF SECTIONS 5 AID 6, TUniv.- NP 20 NORTH, RANGE 5 EAST AA ' 4 _1' 3 apDF \� d - � \A\ �CB p52 - 73LF W `'-! - - - - _ -DITCH ORA1N5 EX a 5'T VE IT- R01AOE y/ s 7 _ C9 \^ \ \ \\ \ , \ \. �. � (SILT' Bk�T.-_�21�_ _ _ _ � ) .. _ I �! - _ , `` - �� I /a►` _, - _ _ _ 26LF 1Z7 - cl S _ —kill �\ \ 6� Si.- ; - i I _ - _ v I - Af� CB 535' � �SS F EXIST -GONG\ . - \. _ - . \ yc�{ \v� Avg vC� v _; VAvV. >` s\ N\ \`.:\\ FUTURE LOCATION OF BOOSTER PUMP STATION xS \ \ \ \Y (DESIGN BY OTHERS) RaT w 3c ,r T EXIST \ CLEAN WATER STORM DRAINAGE UT JTlf :� EASEMENT (— Y (AF20040622047e) \�A. �'� N 07"38' 5" Vv 37.4 \ I I 11111 15" ST 1=llTUFi�_ COMMERCIAL BENCH --- �'- - ��`� - OFF -SITE STORM DRAIN _ CONNECTION AT OWNERS \ _ EXPENSE - NOT PART OF HUD MORTGAGE I NOTE: 1 , l ALL CB FRAME Qc GRATES SHALL BE PER WSDOT �i \ STD. PLArymB2A UNLESS OTHERWISE NOTED: 1 ' I C813-BP - I ALL CB'S ON SLOPES AT 6% OR GREATER SHALL (, II HAVE VANED GRATES. CB'S LOCATED ALONG FACE 82LF 15" ST 1 ' OF CURB ON SLOPES AT 6X'6R GREATER SHALL ALSO I s-Kowa. HAVE THRU-CURB INLET --PER C.O.A. STD DT. STORM-10. ALL CPEP OR"N-12 PIPE SHALL BE WTIB-DESIGNATED I ( IN 13-FOOT LENGTHS. BDLF 15' ST / 30LF OF 24 0 ', 413 i EAST VALLEY HIGHWAY EAST STA 117+43, 48'RT CATCHBASIN TABLE FOR CLEAN WATER BYPASS LINE CBMH (TYPE II-96"0 PR/VOTE) RIM 7705 C89-8P, (TYPE IL) W/ SOUD LID CB11—BP, (TYPE IL) W/ CB13—BP, (TYPE II-48"0) W/ RIM-146,8e 144.39 SOLID, LOCKING LID SOLID, 24"0, LOCKING LID INV.(15") —142.90 143.0S RIM =120:9e-118,67 RIM-8B:�i) 85,9H INV.(ta") -(FIELD VERIFY, MATCH CROWS) N2.09 INV.(15') =f16.98-116.08 INV.(15")-OR-W8P,H3 CB10—BP, (TYPE IL) W/ 116 07 C812—BP, (TYPE IL) W/ 82 •3� CBI 4-OP, (TYPE N-48 0) W/ SOLID, LOCKING LID SOLID, LOCKING LID SOLID, 24"0. LOCKING LID (PROVIDE STILLING WELL) RIM=97.99 9750 79.9`I RIM= e") RM=F4t68- I19.8`i INV.(ts') =9399-93.14 -7 INV.(t5") =;s5r2F75.45 INV.(15") -w.ee imoi 92.88 75, IY P OVIDE 3 C.Y. OF CONC, BLOCKING 92.44 P- a �H,,Ei � o, 70 (SLAB 15"ST IE(SE)-73.32 24"RCP IE(SW)=72.57 4 SEE SHEETS C7-C13, CI4-C14d, AND z C31-034 FOR SITE RETAINING WALL AND ROCKERY HEIGHTS, CROSS SECTIONS, DETAILS, AND STRUCTURAL INFORMATION SEE SHEETS C7-C13 FOR DETAILED GRADING AROUND BUILDINGS. SEE SHEET C15 FOR PAVING SECTIONS. I FUTURE �COMM BENCHVY, / / Record Dra q C ication These drawl to.(he Contractor's tel:—, �tion records. By.GR D/ENER Da Title/Position: cI ft IF GINNER Confirmed by City: Cl— Date 1" N-07 �`—,A=Ar-- SCALE ' 1" 40 40 KEY MAP VA I C.TRSAtAIV 1 AtiLt CO j52, (TYPE 1-L) CB 158, (TYPE 1) VANED GRATE W/ VANED GRATE W/ THRU CURB INLET THRU CURB INLET RIM=f89;51cs.7i RIM=fft.5 rrzw INV(18")=HfB.OB>oz INV.(12")=ft7'3'llrc./7 IK.OI CS 153, (TYPE 1-0 VANED GRATE W/ THRU CURB INLET RIM=f61-1 rcays INV (12")- f5PL.A4 i57.7, sa zs CB 054, (TYPE 1) VANED GRATE W/ THRU CURB INLET RIM-N511.1 /ro.n INV.(12")=1d6.49 xf6-24 CB /540, (TYPE 1-L) VANED GRATE W/ THRU CURB INLET RIM=f45.2 /w.33 INV (12")=114.2 44ln,�s INV(18")=14f.69 tYl. sa CB /154b, (TYPE 1) VANED GRATE W/ THRU CURB INLET RI164-145.9 ivv.v3 INV(12")-#09.321v 0 CB #55, (TYPE 1-L) VANED GRATE W/ THRU CURB INLET RIM=103 /7c,ss INV.(18 )=13S. 133.n N3,o3 CB 0%, (TYPE 1) VANED GRATE W/ THRU CURB INLET RIM-HA2 136.56 INV (12 )-134r4P /3v, zq CB /57, (TYPE 11-60.0) VANED GRATE W/iHRU CURB INLET AND OIL/WATER SEPARATOR RISER PER DETAIL 05, SHEET C17. RIM=12e.3 trr,vr INV.(120)=f4d:63 n3.77 INV(18 �H3}3 „3.=7 NOTE: SEE SHEETS C21-C30 FOR STORM LINE PROFILES NOTE: PROVIDED STILLING WELL IN CB 55 AND C810-9P. SEE DETAIL, SHEET C17. NOTE: ALL PRIVATE STORM PIPE S 10.0% SLOPE TO BE N-12, OR AN APPROVED ALTERNATE. ALL PRIVATE STORM PIPE ABOVE 10.04 SLOPE TO RF PVC. PROJECT REF: FAC01-0016 12A. 0¢ y These plans are "approved" for conformance with the City of Auburn's Engineering division requirements. Approved By. Date Approved: 12I1 sI0`f IExPIKS: MAY 6. 2005 1 3�N 0t Vo ZZI11N C4 O� Nk 0 NOLL� L bQ � V ' M4 �! cl 0,4 Lw J� U Z Q cW G o U � LPL Q Wcm g� a W U I- .N " QILa N fr Q6 .— cr W F W �+ le tWJ ID mo�a0 L r �j LOpmd PROJECT NO.: 04030 DRANK BY: DJW ISSUE DATE: 06-04-04 SHEET REV.: 111-18-04 OFF -SITE DRAINAGE PLAN P: \Idd\04030\4030GR01.dwg C6al HUD DWG M 10 b7D 1895 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN COMMENTS. MINOR PARKING :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMFNTS OR-25-04 D.IW PARKING RFVASION9 PFR I ANDSCAPING. 11-16-04 ❑.IMP COMMENTS. 11-19-04 DJVV RETUNING WALLS WEIGHT OF CONCRETE RETAINING WALLS AND ROCKERY WALLS SHOWN ARE MEASURED FROM FINISHED OR EMSTING GRADES AT THE TOP AND BOTTOM OF THE WALLS. SOME WALLS HAVE A 2-FOOT HIGH CATCtOAMYT OR A I -FOOT HIGH CURB ON TOP. THESE ARE DEPICTED AS A +2C OR A +1 FOLLOWING THE CIRCLED WALL HEIGHT THE FOOTINGS OF ALL WALLS WILL EXTEND BELOW THE LOWER FINISHED GRADE RESULTING IN A CONSTRUCTED WALL TALLER THAN THE HEIGHT DEPICTED ON THE GRADING PLAN. WALLS ALONG THE WEST SIDE OF THE NORTH BENCH: IHE'SE WALLS INCLUDE A 1-FOOT HIGH CURB LOCATED ABOVE THE FINISHED GRADE ON THE EASTERLY SIDE OF THE WALLS SEE STRUCTURAL SCHEDULE FOR CONSTRUCTED WALL HEIGHTS. IN SOME SECTIONS. THE GRADES ON BOTH SIDE OF THE WALL ARE EQUAL AND THE WALL IS SHOWN ONLY FOR THE PURPOSE OF PROVIDING A ONE -FOOT HIGH CURB BARRIER FOR ERRANT DRIVERS, ALONG THE ENTIRE WEST SIDE OF THE NORTH BENCH A 42• HILL GALVANIZED CHAIN LINK FENCE IS LOCATED ON TOP OF THE 1-FOOT HIGH CURB AT THE TOP OF THIS WALL TO ACT AS A PEDESTRIAN BARRIER. SEE OWL SECTIONS AND DETAILS. WALLS ALONG THE EAST SIDE OF BOTH NORTH AND SOUTH BENCHES: THESE WALLS INCLUDE A 2-FOOT HIGH ROCK CATCWMT TO PREVENT R"S AND OTHER DEBRIS FROM ROLLING DOWN THE HILLSIDE AND DAMAGING PROPERTY BELOW. WHERE RETAINING WALLS ARE NOT REWIRED, A TVOO-FOOT HIGH CHAIN UW ROOK CATCHMENT FENCE IS SNOWY FOR THE SAME PURPOSE. CONTRACTOR TO VERIFY WALL HEIGHTS FOR CONSISTENCY WIN PLANS. WALLS ADJACENT TO BUILDINGS: WHERE WALLS ARE LOCATED ADJACENT TO BUILDINGS TO RETAIN YARD OR ROADWAY AREAS, THEY INCLUDE A I -FOOT HIGH CURB LOCATED ABOVE THE FINISHED GRADE ON THE UPPER SIDE OF THE WALLS SEE STRUCTURAL SCHEDULE FOR CONSTRUCTED WALL HEIGHTS. A 42" HIGH GALVANIZED CHAIN LINK FENCE IS LOCATED ON TOP OF THE 1-FOOT HIGH CURB AT THE TOP OF THESE WALLS TO ACT AS A PEDESTRIAN BARRIER. SEE OWL SECTIONS AND DETAILS, ABA HANDICAP RAMP REQUIREMENTS nos. 8.5 HANDRAILS RAMPS HAVING SLOPES STEEPER THAN 1 VERTICAL TO 20 HORIZONTAL SHALL HAVE HANDRAILS AS REQUIRED FOR STAIRWAYS, EXCEPT THAT INTERMEDIATE HANORAILS AS REOUIRED IN SECTION 1003.3.3.6 ARE NOT REQUIRED. HANDRAALS SHALL BE CON77N000S PROVIDED THAT THEY SHALL NOT BE REQUIRED AT ANY POINT OF ACCESS ALONG THE RAMP, NOR AT ANY CURB RAW. HANDRAILS SHALL EXTEND AT LEAST 12 INCHES (305 MM) BEYOND THE TOP AND BOTTOM OF ANY RAMP RUN. EXCEPTION: RAMPS HAVING A RISE LESS THAN OR EQUAL TO 6 INCHES (152 AID), OR A RUN LESS THAN OR EQUAL TO 72 INCHES (IBM AIM), NEED NOT HAW HANDRAILS, 1106.8.6 LXILRIOH RAMPS EXPOSED RAMPS AND THEIR APPROACHES SHALL BE CONSTRUCTED TO PREVENT THE ACCUMULATION OF WATER ON WALKING SURFACES. i 106.8. / LUGS PRO ILC LION ANY POR77ON OF THE EDGE OF A RAMP WITH A SLOPE GREATER THAN I VER77CAL IN 20 HORIZONTAL, OR LANDING WHICH IS MORE THAN Y INCH (I31,111 ABOVE THE ADJACENT GRADE OR FLOOR. SHALL BE PROVIDED WIN EDGE PROTECTION IN ACCORDANCE MTN THE FOLLOWING: I. WALLS FIND CURDS. WHEN USED, WALLS OR CURBS SHALL BE NOT LESS THAN 2 INCHES 51 AN) IN HEIGHT ABOVE THE SURFACE OF THE ACCESSIBLE ROUTE OF TRAVEL. D. RAWNGs WHEN USED, RAILINGS SHALL COMPLY KITH UBC CHAPTER It. SECTION 1101i AND ALSO SHALL HAVE ONE OF THE FOLLOWING FEATURES: 2.1 AN INTERMEDIATE RAIL MOUNTED 17 TO 19 INCHES (430 TO 485 Al ABOVE THE RAW OR LANDING SURFACE, OR 2.2 A GUARDRAIL COMPLYING WITH SECTION 509. GUARDRAILS: A 42" TALL FENCE OR GUARDRAIL TO BE INSTALL ALONG WALKS OR OTHER WALLS WITH MORE THAN A 30" HIGH DIFFERENCE IN ELEVATION. A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST 1 i — Sgg. / — i 35h3.E 658:39 _ \ c ZWIDE STAMPED, CONC. 'PANl k ROAD ENDS 3� +2CA� StA. 14'+ 9. / �% % I v (D+T/ FOOTING DRAINS ARE NOT SHOWN EXCEPT AT THE FOUNDATION SPLIT LE.-J21.0 SCALE T ?O+ , 2 ,C AND THE CONNECTION POINTS TO THE A l STORM SYSTEM. FOOTING DRAINS 20 0 10 20 40 • I ARE REQUIRED AROUND ALL BUILDINGS. jjjGGG A PROVIDE 42�*HIGH GUARDRAIL. � SOIL NAIL, WALL PER bTy, SHT C33 EG \ I PROVIDE I r CURB AND + 1 / I, x<,••,;.. RIM-.324.5 `F2S ti � . Fc 211.4.v \ � � �I KEY MAP 42" HIGH GALVANIZED 1 CHAIN LAK,'FEfNC/FG 29.3 E. 1� / I V A. � A \ �\ �� LEQEND � / \� \ F O \ PR VIDE 4Y HIGH Ec t2 \ \ 2s '\ \ \ GUARDRAIL,\ IiT EG 327.0 '1 , ONCRETE RETAINING WALL I 7 +1 C SEE DTLS. SHT C34. ALTERNATE: MSE,I WALL PER DTL, SHT C33 j ! I / 32k I s �� RIM-324.7 z 326 EEG 13d�1..6a FG 3334Ffi I I f I j 5 ry T 2 r•_ Fc -333.3 5 / \ 6`O O \ ✓ \ ` \CQ1 +2'c PROVIDE 42"Hlcr+ �. } j I J2$ 1 �S�3ZY.9/ A.... C GUARDNAIL �o 1 I I ; I j I IWV�3245 \ ^ RIM 331a \ -•�� \ I I j I - x 2 +2'C ...1� \ 2' WIDE CONCRETE �0\9fell BANDS(TYPICAL) PER DETAIL #7,. \� y�,� I I I 1 I II SHEET C 17. \ �� �I;r 325 A F�}�Q,Q �� Rna32s. 7 FG 3a3.6 I� I FG 329.3A , +2'C �5 ® ® I II I I� I IIII 326 � � �. Eo 331.0 �Q 1 j FG ]29.9 I I I ECC, (TYll SEE ro .. �( / +2CI, I I I I I li DT1l SHT. 'C15. U \ \ / \ / 0,333.E a9v o o )J 3 CONC. WIIEELSTOP (TYP.). SEE DETAIL. $ � RIM-321i ! ® Ec 3.>s.o /2, SHEET C15. I �<\ I l 9 / BOUNDARY / R.O.W. LINE (2 NTERUNE — — — EASEMENT LINE FF- .W&O FINISHED FLOOR ELEVATION 310 EXISTING GROUND CONTOUR _ 310--� FINISHED GROUND CONTOUR EB-- CATCHBASIN (TYPE 1) W/ ST LINE �— CATCHBASIN (TYPE II) W/ ST LINE t® CATCHBASIN (SOLID LID) W/ ST UNE — —I— — 6' DOWNSPOUT TIGHTUNE W/YD DRAIN — — 8' FOOTING DRAIN TIGHTUNE 2 4 ROCKERY RETAINING WALL III 3 +2 C CONCRETE RETAINING WALL W/HT. xx S HIGH ROCK CATCHMENT FENCE V-DITCH WITH HAND RBILS RAMP ® SLAB ON GRADE UNIT ® CRAWLSPACE UNIT HANDICAP PARKING FG 278.3 SPOT ELEVATION FINISHED GRADE .-�EG 282 4 EXISTING GRADE 1111 HEAVY DUTY ASPHALT PAVEMENT -', ASPHALT PAVEMENT CEMENT CONCRETE ASPHALTIC CONCRETE SIDEWALK 279.01 CONCRETE C34A1 AANG WALL SEELTERNATE.' APSE O \3 g \ p rr, ,/ `\ 331.E ®��. E 41.e ��r2 C +1 OF RETAINING WALL; 33, PROVIDE / \ \ Q 332 v�� / WALL PER DTL, SHT C 42" RICH GUARDRAIL ALONG TOP 1 I j o 6.9 �I L. 4 +T �. / F 3 1 � " ''� / CONCRETERETAINING WALL 1329 \ / I _ \ F / +2�C� SEE DTLS. $FIT C34. ACCESSIBLE GARAGE NA11E.- SOIL NAIL UPPER ONLY WALLALTERPER OIL, SHT C33 330 @'+1 SEE DETAIL y7, SHEET C15 NG/ FOR TYP. PARKIPANNG I SECTION DUMPSTER / RECYCLE :'AREA{. SEE ARCH. PLAINS FOR DETAILS. '� 73 I , \ n O 1, 321 At < •`3a '�(�'42i Ar ` 3? ,.DLO `. J1j,23 '� ' MATCH LINE, SEE SHEET CS FOR CONTINUATION 333 ,I ECC, (TYP', SEE PT-3341 A J QTL.T�'1, SX, C15... 2 +�'c Record Dra, into C ification These draw' to the Contractor's omsiruction records. < BY. A- mAlf R DateA//i/ffO Title/position: C t ylt ENGINEER Confirmed by City. l i Date t's%'V1` PROJECT REF: FAC01-0016 I AHb,7i'L y These plans are 'approved' for conformance wWl On City of Aubrn's Engineering division requir mints. Approved By. I 47 Date Approved: 3LO L0 In O W� O 00 3 co w p o �w - 0z0to G 0 toU U '''•',I �--' rl i6 n to t2D VIA: W� U r W a cc C rQ U Q 3 " r� `W Nx / LL U Q OQCA. a. ¢y Q J I— LL O N IL PROJECT NO.: 04000 DRAWN BY: DOW ISSUE DATE: 06-04-04 SHEET REV.: 11-16-04 1 w K C 7 HUD DWG w 11 so co?1)1 S&A hop = — Sgg. / — i 35h3.E 658:39 _ \ c ZWIDE STAMPED, CONC. 'PANl k ROAD ENDS 3� +2CA� StA. 14'+ 9. / �% % I v (D+T/ FOOTING DRAINS ARE NOT SHOWN EXCEPT AT THE FOUNDATION SPLIT LE.-J21.0 SCALE T ?O+ , 2 ,C AND THE CONNECTION POINTS TO THE A l STORM SYSTEM. FOOTING DRAINS 20 0 10 20 40 • I ARE REQUIRED AROUND ALL BUILDINGS. jjjGGG A PROVIDE 42�*HIGH GUARDRAIL. � SOIL NAIL, WALL PER bTy, SHT C33 EG \ I PROVIDE I r CURB AND + 1 / I, x<,••,;.. RIM-.324.5 `F2S ti � . Fc 211.4.v \ � � �I KEY MAP 42" HIGH GALVANIZED 1 CHAIN LAK,'FEfNC/FG 29.3 E. 1� / I V A. � A \ �\ �� LEQEND � / \� \ F O \ PR VIDE 4Y HIGH Ec t2 \ \ 2s '\ \ \ GUARDRAIL,\ IiT EG 327.0 '1 , ONCRETE RETAINING WALL I 7 +1 C SEE DTLS. SHT C34. ALTERNATE: MSE,I WALL PER DTL, SHT C33 j ! I / 32k I s �� RIM-324.7 z 326 EEG 13d�1..6a FG 3334Ffi I I f I j 5 ry T 2 r•_ Fc -333.3 5 / \ 6`O O \ ✓ \ ` \CQ1 +2'c PROVIDE 42"Hlcr+ �. } j I J2$ 1 �S�3ZY.9/ A.... C GUARDNAIL �o 1 I I ; I j I IWV�3245 \ ^ RIM 331a \ -•�� \ I I j I - x 2 +2'C ...1� \ 2' WIDE CONCRETE �0\9fell BANDS(TYPICAL) PER DETAIL #7,. \� y�,� I I I 1 I II SHEET C 17. \ �� �I;r 325 A F�}�Q,Q �� Rna32s. 7 FG 3a3.6 I� I FG 329.3A , +2'C �5 ® ® I II I I� I IIII 326 � � �. Eo 331.0 �Q 1 j FG ]29.9 I I I ECC, (TYll SEE ro .. �( / +2CI, I I I I I li DT1l SHT. 'C15. U \ \ / \ / 0,333.E a9v o o )J 3 CONC. WIIEELSTOP (TYP.). SEE DETAIL. $ � RIM-321i ! ® Ec 3.>s.o /2, SHEET C15. I �<\ I l 9 / BOUNDARY / R.O.W. LINE (2 NTERUNE — — — EASEMENT LINE FF- .W&O FINISHED FLOOR ELEVATION 310 EXISTING GROUND CONTOUR _ 310--� FINISHED GROUND CONTOUR EB-- CATCHBASIN (TYPE 1) W/ ST LINE �— CATCHBASIN (TYPE II) W/ ST LINE t® CATCHBASIN (SOLID LID) W/ ST UNE — —I— — 6' DOWNSPOUT TIGHTUNE W/YD DRAIN — — 8' FOOTING DRAIN TIGHTUNE 2 4 ROCKERY RETAINING WALL III 3 +2 C CONCRETE RETAINING WALL W/HT. xx S HIGH ROCK CATCHMENT FENCE V-DITCH WITH HAND RBILS RAMP ® SLAB ON GRADE UNIT ® CRAWLSPACE UNIT HANDICAP PARKING FG 278.3 SPOT ELEVATION FINISHED GRADE .-�EG 282 4 EXISTING GRADE 1111 HEAVY DUTY ASPHALT PAVEMENT -', ASPHALT PAVEMENT CEMENT CONCRETE ASPHALTIC CONCRETE SIDEWALK 279.01 CONCRETE C34A1 AANG WALL SEELTERNATE.' APSE O \3 g \ p rr, ,/ `\ 331.E ®��. E 41.e ��r2 C +1 OF RETAINING WALL; 33, PROVIDE / \ \ Q 332 v�� / WALL PER DTL, SHT C 42" RICH GUARDRAIL ALONG TOP 1 I j o 6.9 �I L. 4 +T �. / F 3 1 � " ''� / CONCRETERETAINING WALL 1329 \ / I _ \ F / +2�C� SEE DTLS. $FIT C34. ACCESSIBLE GARAGE NA11E.- SOIL NAIL UPPER ONLY WALLALTERPER OIL, SHT C33 330 @'+1 SEE DETAIL y7, SHEET C15 NG/ FOR TYP. PARKIPANNG I SECTION DUMPSTER / RECYCLE :'AREA{. SEE ARCH. PLAINS FOR DETAILS. '� 73 I , \ n O 1, 321 At < •`3a '�(�'42i Ar ` 3? ,.DLO `. J1j,23 '� ' MATCH LINE, SEE SHEET CS FOR CONTINUATION 333 ,I ECC, (TYP', SEE PT-3341 A J QTL.T�'1, SX, C15... 2 +�'c Record Dra, into C ification These draw' to the Contractor's omsiruction records. < BY. A- mAlf R DateA//i/ffO Title/position: C t ylt ENGINEER Confirmed by City. l i Date t's%'V1` PROJECT REF: FAC01-0016 I AHb,7i'L y These plans are 'approved' for conformance wWl On City of Aubrn's Engineering division requir mints. Approved By. I 47 Date Approved: 3LO L0 In O W� O 00 3 co w p o �w - 0z0to G 0 toU U '''•',I �--' rl i6 n to t2D VIA: W� U r W a cc C rQ U Q 3 " r� `W Nx / LL U Q OQCA. a. ¢y Q J I— LL O N IL PROJECT NO.: 04000 DRAWN BY: DOW ISSUE DATE: 06-04-04 SHEET REV.: 11-16-04 1 w K C 7 HUD DWG w 11 so co?1)1 S&A hop = CONCRETE C34A1 AANG WALL SEELTERNATE.' APSE O \3 g \ p rr, ,/ `\ 331.E ®��. E 41.e ��r2 C +1 OF RETAINING WALL; 33, PROVIDE / \ \ Q 332 v�� / WALL PER DTL, SHT C 42" RICH GUARDRAIL ALONG TOP 1 I j o 6.9 �I L. 4 +T �. / F 3 1 � " ''� / CONCRETERETAINING WALL 1329 \ / I _ \ F / +2�C� SEE DTLS. $FIT C34. ACCESSIBLE GARAGE NA11E.- SOIL NAIL UPPER ONLY WALLALTERPER OIL, SHT C33 330 @'+1 SEE DETAIL y7, SHEET C15 NG/ FOR TYP. PARKIPANNG I SECTION DUMPSTER / RECYCLE :'AREA{. SEE ARCH. PLAINS FOR DETAILS. '� 73 I , \ n O 1, 321 At < •`3a '�(�'42i Ar ` 3? ,.DLO `. J1j,23 '� ' MATCH LINE, SEE SHEET CS FOR CONTINUATION 333 ,I ECC, (TYP', SEE PT-3341 A J QTL.T�'1, SX, C15... 2 +�'c Record Dra, into C ification These draw' to the Contractor's omsiruction records. < BY. A- mAlf R DateA//i/ffO Title/position: C t ylt ENGINEER Confirmed by City. l i Date t's%'V1` PROJECT REF: FAC01-0016 I AHb,7i'L y These plans are 'approved' for conformance wWl On City of Aubrn's Engineering division requir mints. Approved By. I 47 Date Approved: 3LO L0 In O W� O 00 3 co w p o �w - 0z0to G 0 toU U '''•',I �--' rl i6 n to t2D VIA: W� U r W a cc C rQ U Q 3 " r� `W Nx / LL U Q OQCA. a. ¢y Q J I— LL O N IL PROJECT NO.: 04000 DRAWN BY: DOW ISSUE DATE: 06-04-04 SHEET REV.: 11-16-04 1 w K C 7 HUD DWG w 11 so co?1)1 S&A hop = PROJECT NO.: 04000 DRAWN BY: DOW ISSUE DATE: 06-04-04 SHEET REV.: 11-16-04 1 w K C 7 HUD DWG w 11 so co?1)1 S&A hop = REVISIONS: REVISED PER COMMENTS CITY AND COUNTY 08-20-04 DJW :REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN COMMENTS. MINOR PARKING : REVISED PER COMMENTS 08-25-04 DJW PARKING REVISIONS PER LANDSCAPING. 11-16-04 DJW CrMMUFNTc CITY OF AUBURN 11-19-n. n nu RETAINING WALLS HEIGHT OF CONCRETE RETAINING WALLS AND ROCKERY WALLS SHOWN ARE MEASURED FROM FINISHED OR EXISTING GRADES AT THE TOP AND BOTTOM OF 717E WALLS. SOME WALLS HAVE A 2-FOOT HIGH CATCHMENT OR A I -FOOT HKX7 CURB ON TOP. THESE ARE DEPICTED AS A +20 OR A +1 FOLLOWING THE CIRCLED WALL HEIGHT. THE FOOTINGS OF ALL WALLS WILL A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST MATCH LINE, SEE SHEET C7 FOR CONTINUATION EXTEND BELOW THE LOWER FINISHED E ADEHEIGHT RESULTING IN A �' Y' /�C ..A P 1 \ ,'�. ?27 AX. QIr J ..,. E OILS. T C 4, CONSTRUCTED WALL TALLER THAN THE HEIGHT DEPICTED ON '$ '+1 I I THE GRADING PLAN. N cwc-* l� J?J?3 S ! -� A%' \ I CONCRETE �TAINING WALL WALLS ALONG THE NEST SIDE OF THE NORTH BENCH: ' rR '�, .!? ♦ L'U'1DFR � � -'gEEDTLS. SOIL NAIL THESE weus INCLUDE A 1-Poor HIGH CURB LOCATED ABOVE CONCRETE RETAININ WALL ^� W L PER D1S 'SIT IL 7 THE FINISHED GRADE ON THE EASTERLY SIDE of THE WALLS SEE DTLS. SHT C34� -- •�� N \ 'RR 'uxSs A}.L�?3 4 S DETAIL SHEET C16 SEE STRUCTURAL SCHEDULE FOR CONSTRUCTED WALL HEIGHTS, ALTERNATE: MSE' WALL PER d00RRRRRR DTI, SHT C33 I _ I \ Li�WER ONL Y(MRACL �. 3RC ,,?P +i' j32 ,I 1+,+2,C. F TIP. GAIAGE SECTION IN SOME SECTIONS. THE GRADES ON BOTH SIDE OF THE WALL ` _ I ARE EOUAL AND 117E WALL IS SHORN ONLY FOR THE PURPOSE I I - �+ r LIT PROVIDING A ONE -FOOT HIGH CURB BARRIER FOR ERRµT I I u DRIVERS. Lpyp7 ALONG THE ENTIRE NEST SIDE OF THE NORTH BENCH A 42' HIGH FGALVANIZED?-F CHAIN UNK FENCE N LOCATED ON i I I 1 _ I - \ / V - N- TOP OF THE 1-FOOT HIGH CURBARRIER. AT 111E TOP OF THIS WALL 10 ACT AS A PEDESTRIAN BARRIER. SEE CIVX SECTIONS AND DETAILS.330" p I / � I WALLS anc n+E EAST SIDE OF aonr NORTH AND soun7 SCALE 1 - 20' I I �+1 � � o �>; -+ � �o' o ,o zo ao THESE WALLS INCLUDE A OTHER PION ROCK CATCHMENT 10 I -� JI'I ,Q ROVI \ { 1' i PRESIDE AND D AGI DINER DEBTY FROM ROLLING DOWN THE I I #1 GUARD AIL ' i.. 1 WLLSIOE AND DAMAGING PROPERTY 6E'LOW. I I I WHERE RETAVW WALLS ARE NOT REQUIRED, A TWO -FOOT 2 MOE CONCRETE I HIGH CHAIN LINK ROCK CATCHMENT FENCE IS SHOWN FOR BANDS. (TYPICAL) 7W SAME PURPOSE. PER DETAIL 'III7, CONTRACTOR TO VERITY WALL HEIGHTS FOR CONSISTENCY WITH SHEET C17. PLANS. WALLS ADJACENT TO BUIDWGS- ROCKERY IN CUT PER gQQTL, WHERE WALLS ARE LOCATED ADJACENT TO BUILDINGS TO RETAIN SHT C33. ALTERNATE: �/SE YARD OR ROADWAY AREAS, THEY INCLUDE A I -FOOT HIGH CURB WALL PER DTL, SHT C3 LOCATED ABOVE THE FNwg*D GRADE ON IW UPPER SIDE OF I - THE WALLS SEE STRUCTURAL SCHEDULE FOR CONSTRUCTED I I WALL HEIGHTS. �+ A 42' HIGH GALVANIZED CHAIN LINK FENCE IS PROVIDE 12" CURB ANb LOCATED ON TOP OF THE 1-FOOT HIGH CURB AT THE TOP OF 42" HIGH GALVANIZED' THESE WALLS TO ACT AS A PEDESTRIAN BARRIER, SEE CIVIL SECTIONS AND DETAILS. CHAIN LINK FENCE. I SEE DTL #6-,'7, SHEET C15 FOR TYP. PARKING/ _ ADA HANDICAP RAMP REQUIREMENTS PAVING SECTION O+i y 7106,85 HANDRAILS RAMPS HAVING SLOPES STEEPER THAN 1 VERTICAL TO 20 HORI2GNTAL SHALL HAVE HµORAILS AS REQUIRED FOR STAMMYS, EXCEPT THAT INTERIIEGAIE HANDRAILS AS REWIRED IN SECTION 1003.116 ARE NOT REQUIRED, HANDRAILS SHALL BE CONTINUOUS PROVIDED THAT THEY SHALL NOT BE REQUIRED AT ANY PORT OF ACCESS Oi �. ALONG THE RAMP, NOR AT ANY CURB RAMP. HANDRAILS ROCKERY IN CUT PER,DTL. SHALL EXTEND AT LEAST 12 INCHES (305 MM) BEYOND SHT C33. ALTERNATE `MSE THE TOP AND BOTTOI OF ANY RAMP RUN, WALL PER DTL, SHT C33 EXCEPTION RAMPS HAVING A RISE LESS THAN OR EQUAL TO 6 INCES (152 AIM), OR A RIM LESS IMAM OR EQUAL TO 72 INCHES (1830 AIM), HIED NOT HAVE HANDRALS. I ' IW6.66 ETILRIOR RAMPS EXPOSED RAMPS AND THEIR SHALL FBE CONSTRUCTED TO PREVENT THE ACOAR1LA LION OF WATER HEAPPROACHESACCUMULATION ON WALKING SURFACES ' IECTION OTHE (2(+1 ANY PORTION OF EDGE OF A RAMP WTH A SLOPE GREATER THAN i VERTICAL IN 20 HONZONTAL, OR LANDING WHICH IS MORE THAN 9 INCH llr) ABOVf TI£ AaAcnvr cRADe OR'I 'SHALL PROVIDED WTH EDGE ND ,WWALLS WALLS CURBS W#NIUSED,TH OR CURBS SHALL BE NOT LESS THAN 2 INCHES 51 W) IN HEIGHT ABOVE THE RFACE 7 RAIIIINGS EACCESSIBLE U RSED, .VLINGS 9fALLiC01MLY WTI7 UBC AND ALSO SHALL HAVE ONE j 1 OF FCLI.OWING FEATURES. 2.1 AN INTERMEDUI RAIL MOUNTED 17 TO 19 INCHES (430 TO I I I 485 NM) ABOVE THE RAMP OR LANDING SURFACE. I OR 2.2 A GUARDRAIL COMPLYING WITH SECTION Sol I. I ,+1 ECC, (TYPI SEE D7L./1, SHT C15. GUARDRAILS A 42' TALL FENCE OR GUARDRAIL TO BE INSTALL ALONG WALKS OR OTHER WALLS WITH MORE THAN A 30" HIGH DIFFERENCE IN ELEVATION. OO +1 CONCRETE RETAINING WALL SEE , DTLS. SHT C34. ALTERNATE: USE WALL PER DR, SHT C33 2' WIDE CONCRETE - BANDS. (TYPICAI;) PER DETAIL #7, SHEET C17. FOOTING DRAINS ARE NOT SHOWN EXCEPT AT THE FOUNDA77ON SPLIT AND THE CONNEC77ON POINTS TO THE STORM SYSTEM. F0077NG DRAINS ARE REQUIRED AROUND ALL BUILDINGS, O+, MAIL KIOSK. SEE - ARCH.. PLANS FOR DETAILS 'I CONC. WHEELSTOP_ (TYP.). SEE DETAIL. /2, SHEET G1� c. I 3 I \VI EO 18.8 - I F ® `RW-321.8 ""F> ®3a3.0 3 ---- n rn FIG 1 .2 ��a3lrj fill RIM-310.2 •V ® ®, 1 FIG 310.1 FQ ,POUT TI(I \ S7� 1 0 J �I d � cc 18.8 � FT C 312. 64, 4 EG 316.8 Fc 3 370 3T� PROVIDE 42'HIGH 40606 RW-313.2GUARDRAIL, 2 ). 2961FIG 2N.3 ej RINI I `ACT -. • • • �I F FIG 22: 1 302.2 • B ..� .:If I I 2 +,2'C DTL I;, 1HT. Cf.. zHIGH ROCK (i It % r � N � C2 T �;� � i�lol�ll o�IIIo ..._..-3?6 12 +2'C RHOTKCE"3R3 A I RT N6 D7L. 3 I I II 4�TE c 2s,b 1 �� WALL PER lqT SHT 33SE KEY MAP ® 1 FC 3 �, I , V +GENE }�. ® RIM-325.7 I i EG 320.1 I I' Fs32�0 3 +2'C BOUNDARY / R.O.W. UNE CENTERUNE EASEMENT UNE FFF- 308A FINISHED FLOOR ELEVATION ` 2 3 I I I I�� I 310 EXISTING GROUND CONTOUR \ / FCJI7.0 c 322.2 ; ��'a � ', j '� I II I' I II -310--� FINISHED GROUND CONTOUR �0 22�C�, I CATCHBASIN (TYPE 1) W/ ST LINE -�- CATCHBASIN (TYPE R) W/ ST LINE RW-315s I III CATCHBASIN (SOLID UD) W/ ST LINE 2 PROVIDE 42.1 - 1- - 6" DOWNSPOUT TIGHTUNE W/YD DRAIN 6 s z GUARDRAIL. - - 6" FOOTING DRAIN TIGHTUNE a ! I 2 4 ROCKERY RETAINING WAW/FHT. 6 +2'C 3 +2'C LL 1 I I CONCRETE RETAINING WALL III 3os. 30j FF-Jlao 3' HIGH ROCK CATCHMENT FENCE s j V-DITCH 370 F 1: 12 ACCESSIBLE RAMP F 308 I.OD +2'c I I %////////////, VATH HAND RA / / ® SLAB ON GRADE UNIT L/EG�IOL,1-lS,]DLP// 'H/C RAMP '.INTH ® CRAWLSPSPACE UNIT EG 313.5 HANDRA14S (TYP.) 1� HANDICAP PARKING DIM-3068 j FG�278.3 SPOT ELEVATION FINISHED GRADE � ®+2'C r rb L62.4 EXISTING GRADE EG 31.2 8 RIM-306.e W I w HEAHEAVYDUTY ASPHALT PAVEMENT 308 ® ®--•-.,i ASPHALT PAVEMENT FIG 307.3 \ I I I I I CEMENT CONCRETE Ob / i1-305a E 31 ,4 EG 312.E o +2'C ! I I I I I i ASPHALTIC CONCRETE SIDEWALK F / 4�7V / I I M=275,��g f `3ps RW-3o6.7 j I I BLpc ELEv. spur II -1-I 1 1 7 7" 1 -I � I . � ��l Il � If I w _. .-y_ cE'S ISLE &4RAGE W. FC 304. Y 2 �d2S 40 3 4 . JI MATCH LINE, SEE SHEET C9 FOR CONTINUATION `30, / I -�- 6 +2,0I I � �� IIII I IIII � IIII I'�IIIij �1 I CO,NI .'RETAINING �A�LL. 4 SEE DTL$. SHT C34. '2C ALTERNATE: SOIL NAII WALL PER DTL, SHT CJ3. 1� PROJECT REF: FACOI-0016 ` a These plans are 'approved' for conformance with the City of AuDum i SE DET I'L 12, SHEET C16' Engineerinll division requirements. F0 Rl1°•GARAGE SECTION, Approved By. Date Approved: 3 W) fA OD dj Q f Q3 DDp z U .. OH ?OWN HZ....., W vT:L � (L toU Q 4 !1 blT W U 04 PROJECT NO.: 04030 DRAWN BY: DOW SSUE DATE: 06-04-04 SHEET REV.: IFIG-04 • rr - ! nI 0 41 C8 HUD DWG M 12 v7DIa95 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW nnUUCNTC nR-?s-n4 n.1w MMIJFNTs r1-u-n4 n.iw A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST MATCH LINE, SEE SHEET 08 FOR CONTINUATION It DETAIL. I �... l l� \. _ 8,+2C CONCRETE RETAINING 'WALL SEE QTLS. T1 C34II. - A D7L. SH CIS /� _ �A rn '� e`er A I 'ALTERNATE SOIL'�N�la 3 WALL PER 6TL, SMT C33 "r °0 / �� _ /2 +2'C ti� 7 i I 3 ?6�� -- � kR DE 42"' - _ f�iG GUARDRAI�, O�g 274 I� a �I I III �J- ECC, (TYP). SEE //DtL t, Si Ct5. SCALE' c 1' — 20' I P I I I I 20 0 1� 20 40 RIM-297A N DO ', I I I I 1 1 1 1 2• Rrcxl Roar I I EG 4.1 KEY MAP EG 294.0 ®I FOOTNG DRAINS ARE NOT SHOWN E�O��� EXCEPT AT THE FOUNDATION SPLIT AND:THE'CONNECTION POINTS T DRAINS !ARE M E SYSTEMEFOOTING DAR I R.O.W. LINE BOUNDARY / ST�RL REQUIRED: ' AROUND ALL CENTERUNE E 297.1 I — — EASEMENT LINE EG 289.0 292 ma�yy, 278 I,II� I I I ! I ' I III I 1 I 1"'F�'- 3W.� FlNISI OR ELEVATION I �t1 / I I I I I I 1 �( 310 EXISTING GROUND CONTOUR /I FG 21!1 \ r 280 \ 88 . EG 281,9 m ti RW-2778 \ \ 278 F 1p RfM-2n' 2e6 �,., ® EG .J f '\ N 276 F / 7 ® ` r 280 14 �� A F/C�2i 2�90 F� 4 FIG 269 RMt-zee e F O EG e33 RM-273 FG 269 F ® a ec 28 26 60 \f \v\ l AFC M5.3 O 4 FC ® F F 263.9 FO �jg . •� \ tes S L � aF EG 299" O® E 291.8 / �Faf `2g6 i¢ 1-293.8 / °�hr y70 >> ,--- PRONDE 42"HIGH 1 L .8 v S F RIM-26J 8 l } 4. L v r 264 _ I ® F t\ \ L ..� FG L �' s MATCH LINE, SEE SHEET C10 FOR CONTINUATION 1 89 I I I I I ;31p—� FINISHED GROUND CONTOUR Rsw2ee.7 II I�I,�1 �I III I o 11 I I I I I I I \� CATCHBASIN (TYPE 1) W/ ST LINE CATCHBASIN (TYPE 11) W/ ST LINE II fI II I I I I l I -t—ll� CATCHBASIN (SOLID UD) W/ ST LINE B" DOWNSPOUT TIGHTUNE WI DRAIN 6" FOOTING DRAIN TiE ROCI✓,'ERY IN CUP PER'DP1.�. 2� a ROCKERY RETAINING WALL WALL W/HT. 44HHA: T C33. 'ALTERNATE: � �3% +2C I Ii PER ,Dt. S(iT C3. ING WALL W/HT. 1 I 1 I I I 3' HIGH ROCK CATCHMENT FENCE 1 11 I III V-DITCH 1:12 ACCESSIBLE MATH HAND RAJL RAMP SLAB ON GRADE UNIT ® CRAWLSPACE UNIT II li''lol I l I l 1 & HANDICAP PARKING FC 2-78.3 SPOT ELEVATION FINISHED GRADE 7 I I I I I I I I I EI G 282 4 EXISTING GRADE 1 1 IIII I, III III I ® HEAVY DUTY ASPHALT PAVEMENT I I 11 I II I 111 III I �1 I I I I I I ASPHALT PAVEMENT IIII IIII III I III I III CEMENT CONCRETE ASPHALTIC CONCRETE SIDEWALK 1'i14 .1 II;IIII I11 4 279.0 -77�I I I ry 11 II IIII 1111 I, 11 II I'I I I III 1 275.9 BLDG ELEV. SPLIT IN IIIII. 'i 111 III I I I 1 1 1 I Record Dra in Certification ��ll ll11111'III� / These dra ' to the Canlractar's construction 1 records. ~ RHT C3P. N CUT p E: USE jei�/� ,SIiT C3�'3. ALIERN 1E: MSE I By. G NER Date (WALL PER DTL, TT CIVIL ENI91" �� Title/Position: I i I �tiI I I O I I I O' Confirmed by city II Dathh�i a PROJECT REF: FACOI-0016 ��i•/•f These Mons are iEUC,I (TYR) SEE I �' of Auhurn's Enginering�ddivision requirements with the City 1,. SHP C,15. Approved By. �1 Date Approved: I I- 3 Ian �0 Uj O 0 0D 1 0. Zz •• n 0 a o�ZO�X�m0 �M:LZL � 0U r-i bA ^, to c° h-�-I HD 94 aD �\ U (-PROJECT NO.. 04030 DRAWN BY: Dow ISSUE DATE: 06-04-04 SHEET REV.: 1I-16-04 DETAILED GRADING PLAN (EN DG 9, 10 AND PARKING) C9 HUD DWG # 13 10 u i 01 t31635 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN COMMENTS. MINOR PARKING : REVISED PER CITY OF AUBURN :REVISED TO SHOW RAVINE GRADING COMMENTS 08-20-04 DJW COMMENTS 08-25-04 DJW PARKING REVISIONS PER LANDSCAPING. 11-16-04 DJW COMMENTS. 11-16-04 DJW 03-02-05 DCW 1 t �71 \\ ti STA ,3+2t CONCRETE BA 4_ WITH CURB BEGI CONCRETE BANDS ` WITHOUT CURB A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST RETAINING WALLS: MATCH LINE, SEE SHEET C9 FOR CONTINUATION HEIGHT OF CONCRETE RETAINING WALLS AND ROCKERY WALLS SHOWN ARE MEASURED FROM FINISHEDOV ®�� Q 49 DTL � SHT 2-FOOT IC EXISTING TRADES AT THE TOP AND BOTTOM OF 71/T WALLS SOME WALLS HAVE A 2-FOOT tlCi CATCWIETVT OR A 1-FOOT NIGH CURB ON TOP. THESE ARE DEPICTED AS A +ZC F \ O FG F 2F( / ECG, TYP .'. SEE ORA +I FgLONNYG`THE gRCLED WALL HEIGHT NNE FOOTINGS OF ALL WALLS MLL EXTEND F .`C15. QW' THE LOWERFRKSHE'D GRADE RESULTING RI A CONSTRUCTED WALL TALLER THAN THE ,W-258.7 � HEIGHT OEWCIED ON THE GRADING PLAN. 9N WALLS ONO Tiff WEST SNP OF,THE NORTH BENCH: 20 q�.�pp µ F r - \ / rn I THESE =,so INCLUDE A I -FOOT M(H CURB IS LOCATED ABOVE THE FINISHED GRADE ON THE RiM.257.e 9. ,� N L� RUN. l \ E�ASTERI.Y'SIDE OF THE WALLS. SEE SMUCTURAL SCHEDULE FOR CONSTRUCTED WALL HEIGHTS. ®h0)• I\` IN SOME SECTIONS, THE GRADES ON. BOTH SIDE OF THE WALL ARE EQUAL AND THE WALL IS 6S / YYY SNONN LWLY YCR 1HE PURPOSE OF PROVIDING A ONE -FOOT HIGH CLIMB BARRIER FOR ERRANT ER _F F N \ Jcl__�` h/ yt \ / ALONG THE ENTIRE NEST SKE OF THE NORTH BENCH A. 41' HIGH GALVANIZED CHAIN LINK 'OS 1 / FENCE IS LOCATED ON 'TCl° OF THE i-FOOT NIGH CURB AT TIff TOP OF THIS WALL TO ACT AS / a `k� A PEDESTRIAN BARRIER. SIT CIVIL. SEC77ONS AND DETAILS. \�(•,s 25 7' "F ® I N w S ALONG Tiff EAST WE OF 907H NORTH AND SOUTH BENNK$.- .WALLS INCLUDE A 2-FOOT MQl ROCK D DAMAGING P PREVENT -ROCKS AND OTHER oE&Pls TR7oN ROLLING DOWN iNE'TNLLSIOE,Ar'� DAMApNC PROPERTY BELOW. „ 2 N �g T - - / NWORE IRETTI WN WAiJ �A S T A...TwO_FOOT fR(7I CHAIN LINK ROCK CATCFI4ENT ^ '\ FOB.. - ... �` - '• CONTRACTOR W VERIFY 111I HEIGHTS FOR CONSISTENCY WN711 PLANS... _ - 25 -- kS4Qr'�TTO L-ONCRETE RETAINING WALL SEE \ -- -252 -. Y DTLSe SHT C34. ALTERNATE: SEE slRUcn/Ru. sCNEnuuLE�Far-cdvsTRUc�o wut HEIGHTS. v 250 _ USE WALL PER DTL, SHT C33 Gµl1 _ _ 248 THE TOP OF THESE WALL$�TO ACT AS A FENCE PEDESTN��ARRIE'R. SEE OWL 7 SECTi�vND AT - F0077NG DRAINS ARE NOT SHOWN DLTAis. - �� • - 1 \ - - EXCEPT AT THE FOLINDA77ON SPLIT _ AND THE CONNEC77ON POINTS TO THE GUARDRAILS: . \ • 10 \ STORM SYSTEM. FOOLING DRAINS A42" TALL FEN61F OR GUARDRAIL TO BE INSTALL 0 .ARE REQUIRED 'ALL AROUND L ALONG WALK OR OTHER WALLS WITH ORE THAT Q \ BUILDINGS. A 30" HIGH DIM FFERENCE IN ELEVATION. +Q'F - • \ (TYP). DTL /'I SHT CI5:1 HANDICAP ACCESS RAMP PER CITY OF AUBURN STANDARD - ---- '- 1- 6' PERFORATED ° �\ DETAIL TRAFTLC=25 PC UNOERDRAIAT AMOUNT OF FILL \ \ \ • MAX. 10' VERTICAL '=\ ` .,\ g4 ABOVE EX. GRADE -. - \ ----- INTERVALS. SEE - k�... ... ��\` (T�•) (D ''� \\� � . +2'C SHEET C14E 5OLF 8a PERF. "tom \ ' - -- __ - \ 3 +2'C PVC LEVELADER \ \\ +8"F \\ \�\ ,- \ �.4 +2"C 20 .- . CONCRETE RETAINING WALL SEE -. } \ � x •0 D"SHT C34. ALTERNATE: SOIL - - - ELEV.�238.0 \ \ \\ 1 QS x2 - , L0T2 (SP2003 8" PVC MANIFOLD (TYP.) '\\ .:- .. _..._ ''.. qi4.... Ye , '® ZG - NAIL WALLPER -DTL, SHT C33 n SCALE :1" as 207 20 0 10 20 40 -- -- c— _ \ 89 45 IN 1 "F `m �x.. „0 — LOT 2 i� G — — CONSTRUCTION LOT i SEQUENCE - \ \ � `Na` for Ravine Grading below Temmm View Boulevard \ \\\ 230. \\ (n �'Hr Z 1. FLAG UNITS OF CLEARING AND GRADING. \ LOTI (SP20O.Sg70T5003) 2.INSTALL ORANGE CONSTRUCTION SAFETY FENCING 650 LF SILT FENCE PER OIL, SHT�� \� - ALONG PERIMETER OF WETLAND TRACT. - C2. INSTALL ALONG -TOE OF F11"C t 3. INSTALL SILT FENCING AT TOE OF PROPOSED FILL AREA MARKED BY WHITE -FLAGGED' \ 22p^ \\ - _ - ��.. 10+2�'. SLOPE. LATH IN THE FIELD\\ \\ • +9'F 'J 4. CLEAR AND GRUB WORK AREA. -PERF.-PVC- 5. PREPARE GRADE BENCHES PER THESE APPROVED \ LEVEL SPREADER PLANS, ENSURING THAT ALL ORGANIC MATERIAL IS \ ELEV:>.216.0 + \\ \ REMOVED AND BOTTOM OF GRADE BENCHES ARE CUT INTO FIRM STABLE SOILS. GRADE BENCHES M \ _. \\ \\CA APPROVED BY THE SOILS ENGNEER PRIOR TO ]� PLACING ANY FILL. 6. INSTALL 6-INCH PERFORATED PVC UNOERDRAM/5, \ + B-INCH PVC MANIFOLDS, AND RIP -RAP OVIFALLS ASSHOWN. \ \+6•FI N • 7. PLACE FILL AND CONSTRUCT BENCH AREAS AS SHOWN ON THESE APPROVED PLANS. ALL GRADING \` p, \ \ N 7E G WORK TO BE DONE UNDER THE DIRECT SUPERVISION J///\ �� \\ I GUTTER fjEGIN OF IHE SOILS ENGINEER. WETLAND TRACT BOUNDARY \ \ \I CONCRETE BA B.C� OESEED ENTIRE WORK AREA MMEDIA7ELY UPON \ \ CURB A TION. V 11-06� 9.IISTALL JUTE MATTING ON ALL 2.1 SLOPE AREAS. \\ .\\ 1 \\ - 22B IoALL 2:1 E L SECOND APPLICATION IN IN H INSTALLATION EO ro SLOPES FOR UNDERDRAIN MANIFOLDS ALL 2.I SLOPE AREAS FOLLOWING INS7AUA1KM/ OF 0 BE ESTABLISHED IN THE FIELD. �. _ -� • �I. O1 JUTE MArm4c +10"F ICAP RADA HANDL RAMP REQUIREMENTS 26 N RAMPS HAVING SLOPES STEEPER THAN I VERTICAL TO 20 �' I HORIZONTAL SHALL HAVE HANDRAN.S AS REQUIRED FOR STAIRWAYS, EXCEPT THAT INTERMEDIATE HANDRAILS AS _ - I 1 / REQUIRED IN SECTION 1003.3.3.6 ARE NOT REQUIRED. HANDRAILS SHALL BE CONTINUOUS PRONGED THAT THEY SHALL NOT BE REQUIRED AT ANY POINT OF ACCESS ��N- ALONG THE RAMP, NOR AT ANY CURB RAMP. HANDRAILS W� TLAND �1ro r\ACT $REEL B PERF. PVC SHALL EXTEND AT LEAST 12 W404ES (305 UM) BEYOND - LEVEL SPREADER I o I 1 02.0 TTO O 6C7 HSS 12MI), OR A`ED RUN LESS f THAN OR ORAFOUAL THE TOP AND BOTTOM OF ANY RAMP RUN. ELEV.E SPREADER I RAMPS HAVING A RISE LESS THAN OR EQUAL. (( )) 6" PERFORATED PVC UNDERDRAIN (TYP.) I • / F I / I I I ' RA�� IyALK NN �\ N�� ° • � i � TO E LEVEL \ ECC, (TYP). SEE DTj..jf, SHT. Cis. M - CONNECT STRIP DRAINS ON POOL DECK TO AN. v / CANC. WHEELSTOP u iOr'� S WER'SEE SHT C40 1 ' (T .). SEE DETAIL. f2, .SHEET C15. 2' WADE CONCRETE . (TYPICAL) PER D PER DETAIL #71 SHEET CONIC. RB k GU TITER ) (TYP.) SEE DETAIL. ,j2, S EET CIS. 0 f�I I b I 0 00 I1ee.ae EK7ERMP IW5 INSTALL AT MAX. 10 VERTICAL INTERVALS.: EXPOSED RAMPS AND THOR APPROACHES SHALL BE SEE SHT C14E CONSTRUCTED TO PREVENT THE ACCUMULATION OF Y47ER ON WALKMG SURFACES. I / l 4 10 w iN Y PGR77EPROTEHE EDGE '�` / I � ) ANY PORTION OF THE EDGE OF A RAMP WITH A R i , E C14C ' 1 'r O GREATER THAN 1 VERTICAL MI TO HORIZONTAL,4)ABO Q4 LANDING / / /� 'V / T I WINCH IS MORE THAN )f INCH (I.WM) ABOVE THE � / / / � , / O� 11. � r ADJACENT GRADE OR FLOOR SHALL BE PRONGED WIN EDGE INSTALL 280 LF OF / / / � G / ti I N C PROIECTIOY IN ACCORDANCE WIN THE FOLLOWeRG: ORANGE / + .! ti� I ty 1. WAUS AND CURBS. KNEW USED, WALLS OR CURBS SHALL CONSTRUCTION SAFETY 1. / ' � / �/ •+#"F BE NOT LESS THAN 2 INCHES (51 MM) W HEIGHT ABOVE THE FENCING ALONG EDGE i SURFACE OF THE ACCESSIBLE ROUTE OF TRAVEL. Oi WETLAND TRACT / ,� �.�- DETAIL.lI O O D 2. RAILINGS. WHEN USED, RANJNGS SHALL COMPLY M7H lABC Y ' s+ , FOR 1`YPICAL C MARKED BY / 1 //' o `I C 1ry CHAPTER 11, SECTION I106.8.5 AND ALSO SHALL HAVE ONE BLUE -FLAGGED LATH + // / ' •:+ / AV I OF TIE VIERMEFOLLOWIA FEATURES M STAKES IN THE FIELD' 2J AN INIERMEDIAIF RAIL MOUNTED I7 TO 19 INCHES (430 TO 48S W) ABOVE THE R OR LM10MG SURFACE, bR 2.2 A GUARDRAIL COMPLYING W11i/ SECTION 509, MATCH LINE, SEE SHEET C11 FOR CONTINUATION / FG 141..5 �FG 241 9 \-r { 4P � 1 } l 101 y i / KEY MAP LEGEND BOUNDARY / R.O.W. LINE CENTERLINE - - - - - - EASEMENT LINE FF- 3MO FLASHED FLOOR ELEVATION 310 EXISTING GROUND CONTOUR -310--� FINISHED GROUND CONTOUR CATCHBASIN (TYPE 1) W/ ST LINE �- CATCHBASIN (TYPE II) W/ ST LINE —� CATCHBASIN (SOLID LID) W/ ST LINE 4 -J 6" DOWNSPOUT TIGHTUNE W/YD DRAIN 6' FOOTING DRAIN TiGHTUNE z a ROCKERY RETAINING WALL W/HT. ®C CONCRETE RETAINING WALL W/HT. 3" HIGH ROCK CATCHMENT FENCE V-DITCH 1:12 ACCESSIBLE RAMP 1WTH HAND RAILS ® SLAB ON GRADE UNIT ® CRAWLSPACE UNIT HANDICAP PARKING FG 278.3 SPOT ELEVATION FINISHED GRADE ,/—EG282 4 EXISTING GRADE HEAVY DUTY ASPHALT PAVEMENT ASPHALT PAVEMENT CEMENT CONCRETE _.._. ASPHALTIC CONCRETE SIDEWALK 279.0 275.9 B DG ELEV. SPLIT REVISED Record Drawing C tificotion These drawings c e Controctor's construction records < By. GRF Ifiq DataI TIWe/Position: CIVIL ENGINEER Confirmed by CitY ef— DatejZjI"07 11 SEE DTL. /6-g SHEET 1/ C15 FOR TYP. PARKING/ 1 PAVING SEC77ON i1arM!]a PROJECT REF: FACOI-0016 31 bfos-7 These plans ore "approved" for confortnonce with the City of Auburn's Engineering division requiroments. Approved By. Date Approved: 3to to ui ODD WO O 'a 2 o Q3 0 00 00 U Zz .. � ta�_Cf JI-Z..,,..mW OZOtO Xif) m0 VAaJ yy� > 0 u, �. U0 00 wA W U VJ � Z cW LL C U Q Q N W sR ILA X / 2t ILL WW N N Q W H ° H illOf PROJECT NO.: 04030 DRAWN BY: DCW ISSUE DATE: 06-04-04 SHEET REV.: OG-02-W DETAILED 0PADM PLAN (BL 3M 8, CLUF*-IOU9E AND PA W NG) C10 HUD DWG M 14 07D I $9e a REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN COMMENTS. MINOR PARKING : REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW rnuuFNTC nR-95-nA n.IW PARKINr RFVIVnNC PFR I ANnSCAPwr 11-16-nA n.1W rnuuFNrR II-IA-OA n.IW A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST MATCH LINE, SEE SHEET C9 FOR CONTINUATION 0 F 4 v EEC,(TYP) ,SEE ` O brL llr1, SHr ;C15. RETwI�" NIVO. WILLS: ` !-�' F 4. F \ H T.�OF CC4/OREIE RETAWIN WALLS AND ROCKERY WALLS SHOWN ARE MEASURED FROM 2387 qqCpM1 G - � `+�.. (0 � \ � FINSHK'D OR`EXISiIVG GRADES AX THE 70P AND BOTTOM OF iME wM1S. SOME WALLS HAVE A 2-FOpT CATCHMENT OR A I-,FGOT HIGH CURB ON TOP, THESE ARE DEPICTED AS A +2C F 4- F ® RHM-2B3.8 ` ' OR AI I FIOLLOWGNc THE CIRCLED ALL HEIGHT. THE FOOTINGS OF ALL WALLS WIL EXTEND ' ''F ` PoA"257.8 . F� _ THE LOWER FEMSHEO GRADE RESULTING IN A CONSTRUCTED WALL TALLER THAN THE HEIGHT OEPIC9E0 ON THE GRADING PLAN. �fyn wALLs ALONG 7F�[ HEST SIDE THE NORTH BENCH: �M wJ ® ` VIEV WILLS. INCLUDE A I -FOOT HIGH CURB IS LOCATED THE FINISHED GRADE ON THE "� \, ` i EASTEAI.Y SIDE pF T K WALLS. SEE. STRUCTURAL a F� CONSTRUCTED N61LL HEIGHTS. RN-2538i= /FE�G25�E�.�a 1 '* S0W,$ECI= THE GR S ON BOTH' SIDE OF THE WALL. EOUAL AND THE WALL IS N -. SA( NN ONLY FOiP THE PUWPOSLtOF PROWDWO A oNE-FOOT Him CURB BARRIER FOR ERRANT _ « OR71f \ Y� ZS ALONG If4LrTWE REST SIDE OF THE.. NORTH BENCH A 42" HIGH GALVMpZEDr�AW LING SCALE 1" - 20' v IF • .FENCE IS LW?11E0 Gj T(1P 7P1[ I FO)T HIGH CURB AT THC TOP OF. THIS WALL TO ACT AS -2 i , '�q �' N A PEDESTRIAN BONER. �CIWL SECTIONS ANP-QETAILS _ 0 5 � _ - �. WALLS ALONG THE EAST SIDE OF BOTH NORTH AND SOUTH z D 10 zo aD HIGH ROCK AND •bEBR15 S.ROLUNG DOWN THET HILL C DAMAGING PROPERTY BROW.BEZ&ROCKS A- ✓OTHER _ RR}a� SET WALLS A . A TWO -FOOT HIGH CHAIN LINK ROCK CATCHMENT `, •A� �° - 25� -_.� V IS OWN FOR TINE SAMENO PURPO� o 250 CON?RACTOR TO 1ERIFY'WALL HEIGHTS. FOR CONSISTENCY WIN PL4S--- _ _... F - - +3 \ _ \ - .\ �` \ 248 FOOTING RAINS ARE NOT SHOWN WWALLS ADJA4�NT TO BUILDINGS: Q A WAuS ARE LOCATED CENT TO BUILDINGS TO RETAIN YARD OR ROADWAY AREAS, PROVIDE 12" CURB AND F F C EXCEPT A THE FOl7NDA17ON SPLIT TH€Y'ROMUDE A f-FDOT'HNGHHcARe LOCA»m ,ABOVE THE FINISHED GRADE ON THE UPPER SIDE 42"-HIGH GALVANIZED -. ti AND THE CONNECTION PANTS TO THE OK TTiE,_WALLS. SEE 3TRUCTURAL ALE FOR CONSTRUCTED WALL HEIGHTS CHAIN ..LINK -FENCE . - m F4* \ \ - oa�.._.-- \ 240 ST(ZM SYSTEM. FOOTINGiDRAINS A 42' Is LocaTED ON TOP OF THE I-Fool-HKxH AT ARE RED BUILD AROUND 'A L � L THE TOP A` WALL CYO ACT AS A. PEDESTRIAN BARRIER:- SEE HE F607HI$ APi BUILDINGS. DETAILS _ - -. STA 3+21 - _ END 2' CONCR'ETE BANDS WITH CURB - - -- x� . • V -SEE - - _ BEGIN 2'iCONERETE-BANDS WITHOUT CURB 'ECG,# Dll,#TYR) ((i, SHE C15 EUARDR AILS -- A 4P-1ALL FENCE OR GUARDRAIL TO BE INSTALL - - ALONG WALKS OR OTHER WALLS WITH MORE THAN TIIFFERENC€ _ -., -- CONCRETE RETAINING WALL SEE A 30" HIGH, _ /T�� � - - IN ELEVATION.-- _ , -D TLS- SHT C34. AL-TERNA TE' - 4' HIGH_ FENCE- '- — MSE WALL-PEk-DTL, SHT C33 -- -- �� f +2'C \4 +2'C ,C CONCRETE RETAINING WALL SEE --- LOT2 (SP200307075003) - `\ x2 �0 Q�DTLS. SIT C34. ALTERNATE: SOIL kZ ZG NAIL- WALL --PER -DTL, SHT C33 N 89'2845" W > .� F 'w� ./�'�. ,C.. A 5 ,2C 4 �o LOTi SP200307075003. - 1?Ja r . ��, ,r . O+2: RAMP SIDEWALK DOWN--' TO STREET LEVEE ..., ADA HANDICAP RAMP REQUIREMENTS RAMP PER \ n06:e.o "ANORAK _ CITY OaR BURNS CITY OF STANDARD RAMPS HAVING SLOPES STEEPER THAN I VERTICAL To 20 - ._ D 0AFFIRN .. QEYAIL. TR•AFFIF-25 HORIZONTAL SHALL HAVE NANDRAILS AS REWIRED FOR STAIRWAYS, EXCEPT THAT INTERMEDIATE HANDRAILS AS REQUIRED IN SECTION 100.3.3.6 ARE NOT'REOUIRED. HANDRAILS SHALL BE CONTINUOUS PROVIDED THAT THEY STA 11+27\ SHALL NOT BE REQUIRED AT ANY POINT OF ACCESS ALONG THE RAMP, AT ANY CURB RAMP. HANDRAILS `, END CONCRETE CURB AND GUTTER .NOR SHALL EXTEND AT LEAST 12 INCHES (305 MU) BEYOND 'BEGIN 2' CONCRETE BANDS WITH,CURB '' I ' TW TOP AND BOTTOM OF ANY RAMP RLM... FxCEr770N: RAMPS HAVING A RISE LESS THAN OR EQUAL TO 6 INCHES (I52 MM), OR A' RUN LESS THAN OR EQUAL ' GLITTER. CONCON C. CURB &GUTTER. E DETAIL,. TO 72 INCHES-(1830 MAD), .NEED NOT HAVE HANDRAILS. _ 1166,5 6 EXTERIOR RAMPS - EXPOSED RAMPS AND THEIR APPROA04ES' SHALL BE CONSTRUCTED. TO PREVENT THE ACCUMULATION OF WATER ON WALKING SURFACES. -1106.B./'EDGE PROTECIIQN ANY PORTION OF THE EDGE OF'A RAMP WIN A SLOPE GREATER THAN I VERTICAL IN 20 HORIZONTAL. OR LANDING /- WHICH IS MORE THAN B INCH (TJMM) ABOVE ITE ADAC04T GRADE OR FLOOR, SHALL BE PROVIDED WITH EDGE ' PROTECTION IN ACCORDANCE WIN THE FWOWING: • ,- L WALLS AND 'CURDS VIEW .USED WALLS, OR,CURBS SHALL i BE Nor LESS THAN 2 INCHES (51 MM) IN HEIGHT ABOVE: THE SURFACE 4F THE ACCESSIBLE. ROUTE OF TRAVEL. 2 PAIUNGS. WHEN USED, RATINGS WALL COMPLY WHIM UBC '.. CHAPTER II, SECTION 1109..8.5 AND ALSO SMALL HAVE.ONE i 4e , OF THE FOLLOWING FEATURES: 2I AN INTERMEDIATE RAIL MOURTEO , 17 TO 19 INCHES l (430. TO 485 MM)"ABOVE THE RAMP OR SURFACE, OR 2.2 A GUARORAK COMPLYING WITH SECTION 509. I , r 1 M I CI 4 10 n SEE DETAIL /4, SHEET CIS v �I 'A; / l ¢ -n �I FOR TYPICAL SECTION OF 'r . TERRACE VIEW BLVD. 0 MATCH LINE, SEE SHEET C" FOR CONTINUATION 6ONNECT STRIP C ON POOL DECK T R ' SEE SHT I k I _.. E, ; (TYP). SEE D7{1, SHT C15.. AN. CONC. WHEELSTOP (TYP.). SEE DETAIL. v #2, SHEET C15. 2' E.CONCRETE BAN (TYPICAL) - PER DETAIL #7, SHEET C11. \ KEY MAP LECUEND BOUNDARY / R.O.W. LINE CENTERUNE EASEMENT UNE FF- 3MO FINISHED FLOOR ELEVATION 310 - EXISTING GROUND CONTOUR _ 310--� FINISHED GROUND CONTOUR ­-0-- CATCHBASIN (TYPE 1) W/ ST LINE CATCHBASIN (TYPE 11) W/ ST LINE CATCHBASIN (SOLID UD) W/ ST LINE— ®�— —I— — 6" DOWNSPOUT TIGHTUNE W/YD DRAIN 6" FOOTING DRAIN TIGHTUNE 2 a ROCKERY RETAINING WALL W%MT. 3 +2 C CONCRETE RETAINING WALL W/HT. „x 3' HIGH ROCK CATCHMENT FENCE V-DITCH RAMP WITH HAND RB LS ® SLAB ON GRADE UNIT ® CRAWLSPACE UNIT HANDICAP PARKING FG 278.3 SPOT ELEVATION FINISHED GRADE EG 202.4 EXISTING GRADE HEAVY DUTY ASPHALT PAVEMENT _- ASPHALT PAVEMENT CEMENT CONCRETE " ASPHALTIC CONCRETE SIDEWALK 279.01 BLDG ELEV. SPLIT i Rec11ra'g Cert'ficotiGm ThecantotheContractors construction y DlE �^ oateldi7�a6 Title/Position: `' I Vll EN6lNEfR Confirmed by City 5-- Date-L=jS_M SEE" DTL. /B-j, SHEET CI5 FOR TIP. PARKING/ PAVING SECTION PROJECT REF: FAC01-0016 /$K �e These pions are "approved" for conformance WRA the City of Auburn's Engineering division requirements. Approved By. Date Approved: r M We a G a_ 3 � W ` S N / ZW LL W WNN N Q wQ C6 Lw- cN LL �N;Cy HYN Q I.I.I It m g a I— 2 0?Nd PROJECT NO.: 04030 DRAWN BY. Dow ISSUE DATE: 08-0+-04 Ill SHEET REV.: 11-10-04 HUD DWG M 14 O�D18960 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN COMMENTS. MINOR PARKING :REVISED PER CITY OF AUBURN :REVISED TO SHOW RAVINE GRADING COMMENTS 08-20-04 DJW COMMENTS 08-25-04 DJW PARKING REVISIONS PER LANDSCAPING, 11-16-04 DJW COMMENTS. 11-16-04 DJW 03-02-05 DCW A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST CW 2.2 A GGAKWAIL LXMILYING WIH b'L(.'IILW -U9. .... _ � u WETLAND . TRACT BOUNDARY ' I _ -- - j+� CONC. CURBER.-� (T`t?-)-SErDErAiL. 02. _ ti by ,_ •��� �a a/ r- �, i SHEET..C15 s i / / k PEM — __ CONNECT TINE DRAIN b� \ • i ". - _ _ _ _ / / / TIGH RIB 0 EXISTING �; " gpPp►prr wee I8",MITERCEP ER/W1TH- SEE DETAIL #4, SHUT C15 / ' - � i'i � ' / �i / _ �C� FOR... TYPICAL SECTION OF / / /' ! - / / / �, !� / / TERRACE -MEW BLVD. 22,3�py� RIM 2ji 42" HIGH, GALVANIZED-24e, d5. / - 3 C CHAIN LINK PEDESTRIAN / / �'/'` F - /� / SAFETY FENCE, / a RN-23. / / Q� 247. _ 7g .1•„ A J7.e 2 / / MA1-247 9 i / l E F I I , F / 1 � - \ F ®i � / 1 DOeN�T KHTLNE II 24 n F 24 a CONNECT /101071NG DRAIN a 2d F ., 11GHTLIN�`TOEXISTING UNDERDN' ' N MANIF04D JI I`WWI V , 240.1 �IAI E RW-246 250.0 ® \ s.. ' 00 42HIGH,I GALVANIZED 1 :.I FG 244 //" : ✓fc z4- q"' I - a, I. \ ' I � CHAIN LINK PEDESTRIAN � L -I - ` \ -._// /�� i i CONC. W1•IEELS P---g.,, !I i SAFETY FENCE i --F-au ® _ FG 48� /'' ;ry//' /'" SEE QIQTAIL, t- 1I FG 239. I f.� , ..� I / I FG 2 \. •4 I / � /�� / pp N 'irrrr F 1 I yy a 3 1 �' ��r I I '30.e� �• I 1 �y F 1 ' `. j ECCy ). SEE I 4 E� z's "Ij i �' I 'I r — t}.. sus CI FG 2J. I arrrr I 1 1/ N Ir, 1 1 1 FG I LA 1 10 I FG 24 FG 249.2 I p MAW -, tn 1 I I 1 7 } I MATCH LINE, SEE SHEET C12 FOR CONTINUATION MATCH LINE, SEE SHEET C10 FOR CONTINUATION A / / / � RI4-244. i V� 'V YL/" u 244.4 F \\ T r �p \ RIM-250. /. i o`er ti END 2' 4Di / 6ANDS1If141 i a / / / / / / rG 2 ' \ f nn,lUrtnµ.J - \l / / / / / .: FG 53. / �f a KEY MAP LE-0END \� RIMe24➢.5 � / -�— BOUNDARY / R.O.W. LINE F = +2'G - � RW EASEL LINE EASEMEN'f LINE 3MO FINISHED FLOOR ELEVATION 7 310 - "EXSTING GROUND CONTOUR _310-- ` FINISHED GROUND CONTOUR ' - 4 2'C -' a CATCHBASIN (TYPE 1) W/ ST LINE "GAATCHBASIN (TYPE II) W/ ST LINE CATCHBASIN (SOLID LID) W/ ST LINE T t-- 6' DOWNSPOUT TIGHTUNE W/YD DRAIN 6' FOOTING DRAIN TIGHTLINE ;C '"ROCKERY RETAINING WALL W/HT. 3 +2CONCRETE / RETAINING WALL W/HT. 3' HIGH ROCK CATCHMENT FENCE CONCRETE RETAINING WALL SEE � _ V-DITCH / r ' D,TLS. SHT C34 ALTERNATE: SOIL, ' NAIL, WALL, PER DTL, SOT C33�" l����%� ��� �j}{ HAND +2C/ - ® SLAB ON GRADE UNIT C15 ® CRAWLSPACE UNIT I FOR T1'P PARKING/ HANDICAP PARKING SECTION - I FG 278.3 FINSKEDPAMN GRADE SPOT ELEVATION 1 1 EG 282 4 EX,,T,NG E%ISTING GRADE SCALE: 1' — 20' 2824 f HEAVY DUTY ASPHALT PAVEMENT I 20 i p Ip 20 aG --, ASPHALT PAVEMENT 1 +2 C llLAM— CEMENT CONCRETE 1 l� FOOTING DRAINS ARE NOT SHOWN" ` ASPHALTIC CONCRETE SIDEWALK 6XlrERT AT ;THE FOUNDATION SPLIT L� " Af�D. THE CONNECTION POINTS TO THE 279.0 ;STORM SY�TEM. FOOTING DRAINS ARE REQUIRED AROUND ALL 2759 BIDG ELEV. SPLIT BUILDINGS. KLVI U Record Draw g C ti 'cation --� Thesle drawin to the Contractor's construction 1 recdrds. _ 4 +21C Byi GR G A, DIENER Datel 1 CIVIL EKGNEER Tkle/Position: GUARDRAILS: Confirmed by City:e.-E— Date1j� A 42" TALL FENCE OR GUARDRAIL TO BE INSTALL ALONG WALKS OR OTHER WALLS WITH MORE THAN A 30' HIGH DIFFERENCE IN ELEVATION. PROJECT REF: FACOI-0016 3�3/Ocf y These plans are "approved' for conformance with the City of Auburn's Engineering division requirements. Approved By 1,4 Date Approved: EXPIRES: MAY 6, 2005 3 LO Cd00 uj 0 O >3 2 0 a o OD 00 W ZZ..5 6P J�WN NV5Z Hz. W Oro Z Q X N N W U vIrL,LLL U I— W a � U Q Q N M m 8 R 2 U�D LL W WINO W¢g 3 FYWN mOmag�z F— LL U N 'PROJECT NO.: 04030 DRAWN BY: DC'W ISSUE DATE: 06-04-'04 SHEET REV.: 03-02-M DETAILED OPAI:)M PLAN (BLDCI 4, 5, 7, AND CLUBHOUSE PAFW&%a) C11 HUD DWG 4 15 J 07DI I9960' REVISIONS: REVISED PER CITY AND COUNTY ;REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN COMMENTS. MINOR PARKING :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMFNTS OA-95-04 n.IW PARKING RFVISI(lNS PFR I ANOSCAPIN(;. 11-16-04 0.1W COMMFNTS. 11-16-04 O.rw A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST J i CONC. CURB ¢-Ga#TETf ' 190 ( }-S DETAIL. /2,. v ET. C15. - tz- y% mac, � / - .. � .�- IN NC DRAW .�� - ��� - / -� / / i % / / i GH I F0TOEXISTING I8",fNTFRCEPTER"WTTFJ- ' / CLEAN SEE DETAIE-#4, SHEET C15 � T A / FOR TYPICAL SEC77ON OF , -TERRACE-MEW BLVD. FG EG 239 AIM-2J7. Nry RIM-246.9 F f2-- HIGH, GALVANIZED /i %' ,fig. / ® •! � y;HA1N LINK PEDESTRIAN tij` Fc 21 .d o v!1 SAFETY FENCE,, FG 24&3 p�ww-247.r RIM-237.8 j F .2�za 0 / ® ® c 24 R9h % i / l / / / / % �•� /i/_•y 4^J /O 247.9 .9 FG 39.1 0 1` 1 D �� /- F 0 ® ,� F I I III I � T'nH! A R 240 / IM-237,8 /� 1 j l l I I I ,I I 24 ElLn II l i 2A 4 L° aN iiH 1 F 29.4 WII-246.7 EJ 250.0 FG M L �42� HIGH,. �G24 Y G LVANIZEb gilt-, C 2 r'%/ �, / ! CONC, NHEELS ��11 / -CHAIN LINK WEOESTRI�N F - -- - � / / /p / (T1P. SA�E'7Y FENCE I r c 240.0 ®FG 249.9 r "�! I J •FG � 7. F I I r r r I F 6 l I 9/03 IIII I ��I I�I�� III I� n � E4C ( ). SEE -� PG 240.0 F ,I I I+-----� '� � �l � �- TJ1,/1, T. Cl N I ' 'I"a FG 219 i I I I i I s ,O � 7 oo; �240 \ III I I I l I I .�0 ..� , O F FG 249. FG 2492 G249�1 _ II II �IIIII Illlil�llii ® I I it 4 38.9 I I- Ii I jI jI IIIIIIII I ® <I I I -- i i I' II I I r J �1 C 2b.9 'n 4 / 11 I j I I I I 6 TI - -� I I �, I I III ; i � L �6 N� �_, • 1 � ` MATCH LINE, SEE SHEET C12 FOR CONTINUATION PF p 7;� SHEET 12 .,a -In DEC. SEE -_ A .PLANS FOR/ \ DETA 40 wx C01 \\ j BANDS. (TY SHT C34. ALI PER DTL, SHT 2A2 1 � LF r n \ � 44. / RIM-244.I (�•� / FG 254.3 6/4 / > ryh �} J / LEGEND EG 18 HANDRAILS , KEY MAP F F , RnJ-2495�. BOUNDARY � R.O.W. LINE FG ZU.Z +2'C CENTERLINE' Y \ EhIFT 2 .�" BANDS 250 4 +22C/ !I� , R / GppJJe'REr� RETA00IING WALL .SEE DTLS; SHT C 4.: µTERNATE: SOIL ; /JAIL WALL 17 OTL, S64T C33 r- 4 +2'c/ SEE DTTLg5: SHE C15 FOR TYP. PARKING/ / PAVING SECTION SCALE 1" = 20' 20 0 10 20 40 +2.0 FOOTING DRAINS ARE NOT SHOWN l 1 XT AT /THE FOUNDA77ON SPLIT EP E CONNECTION POINTS TO THE ISTORM SYSTEM. F0077NG DRAINS 252 / ARE ? QUIRED AROUND ALL BUILDINGS. i GUARDRAILS: A 42" TALL FENCE OR GUARDRAIL TO BE INSTALL ALONG WALKS OR OTHER WALLS WITH MORE THAN A 30" HIGH DIFFERENCE IN ELEVATION. EASEMENT LINE ,, - 3MO FINISHED FLOOR ELEVATION - EXISTING GROUND CONTOUR .310, _31 FINISHED GROUND CONTOUR �-�--" CATCHBASIN (TYPE 1) W/ ST LINE "-- -�}--� GATCHBASIN (TYPE II) W/ ST LINE CATEHBASIN (SOLID LID) W/ ST LINE - - 8' DOWNSPOUT TIGHTUNE W/YD DRAIN d 8- FOOTING DRAIN TIG4TUNE - -'ROCKERY RETAINING WALL W/HT. 3 CONCRETE RETAINING WALL W/HT. -<x 3' HIGH ROCK CATCHMENT FENCE ��Vyy-DITCH RAMP YII1H HANDS RAIL SLAB ON GRADE UNIT ® CRAWLSPACE UNIT HANDICAP PARKING FG 278.3 SPOT ELEVATION EXGRADE �2 4 E%ISTING STING GRADE HEAVY DUTY ASPHALT PAVEMENT ASPHALT PAVEMENT CEMENT CONCRETE ASPHALTIC CONCRETE SIDEWALK Record Drawi g Certification These drawls can to the Contractors construction r9 8� GR IENfR Date Tpl1e/Pagitian: CIVIL ENGINEER Confirmed by City. el. Date 1 BLDG ELEV. SPLIT PROJECT REF: FACOI-0016 These plans are "3pproved" for conformance with/the City of Auburns Engineering division requirements. Approved By. Date Approved: 3U) I'Suj OD Q Q OD w 0 3 �?..0 _i7 J F__ � Z ozookomU aa:.,IL'�3 �L rJ U � p0 PROJECT NO.: 04030 DRAWN BY: DOW ISSUE DATE: 00-04-04 SHEET REV.: 11-16-04 DETAILED GRADMVG PLAN (BLDG, 4 5. 7. AND CLUBliI U PARCNG) cil HUD DWG M 15 i c)7D1895 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 08-25-04 DJW COMMENTS. 11-16-04 DJW - - -• ""' ' '���� ANI J 6, TOWNSHIP 20 NORTH, RANGE 5 EAST .tea MATCH LINE, SEE SHEET C11 FOR CONTINUATION I "11 � III I I III II � � I I I I I FT. GRAIN nGHTIINE cWo I '* i I I I I I I I I I I F 2 4 a, ��o �� l I I I I I I I I I I I I I I I I DA� SPg1T AG�III/NE-2 I'lr B ?y 4 I I 1 I I I I I I7, J47 ® I g I I I I I I I RM-24Le WALLS ;IIIII I j 1 'IIII III / II ! f r.N l III _® F I N__ 1 ? I 72Pa-I rf GAND BO T 1F�' MIALLS LAPIWA� 1£ I I I I I' I I I III • a f- _ __.__.__- � &_00 - _ TE s Or sAE �""u H�C"r.e�*A FOuIIII IIII I 4'-{�-�- v R. ARE I / r� b� c r 1W GRADE�yy � LW 7W LOWER FM. - OR PLAN. PLAN 1 lLt'k I TEE 140 D I I I I I I I I C 2J9.4 l� I I �.�� / - / L� RN-249.7 I I ! 11 j III 1 I I I`- lip' I I I I I I - RM 235.7 I I r ® I 0 "+r ^^•�a,�„ I f I I I I I I I I 1 I I I I I / I , F WALLS n�' VA - oa S NCIA% ico uaE I I\ I I I L� I I I F � 1- G/� :' S VJCA Ina A F t 1 r W ,J I I I I I I FYw 'CR aW � 4 .; � I I I �I RM1�249.A � gp�TED WALL IS. i STRUCTURAL !lplyellw d I I I I I I I I i I FG D I I I u:. 70110E SECTIGN$i7HE _:.TH I I i � ® - -(LPUT LOT C E�1 AL AND T GR aM BOTH WNLL I I I I I I I L FF-249.5 cl � ,„ Tjt� ;M Z Fart, PRQNpNG A'QgE FQprIHI (CURB ICI I I I I RM-2q,D I I I 1! WO THE Ev I I I I I T I 1 I I I IIII F 24 . �I I I I I ! AS,A TEE $Fq�� p 1 Ll /j� i VA RFAN A u F �; A+;• �- I I I I I I I I I I 1 F IFC 14 J ,!.i:,, F ± �.. I I ®FC 280.9 RIM-249.9 I III I I I II I I I! CALF ' I 1 n � 20 � -Fall L`ry"j'yW, '^ ANµiAIL I _' _ I ,,,���. /// C 240, � � / : IIII III I20 , 0 l y 20 40 I AS MC�LuaEI s- oar I I I 250.0�� 1 I I 40.1 -- � AL KEY MAP '� S{DEI OF B011i 1ry0�iMI AMP Fa1M I I � / � I ® I CONC. EEL STO o w nyntl�rtOpc;,CA TC+�eMYITO I I I I I I I j �L., 1 __ _® t" (TIP.): E OETL.��Fa 230.9 I I f I I T 4ErACavG �Rb°!N ItOurMc ppwM THE I I I I '- - #2, SHE T q15. F I I I I HQT I F 249.J L 4.-� I I I I FOOTING DRAINS ARE X Rrq+e RE wins 1 I I i-- F / �. 6 z'c I l o� I I I III I IHIGH CHAM L�N ROCK CA'p A 7TMAt�p-F00� I I I I I I i® I 7. : I 1 I NOT SHOW TMtl SAMf PURPOSE �T IS SHOAhI Fc'e I I I T o ro �'Cj -250.1 I ,I I EXCEPT AT THE FOUNDATION SPLIT ,I I! I I I III reM-ue.a w ® ' l I, I I I I I ' AND THE CONNECTION POINTS TO THE Cq/TRAcrar ro �v"WY � ,�„n Fart Ica4sr�TEHdrIWTH ! � I � I I I I I 4 Fc 240.0 l / l l 1 � I I I STORM SYSTEM. FOOTING DRAINS �V I PUG" ADJACENT I I I I I I I •--- '?► . -h A s. I . ' I RE REQUIRED AROUND ALL WALLS C.WAYARIEA1 FG 249.D --.. , -00 I - I Il III I BUILDINGS. S I I I N I� ED iR�FO � IO i ro CURe.� I I O _ L ' I - SEE-OTL.�'.l4- �I ,:`' r ONCRETE;I ETAINING W I ARE OCA j}!�TAN j q j WAu.•HL7cHr sr2rEDrxE ADE ON r�"�1RUC j I III I I II j c z�a.., / - SEE W. .0 a =2 1 SHT. C15 F l �i l »a bTLS. SHT C34. ALTER*IA�: SOIL A 42 I I 1d - � Fc 249,2 I TIP. PA14Kl Vi %JAIL WALL PER 07L, SHT C33 AS A HIGH GN.vA%K2i0_ jCHAgJ LRNrFp4aE' i5, I,'I I I OCA6 ON IOP bF' n9F 1-FabT CGW9 1 ' I I j I I ' I- PANNI� A" r��AO &PWS7ANA» IIIII I I ® ® I I I � ra"'- 2 c Fc 249. I L I I � F�U LEGEND I' mioPoea:> RM-2Da.a �II II I I Ii iI III I I I II I I II I IAI .I lLISI.I I 1 II.1 . I ! I I II I IiINI EIi RJII/ I II IWI II AI LI LI $M1uC�II 1INI WTDIMIII'' EIjHi(kCI IIDLI I MI E-I RIOAA-IR NII IN I 1 I I1 I A II I 1 I I 11 I I � III IIIII r iI 1 II I lII I� I II j II II FT. ®N►.I � I ®® �F-"-�.�`4 � I -- I- '.-� �I 'I-'FG 24. �`9w,0 FG1 j250.9/ IFG 28.6 FGRM-z4e.7 IIIII I I(I I I I I1I I(I II IIIIII III I I II I II II III -m BOUNDARY R.O.W. .O.W. LINE T F00xNGD IN Fc 2488 CENTERLINE To is N 24AJ I 11IIIcHNnNf EASEMENT LINEANIL. 4 T I /I��3080 FINISHED FLOOR ELEVATION L -24Q7 EXSTING GROUND CONTOUR 4 o A OR GU taw c 24e.2 31, ALOW'WALKP OR 0 A 30" HIGH RN I� ELfATIFINISHED GROUND CONTOUR 248.5 F 2+7 CATCHBASIN (TYPE Q W/ S T LINE CATCHBASIN (TYPE II) W/ ST LINEF IIIF 1¢ 2II 8.8 FG 2 +1 @ \ I CATCHBASIN (SOLD LID) W/ S7 LINE NERM z I 7O0p 46' DOWSPOUT TIGHTUNE W/YD DRAIN 6' FOOTING DRAIN TIGHTUNE -24a8 1 2 / � II II I Ij II I I I I II �III I I ROCKERY RETAINING G WALL W/HT. ?54 a��2r�11W C CONCRETE RETAINING WALL w/HT . +2 C6" '-x3' HIGH ROCK CATCHMENT FENCE V-D J 1:12ACDRILRAMP F HANDRAILS x C J RM-24L2 I 56 ��CRE7t RETAINING WALL SEE SLAB GRADE UNITDTLS. SHjC34, ALTERNATE: MSE/WALL PER DTL,00 Mu-241.D 0 SHC33 PROVIDE CRAWLSPACE UNIT 42HIGH GUARDRAIL ALONGTOP I I /RETAINING O°' I HANDICAP PARKING FG��o I OF WALL. I / FG 251 2 _ J I / I I I I I FG 278.3 SPOT ELEVATION FINISHED GRADE ,253.0 I / I I .�.� IL �___ �r �� 1{Y.260 I I2.4 EXISTING GRADE I I I I I I Fc 241. ,.. - ,F y� ...� o� _ _ 2+1 % �� I I ;I /` I I I HEAVY DUTY ASPHALT PAVEMENT 1. r l G L VA TIED I ASPHALT PAVEMENT I 4 HIGy, 0 7 2'C I _ IT J I t.l i I I' I I r ?� // ECC(ITYP�f , I I {{ ��AIN L K - _ f M I - 251.25 - 260.00 _. I I I SAAAN FEN 7RIAN I F 5 $ I DII �, SFI F C15. CEMENT CONCRETE I� � Q T 1 ® Fc 2516 _ .1 _ _ _ t !� ASPHALTIC CONCRETE SloEwaK r r- F 51_8 1 r : Ft ) Q+2'C II 279.0 II r z 1 i I I i I I I I 75 \ I I I I II 'I I II ! III \1 I1 III IIII 4Iz.J NNa_ IJ•I �"�- �""djN _ N«�a' F11 00 1 F 6 ' \TW \-z6z o I/ cNn ` RI I : 275.9 BDELEV. SPLIT `W E OETjL , SHE C16 RIM-241.e FOR TYP. GARAGE 77ONRM-ssLa 252 FF UPPER 252 261.00 I bcord rowing7hee 9s i anon PROJECT REF: FACOI-00162 It Contractor's construction r records. IF I I 1 - �26j 4-2e3.0 ;n. _ The" Plans are 'opprove0' far conformance with the City _ -_ - LIPPEx - I u 2 N C ' Br , `� Date /0//7/ 6 a m's Engneerng division requirements. i h CONC. WHEELSTOP FF L _ � f O �� o -. zJ (TYP.). SEE DETAIL. - 26I. - Az, sH ET,C15. 252 ap I w Title/Position C/YlG ENC NEff� .. / Approved By. MATCH LINE, SEE SHEET C13 FOR CONTINUATION Confirmed by CityZ Date I- Date SH 6 , 13 oc � o Approved: 12 13- C. � V. W rn 0 c T Wdp G 0 3 a0 °D W U DOWN 0J z �ITLSLL NW d U q �woD A W.1 �\ U a Z a' 0 � U (L Qp Q la 3 W� p N W 7- 79 � Q 3 FWLLI Oj_U, PROJECT NO.: 04030 DRAWN BY: DOW ISSUE DATE: 08-04-04 SHEET REV.: 11-16-04 DETAILED GRAD040 PLAN (REDO. 2, 3. 4, 6 AND PAWK N&) HUD DWG A 16 O»/a9s- REVISIONS: REVISED PER CITY AND COUNTY COMMENTS 08-20-04 DJW REVISED PER STUDIO GONG, INC, :REVISED PER CITY OF AUBURN COMMENTS 08-25-04 DJW COMMENTS. 11-18-04 OLw A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST MATCH LINE, SEE SHEET C12 FOR CONTINUATION ti 125 0 262.00 / f RAW-244F �e _ i N / /,._ .�_ _•LZ6{, I__ / I I i I I44. FF L / FF UPPER26150 O+2'C / I SEE DETAIL /2, SHEET C16 25 I i FOR:TYP GARAGE SECTION F,£ Lp{�E7p 251.8, _ FF UPPER I r I 234�52. - 287.00 e _ F Rw_Is7.9 I f ��— - Lt �f`? ; -n _n Fx LN b l-i it `' _ I I �3 Iw z660 . _ 'FF FF UPPER UUPPER—x . y--/ C 54263.50 F25.9 47.0 (T)SEff "DTL./� SHT. F 00 ZF I FG Q2Lf EG4 14 HIPT-264. r / 1i ' V, FC 247.0 / FG 336.° / . ' I 4 b+T � �6 II I "24c.2 257.0 {F - v �DUMPSTER RECYCLE AREA. F 47- ' SEE ARCH. PLANS FOR DETAILS. � I I .1 ® � "AFC 257.8 I e � I TW"IBB.O O 5 +2'C (�1 I I I 13 Ij� F �N� III I � I L ® w I I F �i T CONOETE RETAINING WALL SEE DTLSS: SHT C34, ALTERNATE: USE WA PER OTL, SHT C33. PROVIDE 42i HIGH GUARDRAIL ALONG TOP i F / (J1 OF RETAINING WALL. i TEGL "All 1 I �r��/1� ti ill I 2 2'C - �1 F� — / ®' cowc. wHEELsTO! -z4e.� 59.01EW�2SB.P I I (TAP.). SEE DETAIL � �4 21C /X/' 249.1 N�`, SHEET C15; .o I 1 I FCC RETAINING WALL. SEE DETAILS, SHEET C34. 42" ' HIGH, GALVANIZED - F 261.0 / // WALL ALTERNATE: SOIL, NAIL 1 CHAIN LINK P DkS SHEET TAN I I 251.1 \�� i '' ® _ _ _ �r i// / / / C313. SAFFiYIFIrNCE �9 FC231,6 '� V I� I 2C IIII �I�lli ��I _n y�� 6A F0077NG DRAINS ARE NOT SHOWN 1� EXCEPT AT THE FOUNDATION SPLIT - .. ?6 i ///°°°""" AND THE CONNECTION POINTS TO THE 1 // f r' STORM SYSTEM. FOOTING DRAINS = 0 ARE REQUIRED AROUND ALL BUILDINGS. 1 .I I // EC�G,� (TYP) SEE ,// IN,DTL/f, sH� / bti:' I 4 OVj �/ 1 I I 1 1 258 254 I l S 88'35'06" E 473.32' RETAININGS WALLS: HEIGHT OF CONCRETE RETAINING WALLS AND ROCKERY WALLS SHOWN ARE MEASURED FROM FINISHED OR EXISTING GRADES AT THE TOP AND BOTTOM OF THE WALLS, SOME WALLS HAYS A 2-FOOT HIGH CATCHMENT OR A I-FOOr HIGH CURB ON TOP, THESE ARE DEPICTED AS A +2C OR A +1 FOLLOWING THE CIRCLED WALL HEIGHT. THE FOOTINGS OF ALL WALLS WILL EXTEND BELOW THE LOWER FINISHED GRADE RESULTING IN A CONSTRUCTED WALL TALLER THAN THE HEIGHT DEPICTED ON THE GRADING PLAN. WALLS ALONG THE WEST SIDE OF THE NORTH BENCH: THESE WALLS INCLUDE A I -FOOT HIGH CURB LOCATED ABOVE TIE FINISHED GRADE ON THE EASTERLY SIDE OF THE WALLS. SEE STRUCTURAL SCHEDULE FOR CONSTRUCTED WALL HEIGHTS, IN SOW SECTIONS, THE GRADES ON BOTH SIDE OF THE WALL ARE EQUAL AND THE WALL IS SHOWN ONLY FOR THE PURPOSE OF PROVIDING A ONE -FOOT MOH CURB BARRIER FOR ERRANT DRIVERS. ALONG THE ENTIRE WEST SIDE OF THE NORTH BENCH A 42' HIGH GALVAAN20 CHAIN LINK FENCE IS LOCATED ON TOP OF THE I -FOOT HIGH CURB AT THE TOP OF THIS WALL TO ACT AS A PEDESTRAN BARMIDR. SEE OWL SECTIONS AND DETAILS. WALLS ALONG THE EAST SIDE OF BOTH NORTH AND SOUTH BENCHES: THESE WAILS INCLUDE A 2-FOOT HIGH ROCK CATCHMENT TO PREVENT ROCKS AND OTHER DEBRIS FROM ROLLING DOWN THE HILLSIDE AND DAAIAONG PROPERrr BELOW. WHERE RETAINING WALLS ARE NOT REGUNED, A TOO -FOOT HIGH CHART LINK ROCK CATCHMENT FENCE IS SHOWN FOR THE SAME PURPOSE. CONTRACTOR TO VERIFY WALL HEIGHTS FUR CONSISTENCY WITH PLANS. WHERE WALLS ARE LOCATED ADJACENT TO BUILDINGS TO RETAIN YARD OR ROADWAY AREAS, THEY INCLUDE A I -FOOT HIGH CURB LOCATED ABOVE THE FINISHED GRADE ON THE UPPER SID OF THE WALLS. SEE STRUCTURAL SCHEDULE FOR CONSTRUCTED WALL HEIGHTS. A 42" HIGH GALVANIZED CHAIN LINK FENCE IS LOCATED ON TOP OF THE I -FOOT HIGH CURB F THE TOP OF THESE WALLS TO ACT AS A PEDESTRIAN BARRIER. SEE OWL SECTIONS AND DETAILS. GUARDRAILS: A 42" TALL FENCE OR GUARDRAIL TO BE INSTALL ALONG WALKS OR OTHER WALLS WITH MORE THAN A 30" HIGH DIFFERENCE IN ELEVATION. n SCALE • 1" = 20' KEY MAP LEGEND BOUNDARY / R.O.W. LINE - CENTERLINE — EASEMENT LINE FF- 3MO FINISHED FLOOR ELEVATION 310 EXISTING GROUND CONTOUR FINISHED GROUND CONTOUR —9DII­ CATCHBASIN (TYPE 1) W/ ST LINE _I CATCHBASIN (TYPE 11) W/ ST LINE t CATCHBASIN (SQUID LID) W/ ST LINE �— — — 6" DOWNSPOUT TIGHTUNE W/YD DRAIN 6" FOOTING DRAIN TIGHTUNE ROCKERY RETAINING WALL W/HT. 3 +2'C CONCRETE RETAINING WALL W/HT. 3' HIGH ROCK CATCHMENT FENCE --� V-DITCH RAMP WITH HANDILLS ® SLAB ON GRADE UNIT ® CRAWISPACE UNIT HANDICAP PARKING FIG 278.3 SPOT ELEVATION FINISHED GRADE EG 282.4 EXISTING GRADE HEAVY DUTY ASPHALT PANT I ASPHALT PAVEMENT CEMENT CONCRETE • `� ASPHALTIC CONCRETE SIDEWALK Record Dro 9 Certification These droWin can to the Contractor's construction records. or. G G i4, lfNfR Date /6/i7/Y. ree/Positian: CIVIL ENGINEER Confirmed by City: t4L Date 1 MITI PROJECT REF: FACOI-0016 /�.�i% y These plans are `jWovd" for conformance With the City of AuMKn's ElgileI division requirements. co ZQ W � U LPL < t� 3 qq UX NLL W LLI Q �[Q IL�3 ILW JY m5 a ��ID to PROJECT NO.: 04CM DRAWN BY: DOW ISSUE DATE: 06-04-04 SHEET REV.: 11-16-04 W - t C13 HUD DWG M 17 0DD 1695 REVISIONS; REVISED PER CITY AND COUNTY ;REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS, 11-16-04 DJW A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. 07 DI 895' REVISIONS: REVISED PER CITY AND COUNTY : REVIiFn aca nry nc u/VIa7J REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED TO SHOW RAVINE GRADING COMMENTS 08-20-04 DJW COMMENTS. 11-16-04 DJW n't_m_na nr.., i W 0 2D 1 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW ('OMMFNTR, 11-16-04 n.1w 07 0189S REVISIONS: REVISED PER CITY AND COUNTY ;REVISED PER CITY OF AUBURN :REVISED TO SHOW RAVINE GRADING COMMENTS 08-20-04 DJW COMMENTS. 11-16-04 DJW 03-02-05 DCW 3 II0 (ji00 Wm 0 a3 ro o r �w�(� DOWN NNZ 0 0 U) to toU co z a U Q N l7 WN H UWg�II LL W to to N W N HW> WQp W3M rww PROJECT NO.: 04030 DRAWN BY: DCW ISSUE DATE: 08-18-04 SHEET REV.: 0"2-05 s - r e` -TT"iT j c I _ _ill j t101. dwo C14c HUD DWG M 21 07D/S55' REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS 06-20-04 DJW cnuuFtiTc n—iF-na n.]W O7D/895- REVISIONS: REVISED PER CITY AND COUNTY ,REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW rnraucnire " .. .... 07 DI696� �-^ TERRACE VIEW BOULEVARD 240 STRUCTURAL FILL SHOULD IN THICKNESS. EACH LIFT MODIFIED PROCTOR (ASTM COMPACTION IS ACHIEVED. "RECOMMENDED SEED__IMIXES 'D IN LOOSE LIFTS BE COMPACTED TO 1. NO ADDITIONAL 1_PERENNIAL RYE BLEND T W% GERMINATION. CHEW 30% BY WEIGHT, 98% PU (APPLIED AT A RATE OF 2. ALTERNATIVE MIX AS AF 50 FINAL SLOPE FACE SHOULD BE COMPACTED BY OVERBUILDIN WITH STRUCTURAL FILL AND TRIMMING BACK TO SHAPE. HYDROSEED ALL WORKED AREAS, INSTALL JUTE MATTING ON ALL 2.1 SLOPES AND APPLY A SECOND HYDROSEED OVER unT Mr ss 230 220 2 PROVIDE DRAIN IN THE KEYWAY EXCAVATED AT THE TOE OF SLOPE PROVIDE ADDITIONAL DRAINS ON THE GRADE BENCHES AT VERTICAL INTERVALS OF NOT MORE THAN 10 FEET. THE DRAINS SHOULD CONSIST OF 6- DIAMETER RIGID, PERFORATED PVC PIPE SURROUNDED BY PEA GRAVEL, DRAIN. ROCK OR OTHER SIMILAR MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER. DEPENDING ON SOIL CONDITIONS, IT MAY BE NECESSARY TO WRAP THE DRAIN ROCK WITH FILTER FABRIC. DEPENDING ON GROUND WATER CONDITIONS, GRADE BENCH DRAINS MAY BE NEEDED AT INTERVALS CLOSER THAN 10 FEET. SPECIFIC RECOMMENDATIONS FOR SUBSURFACE DRAINAGE SHALL BE OBTAINED FROM THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION BASED ON CONDITIONS ENCOUNTERED IN THE FIELD. FILTER FABRIC MATERIAL " x2" A AGE PURP SE: IN 60' OE ROLLS. SE RE FABRIC OR TO R AN SEDIME T FROM VE Y _.. - DISTURBE4T- REAS-$Y-- FILTER (AT FABRIC MATERIAL ACH TO WIR) TO ATT WIRE. CH FABRIC 0 CONS BARRI MATE UCTION OF R MADE FR ALS AVAILA 'A TEMPORARY RESIDUE LE FROM 2" FABRIC 2" x14 GUA OR EQUIV. DE 3/4 ED GRAVEL ENCHANDON OF FILTER ON THE i4" WOOD PO STEEL FENCE E WIRE ' 2.0 .0' 5 ,. ........ TI ......... 2.5' 17 6 1 LJ _CLEA I SHEEI AVAILABLE SUCH NOTE-1 FOR I DESIG MINIM MAX ING AND 1GRU._B. NS R �PRA DISTURBEDBEL ANDEIROSIOE RESIDUE FOR CONSTRUCTION A BARRIER, DOES N(T SEDIMENT TRAP 4 CRITERIA/ M HEIGHT= M HEIGHT= BING THE TI AL S THEi OR POND. PECIFICATI 0'. !.y. ITE. S . PPLIES, CT TO E OFPRA NFFn— S: i 1 5 BACKFILL BOTH FENCE SURFACE, SST .. R'-. e r�� . 1.0 1'S C U SNES FAII 2" ALT!, O.C., MAXIMM I POS BURY B FABRIC IN B' x112" TTDM OF ATERIAL TRENCH. I I,, MAXII, A FIL BRU BALD ABILITY UM `MDTH= ER FENCE ANC BERM MAY TO ENHANCE OF THE B4RRIER. T S. 5.0'. HORED OVkR BE REQUIRE] THE FILTRATION LL THE BY . TEMPORARY SILT (FABRIC) FENCE BENCH WIDTH TYPICALLY EQUAL TO F— A DOZER BLADE WIDTH, APPROXIMATELY 8 FEET, BUT A MINIMUM OF FOUR FEET. 6" MIN. PERF. PVC. PLACED —AT 10' VERTICAL INTERVALS.. M" PERFj UNDERORAINS TO BE OqL ECW TO PVC MANFMW AS I StO M4 ON N.T.S. Thsse the Cantractr'srecord;*a BY. Date Title/Pasitiomc L ENRIVeER Confirmed by City. / Z Date)]- ^1 PROJECT REF: FAC01--0016 41 *6 s7 These plans are "approved' for conformance with the City of Auburn's Engineering division requirOments. Approved By. Date Approved: EXPIRES MAY 672005 z F- m z W o cr U LL ID 3 ID rNi W 0 0 O N ` O j� / C1 lL z� W a) co U ¢>No mo Q/ IL N LL Q LLl N p� Ing�Ly IL U q a) (L 01 PROJECT NO.: 04M DRAWN BY: DCW ISSUE DATE: 0" -02—W SHEET REV.: RAVINE GRADING DETAILS ��..in�aU 3ocaol,awy C14e 07D/S95` REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW rnM11.1 Tc nn-2a-na D.IW rnuuFNrc na-97-nd D.IW rnmmFNT4 1I-IR-n4 DAW PARKING 10" 2.5"- 5" *�2.5" EXTRUDED CONCRETE 1.5" R. CURB. .0" R. � r I.o" s.0.. 2" COMPACTED DEPTH OF CL. "B", A.C._ 4" COMPACTED DEPTH OF A.T.B. 1"(-) ALTERNATE: 4" OF CRUSHED AGGREGATE COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY SCALE: 1"=1 LANDSCAPE AREA CONC. CURB / PAVEMENT SECTION 0.5' SHEETS C7 - C13 FOR LOCATIONS) N ,0' (MIN.) WIDE ROADWAY TO REMAIN CLEAR OF OVERHANGS OR OTHER OBSTRUCTIONS. RIVE LANE (TYP.) 14.0' WIDE DRIVE LANE I (MAX.) 2 I , I ICI` -S= 2.0% (MIN.) I S= 2.0%(MIN.)- 1 :.... _...._ 5" THICK, CONCRETE WITH MARE MESH. SEE DETAIL /2, THIS SHEET. (MARE MESH REQ'D IN CONCRETE VERTICAL CURB. TERRACE VIEW BLVD. ONLY) SEE DETAIL /2, THIS SHEET STA. 0+00(TVB) TO STA. 3+20 (NORTH BENCH)R:1400' SECTION - TERRACE VIEW BLVD. HEAVY DUTY PAVEMENT SECTION N.T.S. A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST EXPANSION JOINT c *NOTE: TOP OF LIP AT DRIVEWAYS. 0.5' DITCH 3" COMPACTED DEPTH OF CL. "B", A.C. 4.5" COMPACTED DEPTH OF A.T.B. 1"(-) ALTERNATE: 6" OF CRUSHED AGGREGATE COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY 44.0' 24.0' (MIN.) DRIVE TO REMAIN CLEAR OF ANY 19.0' OVERHANGS OR OTHER OBSTRUCTIONS. 2.0' OVERHANG 12.0-WIDE DRIVE LANE (TYP.) 12.0' WIDE DRIVE LANE (TYP.) 17.0' (TO FACE OF CURB) _I _I I i PARKING STALL M I- 2' WIDE CONC. PAVING STRIP. (SEE DETAIL. #7, SHEET 17) S- 2.0% (MIN.) - S_ 2.0% (MIN.) .:..:...................... ... ... ...... ............... .._..-.._ .................._ _.. ) T l'�i L �I �''� �� �T1"II�i1uIDLITIJI IrII II 3" COMPACTED DEPTH OF CL "B', A.C. 4.5" COMPACTED DEPTH OF A.T.B. 1"(-) EXTRUDED CONCRETE CURB. ALTERNATE: 6" OF CRUSHED AGGREGATE SEE DETAIL 01, SHEET CIO COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY SECTION - SINGLE -LOADED PARKING AND DRIVE LANE (INVERTED CROWN) HEAVY DUTY PAVEMENT SECTION N.T.S. S= n2.101% (IMIMIN.)4V 6" �..* INTEGRAL POUR NOTES: FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. - CONC. VERTICAL CURB AND GUTTER SCALE: 1"=1' (SEE SHEETS C7 - C13 FOR LOCA 4.0' 42" HIGH SAFETY - FENCE PER ARCH. PLANS fi S= 2.0% (MIN.) r.. 6' LONG PRECAST CONC. WHEELSTOP. INSTALL W/ ADHESIVE & 2 EACH, M4 REBARS 18' IN LENGTH. 6" 2" CONCRETE WHEELSTOP SHEETS C7 - C13 FOR LOCATIONS) 4,0' 19.0' PARKING STALL 24.0' (MIN.) DRIVE TO REMAIN CLEAR OF ANY 19.0' PARKING STALL �IT^4.0' OVERHANG (WITHIN STALL) i OVERHANGS OR OTHER OBSTRUCTIONS. 2.0' OVERHANG (WTHIN STALL) I I 14.0' WIDE 1 ( 1_ 17.0' (TO FACE OF WHEELSTOP) 1 12.0' WIDE DRIVE LANE (TYP.) 1 12.0' WIDE DRIVE LANE (TYR.) 1 17.0' (TO FACE OF WHEELSTOP) yl _, 4.0' WIDE - CARPORT - (WHERE SHOWN IN PLAN VIEW) S= 2.0% (MIN.) - EXTRUDED CONCRETE CURB, SEE DETAIL Ai• SHEET C15 - 2' WIDE CONC. PAVING STRIP. (SEE DETAIL. p7, SHEET 17) S 2.0% (MIN.) p)_ III FlTli �1 LI, ,III i 2" COMPACTED DEPTH OF CL. "B" A.C. 4" COMPACTED DEPTH OF A.T.B 1"(-) ALTERNATE 4" OF CRUSHED AGGREGATE COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY - CARPORT - (WHERE SHOWN IN PLAN VIEW) SECTION - DOUBLE -LOADED PARKING AND DRIVE LANE (INVERTED CROWN) LIGHT DUTY PAVEMENT SECTION N.T.S. 4.0' 19.0' PARKING STALL 24.0' (MIN.) DRIVE TO REMAIN CLEAR OF ANY 19.0' PARKING STALL 4.0' 2.0' OVERHANG ("THIN STALL) OVERHANGS OR OTHER OBSTRUCTIONS 2.0' OVERHANG (WITHIN STALL) 4.0' WIDE 1 17.0' (TO FACE OF CUIm) 12.0' "DE DINE LANE (TYP.) 12.0' WE DRIVE LANE (M.) 17.0' (TO FACE OF CURB) 4.0' WIDE SIDEWALK 510EWALK CARPORT CARPORT - 2' WADE CONC. PAVING STIll DETAL. /7, 13.0' SHEET 177) 1 S- 2.0% (MIN.) - _ Se 2.0% (MIN.) 1.0'�J 3" COMPACTED DEPTH OF CL. "B", A.C.4.5" COMPACTED DEPTH OF A ) CONCRETE NNEELSTOP ALTETMATE: 6 OF CRUSHED AGGREGATE 71 gE DETAIL THIS SHEET COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY SECTION - DRIVE LANE WITH WHEELSTOPS HEAVY DUTY PAVEMENT SECTION N. T. S, Record Draw' 9 Certification These drowin conf to the Contractor's construction records. By GR p/ENER DateL(.L(L4 Title/Position: CIV/L EAIGINEER Confirmed by City e5- DateI - II 1 PROJECT REF: FACOI-0016 iIi%t! /y These plans are "approved" for conformance withthe Citv of Auburn's Engineering division requirements. Approved By: Date Approved: Iz//.S / 3 Ill to Di OD W0) O Q3 aD OD Q 00 Go J0WN N (n Z �Z^••^ Oz0NxNWU ��}}d��IUIL�3d_ w� 114 a aD Lw A w .� r W a � U LL N W ° ° 0 / U w 4 ZD WWINO U Ir> s Q D_ Q Co ir O�QaCQaQ}} FWN JY�I 8Hi PROJECT NO.: 041= DRAWN BY: COM ISSUE DATE: 00-10-04 SHEET REV.: *-IW-04 P: \Idd\O4030\04D30di102.dwq C15 HUD DWG • 23 a 7 Di 895- REVISIONS: REVISED PER CITY AND COUNTY COMMENTS nA_9n—nor nnu :REVISED PER CITY OF AUBURN .. fflcn ro• 11-16-04 D.IW ASPHALT PARKING d A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST A� 19' CONIC. PARKING APRON UPPER GARAGE SEE DETALED GRA0040 PLANg 07 - Ca FACE OF BUILDING FOR GARAGE PO4SHM FLOOR MEWS —S. 2.0% (MIN.) 4" CONC, SLAB ON GRADE 10' TYPICAL SECTION THRU GARAGES N.I.S. LIPPER ER GARAGE 90E DETALM OPACOO FLAW 07 00 FOR C ARAce Mp=H D MOOR OL EV.'0 8" CONCRETE RETAINING WALL 4" FOOTING DRAIN 8.83' 4" CONC. SLAB ON GRADE A-,j CONCRETE 81-01 6" MIN(TYP) V MIN MIN CONCRETE BLOCK KEYED INTO UNDISTURBED SOIL AS SHOWN SECTION A -A NTS NOTE: FOR HOPP, PIPE MUST BE FREE TO SLIDE INSIDE A 4' LONG SECTION OF PIPE ONE SIZE DIAMETER B — LARGER. 6. 4444 =U%ii 6" MAX I' MIN L 3' MIN BED 1" MIN DIA. STEEL ROD (STRAP) CLAMPED SECURELY TO PIPE CONCRETE FOOTING KEYED INTO UNDISTRUBED SOIL AS SHOWN 2 X PIPE DIA. MIN PIPE ANCHOR DETAIL 3 4.0' WIDE CONCRETE SIDEWALK S= 2.0% (MIN.) _ III I I I�....n. '�' `� •°C _ RI I I —III —I 1I- 4" DEPTH OF PORTLI ND I I —III—III—III—III. CEMENT CONCRETE. I=III—_III_ 4" COMPACTED DEPTH OF I I (— FACE OF BUILDING 1"(-)CRUSHED AGGREGATE - ASPHALT PAVING MONOLITHIC CURB AND SIDEWALK S. 2.07i iMM1) N_T.S. ROCK CATCHMENT FENCE Record Dratmg Certification Aese win to me Contractor's construction rernds4�0-b—llrtu8 By_GDote b / 19 Title/Position: ClvtL ENGYIVEE/Z Confirmed by City ,::=I- Date I- if - PROJECT REF: FAC01-0016 ia-/,,% Y,7 These plans are "approved" for conformance with the City Of Auburn's Engineering division requirement,. ISSI 3 I'n DO >Q r OOD Q 3 00 00 0 J Q W N N� Z OZO�kL0M0 U U W/ H a' o' q � U C? )JECT NO.: 04030 WN BY: ONH IE DATE: 06-18-04 -T REV.: 111-1E-04 RADM DRA NAGE M SITE DETALS 7J`.: '7VUY J3Ga i i.�wrj V16 -WD DWG M 24 07Z)/89 5- I N REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW COMMENTS. 11-16-04 DJW FRAME & LADDER OR STEPS OFFSET, SEE NOTE 4. FRAME & GRATE ELEVATION PER PLANS PIPE SUPPORT, 3'x 0.090 GUAGE STEEL STRAPS BOLTED OR EMBEDDED 2" INTO WALL SPACED AT 3.0- MAX. (TYP.) OUTLET PIPE � NO RESTRICTOR PLATE REaIIRED. FOR OIL POLLUTION CONTROL ONLY. A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST EXTERIOR WALL 2" x 4" EXTERIOR WALL 2" x 4" SEE ARCH. DOWNSPOUT SEE ARCH. DOWNSPOUT PLANS PVC CAP PLANS PVC CAP _ 2"(t) FINISHED GRADE (PROVIDE r 2"(t) FINISHED GRADE (PROVIDE POSITIVE SLOPE AWAY a. .11 POSITIVE SLOPE AWAY �`.;=•; FROM BLDG) _ 4 4°.+• FROM BLDG) b I III-III=1 II =1 NI#til I_I I -I 1=' -I I_=i III- -I N�hNett�l I I -I 1=1 I I- FOUNDATION ...III III-1111 1111-III=11=III=III- FOUNDATION " I III,:=III III=III-III-I I -III=I l i- WALL-SEE WALL —SEE II ° — i STRUCTURAL- 60x 6"x Q" TEE INTO TIGHTLINE STRUCTURAL 6"x 6"x 4" TEE INTO TIGHTLINEPLANS PLANS I —I 6" PVC TIGHTU NE (SDR 35 - I 6" PVC TIGHTLINE (SDR 35 UNDER PAVEMENT). ( — UNDER PAVEMENT). _ CONNECT TO PERMANENT ° CONNECT TO PERMANENT I I —I III DAYLIGHT PER GRADINSTRUCTUREG R III III —I DAYLIGHT PER GRADINTUREG I I II III -ICI- �, vo r rr ri r i Ill AND DRAINAGE PLAN I .:°= • r AND DRAINAGE PLAN .11 -1 1=1 sb 4; °. III —III __� �� ro rI-�T'fl-11I=1 I �`�� - `, -I =III=fT�f`i1�1=Ill"'�"1'C=III_ ( ERF. FOOTING DRAIN = _ = 4" PVC (PERF.) FOOTING DRAIN � III I DAYLIGHT PER PLANS.) — i11=I�—i1 1 _ 4" PVC P ) III -ill-_ _ _ _ = �— — _ (CONNECT TO STRUCTURE OR —III ( III III DAYLIGHT PER PLANS.) DOWNSPOUT TO TIGHTLINE (AT CRAWLSPACE AND AT SLAB ON GRADE) N.TS. N.T.S. MIN ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS STANDARD GALVANIZED STEEL OR ALUMINUM LADDER/STEPS. NOTES• 1. PIPE SIZES & SLOPES, PER PLANS, 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS, 3, METAL PARTS A. GALVANIZED STAINLESS STEEL OR PVC 4. FRAME & LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CUMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C. FRAME IS CLEAR OF CURB, S. STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 60" MINIMUM DIAMETER. WP— NOTE: ALL MATERIALS TO BE PER CITY OF AUBURN STANDARDS OIL/WATER SEPARATOR (NO RESTRICTOR PLATE) N. T. S. ROAD 10' 2'-6j ,• R-1/2- LN r SLOPE M r��j �j �i:; OENRMCTLERANENTT vim. �alr3ai •NJ A0�, 1 E�cF.avv;:sE'tVisiCD 2" OF CRUSHED SURFACING TOPJ COURSE PER WSDOT SPEC #9-03.9(3) COMPACTED TO 95% STD DENSITY OVER COMPACTED SUBGRADE 2' CONCRETE BAND WITH CURB N.T.s TOP OF PROPOSED CURB O.C. 7#3 x 2'-6" — —� — CURB DOWELS —COLD JOINT 3" 3" ° SUBGRADE CURB DOWELS N.T.S. FG = 1.0' BELOW FF 3' to 4' - FG = 0.7' BELOW FF FF (LOWER LEVEL) 6' DOWNSPOUT TIGHTLINE ° 4' FOOTING DRAIN i.i i TYPICAL GRADING AT EXTERIOR WALLS TYPE 45 CATCH BASINS (PACIFIC INTERNATIONAL PIPE & ENGINEERING. INC.) o2Z GRATES SET INTO BELL RECESS INSIDE DIAMETER 12" T & G 18" 24" 24" T & C DEPTH 36" 36" 36" 36" OR 48" WALL THICKNESS 2' 2-1/2" 3-1/4" 3•' BELL O.D. ifi" 27" 33" 30" BELL I.D. 14" 22" 27-7/8" 27-1/2" BELL DEPTH 1-3/8" 3-1/2" 3-1/2" 2" GRATE DIAMETER 13-7/8" 21-7/8" 27-3/4" 27" GRATE THICKNESS 1-7/16" 3-1/2" 3-1/2' 2" APPROX. WEIGHT 3000 4001y 975,y 825d, 1100M THE ABOVE ARE AVAILABLE MATH PERFORATIONS. THESE ARE USED AS INEXPENSIVE CATCH BASINS IN RESIDENTIAL 4ND COMMERCIAL PROJECTS. A KNOCKOUT IS PROVIDED TO ASSIST :ONTRACTOR IN FORMING AN OUTLET OPENING. BASE SLABS AVAILABLE, YARD DRAIN 2 0.12' BELOW FF 6 0.8' BELOW FF SLOPE 2% 4" CONIC. SLOPE 57 BAFFLE W ° 3' . 6' DOWNSPOUT CATCHBA'_ TIGHTLINE 6' FOOTING DRAIN TYPICAL GRADING AT PATIOS 6 1/2' - V-0" q 10' 2'-0" p3 x 2'-6" CURB CONIC, PAVING DOWELS PLACE AT STRIP 2'-4"0.C. SLOPE A °PORTLAND ° COLD JOINT • CEMENT ° ° 'CONCRETE° 2" OF CRUSHED SURFACING TOP J COMPACTED COURSE PER WSDOT SPEC #9-03.9(3) SUBGRADE COMPACTED TO 95% STD DENSITY OVER COMPACTED SUBGRADE 2' CONCRETE BAND WITHOUT CURB N.T.S. INLET PIPE 4" CONIC. — BAFFLE WALL " VM .SECTION STILLING WELL Record Dro ing Certification These drawl c to the Contractors construction records. 9y. G DIENER Date /O�L?* Title/Position: C/V/L ENGINEER Confirmed by City: C2, Date 11-11%n INSTALL LEVEL WITH CROWN OF INLET PIPE, OUTLET PIPE PROJECT REF: FACOI-0016 7 2/70/0 `7 These plans are "approved' for conformance with the City of Auburn's Engineering division requirements. Approved By. Dote Approved: L2rNS�d'% 3 LLo �DID WO O Q Do 3 (ID 00 .j.J U (ID ZZ .. 0 ozookomo v�(L uLL � (� . ,..I • ,..j 0 O IF PROJECT NO.: 04M DRAWN BY: DOW ISSUE DATE: 0E-*'-04 SHEET REV.: 1FIG-04 ..- 9a T• _ _- \IdA01 >30V040 30d tluZ.d«q C17 HUD DWG A 25 C�71� 189� REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN : REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW COMMENTS. 11-16-04 DJW SEC. 6, T. 20 N., R. 5 E., W.M. WETLAND BUFFER BOUNDARY\\\\\\\ CONSTRUCTION / SILT (FENCING \`.\ \ \ \ �y TO PERMIT WETLAND /BUFFERPROVIDE ' OPENING V A �\ �����?kV`\A / \ - MITIGATION WORK ACCESS. x �INV(12']P-60.0 UPSLOPE INTERCEPTOR /�l�ll//I1/ll �llllllllllll 1111AAAiAA I/-y SYSTEM/////////�///Nlllllllllllll�llll\j111111111�11AI1/ v\ i ___ __ ___ _-�..!�i__/�i////////1/IIIIIIIIIIIIIIIIIIIIIIIIIIIIII /Y-__- --_ =�!_ \Jll ,Illll/ll/ll l� _ - — -_ ---___ _ __ ____-______ -- \\_-�: _ill l Ill I I I /%� _•� --- �`-- � �� ---- __---'" _ _— =" _ --_-- - -- - DAM 23'QC.. �W./! -.-'-\_ ��'��•� l/ '' /� / / / / 3() 44M FROITY OF AUBUIIN ■ / / / l - �iii'�////!///////// / / / \.l i i ' / /✓/ i / / / / / / / / S1D.'b11. EROSION -AS / / OF �� �v �jPi �� _ /� / / / / / / / / / / / / / / / / / / / / / / / / / / fllllblCYM�rO / /✓ / /� / / / y ROCK CHECK DAM 25' O.C.. SEDIMENT POND DISCHARGE STRUCTUREWW OF - + ` \ ✓ r / I (TYP.) PER CITY OF AUBURN" 'PER CITY OF AUBURN STANDARD DTL vv / F / I STD. DTL EROSION -OS STORM-04SEE DETAIL. SHEET C20. ¢ / / / 70P OF STANDPIPE - 255.00 i INV 254.50 // / /� / // / // // /JET' BENCH AREA / / / ox 220LF OF _ /i / AAppppg� / / / (RESIDBIML) / / / / / v-Dha PER arY "\ A / / / OFiAUBURN STD• / / / / VOLuME TOP of 9ERM- 25B.ao / / �y I wAmt sung EIEv.� zsz ull 1 I MOP,; Er. �ERca+CY vERFUOW- 2sa. / I / i fT\ 1 1\1 I I I I I \ '� / / r / / 1 / OF / / / I / / / / / / / / POND BOTTOM ElEV. 254. I l l l l TEMP aas—r sm l/ / / // / /' / / / / / rowucWlgEo; 2aoD ar / I / I I V A \ \\\I I II I I I V w -- --�►1 / / / / / e / !i/%/I I III I I 1 1 /1 I I -X�x CULVERT `\R� I - _ _ _ __ __ _�X�_>s__x.� _ �r=x�• i\ \ \ aMRAMILFTr�-/ TEMP. tY wLERr jI m►l 3RF 1! - - _ _ - aL ' \/ %/ iil I IIII - -IC/_Ij I �I�III�I 1l 11 I 1I \�1�`.\� v• �A\\ --- - -' �'k�t I I I I A I A V A A v l ljl IlII i X��\ I -__----- _— -�== __ l-+-"� DATUM USGS (PIERCE COUNTY) BENCHMARK FOUND 3 1/2" BRASS DISK AT NE CORNER OF CONCRETE FOOTING TO OLD STEEL TRANSMISSION TOWER APPROX. 75' SWLY FROM 1/4 CORNER 1 & 6 MARKED UCS & GS /252, 1944. ELEVATION - 70.51 APPROX. 255OLF OF SILT FENCE PER CITY OF AUBURN STD. DTL EROSION-02 J CONTRACTOR MAY DAYUGHT PIPE ON DOWNHILL SIDE OF SILT FENCE TO AVOID EXCAVATION ON STEEP SLOPE. STAKE ANY PORTION OF EXPOSED PIPE AND LEVEL SPREADER IN PLACE TO MINIMIZE POTENTIAL FOR MOVEMENT. MONITOR WEEKLY AND REPAIR / RESTAKE AS NEEDED. 50 0 25 50 SCALE: 1" — 50' Record Drawi g Certifi anon These drawin confo to the Contractor's construction reco rds. By GRE NER Date /o/n Title/PositionCWL ENGINEER Confirmed by City. GZ Date I I WETLAND BUFFER —� BOUNDARY NOTE: CONTRACTOR MAY USE DRISCO PIPE AS AN ALTERNATIVE TO PVC FOR POND OUTFALL PIPE AND LEVEL SPREADER, PROJECT REF: FAC01-0016 These plans are "approved" for conformance with /the City of Auburn's Engineering division requirements. Approved By. Date Approved: 3 U) cliOD W to 00 C 00WO Q� z z .. to In � C7 W JCc\I � z ^ cvUjz .. r 0 z 0 InmU Cq �crL LLZ,36- r m Z Q W o 0 Q Qrn � 3 W O0 N ` w UWILL W —D U WNNO Q W<00 ga�(1 WQ(11 M ac3o LL 1 W Il1 N J W M 0 8JWd00 PROJECT NO.: 04030 DRAWN BY: DJW ISSUE DATE: 06-15-04 SHEET REV.: 1I-16-0: TEMPORARY EROSION CONTROL PLAN (NORTH BENCH) P: AIddA04030V04030LC C18 HUD DWG k 26 07D/Btto REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW :REVISED PER CITY OF AUBURN COMMENTS. 11-16-04 DJW (12')=230.0 SEC. 6, T. 20 N., R. 5 E., W.M. 50 0 25 50 +7 — — — — _ _ _ _ SCALE 1' — 50' DISTURBANCE _ UNITS (TYP) DATUM NOTE: USGS (PIERCE COUNTY) \ \ R nil A.l� \\ \\ \\ \\ \ \\\\ CONTRACTOR MAY USE DRISCO PIPE \ \\T \ \ \� \ `\ \\ � � AS AN ALTERNATIVE TO PVC FOR � \ BENCHMARK / ?c 091OM TgrpMp \ \�\ \O \\\ \\ \\ \ \ \\\\ \\ \ \ 1 1\ 1 1 \ \ 1 POND OUTFALL PIPE AND LEVEL ` \ \ \ \\\\ \O \\ \ \ \ \\ \ \ \ \ 11 \ \ SPREADER. FOUND 3 1 /2 BRASS DISK Al NE CORNEFOOTING TO OLD STEELR OF MISSION �OWERETE APPROX. 75' SV&Y FROM 1/4,CORNER NOTE: WHEEL WASH MAY BE REWIRED. ELE "TK ED0. '$ k G$ 252, 1844, VA�VAAA�VAAAAxX V� V�AAVA� SEE DETAIL, SHEET C20. Al1APa \ /Ill�ll�llllllll1111AAA1AAI/ yr vvv vv.. SIIIZACEFLA�P('11►)�vv vvvOvvvOvwvv�wv����� �� APPROX. 76OLF OF \\\\ - - V-aTCH. PER . I �IIIII�Illlllll��l�� / ------ vv v v vv vv vvvvvvv�vvvv _ --- = OF AUBURN SYSTEM INTERCEPTOR ��....APPROX. 193LF.OF v A v � � - - _ - - _ - - - V-DITCH. PER CITY _ - _ OF AUBURN STD. \ \ \\� J _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ - _ - - - DISTURBANCE DTL EROSION -OS \ \TRSLbPE 1NTERC�PTOR \ \ \ \\�-� ? _ _ -_� _- - _ _ _ _ -- _ _ - _ _ L1MIT5 (TYP) \ YSfE � ___-�- __ OLF INTE\RCE TOR APPRO%. 35LF "S_ v v w - _ _ — _M\ \ OF V-DITCH. 'tr ` \TEMP. 45LF Ir CULVERT \IW INLETiv in MIW-2I0.0 i \ `Ivy \ \\\\\\\ \ \ 6C CLEANOUT TO RFACE (AS `BUILT) �.. � =/,� v vAvA A � v -,IIpOK v�v� vvvv AAV vvvA VV�AA SOLF CT' CURTAIN DRAIN,(AS-BUILT) \ (il�'p. CHECK DAY 50. D.C., \ \ \ \ \ \ \ \ \\\ \ i �' coEPER RoTY N AUBURN OWRACTOR MAY DAnMT PIPE ON D&* HILL SIDE OF `4 �v v v A . VA wvv VAv A VA Av OLT FENCE TO AVOID EXCAVATION ON STEEP SLOPE. STAKE ANY PORTION OF EXPOSED PIPE AND LEVEL STREAOER IN PLACE TO MINIMIZE POTENTIAL FOR \ IIOC( SOCK DAM 2S''O:Q,-NN \.kC�' `\ MOVEMENT. MONITOR WEEKLY AND REPAIR / RESTAKE +' \(TYP.) PER Ott OF M�RSI \ - ato �. _ -TO DITCH. \ / \ * \\ \ \ \\ \ AS NEEDED. APPROX. 270LF SElII11ENT ►GILD DISCHARGE STRUCTURE \ DTL EROSION -OS ` \\\\ \ \\ \\ \\ \\ aa/niBENCHAREA \\\ \\\\ \\ / \ \\ \ \ \\ \ OF V-DITCH. PER CITY OF AUBURN STANDARD DTI_. \ \ \� -A TOPROF-114, SEE EPIPE DETAIL. 3SHEET W T C20. \y /J/ \\\\ \\ \ \\ \\ e•our: 235.50 ....�-UPSLOPE NURCEPTOk-e SYSTEM EMEROEIICY SPILLWAY.... h I 80Lf 8' PERF. PVC T£A4P. SEDIMENT POND NOS ELEV. = 9D6.D0 VOLUME PR911EQ 9590 C.F. Y I TOP OF BERM= 240.00 10"ARY, ROCKED. CONSTRUC7I011 v v v VAA - OVE \ EMERGENCY �. III ,I V III1 II1 IV I / \\Al \ /V 1Al 1/II/VlA/l Ii I I r, /I II II I .V •V�\ � \ ��-\\' "\�\ � � V v� A \ vV� VA \V v V \\AOV \ 1�TAV\ /v �/ / I AA\\A A` A \VAA VAAAA `�VAVA \VAAA \VA\\ VA ,t--- - -- SURFACE LOW- 23.v � _E FTRANCE. A L • 1OH\ �_. VI WATER SURFACE E238.00 BOF CVRTAIflRAIN OAQUARRY SPAPER C -ANCE POND BOTTOM ELEV. -235.00 _lAS-BULT) OF AUBURN SM. DTL EROSION-01 (A5-UUILI AREA REQUIRED: 203D S.F. �__----1I11II MINIMUM P010 DEPTH- 3' ----_ 20 SEDIMENT POND DISCHARGE STRUCTURE --_ I I I I III I I I \VAAVAA CD CO ;- - 240LF INTERCEPTOR BERM (AS -BUILT) ` - ar - _ _ _ - STORM 04: PER CITY A DETAIL UBURN SN DA D DTL- 11-111lilI0. III \ \ \ \\IIII ` A► \\\\\\\\\\\\\\\\\ X��X�X X�x J / a__ -ENV. � 1tLW. _IIII IIII; I \ \• \ 1111 \ 1 \\\\\\\ \\ -f-x�x %_� '�� cD = _ �o- CO Co f�= _ 1 \ -� —` CD tD f- �� X--x ��' x v \ l�l/j11/II/� \\ \ �II t\ \\ \ / �� \\\\ \\\ \\\\\\ \�\ __Rec>rEn-�mP��rmnr.(rsrk_==__.______ --_ __- X X-�•% X Co XT-x x�1x - SAS'emu= =- - --_ __--- ----_ -- "--- __-- -- - /�lllll�lllll \ \.\\\\ SEDUAENT-PONDC.\O.5 - .-' - _ _ _- — _-_ -- PROVIDED: / - \ \\ \ ` �✓ WETLAND BUFFER \ \\ \\ \ \ / C\\ - - - _ - -- - - - _�[i1ME 2.170 - - _ _ - _ _ - L-C7D� __ - - _ _ _! BOUNDARY \\ \ \\ \� \\ \\\ \\ \'H \ _ - - - - - --1101P OF - _ _ - - - - - - - - - - _ - _- _ -�RKiENBCY�OVERFLOW 118.50 - _ _ _. � \ SURFACE — - E1170000 BOTTOM ELEV. = /14_ AREA -REWIRED 9 _ _ T AWA-PROVIDED 9593 - - _ - - - - nEPTH- 3 = _ - - * - - - - - - - - _-- - I— 7i I I7 _ _ �i - _ _ _- _ ---��. - t _ - -_ - - - - - - - - Record Or ing Certification — _ _ _ _PRIf Y-�OIt�—iVA - „� ( Il I 7 / - 1-i -_ These dra s c to Me Controctar's construction l� - - _atA-ri-_oRia er tvs-TAttcsl _ _ - - _ records. te=,�=-__-______ 4s3�_ ---_ _ Y/` TNER Date /O /% Qo' _ 'TI- (as�u¢7 - = _ --- -- Title/Position: CIWL FNGINEER - _ - ��p� firmed by ity. �. - I - / 1 Confirmed C � Date N /CEO Iti7 ' �l.-_-� a �C8,4HPE t\ m \ \\ \ \ a /o e eeELni � t- •� — PROJECT REF: FACOI-0016 � � `f 'Y \Is•' rLKsw)=N3.4 \�\ These plans are 'approved for conformance wft the City of Auburns Engineering division requirements. 'gf1lNEcr To PAIN. �� s \ 'RRCP 7 NE 79 \ \ Approved By INV. EX 16'- 104.63 (AS -BUILT) # m \ .F \ 8' TO MATCH CROWNS WITH EX. 18' - \\\",� i 4 _fr \ (Z. \ Ti - X \ 'a"rz�k tE(Nlv�=los.B2 Date Approved: I LS"�O`l / INV. 8'- 103.46- - EMAI MAY 6, 2005 it L r D m Z D W a M U Q Qrn co 3 co W 0 O N O Y oIUIL Z j Co (0 UW ¢>°Dej Q wawa) aWdrvi If KUj LL �16 JQ a J L r Qp LL 00 W ("PROJECT NO.: 04(= DRAWN BY: D.m ISSUE DATE: 00-0- 4 SHEET REV.: ll--W 4 TEMPORARY EROSION CONTROL PLAN (SOUTH BENCH) C19 HUD DWG # 27 O7D)050 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW COMMENTS. 11-16-04 DJW SHOW TOP 48" MIN. CMP STANDPIPE, OF BERM OPEN TOP, CLOSED BOTTOM, ELEVATION ENCASED IN CONCRETE SHOW DISTANCE GREATER OVERFLOW THAN MIN. HEAD ELEVATIONS TO PASS DESIGN STORM SHOW B DESIGNATE SILT I r THE DESIGN STORM FENCE f I ELEVATION (TYP.) ii 11 ii 6" WATER 2• \i i r SURFACE � II II 000 • __ TIGER °o°000 • ° ° 000°opo� ROCK2"GRAVE WASHED 8"0 PVC 0, S•H W HE �°c 000°p°0 CONE MINIMUM SEAL oo°poo°Ooo° 6" M!N. SHOW "Q"f_ SHOW INVERT °000 0000c° 0000°?'1 DEAD ALLOWABLE ELEVATION °°o°o oo°a 02000oo0o° STORAGE u° o °o°°poo oco°°oo 8"x8"x8" PVC TEE WITH RUBBER GASKET JOINTS SHOW ORIFICE SIZE AS REOUIRED f SHOW POND BOTTOM 6" CONIC. BASE ELEVATION COMPACTED 1"0 TYPICAL, 40 HOLES GRAVEL BASE MINIMUM AT 10" O.C., LIMITS OF THE GRAVEL CONE PERFORATIONS SHALL BE LOCATED WITHIN, NOTES: 1) PROVIDE A RIP RAP LINED SPILLWAY, 6" MINIMUM ABOVE STANDPIPE, OPEN TOP. 2) A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE. ENERGY. 3) POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, AND MAXIMUM HEAD SHALL BE SHOWN ON PLANS. 4) THE OUTLET PIPE SHALL BE A MINIMUM OF 8"0. 5) INDICATE SEASONAL HIGH GROUND WATER ELEVATION. GRADING / EROSION DISCHARGE STRUCTURE N.T.S. MINIMUMFEET IN TIRE WASH PAN ARTO BE EA - CONSTRUCT AT CONSTRUCT WASH PAD AS REQ'D PRO DE ALTERNATE TO DESIGASED 'ON FIELD CONDITION N CITY FOR APPROVAL 0/ ��pJvfiF'O �F cRt SECTION A —A 8ECTM" WHEEL WASH N.T.S. Record Drowid Certification These drawings f to The Contractor's construction records. By. GR D NfF-R Date/0 /7 06 Title/Position: CIVIL ENGINEER Confirmed by City Date I I PROJECT REF: FACOI-0016 1t/ These plans are "approved' for conformance with the City of Auburn's Engineering division requirements. Approved By Date Approved: 3In ajO ILi C) O a0 0 0 ro ZZ .. 6 tn�C3 DOWN N-z 0Z0'oxU)mU Z 'a W LL � U Q Q d, N cq W N O O N O X LL W zW D -U) U W'NO W>m0 (L N aO WQr'1 LL /r IL aa3o I- WWN J Y J Ijj W OOW2 0 IL O74m(L PROJECT NO.: 04030 DRAWN BY: DCW ISSUE DATE: 06-18-04 SHEET REV.: 1t-16-04 TEMPORARY EROSION CONTROL DETAILS Idd\f)4030\04030te01.dw0 C20 HUD DWG. M 28 07D)89S REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISIONS PER CITY OF AUBURN COMMENTS, DELETED STILLING COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW WELL FROM CBW44 & CBX49 11-16-04 DJW FINISHED GRADE / O: CL OF PIPE • jy 150 STA 5+26.21 14' LT - - - :.. PVT STA. 3+07.47 EL=135.20 - CB �'53, (TYPE 1^L) 36' VC VANED GRATE W/. THRU_CURB INLET. 145 .. .. _ * INV. (T =f5d 64 is7 r.. _. C14 140 .... ... ........ .... ...... ..._. ._. .... .....Lw / s ST _ A 5+26.21 14'RT / CB LA VANE GRATE W T CURB INLET. THR(j: . ' RIM t6t+ STA 3+93.29 3 LT _..INV.(127)=-f5B:fi0 ts:6.2?V LINE 'A' SCALE�,�oMn�r r-w .�rwr 1. ALL PRIVATE STORM PIPE LESS THAN OR EQUAL TO 10% SLOPE SHALL BE N-12 WITH WATERTIGHT INTEGRAL BELL IN 13' LENGTHS, OR AN APPROVED ALTERNATE. 2. ALL PRIVATE STORM PIPE GREATER THAN 10% SLOPE SHALL BE PVC. 3. ALL CATCH BASINS LOCATED ON GRADES OF 6% OR GREATER SHALL HAVE VANED GRATES. CBS AGAINST VERTICAL CURBS ON GRADES OF 6% OR GREATER SHALL ALSO BE INSTALLED WITH THRU-CURB INLETS. SEE C.O.A. STD DTL. STORM-10. 4. PROVIDED STILLING WELL IN CB 55. SEE DETAIL, SHEET C17 Record Dr ing C ification These draw to the Contractors construction records. B , G p1ENER Date /0 7 Title/Position: CI VIL ENGINEER Confirmed by CityL2- Dote-L,!: 7'1 - - 155 --- 150 145 ...:..__.. 140 PROJECT REF: FACOI-0016 These plans are 'approved' for conformance with the City of Auburn's Engineering division requirements. Approved By. - Date Approved: Z Io KS- MAY 6. 2005 I 3 to D OD WD f 0 Q 3 °° 0 00 00 .. O J0111N , NDZ ozOoxomo aD v��"lai�3(L tJ � • r•-I • rl a to L Cj a ca Z 'a W o a. Q Q Ci N W_ N > i LL W NNN aN a< 6 �030 NIL WWN w Q mg�g o 0-ca PROJECT NO.: 04030 ` DRAWN BY: DJW, DCW ISSUE DATE: 06-78-04 SHEET REV.: 11-16-04 STORM DRAINAGE PROFILE (LM 'A') N. \idd\0403o\ 1 D4030 S11:11, Dranoge Vrcfles awy C21 HUD DWG M 29 07DI69T REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISIONS PER CITY OF AUBURN COMMENTS. DELETED STILLING COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW WELL FROM CB044 & CB1149 11-16-04 DJW PVT STA. 10+77.30 ELi=227.5880, l VC EE o + I IK a ...,.... :..:. ...._t f id e�x _._.. _.._ _.._... - 40. ,,... - n.. .._' .. ' .... 225 F3 ED GRATE ; 226 99-00 228.35 d"P5r9S zzs.oz ?'ST $9 F31.31. WRT (TYPE I) IED...GRA.Tf..-.. W.00-156.0 g / IJIN aT/O.aa. 7 LI -L) -: VANED GRATE_W/ -: STA 7+20.63, WRT: -....... _.._ _. __ _._ _._ _. ;.,.. ...:. , ....,_ ...,. :..... _ 165� ...:: ...:.. ..:. ..:... THRU CURB INLET. CB 0._ .TYPE 7 .......... . _........ ..... .... .. ... ...__ :.. _. ST + RIM=179.5 1*_T5 VANED GRATE W :: -L) INV(18")=f�76.06 j75 88 THRU CURB INLET .. .. : . - ,V GRATE W/%THRU CURB INLET. RIM=f84� 183.:51 - _ RIM.169.30, 72:: - IE 12"- 1Mc7181 , 91 ::: ... .. - . . 160..:....)=tHfkO?.tG..i10 ... ... :_ .. .. :...:.. _.... _. ..:..:. _.._ p IllIIIppp��� o 0 0 0 0 o o .- 0 0 o rn M ^N n M g17 M Co to Oln Oal Mln n M n^ On Y.- NM Nn tp �- 1a v) M01 ^M eD N^ (a al 0) NM nn o0 Of of Nn O IV 'f ri of Qi •N `t7 ld Ma uib n g vi 00m NN NN N N NN NN 0; 0; ^'1O a) n n n n n n Op ap ap 01 M a01 01a 04 N N N N N N N N N N N N N N N N 6+00 6+40 6+80 NOTE: 7+20 7+60 8+00 1. ALL PRIVATE STORM PIPE LESS THAN OR EQUAL TO 10$ SLOPE SHALL BE N-12 WITH WATERTIGHT INTEGRAL BELL IN 13'LENGTHS, OR AN APPROVED ALTERNATE. 2. ALL PRIVATE STORM PIPE GREATER THAN 10x SLOPE SHALL BE PVC. 3. ALL CATCH BASINS LOCATED ON GRADES OF 6R OR GREATER SHALL HAVE VANED GRATES. CBS AGAINST VERTICAL CURBS ON GRADES OF 6% OR GREATER SHALL ALSO BE INSTALLED WITH THRU-CURB INLETS. SEE C.O.A. STD DTL, STORM-10. 4. PROVIDED STILLING WELL IN CBS 44 AND 49. SEE DETAIL, SHEET C17. 8+40 8+80 9+20 LINE W SCALE I 0 AZ T-W 9+60 10+00 10+40 Record Drawing Certification These drawin conf to the Contractor's construction records. By GR ENE Date a Title/Position,CIVIL ENGINEER Confirmed by City: C L Date 1- 11-01 10+80 11+20 PROJECT REF: FACOI-0016 is//O/O5" y These plans are 'approved' for conformance with the City of Auburn's Engineering division requirements. Approved By. Date Approved: /L Z a W o a U IL Q 3 " C4 W_ 0 {8N ZrD LL W W�N V IE� p Q a N WQM ir aN3 W m5 F_ °�W PROJECT NO.: 04030 DRAWN BY: DJW. DOW ISSUE DATE: 06-18-04 SHEET REV.: 1I-16-04 STORM DF9ANVAOE PROFILE (LNE 'A') P. \Ida\04030\ 04030 Storm Drainage Profiles. dwg C22 HUD DWO IF 30 07 D 1895= REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN rnuur.re nG_On_^A n w nMAkAVKIT AO—i7_ne n IW —... -- .. .c — n u., 0 7 D1815- REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW r.OMMFNTS. 11-ie-o4 n.lw FINISHED GRADE 0 CL OF PIPE.,.. 330 4651G EXISTING GROUND _ 0 CL OF PIPE `y _... 325 0 TA 13+22.03 ®O CB #I, (TYPE 1) W/ FRAME AND GRATE RIM= 339i 330Atl _._ _ _.. .... INV(e)'F2G.0o....... ........ ... . 320 INV..(12")-32T.0&-12X>46 STA 12+28 46 -324 (9 CB ,y2, (TYPE I) W/ FRAME:& GRATE:: -- RIM=326i-32G.SS � - ... .. ....... ...... ...:._INV.(12}=,i2S#3-323,44 ...�._ ._. _.... ...:.. 315 IE 8" SS . =314.00 ... ... ........ ..:... .:. :._ LANE p +�r _. ..._ _.... ._. 310 SCALE:, AL'I-W _.. _. 305 17 of y: A yj Y1. o eq flK 40 p�0' h aN1 O h .`� �I� NiM CV NP N'N'1 N n N ^�1 N ry g` C! . 12+00 12+40 12+80 13+20 6+40 vattan�- r-s ... SCALE waaaNru K.0 8+40 8+80 ,^GSia 1. ALL PRIVATE STORM PIPE LESS THAN OR EQUAL TO 10% SLOPE SHALL BE N-12 WITH WATERTIGHT INTEGRAL BELL IN 13' LENGTHS, OR AN APPROVED ALTERNATE: 2. ALL PRIVATE STORM PIPE GREATER THAN 10% SLOPE SHALL BE PVC. 3. ALL CATCH BASINS LOCATED ON GRADES OF 6% OR GREATER SHALL HAVE VANED GRATES. CB'S AGAINST VERTICAL CURBS ON GRADES OF 6% OR GREATER SHALL ALSO BE INSTALLED WITH THRU-CURB INLETS. SEE C.O.A. STD DR, STORM-10. Approved By. Date Approved: 12-/1.r/U`� 3 u�i cdOD WO 0 3 00 00 JF-Z... mZ ozookomo 00 v M��..(Ln 3 LlL L �J p-I bA a b0 wQ W .» rl � Q+ r ZZ a U QD 3 N Cl WN i 0� LL W MRN aN W< ci a.65; a.WccN W wL o. g r Uma PROJECT NO.: 04030 DRAWN BY: DJW, DOW ISSUE DATE: 06-18-04 SHEET REV.: 11-16-04 STOFM DRABVAOE PROFILE (Lim •B) P:\Idd\04030\ 040M Storm Droinoge Profiles. dwg C24 HUD DWG # 32 o-7D 1 995 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW Crluucurc no—o,_,,. � I— wmmuv ID. II-la-U4 UJW 0+00 0+40 0+80 LINE 'C' SCALE H16FEMA� r:w 1+20 275 _._. .._ ..... ..._ _.. EXISTING GROUND �0 CL OF ;PIPE 270_... ..._ — — — — .— — — ._..—....._ f— '.FINISHED GRADE 4.31X 0 CL OF PIPE 265 ....._ ..._ ... 885X : IE 8` SS �C =262.98 260 --P+4'2?"LF t2ST IE 6" SS 260.74 : ! t 06 O.I'�6�.D054' 255 --- -. STA 0+45.18 CI MAIN CB 416, (TYPE li-48 O) __.. STA 1+90.50 CI IN MAIN _ W/ FRAME AND GRATE - CB /i7, (TYPE I) FRAME AND GRATE, RIM-269,,8 249. y7 - Q R1M=LVJ.T i,63, 4i INV(12")-258'67z 158 67 258,b6 INV(6")-264r60 2s9.7,./ 250 _.._. STA 0+12.82, 27.27 R - - INV. 12") _ (.. 2598-ZShq STA.. 4+2VB5.05 CC NT__.. .:....._ .__.:. :_.... CB. #15. TYPE 11-48 _.. W/ VANED GRATE.. RIM'.'.=269:-0 24$.8 t zS8.Y2 - INV (12)=25✓}9& 2 S8. /G .-_.. INV..15)=25&74,238,q - 0+00 0+0 I 0�80 I 1+I O I - LINE 'F' SCALE:HMONTA� r 20, 305: _._. _...... _._. FINISHED GRADE - 0 CL OF PIPE 295'. _.. ._ _...� / $TA 1+18.69 CI MAIN CB ,/10, TYPE I) W/ _/ - FRAME AND frY2A TE. 290;. r �A 0+00, (Cl MAIN) RIM=39t$ 3o1J3 Imo' STA 7+90.01... INV.(6 )-296.631ec.88..... IE 8" SS.. CB I9, TYPE I W INV(12 )=296}32x.0Y FRAME AND GRATE, z Iq0 RIM-R%72-2",89 291.71 INV. 285'_. _... , _._ , INV.02')r:292.i7-191.76. - 0+00 0+40 0+80 LINE 'D' SCALE l.,D„ A.- r-W 300 _.._ _._.. _.... _.... FINISHED GRADE - — — -- . EXISTING GROUND O CL OF PIPE 295 _.. _... ... 0 CL OF PIPE _ 2,26% _ ... 295 290 285� STA 1+62.36 CL MAIN IE 8" SS CB #12, (TYPE I) W/ 285 - 283.45 - - 'FRAME AND GRATE. RIM-2956-: zAs, vg STA 0+00 -CL MAIN - - INV.(6 `)-29d`85 _97 23 280 _._ STA 7+1498, CL NTVB) INV(12)=292-35 2921y CB A'11 (TYPE 1)W/ -_..., _...... ...._. _..:. ?92 rg..:_.. FRAME &.GRATE. RIM=291-6& 191,vv -IE 12"=26769--28844 - IE 45 "=387.43,-187, s9 275 _..... __.. 3811Y7 gar, 3Y _. N_..-O ao n p NO n _. _. N.e. ^of ^vMi _:. 275 NpC14CI o1 Ch vM q,Nq C! a W4 W4 A N 1NI pNpN 4' ryN Nq 0+00 0+40 0+80 1+20 6 I+0 0+00 0+40 0+80 1+20 LINE 'G' SCALE vievricmHO �i rr.w 1+60 LINE 'E' SCALE: �w r w NOTE 1. ALL PRIVATE STORM PIPE LESS THAN OR EQUAL TO 10X SLOPE SHALL BE N-12 WITH WATERTIGHT INTEGRAL BELL IN 13' LENGTHS, OR AN APPROVED ALTERNATE, 2. ALL PRIVATE STORM PIPE GREATER THAN 101f SLOPE SHALL BE PVC, J. ALL CATCH BASINS LOCATED ON GRADES OF 6X OR GREATER SHALL HAVE VANED GRATES. CBS AGAINST VERTICAL CURBS ON GRADES OF 6% OR GREATER SHALL ALSO BE INSTALLED WITH THRU—CURB INLETS. SEE C.O.A. STD DTL. STORM-10. __... 1235 -Bs4 a3 s s� 230 225 C LINE 'C' LINE 'D' LINE 'E' LINE 'F' LINE 'G' KEY MAP Record wing C ification These dr to the Contractor's construction rear By Dl NEf� Date !D//7/QC Title/Position: CIWL FNG1XEPR Confirmed by City /-_ 2— Datel J'j PROJECT REF: FACOI-0016 y These plans ore 'approved' for conformance vith the City of Auburn's Engineering division req *wwts. Approved By Date Approved: _ /Li1�� 3 I'n IA 0 2j Q r OODD Q 3 00 00 0 D O W N N Z I- Z �... W OZQ10Xtomu OODDWINQNw ar0— LL n bD 0 •� •� wA w Ua F— Z W IL � 0 it V Q Q 3 ry _W x$x W U. WMal U =I Q W¢ N �WQ �w3 C 0?y f PROJECT NO.: 04030 DRAWN BY: D�11111 DCW ISSUE DATE: 08-18-04 SHEET REV.: 11-16-04 STORM DRAR"GE PROFILE (LIVE 'C', LIE 'D' LINE 'E, LINE 'P AND LINE 'G') P.o C25 HUD DWG N 33 D7'DIV`960 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN rn"UrNTC nc-on-nd niw IY KAWNTC n0-97—nd n.lw /`l1.I•IC\ITC 11 _1G_nI III. INV. 15"-233,0 212,06 0 VIEW BLVD. 210 ..._.. :I :... STA 9+70.84� 29'RT (LV.B) STA 0+20.00 (C MAIN) - iSL.F :15"N 12 :. CS y44a, (TYPE II-48") W/ ,SOLID, 24"0,LOCKING LID. :.... �557 RTM=P19-9217,53 INV.: 15"=215t05 213,29 STA 9+70:84, 12'RT fi.VB _.. 2t3.13-_. _. ...... .._..._ ....... .... _._. _.... __ _.._. __. __.. :. STA ,0+12.32:(T (TWAIN) CB #45, (TYPE II-48-0) VANED. GRATE W/ THRU CURB INLET. RIM=Pf4:52tw 0+40 .e ; 4 1+20 1+60 2+00 2+40 3+20 1. ALL PRIVATE STORM PIPE LESS THAN OR EQUAL TO 10% SLOPE SHALL BE N-12 WITH WATERTIGHT INTEGRAL BELL IN 13' LENGTHS, OR AN APPROVED ALTERNATE. 2. ALL PRIVATE STORM PIPE GREATER THAN 10% SLOPE SHALL BE PVC. 3. ALL CATCH BASINS LOCATED ON GRADES OF 6.S OR GREATER SHALL HAVE VANED GRATES. CB'S AGAINST VERTICAL CURBS ON GRADES OF 6X OR GREATER SHALL ALSO BE INSTALLED WITH THRU—CURB INLETS, SEE C.O.A. STD DTL, STORM-10. 3+60 4+00 Record Dr ing Certification These dro to the Contractor's construction records. By. G W FR Date Title/Position: CIVIL ENGINEER Confirmed by City. C% Date/- L •Di 4+40 4+80 PROJECT REF: FAC01-0016 !1/e/,jo/ These plans are 'approved' for conformance withthe City of Auburn's Engineering division requirements. Approved By. 2 c Date Approved: 47 N (Ij O 00 Uj 0) O OD DOWN NNZ 0Z0�Xm0 vCcE?L 3(L bA � b y � O DA • U yS"', p �U wA W z a i� i U a_ < r� W O N o H W LLJ pp Q E¢EWN a.LL �p LL ar9n38 N LaN W m-j 0 - r O oaN PROJECT NO.: 040M DRAWN BY: DJW DCW ISSVE DATE: 06-18-04 SHEET REV.: 1F46-04 STORM DRAMOE (LNE 'H' AND 'HP) , I"1,1Ao4C1 K\ 04f,3C St- ry Gnm-ge 11 y C26 HUD DWO 4 34 07 D rog REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS r1R-9n-nA n.., -..-_ •RFVTCFn Pro rrry ......... Ua—AA—U4 UJW r`nuucr,i rc .. - ---'•' NOTE; 1. ALL PRIVATE STORM PIPE LESS THAN OR EQUAL TO 10X SLOPE SHALL BE N-12 WITH WATERTIGHT INTEGRAL BELL IN 13'LENGTHS, OR AN APPROVED ALTERNATE. 2. ALL PRIVATE STORM PIPE GREATER THAN 10% SLOPE SMALL BE PVC, J. ALL CATCH BASINS LOCATED ON GRADES OF 6% OR GREATER SHALL HAVE VANED GRATES. CB'S AGAINST VERTICAL CURBS ON GRADES OF 6X OR GREATER SHALL ALSO BE INSTALLED WITH THRU—CURB INLETS, SEE C.O.A. STD DTL. STORM-10, Record Dr Ming Certification Then to the Contractor's construction records. By G ENE Date /a&Z69 Title/Position: CIVIL N /)VEER Confirmed by Date 1-t1�7 PROJECT REF: FACOI-0016 y These plans ore 'approved' for conformance � the City of Auburns Engineering division requirements. Approved By. Dote Approved:_ l 3N D? W �Q r Q UO 0 �JJ J Q W N N� Z 0 0�5i�a)0 °rW2NQNWQ vir(LZ'1La3� V • �4 0 •� .,.i wA W �m Z� W U � Q iL Q 3 N M `_W / Q U Z U. I _ W WWNNQgpO Q w WQ N WQ0 LL I LL aam0 wai a"W7WN LW f oo QU ¢ 8—Ha. PROJECT NO.: 04030 DRAWN BY: DJW, DCW ISSUE DATE: 06-10-04 SHEET REV.: 1h16-04 n-04W DRA/dAGaE PROFLE (urE •r) .�. L• Grn�.aq,= rc tne� 7wg woe27 HUD DWG # 3a o�UtQ�S REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW COMMENTS. 11-16—n4 n.1W LI C . FINISHED GRADE : 4 657 _ _ EIa'IwEk MAY 8, 2005 250 :_ ....:... ...:. .._:...... ... .... . ..:... .: 0.CL OF PIPE _. _.. :.. -_.. _. ,__.- — —... .� - 250 3 6 1.81� 1 69X -- g=0.0320 N 4X _ — - — — — 181LF 12"ST O O00 ------- — 245 TA 5+02:55 MAIN 3 a0 Q CB 137 (TYPE I) W/ OD � U FRAME AND GRATE. TA 3+21.30 CL MAIN _ _. :: RIM=P53:5 2 S3, 2 c :.: Z Z .. ---- -- — Z B /35, (TYPE I) INV(6")=25i6B2st.2r J W N N 240 _ -.— o STA 1+2846 CL MAIN !VANED GRATE INV(12"):=2525@5t}25o,8% 240 O Z O N X N W U CB �'34,. (TYPE I) W... :: : :: IM=y47,. 297. ss :: :. oD W 2 Q Q FRAME: AND GRATE. NV (6" =24 _. lL a d RIM=207.-0 29G. g S _ 2 2"r l y, :b.0o U -- 6. 22 235 ......-....... ..... ....... " .�,..— :_--�- :.. ... .... ... .... i'IkSB ...... ...... ...... ..... ..... 235 1 STA 0+00.00, MAIN) .. ��EC 2qa, _ - _ C� ' ��„+ hj�l f�•' STA 5+03.63 LINE I CB ,j40 TYPE II-48 0) W (�••j ^ 230 -_. SOLID, 24"f, LOCKING LID. ._...... .:.... __ .:...: :...: ....... _.: ....: ..:.. ...:... .:. .._. _.._.. _. :... 230 RIM=?40rOf 239.49. .. ... .. .. t� fora IE 6"=P36:3 :: :: .: :: : - ::: . _ :: LINE rJ1 .. : :: :: .. ...: .:: ..:: • (� ,1..�- .0 0 IE 12"=235:$T 235, 5'/ : - - : : :: ::rA y .. .. _ IE 15"=235.• 235,vr ' - - SCALE: t`057->ts 225 _: _- 2' w 6-4- X Oh ON � t0I0 00 'O a1 '+O �O b0 10 0 O MIV� aD 70Km nm ao ad road aS 0 6 of Cf ni '}Va KEY MAP 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 a as ), (CL MAIN) - - (LINE 'E I W J ...-_ _._._. GRA TE. zv�e3 3iB5:244 23 ; r142.33 0+40 LINE 'K' SCALE: F ,TAL W 0+80 NOTE 260 EXISTING GROUND ® CL OF PIPE 255 __ FINISHED GRADE ' I 0 CL OF PIPE _ 8.25� 250 Vag_. .... .._. 12"51 0 5l0 logLF STA. 1+8: 66 CL MAIN 245 _. - _CB 1:36 TYPE I) . W/ VANED GRATE - RI14=25" 2 S.S. 87 INV(12")=3$z 2 STA 0+00,00, (LINE K); 2504Q - - - STA 3+21.30, LINE J) 290.bS.,,_, W/ VANED GRATE RIM 241L.7 2117. SS INV.(6')=?45.3924$ INV.(12 235 ...:...: 2vS.z$ .._.. 24Y.76 :. __. _.. _.,.. ...... 2vy,S8 N N rti 0+00 0+40 0+80 1+20 1. ALL PRIVATE STORM PIPE LESS THAN OR EQUAL TO IOX SLOPE SHALL BE N-12 WITH WATERTIGHT INTEGRAL BELL IN 13' LENGTHS, OR AN APPROVED ALTERNATE. 2. ALL PRIVATE STORM PIPE GREATER THAN IOX SLOPE SHALL BE PVC. 3. ALL CATCH BASINS LOCATED ON GRADES OF 6X OR GREATER SHALL HAVE VANED GRATES. CB'S AGAINST VERTICAL CURBS ON GRADES OF 6% OR GREATER SHALL ALSO BE INSTALLED WITH THRU—CURB INLETS. SEE C.O.A. STD DTL. STORM-10. LINE V SCALE No aL'r.20' Record Dr wing Certification These draw' s f to the Contractor's construction records. By. Date /0//� Title/Position: CIVIL ENGINEER Confirmed by City. G'L Dote 1=Llyi 4+80 PROJECT REF: FAC01-0016 / 1L//e�a $'(7 These plans are "oWoved' for conformance with. the City of Auburn s Engineering division requirements. Approved By. Date Approved: co r Z D W o a U LPL < 3 " M W^ N > LL W al N W a Me') � . cC4 am38 ~W LL J Q m Q URma PROJECT NO.: 04030 ` DRAWN BY: DJW, DM ISSUE DATE: 06—*—CK SHEET REV.: 11-16-04 STOFMA DHAMAGE PFX)F4L E AND L M 'K') P:3)dd\04D30\ 04030 St.,, Dr.m.ge P,01i S. dwg C28 HUD DWG # 36 (//V/V ✓V REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :DELETED STILLING WELL FROM CB/7-BP PER CITY :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW OF AUBURN COMMENTS 10-05-04 DJW COMMENTS. 11-16-04 DJW ma's" sr s�o 220 JLCLEARANCE SEWER MAIN CROSSING INV 8" ST = 223.12 INLET I BEEHIVE BYPASS 67LF 15"ST - 0.59' RIM 230.0st` 5=0.0567 INV(15 ST)=226.00 :'. 7H FROM INLET _._ -.-_ ..:. .:. _. FINISHED GRAD O CL OF PIPE 210 _ :. EXISTING GROUND ELEVATION - O, CL OF PIPE N h o o o ^ n 4) ro n w v n' �p ^ `o o NN N N N o 6 N N N N u9 N v N of N : :: :. 195 0+00 0+40 0+80 1+20 1+60 / \ CBS -BP, (TYPE IL) W/ CB6-BP, (TTPt IL) W/ SOLID, LOCKING LID _,_ RIM=SOLIDLOCKING LID �' 'P-j .:......-...... RIM-266.60 2z07.32 RIM=2B5:9B 1%?2, gS :. 215 _. rNV /u"lm�aaaa 2.2.07. _ INV(15")-29t00- 199,75' !?A R9 2+00 2+40 2+80 3+20 4+40 MATCH'' LINE STA. 4+60.00 SEE PROFILE'' ABOVE rs FINISHED GRADE O CL OF PIPE `\ 7+60 8+00 _- -175 ...:... :, :... _... __ _.._.. _.... B ._... _.__ __... C88-BP, (TYPE IL) W/ LID SOLID, LOCKING �y, � '*lr�rs RIM=1-79fl8 iCB, 3`! I INV.(15"j=t88:6@/C6CC.l3 ..:.. .:. .. ..:... C137-BP, (TYPE...IL) W/ \ a... _._ :.. _._. _. I _......... _._. SOLID, LOCKING LID RIM=tE2:OC i8h 36 - : EXISTING GROUND - INV (15) Y7ff6B I77. L'Y O CL OF PIPEru 8 \ J N 6}pq OD - EXISTING GROUND ELEVATICN - - ~ OD .. O...CL OF PIPE. t LLJ N - Ch b v). h,ao 0oto ov 4-M 5+20 5+60 6+00 6+40 6+80 7+20 BYPASS LINE SCALE: VERTICAL- T's HOTQONTAL-r-W .190 NOTE: 1. ALL PRIVATE STORM PIPE LESS THAN OR EQUAL TO IOX SLOPE SHALL BE N-12 WITH WATERTIGHT INTEGRAL BELL IN 13'LENGTHS, OR AN 65 APPROVED ALTERNATE, 2. ALL PRIVATE STORM PIPE GREATER THAN 10R SLOPE SHALL BE PVC, 1W 3. ALL CATCH BASINS LOCATED ON GRADES OF 6% OR GREATER SHALL HAVE VANED GRATES. CBS AGAINST VERTICAL CURBS ON GRADES OF 6x OR GREATER SHALL ALSO BE INSTALLED WITH THRU-CURB INLETS. 175 SEE C.O.A. STD DTL. STORM-10. 4. PROVIDED STILLING WELL IN CB7-BP. SEE DETAIL, SHEET CI7. 0vJ 9 1 150 Record Dra ing Cer ificotlon Three dr 'o the Contractor's construction records. �� ��'�,,, By.ja- Date &Z/7/* Title/Positior CIVIL ENGINEER Confirmed by City.G.� Dote!'tt'Oi PROJECT REF: FACOI-0016 `, These plans are *approved' for conformance Mth the City of Auburn's Engineering division requirements. Approved By Date Approved: \04 I� MAY 6, 2005 1 3 L0 Ujo OD ai 0) o 'a 3 D 0 0 Z Jo�NN11 0Lo0XUm vcrE �U- (L W! 0� , rlbill),� b9 o r; j to co r Z a W o P U IL < 3 " W o N Q V al L�u Q � �a N �QM aW3g LL Y a ¢p m-J�pa0 IL oaN� PROJECT NO.: 04030 DRAWN BY: TLR, DJW ISSUE DATE: 06-18-04 SHEET REV.: 11-*-04 BYPAW STORM DRAMOE Lim PROFLE STA 0+00.00 TO STA 8+20A0 P. \Idd\04030\ 0< AC, AW-,i Orainoye Pro Mlles dwq C 29 HUD DWG M 37 ssssss� <.i,_z- q "� 70 REVISIONS: REVISED PER CITY AND COUNTY COMMENTS 08-20-04 DJW REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS 08-25-04 DJW COMMENTS 09-27-04 DJW COMMENTS. 11-16-04 DJW N U ^ ru z Y OV 05 N ofs W co CONC. BLOCKING I J a J _ + J STORM MAIN CROSSING V N INV, 18" ST = 113.95 _..,. CLEARANCE_= 0.82 LLJ 10+80 SEWER MAIN CROSSING \\<N CLEARANCE = 3 78' F .•I ITM f3M IT,# 125 120 FT -A NOr4 1. ALL PRIVATE STORM PIPE LESS THAN OR EQUAL TO 10X SLOPE SHALL BE N-12 WITH WATERTIGHT INTEGRAL BELL IN 13'LENGTHS, OR AN APPROVED ALTERNATE. 2. ALL PRIVATE STORM PIPE GREATER THAN 10X - SLOPE SHALL BE PVC. 3. ALL CATCH BASINS LOCATED ON GRADES OF 6X OR GREATER SHALL HAVE VANED GRATES, CB'S AGAINST VERTICAL CURBS ON GRADES OF 6X OR GREATER SHALL ALSO BE INSTALLED WITH THRU-CURB INLETS, SEE C.O.A. STD DTL. STORM-10. 4. PROVIDED STILLING WELL IN CB10-I0. SEE DETAIL, SHEET CI7. BYPASS LINE SCALE: vmnc-IL- "-5' HOMONTAL- 1'-2U Record Dr wing ification These dr s to the Contractor's construction records By. Dote &AiJ* Title/Positlon: C I VI L ENGI NEEE Confirmed by City. C£ Dote1-M-01 PROJECT REF: FAC01-0016 /3/io%/ ty These plans are 'approved' for conformance with the City of Auburn's Engineering division requirements. Approved By. Date Approved: i� MAY 6, 2005 I 30 fA O LL. O >Q r a3 0 1 IID 0. z:t 6 60 JOZNZ ..^� 0ZONXGm0 bA U 00 b� r CW Q i U < N Wr� N 7W Q �LL W NNN N w Q 4w aN3 Fw _ Y W 0 PROJECT NO.: 04030 DRAWN BY: TLR ISSUE DATE: 06-0-04 SHEET REV.: 11-16-04 BYPASS STORM DRAINAGE Lim PROFILE STA 8+20.00 TO STA 16+66.21 P: \Idd\04030\ 04030 Storm D,am.ge Profiles. dwg C30 HUD DWG 4 38 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS. 11-16-04 DJW A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST SITE WALLS UNDER 4.0' HIGH SITE WALLS UNDER 4' HIGH DO NOT REQUIRE STRUCTURAL REVIEW OR APPROVAL. CONSTRUCT PER ROCKERY IN CUT / FILL AS NEEDED PER DETAILS ON SHEET C33. ALL WALLS UNDER 4'IN HEIGHT MAY ALTERNATELY BE INSTALLED AS MSE WALLS OR SOIL NAIL WALLS AS CONDITIONS DICTATE. SEE DETAILS. SHEET C33 OM f L4 �iT� -- -- -- -- -- m -- 1 ^ —� -I- _ A L. -I- - - __ - - ---+'- _-:171_ _ t Ir t_- _-/- 1 / ♦ _ i � ,�� \� \ ♦ / / 12 4 0 — __----___ SITE WALLS 4.0' AND GREATER c33 CAST IN PLACE CONCRETE WALL IN CUT DETAIL LETTER (TYP.) �e CAST IN PLACE CONCRETE WALL IN FILL SHEET LOCATION (TYP.)� C33 C33 ROCK WALL IN CUT C33 ROCK WALL IN FILL Record Drow Certification These draw.i o the Contractor's construction records. By ENS Date d 7 Q6 Title/Position: CIVIL FAfG1Nj5T-R Confirmed by City C!L Date/-//-07 SCALE • 1" = 50 �rlll�ll�ll �I ulll I111.1�t1�1V� Al� PROJECT REF: FAC01-0016 i a//%•/ 71 These plans are *approved" for conformance with the City of Auburn's Engineering division requirements. Approved By: Date Approved: to (!j O OD W0 r Q W O W 0 0 °° 00 U Zto Z .. W F)P0 - z �j I U or a xto m OD C\l VIrL� N 3 a Z Q W o U < 3 M W O N 0 OW LL zF- W Co WNN U NJ QWadi, 003: C1, It. W �g 0O PROJECT NO.: 0/000 DRAWN BY: DCW ISSUE DATE: 06-19-04 SHEET REV.: 1(18-04 SITE RETAINING WALLS EXHIBIT NORTH BENCH P dd\04030\04030 Site •etammg Wolin dwg C31 HUD DWG * 39 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS. 11-16-04 DJW ME A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST SCALE: 1" = 50 SITE WALLS UNDER 4.0' F NC I SITE WALLS 4.0' AND GREATER 50 0 25 50 100 SITE WALLS UNDER 4' HIGH DO NOT REQUIRE STRUCTURAL REVIEW OR APPROVAL. C33 CAST IN PLACE CONCRETE WALL IN CUT CONSTRUCT PER ROCKERY IN CUT / FILL AS NEEDED PER DETAILS ON SHEET C33. ALL WALLS UNDER 4'IN HEIGHT MAY ALTERNATELY DETAIL LETTER (TYP.) —tee CAST IN PLACE CONCRETE WALL IN FILL —mmmmmmllwp,—_-,awmlr _ — — — — BE INSTALLED AS MSE WALLS OR SOIL NAIL SHEET LOCATION (TYP.) C33 — — — — -WALL" c AC EDITIONS DICTATE. SEE DETAILS. SHEET C33 _ ROCK WALL IN CUT C33 OC A IN FILL Z 7 v� \ SOUTH RESIDENTIAL BENCH I ____ A I 1 111\ 1\i1\\\llllll' C II 1v'vvllllifl�llt \ `�� V .� I II II I Ilullll � v v1- illll11111t t \ y , v . lnl;illlh, t l//lllll,l,l y CC C C. / \\\ \ \\`\ \ '� a \ \ \ � AVAA VA A VAVA VAV A Q -__-- -___' _ _ _ y I `\\ a\ :�\\\\\\\I ♦\ J. � - 'n'm..'.�"`,u �.� �-- —1 _— Ex IC�Sr __—� '— =L.d gx te�.cT � � _ —_ _ — __ _ - x •- -may �- �srte��svr)rr¢a_cs3 CBI�IH ( E II- e)\ *cAAACAyA�C sA�i i r -�L = !.�W�BEE\-HIV \ E V v _ i _ 473-" Record Dr ing Certification These drew to the COntfaCter.E (:oflEtru(:tl(M records. By-0lE E Date ID / Tttse/Position: CIVIL ENGINEER Confirmed by City./ '— Date ML PROJECT REF: FACOI-0016 , 3//01 e These plans are "approved' for conformance wNt On City of Auburn's Engineering division req *wwts. Approved By. Date Approved: I Z./ 1r/ 0 `( n J I EWIKS: MAY 6. 2005 1 §in �CID WOI O g Q 3 ro °D OD 0 roCID ZZ ..IA n1W—(9 ooOU) L0 LLI lira(L VJ,I U U ri •U Me 0 a 00 tap AWLw U a+ I— WS Q G � U I.L < 3 0 0 WN / 3 aW IL W N N V r 01 cc d(11 _ N W ogw IL "aff PROJECT NO.: 04030 DRAWN BY: DOW ISSUE DATE: 06-S-04 SHEET REV.: 1I-16-04 SITE RETAN NG WALLS EXHIIBIT (SOUTH BENCH) P:dd\04030\04030 Site retaining Wolls.(1wg C32 HUD DWG # 40 REVISIONS: REVISED PER CITY AND COUNTY REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS, 11-16-04 DJW PROVIDE A 2' EXTENSION OF RETAINING WALL ALONG BACKSIDE OF BUILDINGS AS A DEBRIS BARRIER. .i FINISHED.r GRADE Z <� 1_2 v W NY 6 x 0 } N 0 I ,2'J MIN. 1.0' 1 �` EXIST. GRADE GUNITE UNED SWALE PROVIDE POSITIVE SLOPE TO DRAINAGE COLLECTION POINT SEE PLAN FOR LOCATIONS. 1' WIDTH OF FREE DRAINING FILTER ROCK (AS APPROVED BY SOILS ENGINEER.) MINIMUM 4" DIAMETER PERFORATED PIPE; MIN, 1X CONTINUOUS SLOPE TO OUTLET; PIPE AND OR CUT FACE LINED WITH FILTER FABRIC. 2 (OR FLATTER) 1 RIWOR111"T UE"114 �HEIOHT (MM. s') ROCK WALL IN FILL Col SCALE: 1"=3' 31 CONVEX CURVES H CONCAVE CURVE V CUT WALL DESIGN 1' WIDTH OF FREE DRAINING FILTER ROCK (AS APPROVED BY SOILS ENGINEER.) COMPACTED FILL SHOULD BE A GRANULAR SOIL AND COMPACTED TO 957E MIN. OF MAXIMUM DRY DENSITY IN ACCORDANCE W/ ASTM D-1557-78 (MODIFIED PROCTOR). -GEOGRID REINFORCEMENT SHOULD BE MIRAGRID 5XT OR EQUAL. (REQUIRED WHERE DIRECTED BY SOILS ENGINEER. 4" PERF, PVC DRAIN (TIE TO STORM) BAN: TO BE A 6" DEPTH OF 95% COMPACTED GRANULAR FILL. PROVIDE FOR A LEVEL BASE IN BOTH FRONT TO BACK AND SIDE TO SIDE TO DIRECTIONS FOR WALLS BELOW. 10.0' IN HEIGHT. FOR WALL ABOVE 10.0' PROVIDE A TILT FROM FRONT TO BACK SO THAT THE BACK IS 1" LOWER THAN THE FRONT STARTING AT THE FOUNDATION. THE NUMBER OF COURSES BELOW FINISHED GRADE WILL VARY DEPENDING ON THE APPLICATION. Stl(X:EEDW UNITS: A. INTERLOCKING EACH UNIT WITH IT'S ADJOINING MEMBERS IS ACCOMPLISHED WITH THE HIGH -STRENGTH FIBERGLASS PIN SYSTEM, B. CENTER EACH UNIT OVER THE TWO SUPPORTING UNITS BELOW AND PULL UNIT FORWARD, AWAY FROM THE EMBANKMENT, UNTIL MOVEMENT IS RESTRICTED BY THE INTERLOCKING ACTION AT THE PINS AND THE KIDNEY RECEIVING CUPS. THIS SLOPES THE WALL BACKWARD TOWARDS THE EMBANKMENT, WITH AN AUTOMATIC SET -BACK OF 1/4" MINIMUM PER LAYER. C BACKFILLING SHOULD BE COMPLETED AT EACH 8" COURSE WITH A COURSE GRANULAR MATERIAL. (NOTE: DO NOT USE A MECHANICAL COMPACTOR DIRECTLY ON THE KEYSTONE UNIT.) D. TIE BACK MATERIAL WILL LIE BETWEEN ADJOINING COURSES WHILE INTERLOCKING WITH THE PINNING SYSTEM. WALLS UP TO 6.0' HIGH MAY NOT REQUIRE A TIE BACK SYSTEM. (SEE GEOGRID PLACEMENT CHART.) E. DRAINAGE SYSTEMS SHOULD BE REVIEWED FOR ALL WALL DESIGNS TO REDUCE DEVELOPMENT OF HYDROSTATIC PRESSURE. F. CURVES AND CONTOURS WILL TAKE SPECIAL CONSIDERATION. • THE BASE COURSE MUST BE LEVEL. • CONVEX CURVES- REQUIRE APPROXIMATELY A 1" GAP BETWEEN LIMITS FOR A 6.0' HIGH WALL AND WILL ALLOW A RADIUS AS TIGHT AS X-3". • CONCAVE CURVES REWIRE AN OVERLAP OF UNITS EDGES AND MAY BE AT TIGHT AS A 90' CORNER (NOTE: OVERLAPPING AND GAPPING WILL VARY DEPENDING ON THE HEIGHT AND CURVATURE OF EACH WALL.) THE ABOVE INSTALLATION GUIDELINES APPLY TO ALL UNIT SIZES. 2 (q2 FLATTER) 1 � CAST IN PLACE CONC. RETAINM GENERAL NOTES FOR ROCKERIES IMPACTED FILL SHOULD A GRANULAR SOIL AND IMPACTED TO 95X MIN. MAXIMUM )RY DENSITY ACCORDANCE W/ ASTM -1557-78 (MODIFIED �OCTOR). 12" MAX LIFTS. 4" PERF. PVC DRAIN (TIE TO STORM) IN RLL C34 FOR STRUCTURAL WALL 1. ROCKERIES 4' AND OVER IN HEIGHT REQUIRE A BUILDING PERMIT. 2. FOR ROCKERIES BETWEEN 4' AND 6' HIGH, THE INSTALLER OR CONTRACTOR SHALL PROVIDE A LETTER TO THE BUILDING INSPECTOR PRIOR TO FINAL INSPECTION CERTIFYING THAT THE SUBGRADE AND DRAINAGE HAVE BEEN PREPARED IN ACCORD WITH THESE STANDARDS. 3. ROOKERIES 6' AND OVER IN HEIGHT REWIRE ENGINEERING SUPERVISION BY SPECIAL INSPECTOR (UBC 3068). WHICH AT MINIMUM SHALL CONSIST OF INSPECTION AND WRITTEN CERTIFICATION OF SUBGRADE, PLACEMENT OF BASE COURSE AND DRAINAGE, AND FINISHED ROOKERY. 4. ROCK SHALL BE SOUND AND HAVE MINIMUM DENSITY OF 160 POUNDS PER CUBIC FOOT. 5. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW. 6. IMPROVED WALKING SURFACES ABOVE AND ADJACENT TO ROCKERIES OVER 30" IN HEIGHT SHALL BE PROTECTED BY A GUARDRAIL CONFORMING TO UBC 1711. 7. ROCKERIES ARE EROSION -CONTROL STRUCTURES, NOT RETAINING WALLS. NATIVE MATERIAL MUST BE STABLE AND FREE-STANDING IN CUT FACE. S. ANY DEVIATION IN DESIGN OR IN PLACEMENT OF ADJACENT STRUCTURES MUST BE SUBMITTED WITH THE SEAL OF A CIVIL ENGINEER CURRENTLY LICENSED IN THE STATE OF WASHMNGTON. INSTALLATIONTHESE PROCEDURES •• NOT TAKE INTO ACCOUNT GEOGRAPHICAL DETAILS,VARIATIONS IN 17E AND SOL CONDITIONS AND THEREFORE MAY REQUIRE FURTHER ENGINEERING • OF O • • HERE SHOULD BE CONSTRUED AS A CONSTRUCTION DETAIL. GEOGRID i ti¢?Ili\•�I.I� • I� tart' I!��• FOR FLAT BACKSLOPE, SURFACE SHOULD BE IMPERVIOUS & SLOPED TO DRAIN. T "HEIGHT 6 (MAX. 10') " SEE NOTES 1-3 FOR PERMIT & CERTIFICATION REQUIREMENTS. ... Mull FIRM, UNDISTURBED SOIL 1 FREE -DRAINING BACKFILL MIN. 2' Will LAYER OF 2"-4" QUARRY SPALLS ADJUSTED TO ROCKERY STABLE CUT FACE IN NATIVE MATERIAL (SEE NOTE 7). 1" (OR LESS) DIAMETER WASHED GRAVEL; MIN, 6" COVER OVER PIPE, MIN. 2" GRAVEL UNDER PIPE. MINIMUM 4" DIAMETER PERFORATED PIPE; MIN, 1% CONTINUOUS SLOPE TO OUTLET; PIPE AND OR CUT FACE LINED WITH FILTER FABRIC. ROCK WALL IN WALL IN CUT SCALE: 1"=3' 31 IF ARD UNIT CAP & MNI UNIT IZTAKI NOTE: THIS DETAIL IS SCHEMATIC ONLY. CONTRACTOR TO CONTACT KEYSTONE PACIFIC N.W., INC. AT 1-800-733-7470 FOR COMPLETE CONSTRUCTION INFORMATION. :CONTRACTOR MAY USE AN APPROVED ALTERNATE WALL SYSTEM. EXAMPLE GEOGRID PLACEMENT CHART ®®®® r •r• r •r • `a M M M IN -\ MSE WALL (KEYSTONE) N.T.S. C Exfe" ft" Swale o�, 1 Permanent Shotorete Wall Soil Halls Miradrain 0000 for Equivalent15, Proposed Grade r 6" Solid PVC Collector Pipe Earth Consultants, Inc. GwbcfrYc81 P.n{Mncering GoobeY. ErIWIXR,pfMtl 9[Y.nCRS Canafn•c•of�. (Cisltlg& ICBO I WABO 1^Vxclbn Servkzs Soil Nail Detail Terrace View Pierce County, Washington Drwn. GLS Date July 2004 Proj. No. 8529-4 Chocked KMW Date 7/26/04 Plate 1 Y Fj Record Drove' g Catif'Lotot,,e_ n Then tr Contractor's construction records.By. GRDate /PA2 OG Titie/Position: CIVIL ENGINEER Confirmed by City: t"� Datel-iN-A-1 PROJECT REF: FAC01-0016 i ah0/0'i -/ These plans are "approved" for conformance with the City of Aubum's Engineering division requirements. Approved By: '� Date Approved, nd tal"`i IEwc& MAY e, 2005 1 co z a W LL (CU � ^Q (L QV n N M WO N r0 OF LL W zZ) CO U >�� Q (L (N oWa d63o /� LL ~YUjN Qa<Z W L r 0 O O W 2 IL U -cnd PROJECT NO.: OMM DRAWN BY: fxw ISSUE DATE: 00-0-04 SHEET REV.: *F%-" SITE RETAINING WALL SECTIONS F.ad\04030\04030 Site rafalring WdIs.dwg C33 HUD DWG * 41 12/15/04 04'29 Pfd'i REVISIONS: NOTE: SEE SHEETS C31 AND C32 FOR GENERAL WALL LOCATIONS AND SHEETS C7 THROUGH C13 FOR MORE GENERAL NOTES SPECIFIC WALL LOCATIONS. ALTERNATES TOCONCRETE RETAINING WALLS ARE INCLUDED ON SHEETS C7 DESIGN CRITERIA THROUGH C13 WITH DETAILS FOR THOSE ALTERNATES SHOWN ON SHEET C33. CODE: UNIFORM BUILDING CODE - 1997 EDITION FOUNDATION 1. STRUCTURAL DESIGN COMPLIES MTH GEOTECHNICAL REPORT E-8529-1 DATED JANUARY 13, 2000 BY EARTH CONSULTANTS, INC. FOOTING BEARING PRESSURE.................Z500 PSF ACTIVE SOIL PRESSURE (NO SLOPE) .......... 35 PLF ACTIVE SOIL PRESSURE (1.5:1 SLOPE) ....... 90 PLF PASSIVE SOIL PRESSURE ...........................350 PLF Record Drawing Certification These in form to the Contractors construction records. By Date /6//7/0 6 Tltle/Position: CIVIL � ENGINEER Confirmed by City. Date r 11'O� ALLOWABLE FRICTION COEFFlCIENT........... 0.40 MIN FOOTING DEPTH..............................18 INCHES CONCRETE 15J AT 18" D.C. AT 1. REFERENCE STANDARDS: ACI-301, ACI-318, UBC. #4H AT 12' O.C. MINIMUM CONCRETE STRENGTH (28 DAYS): FOOTINGS ..........................3,000 PSI CONCRETE WALLS ............ 3,000 PSI AIR -ENTRAINMENT 2.5% TO 5.5% FOR EXPOSED CONCRETE. 2'0 KEEP hw 2. MIXING: COMPLY WITH AO-301. DO NOT EXCEED THE AMOUNT OF AT IMO.C. WATER SPECIFIED IN THE APPROVED MIX. PROPORTIONS OF TYP ALL MYLS AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR Zr EXCESS FREE SURFACE WATER 3. PLACING: COMPLY WITH ACI-301. PROVIDE A 3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. ,�„ 4. SLUMP: 4" PLUS OR MINUS ONE INCH. DO NOT ADD WATER TO MIX 'i TO INCREASE SLUMP. GREATER SLUMP, ACCELERATED SET, OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED ADMIXTURES. 5. CURING: COMPLY WITH ACI-301. KEEP CONCRETE MOIST FOR SEVEN i DAYS MINIMUM. 6. JOINTING: PROVIDE ADEQUATE JOINTING TO MINIMIZE EFFECTS OF VOLUME CHANGE. JOINTS SHOWN MAY BE ADJUSTED AT CONTRACTORS OPTION, WITH PRIOR APPROVAL FROM BONER. WITH ACI 306R FOR COLD WEATHER. e •.• , 14HAT12'O.C. /5AT18"O.C.AT� 14N of I8" O.0 r-0" 4 •' C5' o O o 0 0 00o q°b °0 Cj GUNITE SWALE 12' FREE DRAINIG o• 0 000.0. GRAVEL O •00 : c J pao a t AT 18' O.C. 00 #4AT18'O.C. 0 o TCp�TM o. o O� o F—DRAIN IAT IBT O.C. 7. WEATHER EXTREMES: COMPLY WITH AD 309 FOR HOT WEATHER. COMPLY _A,i. RETAINING WALL SECTION A.Z RETAINING WALL SECTION 8. THE WATER -CEMENT RATIO SHALL NOT EXCEED 0.50 (BY WEIGHT). 3 SCALE 314" = V-0" k,,C3 SCALE 314" = 1'-0- REINFORCING STEEL 1. REFERENCE STANDARDS: ACI 'DETAILING MANUAL' (SP-66); CRSI MANUAL OF STANDARD PRACTICE (MSP-1) 2. MATERIALS: REINFORCING STEEL ASTM A615, GRADE 60 REINFORCING FIBERS: POLYPROPYLENE FIBROUS REINFORCEMENT 3. SPLICES: NOTED. PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT. 4. COVER: LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS OTHERWISE PEDESTRIAN FOOTINGS ...........3 INCHES RAILING PER SLABS...................2 INCHES 5. FORMED SURFACES: (2)p AT TOP, EA FAC WEATHER FACE ...1-1/2 INCHES, #5 BARS AND SMALLER INTERIOR FACE ...3/4 INCH FOR SLABS AND WALLS 2 INCHES, F 6 BARS AND LARGER 1-1/2 INCHES FOR BEAMS AND COLUMNS — PEDESTRIAN RAILING PER (2)14 AT TOP, EA FAC 15J AT 18' O.G— I'-0' AT t ;f4H AT 12' O.C. — 0 2*0 WEEP HOLE �I AT 8' O.0 TYP ALL WALLS t1 m s HOOKS d ALTERNATE l— O°b •� p O o O> .0 0 o' /4 AT 18' D.C. 0 o q AT MID DEPTH °00 c, ° o go •0 ° DRAM O SCALE AT 12• O.Q 45 AT 18' O.0 AT t MR STOP PER ARCH 9 y5 AT 18' TOP/BTM WHEEL STOP PER ARCH .1. • �•. •GRAVEL 12' FREE DRAINIG • •. .• `• �:�/! • r -ION e.2 RETAINING WALL SECTI = i •-0 j kr 3 SCALE 314" = 1'- PEDESTRIAN M 4H at 18" O.0 RAILING PER ARCH (2)/4 AT TOP, EA FACE 05 AT It O.C. �/y'^ 1� /IN AT 12' at 15ATWall AT( 12' FREE DRAINIG GRAVEL {6 J o AT 8" O.C. r-(5)j5 TOP/BTM RETAINING WALL SECTION SCALE 314" = 1'-0' SECTION REFER TO PUN I VERTICAL REINF AT C> LAP 41 BAR DIA TIP MATCH HORIZONTAL REINF SIZE AND SPACING vz 12' FREE DRAINIG GRAVEL v AT 12' O.C. MATCH FOOTING RONF SCALE 314" = i'-O" SIZE AND SPACING (50 LOP/SIM (2)0 AT MP, EA FACE \Y SCALE 314" = 1'-0' FLAP BARS 48 BAR DIA MIN, TYP l OUTSIDE FACE OF WAiLL WALL JOINT— F007ING JOINT STOP 1/2 OF HORIZ WALL REINF AT JOINT MI WALL PLAN N WALL AND FOOTING CONSTRUCTION JOINT AT 5x WALL HEIGHT, 50'-O' MAX. FOR WALLS 10x WALL HEIGHT FOR FIGS ALIGN FIG AND WALL JOINTS. SCALE 3/4' = 1'-0- WATERPROOF UNER/MEMBRANE BY OTHERS, TYP -%4 EA WAY AT 24' O.C. AND AT CORNERS AS SHOWN 14 AT 24- O.C. 4- EPDXY EMBED INTO WALL WITH HILTI HY-150 6' CONC AT FOUNTAIN WALL TYP AT It all IVATWO.C. —FIFE I)IIIIMN7G GRAVEL PER B.3/C34 SEE SHEETS C31, C32, & C33 FOR WALL LOCATIONS V AT 8' O.C. x 7-4' LEAN CONOWTE FILL `—IffY (1500 PSI) AS REQUIRED UNDISTURBED DENSE NA71YE SOIL OR COMPACTED STRUCTURAL FILL RETAINING WALL AT POOL SECTI SCALE 314" = 1'-0" AT It O.C. 7W AND ON Q r cWc G f q: Q 3 " r� W $ ` � X U �U IQL U Wa�� mW S. 8 MT PRC&CT NO.: 04030 DRAWN BY: DCW ISSUE DATE: 06-18-04 SHEET REV.: XX--XX--XX FIETA M40 WALLS JC'RJRAL DETAL 9 P-.aa\04030\04030 Site retaining Waas.dwg C34 1% 1-m DWQ f 42 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS, DETETED COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW GENERAL CONSTUCTION NOTES 11-16-04 DJW SANITARY SEWER CONSTRUCTION NOTES 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4") LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (S). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. CROSS CONNECTION NOTES: BACKFLOW PREVENTION DEVICES SHALL MEET THE FOLLOWING REQUIREMENTS: 1. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES SHALL COMPLY WITH THE CITYS TECHNICAL MEMO INSTALLATION REQUIREMENTS FOR BACKFLOW PREVENTION ASSEMBLIES, 2. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES WILL REQUIRE A BACKFLOW ASSEMBLY PLUMBING PERMIT, 3. BACKFLOW PREVENTION ASSEMBLIES SHALL BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH LIST OF APPROVED BACKFLOW ASSEMBLIES. 4. BACKFLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AND INSPECTED BY A CITY OF AUBURN CROSS CONNECTION CONTROL SPECIALIST. 5. PRIOR TO INSTALLATION, BACKFLOW PREVENTION ASSEMBLY PLANS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL BY A CROSS CONNECTION CONTROL SPECIALIST, PREVENTING REVERSE FLOW PRIOR TO BEGINNING THE WATER MAIN INSTALLATION THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE INTENDED METHOD, IN DETAIL, THAT WILL BE INCORPORATED TO INSURE THE PREVENTION OF REVERSE FLOWS FROM ENTERING THE EXISTING DISTRIBUTION SYSTEM. THE PLAN SHALL MEET THE REOUIREMENT OF WAC 246-290-490. THE CONTRACTOR SHALL CONSIDER THIS PLAN AS A SUBMITTAL, AND SUBMIT IT PER THE SPECIFICATIONS PROVIDED IN SECTION 1-06 (SUBMITTALS). THE ENGINEER MUST APPROVE THIS PLAN PRIOR TO THE CONTRACTOR STARTING WORK ON THE WATER MAIN. NF° -i iS 5Ne ET 90 OF 70 WATER MAIN CONSTRUCTION NOTES 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A- 21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52, PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42")• 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE -INCH (12") AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE -INCH (12") AND AT TRANSMISSION MAIN. 4. JOINTS EXCEPT CE T WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 5. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE CITY. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 300 PSI. 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS NUMBERS WATER-14, -16 AND -17. SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF AUBURN WILL INSTALL THE METERS, 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90' BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL ALSO BE USED. SEE STANDARD DETAIL WATER-01. 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD DETAILS WATER-02 AND WATER-03. 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WATER-07 AND SHALL STAND PLUMB. SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18') FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 13. ALL VALVE BOXES IN PUBLIC RIGHTS -OF WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL WATER-16. 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 15. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. 16. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET (15') EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. 17. PACK CROSSINGS WITH STYROFOAM PER CITY STANDARDS FIRE SPRINKLER NOTE: 1. WALL MOUNTED FDC'S SHALL BE PROVIDED FOR EACH RESIDENTIAL BUILDING AND FOR THE REC. BUILDING. AN ALL-WEATHER SIGN VISIBLE FROM THE FIRE DEPARTMENT ACCESS WAY SHALL BE MOUNTED ABOVE EACH FDC. FDC AND SIGN LOCATION SHALL BE REVIEWED AND APPROVED BY AUBURN FIRE DEPT. 2. SPRINKLER SYSTEMS SHOWN ARE SCHEMATIC ONLY, SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010, A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REOUIRED FOR REPAIR. CROSSING NOTES FOR CROSSINGS WITH LESS THAN V (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3" x 48" x 108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET, ALL PIPE CROSSINGS ARE MADE AT MID PIPE, NOT ON A JOINT. WATER SERVICE CALCULATIONS (WATER METER SIZING) STREET APT. FIXTURE SERVICE BUILDING PRESSURE BUILDING UNITS UNITS h METER SERVICE RANGE (PSI) PRESSURE ZONE (CONTROLLED BY PRVO'I) = 380 FT. CLUBHOUSE - - 1 1/2 1 1/2" 56.3-59.3 1 42 728 2" 3" 39.8-56.3 2 28 446 2" 2 1/2" 44.2-58.9 3 42 728 2" 3" 45.5-60.2 4 42 728 2" 3" 45.5-60.2 5 28 446 2" 2 1/2- 45.5-60.2 6 24 476 2" 2 1/2 45.9-53.7 7 20 388 1 1/2" 2 1/2" 43.3-58.0 PRESSURE ZONE (CONTROLLED BY PRV/2 do M3) = 440 FT 8 28 446 1 1/2" 2 1/2" 65.0-79,7 9 20 388 1 1/2" 2 1/2" 60.6-75.3 10 42 728 2" 3" 50.2-66.7 11 36 828 3" (2) 2 1/2" 46.3-60.6 12 42 728 2" 3" 38.1-42.9 13 36 828 3" (2) 2 1/2" 35.1-49.4 RecContracto ord Dra g 'fication These draw to the r's construction recarM. By 6 E DIENEf7 Date /0 //2/06 Title/Positiom CIVIL 'eyw EER Confirmed by City. G 9- Dote f I-y% PROJECT REF: FACOI-0016 /y %ese plons are "approved' for conformance with the City of Aubum's Ewginaring division requirements. Approved By. Date Approved: owses MAY 6, 2005 3 Ian OD 0) QQT7_ OD > � � 0 ZZ.. n EH �OWa a(1)Z vLLIdNIaL04 3� Z a G U � LL 3 " W 0 ° Q O� LL Co� W CIII ori) CNIop WQ V //Q� 0 /IL LL weIII J W 1p� QQ �I LL V�N PROJECT NO.: 04030 DRAWN BY: MTL ISSUE DATE: 06-*-04 SHEET REV.: 111-16-04 NCnW (WATER AND SEVVM te: awl C35 HUD DWG II 43 01DI REVISIONS :REVISED PER CITY AND COUNTY COMMENTS 08-20-04 DJW — — — _ S 01'16_27_W 1395.55' NORTH RESIDENTIAL r = _ &ib-416 �iliii. - �l�►s��j 11#111 / 1 / 9 f l 1011 A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. — — — — — — — — N 00'31'15" E 1399.87' — — — — S 88'57'32" E—\ 50.00' I� SI CA URBED. D AND Qw� TRACT—J S 01-16'27" W 530.00, a rn ' 00 r 6 ZI � \ 1 �1O AND BUFFER TRA \ — — _ S 10'08'47' W _ 324.19' SCALE: 1" =100' 100 0 50 100 200 S1 `W so OUTH RESIDENTIAL BENC ` I > - - - I h ILj L ��- r F. o N _ Utz B BMFFEWEIRAC 1D 1100.59 — 655.3 'Adl Ad I /I _ - - S 77'57,'35" E --/ 91 13_ I BOOSTER PUMP STATION N 07.38'S5' w w (DESIGN BY OTHERS) 37 46, N 34' 0'20' _ 7 7 6 34'30 20 R 19 5¢ i I tt d1 b\ q w w DATUM USGS (PIERCE COUNTY) BENCHMARK FOUND 3 1/2" BRASS DISK AT NE CORNER OF CONCRETE FOOTING TO OLD STEEL TRANSMISSION TOWER APPROX. 75' SWLY FROM 1/4 CORNER 1 & 6 MARKED UCS & GS #252, 1944. ELEVATION - 70.51 ♦� ,N11, v< vv In 4P 01 ti.. n I _ _ Y 5j9 A 131.456. W 5 N1 S 34'12 04 E 53 00 S 58'5618 It S 75'52'37" 23.92' _ EY HIGHWAY t I I Record Drawing Certification These drowi s c ml ZIENER ontractor's construction records. By A. Date 0 I2/6C Title/Position: OWL ENGINEER Confirmed by City /• Dote1—II'Cl PROJECT REF: FACOI-0016 0, y These plans are "approved" for conformance with the City of Auburn's Engineering division requirements. Approved By Date Approved: '4t96� �n6��LL Ya`04 EMRES: MAY 6, 2005 3Lo U) Uj O 00 WO >Q O D 3 0 00 05 .. C) z2 . �0LDN In�(7 C\jN Z 000WYNQNWQ d IrL U_ L Cn Cz V ,✓ o C�• a�i BU H Ua PROJECT NO.: 04030 DRAWN BY: (MH ISSUE DATE: 00-18-04 SHEET REV.: 11-16-04 r KEY MAP (WATER AND SEWER) P:\Idd\04030\9910Ckey.dwg HUD DWG * 44 07Diggb.. 315,01 E 3ra. /5 E , 3ry,00 yr. 31v,00 5, REVISIONS: REVISED PER CITY AND COUNTY COMMENTS 08-20-04 DJW REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS. MINOR PARKING COMMENTS 08-25-04 DJW COMMENTS 09-27-04 DJW PARKING REVISIONS PER LANDSCAPING. 11-16-04 DJW A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. i I 1- 12" CAP (MJ) WITH 16LF 12�' D.I.P., PROVIDE' / I ! I I I CONC. BLOCKING 16LF OF 1Ir STEEL SILEVE I UNDER CONCRETE RETAINING WALL STUB 14LF OF 12' D.I.P. TO NORTH PROPERTY LINE FOR ) 15.1(t) — — — — — — — FUTURE EXTENTION BY OTHERS - - — - - - - — — — - — STA. 2+68, (CL WATER MAIN, E) a 338LF 12 D.I.P.(TRANSMISSION --- STA. 0+00, (CL WATER MAIN, N) , ( ANSMISSION LINE)'. ! `, \ `, 1 ,' - , 1- 12" x 12" TEE (FL x FL x FL) v -TI I I II _L__\}_ `\ - W/CONC. BLOCKING y�" f I 1-- �-T.-f I-I�}t11----- ----------------- J_ 1_ 1- 12" BFV (FL x MJ) _ �. I I I. � ; ,III '�-- L------- 1- 12" GATE VALVE FL x MJ I, SSMH #1509-62 STA. 2+190, (CL WATER MAIN)KIND' III IIII 1- 12" x 45' VERT. o RIM= 331.73 337,00 •.� (MJ x MJ) INV 8' IN (N)= 324.+2-= 23.8? W r w , /CONC. BLOCKING INV, e" OUT (S)= 32+02 323.75 >� - o / PRONOE PIPE ANCHORS 40.0' PROVIDE 15.0' WIDE CITY OF r r STA. 2+74, (CL WATER MAIN) O.C. PER DETAIL SHEET C21 AUBURN WATER EASEMENT. STA. REMOVE DOSTING CAP , (CL WATT D 1— 12" x 22 1/2" BEND BLOCKING AND CONNECT (MJ x MJ) TO EXISTING 12" GATE f / I W/CONC. BLOCKING VALVE DEFLECT PIPE TO PROVIDE 42' _ v J� MINIMUM COVER UNDER DRAINAGE I PIPE. I I % SPRINKLER RISER ROOM, (TYP.) 79LF D.I.P. FIRE LINE (WET) STA. G+88, (CL WATER MAIN) 1- 12" x 12" TEE (FL x FL x FL) W/CONC. BLOCKING 1- 12" BFV (FL x MJ) 1- 12' ADAPTER (FL x MJ) 1- 12" GATE VALVE (FL X MJ) STA. 12+00, 102.5' LT (CL ROAD) 1- 12" x 22 1/2' BEND (MJ x MJ) W/CONC. BLKG 12" PRV STATION PER CITY OF AUBURN STD. DETAIL WATER 12-A, B AND C. (REGULATES 440 ZONE) SSMH p1509-61 RIM= 325.2i325.v7 : 1 INV. 8" IN (N)- 3fff56 3�G 2 INV. 8" OUT (S)- STA. 12+00, 69.7' LT (CLROAI) 1- 8" x X" TEE (MJ x FL) - W/CONC. BLOCKING SEE FIRE SPRINKLER NOTE 15LF 12" D.I.P. PROPOSED POWER ) TRANSFORMER LOCATION L' STA. 11+96, 59.4' LT (CL ROAD) 1- 12" x 22 1/2' BEND (MJ x MJ) j W/CONC. BLOCKING SSMH #1509-60 RIM= 324:75 325.03 I INV. 8" IN (N),- 313.29 }yy�99 INV. 8" OUT (s)= STA. 11+90, 33.7' LT (CL ROAD STA. 0+00. (CL WATER ,MAIN) , 1- 12" x 8' TEE (FL x:FL x W/CONC. BLOCKING 1— 12" GATE VALVE (FL k MJ;; \ 1 1— 12" ADAPTER (FL x MJ) 1— 8" GATE. VALVE (FL x MJ , STA, 11+79, 1.6' LT / SSMH #1509-36 / ,C RIM= 3242532H,/S �( INV. 6' IN (NE)— : S14.4 / INV. 8" IN (N)- 3i4.39 f / /I INV.. B" OUT (s)= 3t4:26 11 , W J �l PROPOSED UNDERGROUND / POWER 1 P PROVIDE 31 0 WI CITY OF AUBURN 11 SEE SHEETS C46— C55 FOR 0 v SANITARY AND WATER PROFILE DESIGN. I STA. 12+05, 92.5' LT (CL ROAD) 1- 12' x 90' BEND (IMIJ, x MJ) - r .6 W/CONC. BLOCKING r'1 STA. 12+04. 88.8' LT (CL ROAD) SCALE: 1' — 20' 4r Wag ry W r 1 1= 12" x 12" TEE (FL x FL x FL) 20 0 10 2o 40 " W/CQNC. BLOCKING 1- 12 GATE VALVE (FL x MJ) . 2 1- 12" ADAPTER (FL x MJ) oBLF 12" D.LP. 1- 12 90' BEND (MJ x MJ) 326 W/CONC. B40CIONG `IOLF 8" D .V. / ULDG. C. ;" vi .INV. 320. \ 5�r d 5 94r- ,v • 9 � - ` METER WITH g ` . ACK DEVICE TYP WA 2s W-' EET ®i „ Sao 528 STA. 0+65, (CL WATER MAIN) " /1- e" , �k 1- 12' GATE VALVE (MJ x FL)�� 2OLF 12" D.I.P. NOTE: 1. PROVIDE A MINIMUM COVER OF 42" OVER ALL WATER MAINLINE f-! STA. 12+00, 72.7' LT (CL ROAD) 2, PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR TRANSMISSION MAIN 1- 12' x 12" TEE (FL x FL x FL) AND FIRE LINES. USE MEGA LUG FITTINGS AND THIN-LOC OR ROMAC W/CONC. BLACKING I GRIP -RING GASKETS TO RESTRAIN MJ FITTINGS AND TITE-ON PIPE JOINTS 1- 12" GATE VALVE (FL x MJ) 3. FIRE DEPARTMENT CONNECTIONS ARE REQUIRED FOR EACH BUILDING. SEE 1- 12" ADAPTER (F4 x MJ) NOTE SHEET C35. 6LF 12"' D.I.P. 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE NEAREST y 1- 12 90" BEND '(MJ x MJ) : DOWNSTREAM MANHOLE. W/CONC, BLOCKING 5, THE PRV WILL BE SET TO CITY OF AUBURN STANDARD PRESSURE RANGE 7 BETWEEN 35 PSI MIN. AND 80 PSI MAX. STA.-0+08, (CL WATER MAIN) 6, SHOP DRAWINGS FOR PRV STATIONS PREPARED BY GC SYSTEMS. CONTACT / 1 12"x22 1/2" BEND CAROL WELLS AT 1-B00-525-9425 (MJ x MJ) W/CONC. 7. ALL HDPE PIPE TO BE SERIES 1000 SDR17. BLOCKING � F9RE SPRINKLER NOTE: O I\ I SPRINKLER SYSTEMS SHOWN ARE TO BE 4" OR 6" DIAMETER AS DETERMINED BY FIRE PROTECTION ENGINEER. SEE NOTE, SHEET C35. \ I STA. 1+58, (CL WATER MAIN) �1 1- 8" x 22 1/2- BEND (MJ x MJ) I W/CONC. BLOCKING Q $TA. 1+61. (CL WATER MAIN) MJ x FL) W/CONC. BLOCKING 1— 6" GATE VALVE (FL x FL) 1— 6" FIRE HYDRANT ASSEMBLY \ (PER CITY OF AUBURN / I STD. DTL WATER-07) 1 1— 8" GATE VALVE (FL x MJ) ./� 1— 8" ADAPTER (FL x MJ) l I W�"RRT` / �O.LP,v 33U w .STA. 2+45, (CL WATER MAIN) i 32 1— 2" AIR AND VACUUM RELIEF VALVE MATCH LINE, SEE SHEET C38 FOR CONTINUATION KEY MAP W Record Draw g Cer ' 'cation Thex drawn to the Controctor's construction records. � By. Date Title/Position: C 1 %4L ENGINEER Confirmed by Cityi'- Date -1(-C ) PROJECT REF: FAC01-0016 y These plans are 'approved" for conformance with the City of Aubum's Emjneerng dkolsim requirements. Approved By. Date Approved: I S lowies MAY 6, 2005 1 3. L'nn Tn W 1 >O O Q 00 0 I I U Oz00XLomU 1�LLL L Ijri1 eC I �'0'V*U p-I � on I wQ W U rs. W o Q < Q N _W Q$ k aW LL W CORN6 U Q� iL(3" aW PROJECT NO.: 04030 DRAWN BY: WM ISSUE DATE: 06-19-04 SHEET REV.: Ti-18-" WATER AND SEWER I PLAN (NORM+ ) rP:\Idd\04030\WASSOI C374w9 C37 HUD DWO 4 45 o71)i896 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS. MINOR PARKING COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW PARKING REVISIONS PER LANDSCAPING. 11-16-04 DJW STA. 10+67, 6.7' LT (CL ROAD) STA. 5+93, (CL WATER MAIN) 1- 12" x 8" TEE (FL x FL x FL) W/CONC. BLOCKING 1- 12" GATE VALVE (FL x MJ) 1- 12" ADAPTER (FL X MJ) 1- 8" GATE VALVE (FL x MJ) PROPOSED — UNDERGROUND POWER PROVIDE 33.0' WIDE CITY OF AUBURN UTILITY EASEMENT. 10' MII CLEAR STA. 9+87, 5.0' RT SSMH #1509-35 RIM- 31-2,32 312,09 INV 6' IN (E)- iG6;66 30SOB INV 8" IN (N)— jQ�p}43oS.O INV, 8" OUT (S)- My?,yWh4tROVIDE 31.0' MADE CITY OF AUBURN UTILITY EASEMENT. STA. 8+63, 5.2' LT 1- 12" x 22 1/2' BEND (MJ xMJ) W/CONC. BLOCKING STA. 8+63, 10.4' LT 1- 12" x 22 1/2' BEND (MJ xMJ) W/CONC. BLOCKING STA. 8+32, 1.9' LT 1- 12" x 6" TEE (MJ x MJ x FL) W/CONC. BLOCKING 1- 6" GATE VALVE (FL x FL) 1- 6" FIRE HYDRANT ASSEMBLY (PER CITY OF AUBURN STD. DTI_ WATER-07) STA. 0+25, 2.8' LF BLF 12' D.I.P. 1- 12" x X" TEE (MJ x MJ) W/CONC. BLOCKING SEE HIRE SPRINKLER NOTE STA. 8+18, 6.2' RT SSMH #1509-34 RIM= 997-:24207.03 j INV. 6" IN (E)= 200.1 269.63 INV. 8' IN (M- 298.99 29! Sbklki% A� t INV. 8" OUT (S)- 209,99-290." I I 1 I I I I I I 13LF 8" D.I.P. 1 STA. 7+83, 5.4' LT (CL ROAD) STA. 0+00, (CL WATER MAIN) 1- 12" x 8" TEE (FL x FL x FL) W/CONC. BLOCKING - - 1- 12" GATE VALVE (FL x MJ) 1- 12" ADAPTER (FL x MI 1- 8" GATE VALVE (FL x MJ) , \ PROPOSED UNDERGROUND \\ \\ POWER I A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST MATCH LINE, SEE SHEET 037 FOR CONTINUATION STA. 2+48, (CL WATER MAIN) 1- 8" x 45" BEND (MJ x MJ) r STA 32, (CL ) W/GONG. BLOCKING. i, 1- x lEE x '�A ' n 61� � CITY f1F A� MNAD �./ - - 3+�2 STA. 2+82, (CL WATER MAIN) D.. -:AWA R EA EMENT 1- 8" x 45' BEND (MJ x MI �• . - . N) �, I W/CONC. BLOCKING. I41111111111111111 LL 1A N I I I FI LF 6" PVC SVC. _ 2.0% (MIN D.I.P. OPDsee MER 641E D .I N . LINE ---_-- P.I.V. Tl 1 (TYP.) 1 BLDG, C.O. INV.= 310.00 F I PROVIDE STEEL l .5 UNDER ROCKER / C / Ill/ .;y�.A �FA ' �MR-I. ' I ►N>� - Y �.m� 1 - %w U , I I I SCALE 1 -20 l l ut 1. / / ♦ l 20 o Io 20 40 STA. 3+23 (CL WATER MAIN) 1- 8' x, 45", BEND (MJ x MJ) W/CONC. BLOCKING. ST 3+ 7 (CE WATER MAIN) 37 BEN MJ x II BLO66ING.'\1 a 1— 6* FIRE HYDRANT ASSEMBLY 111MR, 0 (PER CITY OF AUBURN STD. DTL WICONC. BLOCKING DO M9STIC WATER METEIR WITH S' • , . . PREVENTION DEVICE �rRa7l FOR METER ` i <�37 32a / KEY MAP / 312 3pp •- ., Oq - I i SEE SHEETS C46— C55 FOR SANITARY AND WATER PROFILE DESK31V. I NOTE: �] FFJJJ 1. PROVIDE A MINIMUM COVER OF 42" OVER ALL WATER MAINLINE $30 PROPOSED POWER' / -0 310 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR �•0 TRANSFORMER TRANSMISSION MAIN AND FIRE LINES, USE MEGA LUG FITTINGS 6" IN -LINE LOCATION 3 II AND THIN-LOC OR ROMAC GRIP -RING GASKETS TO RESTRAIN O8 i MJ FITTINGS AND TITS -ON PIPE JOINTS RIM- 297.00 "� � 3. FIRE DEPARTMENT CONNECTIONS ARE REQUIRED FOR EACH INV. e' = 292.30 3O4:0 FFa - I j 11 BUILDING SEE NOTE SHEET C35 •O 4, STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE NEAREST MMTEIt wlm t� ' DOWNSTREAM MANHOLE. �ri�a r I S. ALL HOPE PIPE TO BE SERIES 1000 SDR17. `y )) FOR METER SIZE. 2g� / Tbt 9ERNCE 0 s . SHEET 8 p g c FARE SPPoNKLER NOTE: SPRINKLER SYSTEMS SHOWN ARE TO BE 4" OR 6" DIAMETER AS DETERMINED BY FIRE PROTECTION ENGINEER. SEE NOTE, SHEET C35. / •_ / r /� / co / 1 'OS-ED--P OYLER w r I I R i / L,o STA. 1+92, (CL WATER MAIN) ISFORME (rY' / / v / I i- 8" x 8" TEE (MJ x MJ x FL) o T.,.i / _ 3p W/GONG. BLOCKING ;TION � . / �' � I I I 8" GATE VALVE (FL x FL) Il_VI 15. MAD"��"' y - / I I 1- 8" FARE HYDRANT ASSEMBLY Record Ora ing Certification \� L WA FEA5EM NTAU U H (PER CITY AUBURN STD. DI These dr&,toontractors construction WATER-07) retards. w T STA. 2+59, (CL WATER MAIN) 1 2" AIR, AND VACUUM RELIEF By. Dote VALVE Title/Position: CIVIL RVGIA(I ^� ; 71 8•�O / / 1 1 l _ l r , �� _ '' D•LP, °i L' � _4© / I I Confirmed by City. '-I / i f S A. 0+r13, (CL WATER MNI, III � ` � � � � I I I I PROJECT REF: FAC01-0016 These plans are "approved" for conformance with the City W/ G / r- d - J)' r � _ {A., 2+8(BE END (MJ x MJ) WATER MAIN) of Auburn's Engineering division requirements. �1 j l • _ i � I � �^ --_ �\ 1- 8" k 4�• B T a W/C0�70. BLOCKING. Approved By: MATCH LINE, SEE SHEET C39 FOR CONTINUATION Date Approved Ill 1 fl OL/ 3 U) Cd 00 lL 0) r CJ < 0 0 1 r 0 JpZ.....,�W 0z0it) xImU to U W A W • Ua r W LL 0 0 < 3 0 W N i 0� LL W N N N a W QQ CE dW3 r LL UWN PROJECT NO.: 04CM DRAWN BY: WRL ISSUE DATE: 08—*-04 SHEET REV.: 1h16-04 � J WATM AND EIEWER l FLAN I (NORTH BENCH) HUD DVVG 4 45 07D 1895Y REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW COMMENTS 10-05-04 DJW 1 STA. 7+00, 5.0' LT (CL ROAD) STA. 5+93, (CL WATER MAIN) t 1- 12' x 8" TEE (FL x FL x FL) W/CONC. BLOCKING 1- 12" GATE VALVE (FL x MJ) N 1- 12" ADAPTER (FL x MJ) -- I 1- W GATE VALVE (FL x MJ) N I PROPOSED POWER a TRANSFORMER LOCATION I I I I I I f 11 ;I 1 i o I I STA. 5+90, 5.0' RT I I I I I SSMH #1509-33 RIM= 266.86 28(.5"Y T - INV. 6" IN X- 2912.89 272, Z4 M.R.I. INV. 8" IN (N)- 2724 272,01 I I I INV. 8' OUT (S)- 2N..8"271," I N '-'1-- , m 0 I 1 PROVIDE 30.0' MADE CITY OF AUBURN i UTILITY EASEMENT. I n I �.I PROPOSED UNDERGROUND POWER (TYPICAL) !. I I I u � I I 1 1/2" IRRIGATION METER WITH BACKFLOW PREVENTOR PER CITY OF AUBURN STANDARDS STA. 0+15, (CL WATER MAIN) 1- x 45' BEND (MJ x MJ)� W/GONG. BLOCKING \, 15LF 12' D.I.P. STA. 4+56, 5.0' LT (CL ROAD) STA. 0+00. (CL WATER MAIN) 1- 12' x 12" TEE (FL x FL x FL) W/CONC. BLOCKING 2- 12' GATE VALVE (FL x MJ) 1- 12" ADAPTER (FL X MJ) 25LF 12" D.I.P.- STA. 4+31. 5.3' LT 1- 12' x 12" TEE (bIJ x MJ z FL). W/CONC. BLOCKING 1- 12" GATE VALVE (FL x MJ) 34LF 12' D.I.P. 1- 12" 90' BEND (MJ x MJ) W/CONC. BLOCKING 12" PRV STATION PER CITY 19L-F 1 OF AUBURN STD. DETAIL WATER 12-A, B AND C (REGULATES 440 ZONE) STA. 4+11, 10.0' LT 1- 12" x 12" TEE (FL x FL x FL) W/CONC. BLOCKING 2- 12" BFV (FL x MJ) 5LF 12' D.I.P. STA. 4+11, 5.0' LT 1- 12" x 12' TEE (FL x FL x FL) W/CONIC. BLOCKING 2-12" GATE VALVE (FL x III 34LF 12" D.I.P. 1- 12 90' BEND (MJ x MJ) a W/CONIC. BLOCKING STA. 3+86, 5.0' RT I SSMH #1509-32 RIM= 2".00 265,89 INV. 6" IN (E)= 250.2? 2, INV, e" IN (N)- 25tr1f6-1 INV. 8" OUT (S)= 258:06• I I I I II I I I 'I I I PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST MATCH LINE, SEE SHEET C38 FOR CONTINUATION OLF Ind f RE SPRTI '(M M ) �' .e ` ` ` i \ '�I ST »8" I �r - _ _ D I;P.. A. 2t86 (CL WATER MAIN) + WIC ONC. BLACKI 0 - _ ! 1 17 8 x 451 BEND (MJ x NJ) 594F'8 D LP. - � . I �S.Ov� I - � - LOCKING. ATER EAS1T ".. r` \ LO .9 D.1P. FI WET) P<_�o I II STA. 3+27, (CL WATER MAIN) ? 1- 8"..x 45'BEND (MJ x MJ) W/CONC. BLOCKING. t 29 -STA. ST . 3+62 (CL WATER MAIN) ) 1-8" x 451 BEND (MJ x MJ) N �\` W/CONC. BLOCKING. SCALE: 1" - 20' 296 20 0 10 20 40 N N I S. SVC 35LF 6 �w C LI � O - -, N 296 STA. 4+23, (CL WATER MAIN) te„ I '', I I 1- 8' x B" TEE (MJ x MJ x FL) ti I W/GONG. BLOCKING - --�.9 50 - 2981"_/ ! �� I 1- 6" GATE VALVE (FL x FL) 298 Ii 1- 6" FIRE HYDRANT ASSEMBLY (PER CITY OF AUBURN STD. DTL. SPRINKLER RISER TER-07) ROOM. (TYP.) , ro I m BLDG. C.O. Q _ DOMESTIC WATER METER WITH 37 / INV.- 280. ?.y��.� 1 1 ' BACKFLOW PREVENTION DEVICE I SEE ICAL). FS ROR MEE R SIZE. 1 1 , SHEET 289 TABLE T C35. 0 8 I I I I I I I I I I 82.2 - �C 9 ;2 �IIII��lilll�ll'�II11'I 11III'' I I I I I / ��, �_ � I I',I�IIIIII IIII IIIII ,2.92 111 1 1 l l l l l j 280 leg 1�1 _ 38g � I �I IIII I I I I � I I II I �, I I II I 'w �• A -. .. -� Z78 I 6 s , 2g o 2% 0 KEY MAP ! PROPOSED PO TRANSFORMER 2i _..9 LOCATION 91 P.I.V. a TYP.) JIDE 1753. BLDG. C.O. 2 OF UINV.- 262.00 .Q 'IIll'IIIIIIII IilI BACKWATERI VALVE STANq RDS .SRN SEE SHEETS C46- C55 FOR PER PLUMBING CODE THE LOW'ERII SANITARY AND WATER ` ro 4 (SOUTH) UNITS OF BLDG. 9 SIjALL PROFILE DESIGN. �� ,�,. .d y RE SERVED BY SEPARATE. SIDE $EWER W (fER SEM NT. / DOMESTIC WATER VALVE, SEE 1 IAA MECHANICAL DRAWINGS � NOTE: ` \ ! II 1. PROVIDE A MINIMUM COVER OF 42" OVER ALL WATER MAINLINE 1Ua METER WITH 7?" '� `- ♦ BACKFLOW PREVENTION DEVICE 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR 0•%p '� c l ` v/ a (TYPICAL). FOR METER SIZE. I TRANSMISSION MAIN AND FIRE LINES, USE MEGA LUG FITTINGS SEE WATER SERVICE AND THIN-LOC OR ROMAC GRIP -RING GASKETS TO RESTRAIN TABLE, SHEET C35. MJ FITTINGS AND TITE-ON PIPE JOINTS 3. FIRE DEPARTMENT CONNECTIONS ARE REQUIRED FOR EACH SPRINKLER RISER II' BUILDING, SEE NOTE SHEET C35. - .PROPOSED POWE _ `�;.';�'�• Ci p I TR�N`S�MER - °' ^' ROOM, (TYP.) I 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE I LOCATIO \� "' ,�\ - / / NEAREST DOWNSTREAM MANHOLE. I / %�`� 5. THE PRV WILL BE SET TO C.O.A. STANDARD PRESSURE 82LF D.LP c 1 °�9y r ` y STA. 1+06• (CL WATER MAIN) RANGE BETWEEN 35 PSI MIN. AND 80 PSI MAX. Q �G ! i W CONIC. BLOCKING J x.�) I ! FlR�NE, 1- 12" x 8" TEE MJ x M / 6. SHOP DRAWINGS FOR PRV STATIONS PREPARED BY GC SYSTEMS. (00A° U /�� ! / 1- 6" GATE VALVE (FL.x FL)' CONTACT CAROL WELLS AT 1-800-525-9425 ti 6 °1° %`� rN �y� I ! 1- 6" FIRE HYDRANT ASSEMBLY 7. ALL HDPE PIPE TO BE SERIES 1000 SDR17. • PER CITY OF AUBURN STD: DTL. R = 2 s, !! WATER-07) FIRE SPRINKLER NOTE: V. 6"/= 2 0".18-.. `� / / .STA. 1+85, (CL WATER MAIN) ' / / S 2.OX ..�� / err '- / ? 1- 12" z X" TEE (MJ x MJ) SPRINKLER SYSTEMS SHOWN ARE TO BE 4" OR 6" DIAMETER ; S A. 0+X W/CONIC AS DETERMINED BY FIRE PROTECTION ENGINEER. SEE NOTE, I V OB" MAIN \? SEE FIRE SPRINKLER NOTE 1 r . BLOCKING SHEET C35. - ! 6$�� `'^~� / ~� � 0 ` 1- 12" CAP W/ CONIC BLOCKING / / 1- 2" AIR & VACUUM RELIEF VALVE Record Dra 'ng Certification ` ! STA. 0+91, (CL WATER MAIN) These drowin c to the Contractor's construction , 264 ,1- 12" x X" TEE (MJ x MJ) records. *//C_ONC. BLOCKING i I SEE FlRE SPRINKLER NOTE By. (3R Date ktf) � \ 1 PA ENGINEER MATCH LINE, SEE SHEET C40 FOR CONTINUATION Confirmed by City e f'_ Date l-tTl Confi meitoy: City, PROJECT REF: FACOI-0016 /-=/�•%77s� These plans are "approved* for conformm ee with the City of Auburn's Engineering division requirements. Approved By_ Date Approveo: /Z-jI 11a Lt Nd4 L w 0+ MAY 6. 2005 3 I`Gn �00 �Jj 01 O J0WN 04 Z OZ toku) 0 � 00 it E14 If �l ao bo +g u O L �U on L b0 w n W I•,� ..�. ,:: W LL � U Q N C1 W 0 O 0 N o x ow < Z LL W uNNd U �Qjw Q u4� a 65 CM 0 14 M rw W a _j LL OgNd PROJECT NO.: 04030 DRAWN BY: MTL ISSUE DATE: 06-18-04 SHEET REV.: 1I-16-04 WATER AND SEWER PLAN (NORTH BENCH) i P: \Idd\04030\WAS503 C39,dwg ) C391 HUD DWG M 47 07 D 1895 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS. MINOR PARKING COMMFNTS nR-0n-n4 n.IW rnuucNTC n8_79_AA n.IW rnuucu Tc no_77_nl RIw PAPxINr PFMGIn q PVP I ANnCr APINr 11-1R-nA. n.IW A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST MATCH LINE, SEE SHEET C39 FOR CONTINUATION �9 0 N SEE SHEETS C46- C55 FOR lj 2S9 ro 0 N °\ SANITARY AND WATER r J N \ PROFILE DESIGN. 25 PROVIDE 27.6' WIDE - CITY OF AUBURN UTILITY EASEMENT. v o BLDG. C.O, INV.- 253.00 � _ 52LF 6" PVC S. $VC. _ S= 2.0% (MIN.) 6" CLEANOUT IN -LINE p 250 - i7R ;, a 248 RIM = 238.00 _. INV. 6" - 234.00 8LF 6" PVC S. SYC. h SCALE: 1" a 20' 20 0 10 20 40 KEY MAP - O 0 NOTE: \� S- 2.0% (MIN.) STA. 0+43, 7.6' LT STA. 0+.87, 80 LT - 1. PROVIDE A MINIMUM COVER OF 42' OVER ALL WATER MAINLINE \T. STA. 1+21 1- 12" x 22 1/2' BEND 1- 12' x 12' TEE (FL x FL x FL) \ INV. 06" MAIN-231.03 (MJ x MJ) W/CONC. BLOCKING 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR TRANSMISSION MAIN \\ 0 W BLOCKING 2- 12" GATE VALVE (FL x MJ - AND FIRE LINES, USE MEGA LUG FITTINGS AND THIN -LOG OR ROMAC CONC. / ) GRIP -RING GASKETS TO RESTRAIN MJ FITTINGS AND TITE-ON PIPE JOINTS 1- 12' 90'-BEND (MJ x MJ) 10' PROVIDE I5.0' WIDE 3. FIRE DEPARTMENT CONNECTIONS ARE REQUIRED FOR EACH BUILDING. SEE STA. 1+55, 5.3'- LT `� \ W/CONC. BLOCKING NOTE SHEET C35. � \ CLEAR CITY OF AUBURN 1- 12" x 22 1/2' BEND �\ \ WATER EASEMENT, 7LF 12_ D.I.P. 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE NEAREST (MJ x MJ) - 9 (TYPICAL). STA.-0+82, 10.8'LT - DOWNSTREAM MANHOLE. L- STA. 2+92, 6.0' LT _. _ - W/CONC. BLOCKING 1- 12' x 22 1/2' BEND - - `_ PROPOSED POWER 1- 12" x 45' BEND- _ 5. THE PRV WILL BE SET TO CITY OF AUBURN STANDARD PRESSURE RANGE (MJ x MJ) W/ VAULT x MJ) BETWEEN 35 PSI MIN, AND 80 PSI MAX. PROVIDE 31.2' WIDE �� `-�`� � � CONIC. BLKG... 6. SHOP DRAWINGS FOR PRV STATIONS PREPARED BY GC SYSTEMS. CONTACT -W/CONC. BLOCKING \ - CITY OF AUBURN � � � . � , � CAROL WELLS AT 1-800-525-9425 - ? � PROVIDE 15:0' WIDE - _ UTILITY EASEMENT. \\ - Z CITY OF AUBURN - 7. ALL HOPE PIPE_ T0/BE SERIES 1000 SDRIT .SANITARY SEWER -STA. 0+95, 6.Y RT - - - \ ?O� 1 K \ \ EASEMENT, (TYP.) STA. 3+09, 2.9'.RT -. - - - - - _ \ y e - / . . SSMH 1509-31 _ --- - � - SSMH #1509-30 �--- - RIM= 25983259.47 _ - INV 6" IN RIM= 2JIY9C 23l29.! \ INV. a" OUT (SE)- 252.39 251,89 INV. e" IN (WO 224-17 22e,00 '7W _ INV. 8' IN (p4�= i21:fl0'218•'u WN.W. � - INV. 8' OUT.(5E)= 246:96.229.69 - 27LF 12' D.I.P. _ _ STA. 0+23, 4.0" LT STA. 3+13, 11.5' LT - 1- 12' x 22 1/2' BEND 1- 12" x 45' BEND (MJ x MJ) - (W x MJ) 16LF 12" D.I.P. - W/CONIC. BLO09MG - , _ W/CONC.. BLOCKING I STA. 0+06, 8.1 LT 1 12" x 12' TEE (FL x FL x FL) I W/CONC. BLOCKING I 2- 125 / (FILTO x NJ) ADAPTOR / 1- 12" ADAPTOR..(FL x MJ) I I STA. it+ VD.) (CL TERRACE VIEW BLVD.) 1 I TA. 0+00.00 (CL TERRACE STA. 11+24 3 2' RT /VIEW RESIDENTIAL, SOUTH) SSMH #1504 29 / ;STA. 0+00.00 (CL TERRACE / 1I�SIDENTIL, NORTH) I. / RIM= ?29-60 229./0 INV. 8 IN (ww,-E)- 222i@221,/6 A!W� / INV: 8" OUT (6)= 22209221,00 S, �J 2.21,06 8..- / / PROPOSED GAS SERVICE LINE (POOL ONLY) J OVFDE SS .CONNECTION ' .POOL DRAINAGE !, 1 \\ I 45�• I.P. -�- Awn 12" PRV STATION PER CITY STA, I+b!h 7 i OF AUBURN STD. DETAIL _ F .' 1+ jrx 12f M x lilJik WATER 12-A, 8 AND C. (REGULATES 380 ZONE) / ,Y- i2"'GAPE 7FF _ 20LF 12'. D.I.P. I / yfiLF'^( D,1.P,; '17'12r 'BEN9'(MdOf /BL.9GKR4G,/ / 1 v �� �1T r +97 6:5 dtT, ,RIM* $55;5 i X3.5 INV E' 19 ( 1 S, .INV zy'oyrY / } X2� k Ir x 71 'W;(C ek NB/ / ^%��Fk x SLY X- b" ,FIRE RANT Ap�I if {I C4T1U9uRN SiD, DiL JMA!f/t 7 // I i� IN' N RN nS"v✓W1 OPOSED �piF J 2281 GAS I I � I G POOL HOUSE 4 IN 26 1 I j w t DG, C. STA. 10+28, 1.8' LT / ve 1- 12" x 22 1/2" BEND I 55TA. 0*44` 11 (MJ x MJ) / 8 TER METER WITH. � 1 N,ptp1¢Y3�'�- / METER SIZE,/� VICE q l JJ C35. -n - - 1 " / / Cm iD rn MATCH LINE, SEE SHEET C41 FOR CONTINUATION N � ; ' SSMIf�. � , % / ,5T/% ,2�'+u'S@ 0:6;'R]•� 'Rif M= 2"33"8�'�."l��� j /HJr'S.i -'INV 9" NI(T' xatl:ey. 7.// ki R42r34 /1v2'. ,HSIV 8"/oUF(No) 3'f ' '"25:0 ;' ' INIL'�ayF SrTM)�23J.SG 1 , C17 f OF AUQUR►d BTU. Jlt'dt3., %Q 11 /'.•UTM, N/,t:ARKMKNT. �_/1n /x,�i/.6r f� i Record Dr a ing Certi6aation ING These dr to the Contractor's construction 1 `• / record. 1 CIVIL ENGINEER Title/Position: \ Confirmed by City. e_'5 Dote l-{1-971 `L PROJECT REF: FAC01-0016 1.27,Io of These plans are "approved" for confomnanas wO the Gtv of Auburn's Engineering division reWirmKnts. Approved By. Date Approved: 3 L0 uj �0 0) LlJ T a 3 w �0� 2 W 010 0 �z..z F) 6 J�Z.. •,., Z Lu in 00Lu1NQNWQ varD_�NILa5o_ (t " P.j �' o ^' CD wQ W� fJl U a r a W � U LL Q g g ., \W / ZW LL W Lu (a U �QjI Q �W3c�9 Wul JY�QJ m Q Owwj PROJECT NO.: 04030 DRAWN BY: WRL ISSUE DATE: 06-16-04 SHEET REV.: IF16-04 WATER AND SEWER I PLANT (CLUBHOUSE AREA) HUD DWG M 48 �F" 115 Z,Hn "5 op IO 07 D )996 EVISIONS:REVISED PER CITY AND COUNTY :REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN COMMENTS. MINOR PARKING COMMENTS nR-911-1714 D.IW COMMFNTS 0R-95-04 D.IW (lnMMFNTC no-97-n4 n.IW PARKING RFVISIONS PFR I. ANDSCAPING- 11-16-04 DJW A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST MATCH LINE, SEE SHEET 040 FOR CONTINUATION PROVIDE 25.0'aTY OF AUBURN/Ir - - - -- UTIUIT ) SEMENT, rr' / r ��/� /E LT GA OAS \5`�� / (TYPICAL). - r / a�A--2#7 , MJ M,)x�FL) NG GAS G S o ; �Q - `,%Z i / ;tiHi° 1 6 GA FI. ; Q• ; �� 6" FlR HYDRANT/AS BCY �L�(PER Cl OF AUBURN OTL. GA PROPOSED POWE TE VANE (FI1x MJ) ---_ D.LP• o � - �� .. / R 33 12 _ o /�F G STA. 5.0' RT '/ r ti // LOSFORMER 03 CA S. 8HOPE � - � , RIM- 21n.6 Z 515LF p^ ,.995.' IN x S . 6" our (NWE)_ ��__ ✓ STA. 4+ N 1b.2' LT �: MIN. 1= 1 )P" TEE (MJ x MJ) i 'V .. CLEAR f4/CONC. BLOfACMG TA. 4+33, 7.2 RT. c Z - SEE FIRE SPRINKLER NOTE , 2 BLOWOFF C NAG 240. / �I CITY OF i �� , = b0 i 6' NE CLEANOU T� µ ST - �. L` .\\� -.. DOMESTIC WATER METER WITH 0 j RIM 248.25 c��' r BACKFLOW PREVENTION DEVICE _ w, r' (TYPICAL). FOR METER SIZE, INV 6" = 233 76 - � i � �-" 6" IN -LINE CLEANOUT �' > 1 !� I \^ i , SEE WATER SERVICE TABLE, MEET C35. 12 UPROPOSED GRO RIM= 248.25 � ,LN2 i INV. 6' 233:77 i' i r i ' ' _ ��-� / POWER SCALE 1 20 ER UND PER PLUMBING CODE THE LOWE1� C z0 0 10 20 40 4 {NORTH). UNITS OF-BLUG5 SHALL ,•�( I I p BESERVEDBY SEf) y .BLDG. GO.� -M/ BACK AL DRAWINGS. SEE iTER W INV.-235,20 s NKLER RISER �pJ'� p a !/ D.I.P. 7 T ROOM, (TYP• r - LINE (WET) J. � ,BACKWATER VAL ) • �� � ,, � r (� PER CITY OF,AUSURN STANDA�B5 - r�"00'• �� i OJO�2F� W BLDG. C.O. ,,, � ✓�,� i` i 7 \ /r /( )RISER 1S-TA8" GATE VALVE I G x FL INV.=2E'3 ( ) r, 82Ur DLP. FgtE / � / i PER PLUMBING CODE THE LMJE (yt� ( ) UJ LOWER 6 ( S) UNITS OF ��, ( ) Btx7 C.O. �° rr 1- 6" FIRE HYDRANT ASSEMBLY 0 INV.= 238. .� i �� - r BLDG. 3 SHA' BE SE r (PER CITY OF AUBURN STD. DTL" / ARATE DE EE 4 k / 0 SED POWER ,y / / ' i r - WATER-07) BY 'SEP W BAEKWATE VALVE, 24 `L AN MER d p6 t,i 1 r� MECHANICAL Q AWING '�,�' 46 .y6 / L AT) 1- 12 GATE VALVE (R x MJ) U ----_ _ _ _ r STA. 5+46, 4.5' RT 48_I N S= -(MIN.) S �, l II tia " 2S2 SSMH #1509-41 +'09 RIM = 2#5c55 2vs es + "2 INV. 6" IN (SW)- j33.16 232.76 - --- I 240.1 v�U ; " dry b ,C D.I.P. INV. a' our (rue)= 2396 2sz.ss 2 ; i PROPOSE OWER '® 1t 70 » _ C� 8 . 0� rx.. ;. ' / _ S �E// TR.(M,ID�') 69" I 1 - - LOCATION tiA. 93 �0 / / I 1 246 / C INV. �' I 1 i I r� - 49LF SVC. _ =233 C STA. 5+45, 5.9" LT r I\� r - /I R 1 12" x 22 1 2' BEND S. SVC. - i 46LF 6" C r,. r - ,'� (MJ x MJ) KEY MAP 1 S= 2.0% IN. W CONC. BLOCKING I I / l - STA. 6+65 9,4 RT _ NOTE' A- SSMH 15 4 �- C 0 I N „ ro .... - - 1. PROVIDE P A MINIMUM COVER OF 42" OVER ALL WATER MAINLINE I 6"I IN-LINEC AN F M- 248.342 ,nor I "I " r p I 2 1 - 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR TRANSMISSION MAIN AND I INV. a IN S =- Iti A I "' �° I/ FIRE LINES. USE MEGA LUG FITTINGS AND THIN-LOC OR ROMAC GRIP -RING INV. a" our (rue) ilt33r662ss,87 - I 1 F7 I GASKETS TO RESTRAIN MJ FITTINGS AND TITE-ON PIPE JOINTS RIM.'248. �, i I 3 F 4LF 1 D.LPJ 1 .INV; G= 34 22 m: -I • 18„ PVC S �VC •/ I 1 l I i 1 I_ =12.0%(MIN 1 " I I I 1 STA. 6+49,. 5.0" LT 3. FIRE DEPARTMENT CONNECTIONS ARE REWIRED FOR EACH BUILDING, SEE NOTE - T� 0+17 )I I 1 '� ,- I SHEET C35. T I I I 1- 12' x X" TEE (MJ x MJ) 6" IN -UN 11 rn BLDG. C.0 1 I 08" if 234E 6"'.PV S. SVC. I I L I 1 I W/CONC. BLOCKING 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE NEAREST tl INV,- ql I I SEE FIRE SPRINKLER NOTE DOWNSTREAM MANHOLE. _ - N L-234.07 I S 2.Oi (M .) / l 5, ALL HDPE PIPE TO BE SERIES 1000 SDR17. RIM 2 8 238.00 a �, . __ 1 INV. 6" . 2 .21 19 -:I I I r 1 I DOME ^; ' i �� I 2LF 6" P IS. SVC. �� W II 2.0% (Mh1.)j;/ r (TYPI oo - FIRE SPRINKLER NOTE 9ACICFL E S 7 • F i b j p / 1 If"� r� SPRINKLER SYSTEMS SHOWN ARE TO BE 4" OR 6" DIAMETER WA I _I01 �- I STA.6+57 44' LT AS DETERMINED BY FIRE PROTECTION ENGINEER. SEE NOTE, TABLE, SHEET _ j ro 01 a.Ir 1``a 1 1 I 1 I i 1- 12" x 45 BEND (MJ x MJ) SHEET C35. 00 A in lI 1 1 W�C(�NC. BLOCKING �I r N I Record Drawinj. Certification I' _. _.11 r N II -m I 1 I I I 252 1 _•.T��-I I Ir These drawing f a the Contractor's Construction � �� I i I,o _ II � I' � I r : records. o I I 1 j I gy �7R DI ER Date Ii Cyr, II N I Title/Position: CIVIL ENGINEER Confirmed by City. G`L Dated MATCH LINE, SEE SHEET C42 FOR CONTINUATION SEE SHEETS C46- C55 FOR SANITARY AND WATER PROFILE DESK31V. PROJECT REF: FACOI-0016 /Ahab f/ ty These plans are "approved" for conformance withtheCity of Auburn's Engineering division requirements. Approved By. Date Approved: 12-&S" joT I- cWc o IL rQ U Q N cs O WN 8 ul LL W WNN V W�j& Q co h;� a03 LL J W �j i UJW F_ U?m 'PROJECT NO.: 04000 DRAWN BY: DJW ISSUE DATE: 06-18-04 SHEET REV.: 11-16-04 WATER Alm SEWER I FLAN (SOUTH BENCH) C41 HUD DWG N 49 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS, MINOR PARKING COMMENTS 08-20-04 DJW PARKING REVISIONS PER LANDSCAPING. 11-16-04 DJW A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST MATCH LINE, SEE SHEET C41 FOR CONTINUATION /I L-7 ------ I ICI IIII i LYER PLUM ING C THE LOWER I I` STA. 7+66, 5.0' LT 16 ST NITS LDG. 3 SHALL.' I O I �- I r/ i`'s Ih�'*-- 1 1- 12 x 6 TEE (MJ x MJ x FL) ( ) B -, 2 0 / W CONC. BLOCKING BE RVE BY.SVALVE, S SIDE .SEWER - -- - -_+ ! d 'xB ? 1 1 / iW/ ACK ATER VALVE, SEE i > - i uy 1 1- 6" GATE VALVE T x FL) LINE D.I.P. P.I.V. o' d MF HANK L DRAWINGS. LINE (MET) 1- 6' FIRE HYDRANT ASSEMBLY B CKWA R VALVE - ( ) a II - �' T - (PER CITY OF AUBURN STD. DTL. P Cl OF AUBURN I SPRMKLER I o' / N :WATER-07) S ANDA D'S: ROOM. (TYP•) �;�_ n �, N NQ 1- 12" GATE VALVE (FL x MJ) 8-, I �• �". v � STA. 128+06,»5TEE (MJ x MJ) 1 (III I W/CCONC. BLOCKING I I I I I I I SEE FIRE SPRINKLER NOTE I I I I I .STA. 8+11, 5.5' LT ! ! SPRINKLER R R a 1» 1- 12' x X" TEE (MJ x MJ) I I I I I L IN 36.�41 I I ! ROOM. (TYP. 1 W- 234 76 / Iu . I t /� I I I W/CONC. BLOCKING l u l l T I ro !D.I.P.I °So 1 SEE FIRE SPRINKLER NOTE ✓lOLF RE rya I I J LNIE (MET) IIIIII `., I�IIII11 I 1 I I I I I I I I I I I I I P.1 (TYP.) IIII I _j o WADE u CITY Au -- I' sl� I UTIU II EAsI I ., -41 / ii l Z III IIII r II, 2I ti �II� 50.0 �— °' I a - 1 240.1 DOMESTIC WATER METER WITH I I I 1 1 I! I I I I I I I INV. = 245.30 w I f -_-_ C 4 I S. SVC. T�r a' hj L A�(MIN� ,o I I I I I I I r- w♦ �' -' C I I 6 r a If I I I I I I I l I l (PROPOSED WWW !! I I I I ! UNDERGROUND. I I 11 1 1 1 1 I l l l l l i POWER I I -7> iL I I I i Ili I II I 11 If y LACES WATER METERS'WITH ( 0 f PREVENTION _u�METER FOR Sufi, II I w sEriv►c� I rJl n 7S IEET CIS.' , I I 11 If 7 1 - X' TEE (MJ x! J) W C. BLOCKING 1 6LF 12" D.I.P. R SPRINKLER NO ;c� am PROPOSED POWER ' oL 1 (TRANSFORMER P LU BIN G CODE TH LOWE I - LOCATION 4' ST .UNITS OF BLtG. 2 S LL-J P.I.V. (TYP.) r I BY PARA SIDE SEP.I.V. I R TH BACKWATE' VAL`•,�yl I' -- _ MEC ANICAL DRA GS. ililllll IIII � 1 llliijiil 1%IIII 1 �b.� III i1l,llllllll I', II I,IIII,�I 18 C.O I I V.I 238. 1 BA W TER V LIVE 1 PER Cl OF UBURN STA00A DS 1 I I NK RISER I R ( ) II11III Ii IIIIj11111 II 'I IIIIII 1111'lljlll'I�'I \ II IIIIIII'' IIIjIIIllil� II II I PI1-x 115 SHCET 41 oc -1. _ - 2� I v N 24 I I I I I I 1 • J II f.1 o-I t d r I2g [] I ( N I " PVC S. SVC. 2.OX (MIN.) 0+09 ® e" O 235:4 rJ 0. I , / J i / / 1 I / I P.I.V. (TYP.) SELF D.I.P. FIRE L)NE (WET) o SPRINKLER RISER ROOM, (TYP.) / BACKFLOW PREVENTION DEVICE (TYPICAL). FOR METER SIZE, 1 SEE WATER SERVICE TABLE, SHEET C35. I / STA. 8+99, 5.0' RT SSMH #1509-43 I I RIM= 248'65 2Y9.16 INV. 6" IN (Wr 26614235, II INV. 8- IN (S)= 255.27 Z3503 I INV. 8" OUT (N)= 235:+}239,)3 I I I n Q SCALE: 1" = 20' 0 10 zo 40 KEY MAP SEE SHEETS C46— C55 FOR \25 SANITARY AND WATER 2 PROFILE DESKIN. NOTE: 1. PROVIDE A MINIMUM COVER OF 42" OVER ALL WATER 254 I� MAINLINE 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR TRANSMISSION MAIN AND FIRE LINES. USE MEGA LUG STA. 9+99,: 6.1' LT FITTINGS AND THIN-LOC OR ROMAC GRIP -RING GASKETS 1- 12 x 6" TEE (MJ x MJ x FL) TO RESTRAIN MJ FITTINGS AND TITE-ON PIPE- JOINTS W/CONC. BLOCKING 3. FIRE DEPARTMENT CONNECTIONS ARE REQUIRED FOR EACH 1- 6" GATE VALVE (FL x FL) BUILDING. SEE NOTE SHEET C35. 1- 6 FIRE HYDRANT ASSEMBLY 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM (PER CITY: OF AUBURN STD. DTL. THE NEAREST DOWNSTREAM MANHOLE. WATER07) ' \ 1-,122 'GATE VALVE (FL x MJ) FIRE SPRINKLER NOTE: \x\ V - STA. 10+0, 5.0' RT SPRINKLER SYSTEMS SHOWN ARE TO BE 4" OR 6" DIAMETER SSMH 11509-44 AS DETERMINED BY FIRE PROTECTION ENGINEER. SEE NOTE, I Q. ro II �i - / / m l-`,`t RIM- f!4'�:8@247. Ie6 SHEET C35. INV. 8' IN (5)= 237.11- 23(o P6 INV. 8" OUT (N)- 43},g} 236.80 STA. 10+27, S.r LT i L 1- 12' x X" TEE (MJ x MJ) W/CONC. BLOCKING SEE FIRE SPRINKLER NOTE VC St SV - --- -- (Mlh.) ?sp / Record Dryin Certification M c to the Contractor's construction 11 00 - 11 records: ` 58.2911 o I. --- �S I / /I By.� r I Date /o/l7/a6 MATCH LINE, SEE SHEET C43 FOR CONTINUATION MAY �N (A 00 W� O 2 2_ 0 0z0U)XtomU v��alQi�3(L �J 11-K wQ �� U p. m Z a W o � U IL < rn QD W° ` 8 N s (j�tl z_ LL W qNN U Q w a ci awdrN) 0.N3o /r FWWN 0qw I — IL U^rna rPROJECT NO.: 04030 DRAWN BY: D%m ISSUE DATE: 06-15-04 SHEET REV.: 11-16-04 l WATM Ate OLF40M I PLAN (SOUTH BENC ) HUD DWG, 4 50 o Ig95 REVISIONS: REVISED PER CITY AND COUNTY COMMENTS 08-20-04 DJW A PORTION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST MATCH LINE, SEE SHEET C42 FOR CONTINUATION I, I:, I ,IIiiIIIIIIIIIII 25j = — - I 1-261 I I I 2cc 8LF ".P S.!SVC, f I�IIIiiIIII I.,'. 2.,(M.) / S- - ;✓ :�— II 76LF 6" �VC — PROM E 25' WIDE I I II II I I I S 2. (MIN.) -�.� CITY CF AUBURN 2 U LI EASEMENT, II I I NI P.I.V. (TYP.) q 5- 73LF D.I. FIRE - -- -M LINE � tit/ - '--,---1 PROVIDE'-. CITY OF 0'. I rn BURN N !-a L WATER EASEMENT. �I / � I I' ` BLDG. C.O. rI r 38LF 1INV.- 2' D.I.P.- 7Q3 ', 243.60 I II 7 -- BLDG. C.0.1 ) I I TER r I ! ACKW VALVE JI �. - I;�!---J------ ! I CITY OF AUBURN i 1 -----! 1 / (STANDARDS }i ! I PER PLUMBING CODE THE LOWER I 1 1 (WEST) UNITS OF BLDG, 1 SHALL BE SERVED BY SEPARATE SIDE SEWS 6 I W BACKWATER VALVE, SEE � ! l l l l MECHANICAL DRAWINGS. ROOM, �I / 257.0 247.1 _ I I I SPRKLEER )SER •+-y w � j I 1 1 1 1 1 1 1 1 1 I ru I ;� / I -� �� 262 II I N I I I 258 I , I I lily,' IIII i!11!IIIII 11'� N �. I �—I � 8 I I I I I I I I i L �� p I PROPOSED o �. l l I 1 1 1 1 1 1 r l (I UNDERGROUND POWER llllllll1111!I r L 59.0 I ! J �" � 249.1 I PROPOSED POWER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I! I TRANSFORMER I / / LOCATION I I!111111111111j1I I I I I! 61.0; I � lu I � A �I (IIIIIII o it 251.1 I N I` o -- 1 A , IIIIIIIIIIILvvvr�`',�`I,IIIIII I ,� � � �60 �. I I I I II I II I �� `w \�V v 1 11 I II II I I II II IIIII II I I I I ] v 0 i I II I �'\AVA111111111111111 I I� 1 I�� l � � '�,'i , Ili I I 1 1 11 1 1 I I I III 1 1, III III;,( I I I ', i 'Il 1 1V �1111111 I o,l I I _ - - - - - -- 260 �r�l I I I 1111 1 I I I 1 1 I I1, 258 ' rl l r I IIII I I I I I I I I 1 1 I 1 - 256— LI 11 1 2�b_A 1 I - I 1 \ i I , A Y. c' r I , I STA. 11+40, 5.0' RT SSMH #1509-45 RIM— 252.56152,38 INV. 6" IN (S)= 239.13 2.39,01 INV, s" OUT (N)- 230.96 238,88 6" IN -LINE CLEANOUT RIM- 252.24 INV. 6" - 239.67 STA. 11+91, 5.5' LT 1- 12" x X" TEE (MJ x MJ) W/CCNC. BLOCKING SEE FIRE SPRINKLER NOTE DOMESTIC WATER METER WITH BACKFLOW PREVENTION DEVICE (TYPICAL). FOR METER SIZE, SEE WATER SERVICE TABLE, SHEET C35. STA. 12+28, 4.6' LT 1- 12" x 6" TEE (MJ x MJ x FL) W/CONC. BLOCKING 1- 6" GATE VALVE (FL x FL) 1- 6' FIRE HYDRANT ASSEMBLY (PER CITY OF AUBURN STD. DTL. WATER-07) 1- 12" CAP (FL) W/CONC. BLOCKING SCALE: 1" - 20' 2C 0 10 20 40 KEY MAP SEE SHEETS C46- C55 FOR SANITARY AND WATER PROFILE DESIGN. NOTE: I. PROVIDE A MINIMUM COVER OF 42" OVER ALL WATER MAINLINE 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR TRANSMISSION MAIN AND FIRE LINES. USE MEGA LUG FITTINGS AND THIN-LOC OR ROMAC GRIP -RING GASKETS TO RESTRAIN MJ FITTINGS AND TITE-ON PIPE JOINTS 3. FIRE DEPARTMENT CONNECTIONS ARE REQUIRED FOR EACH BUILDING. SEE NOTE SHEET C35. 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE NEAREST DOWNSTREAM MANHOLE. FIRE SPRINKLER NOTE ' SPRINKLER SYSTEMS SHOWN ARE TO BE 4" OR 6' DIAMETER AS DETERMINED BY FIRE PROTECTION ENGINEER. SEE NOTE, SHEET C35. Record Dro ing 'fx:ation These tr to the Controctor's construction retards. By. (ENE Date /0Z/2Z66 Title/Position: CI VIL Ly2m g Confirmed by City. GL Date 1-01 PROJECT REF: FAC01-0016 i.x/"/,yl �f These plans are "approved" for conformance with the City of Auburn's Engineering division requirements. tJZ2Approved By � Date Approved: 3 L0 (jj O O jR Q Q3 00 00 o Zz..a In�6 J F.- z I W 0ZoLOxtnm() �QD_aL10_ �U 11-4 U :l N n. 0 ct -,_4 . �.{ /a a ir L r D m Z D Q 0 0 IL Q Q) N W N 0 0 w X OW LL W co ZD NNO U W �>�� Q WQ�co IL d03o /Y LL I-W WN YJ m_jQO LW rkv p� IL ()?n IL PROJECT NO.: 04030 DRAWN BY: DJW ISSUE DATE: 06-18-04 SHEET REV.: ?F16-04 WATER AND SEWER PLAN (SOUTH BENCH) C43 HUD DWG * 51 07 D /995' REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN r000FmNTQ on_2n-n4 n.IW rr1uuF7NTC nR-9S—o4 DJW COMMENTS 09-27-04 DJW A PORTION OF SECTIONS 5 AND 61 I I i\ 1 v TOWNSHIP 20 NORTH, RANGE 5 EAST ////// � l / / it / / / / / / / ✓ �� Ci % f//�j/ � /�/ /lJ / �/////i PAR�EL A 4 /y✓ /� / i/ iA i / / / % /Z/// //STA. 5. ' GA 12' x 221 2BEND GI , (MJ x MJ) / . W/CONCBLOCKING / p C �/ CC/ XI�� III,(✓Ir�I�VI� ' / � ' / � 33 C CCV CC / �CCCCCI l� lC / �l I'I r LIT i^ 1'222 1/2 v J x MJ (M. ) Q` / 7/. BLOCKING k • / / /yl I I �.�C�l I 1 / l / , l � I l l I / / / � �' V � III � I'�—I_ I I I I I I I i I I I I 1 111! I / / a• � / I , /' � /. \ IIII IIIIIIIIII IIII IIlIII �' e i?i � / ./ � - i 1, / - 1I ��I IIvv IIl�ililli�llllll�1111111111111 � / /� / /6- r � i I l / �� �.., 1 II I IIIII I I III PRDPOSEIS �f?OWEhI II \ / � ; SSMH6 1 09- B FIT %/ 1 I I 1 IIII II I I I I VAUL I !/_ 76 - RIM=J ,f& 176,S9 l ; T / INV. 6� IN (NE)— *Z.72 /6 .S'7 INV.6 OUT (SW)- 463-,8 . 2 2dS7If . III I I I Illiilllllllllllll�iiillljll , �, I I I I I I I�ROPOSED GAS =w — 7 4 i l I j 1 1 1 1 1 SERVICE UNE / ; j i III l I I I I Ililil l!lll'Iiilllll 111 l l 11 11 / I l l/ I I I I / I I I I I I I IIIII i 11 j ,IIIII / c 2 h I l l l l 1 I I I I IIII 11�1,1, IIIII III11 � / � , l i i/I I I I I I I I l I 1 1 i I I, u l l I l l l l l so �I I l / i Ili I I I I III �i /" 1 l� l I/ I I I I I I I 1 1 I I I I I IIIIIII I -58 1111 I l 1 1 1 l l l l l II/ 56 PROVIDE 49' .WIDE, �I llIl �lI / i l I I I I ti l / gTYOF Q I / UTILITY. d I I I I ( I /10' MITYPICAi1 . N. AR CLE11 11 C et I I 52 I I I I I I i�l'IIIIIIIiIlll�ill Iillill�l Ij�1111 l l IIIIIII I l l / I l l/ /; •� " /- / o 1 1 1 1 l I �_ 50 w I I I I I I I I I` I I I I I I I l I� /IIIIIIII I I I I �l / l� I �w I a se 0 11 I (III I I 48 I / I 46 j I/ I l I / I I I I I I I I I I I I I I I I ( I 1 1 EX��18'iST� III / // I I I II ll I I y 44_I I l l I I I I I MATCH LINE, SEE SHEET C45 FOR CONTINUATION zo SCALE i1' 20' o 20 40 KEY MAP SEE SHEETS C46— C55 FOR SANITARY AND WATER PROFILE DESIGN. NOTE: 1. PROVIDE A MINIMUM COVER OF 42" OVER ALL WATER MAINLINE 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR TRANSMISSION MAIN AND FIRE LINES. USE MEGA LUG FITTINGS AND THIN—LOC OR ROMAC GRIP —RING GASKETS TO RESTRAIN MJ FITTINGS AND TITE—ON PIPE JOINTS 3. ALL HOPE PIPE TO BE SERIES 1000 SDR17. Record Dr ing Certification These dr to the Contractor's consWction records. By. G Dote10�L7�d6 Title/Position: CI VI[. ENGINEER Confirmed by City: LAB Date 1-6I"e►7 PROJECT REF: FAC01-0016 ia1ir11y[a, These plans are "approved' for conformance vdth the City of Auburns Engineering division requirements. Approved By: Dote Approved: IEWM MAY 6, 2005 1 3LO Lo (I) O 0 �Q 00 a3 CID 00w.0 Z�d 0z�_Lu Z,. 00 0 to 04C4 W Q Ul .GO p-I 00 w Q W U A4 i.-I W a c QU < 3 " ll.l 0 O 1 U�U LL ZD W um Lu U hg& QIII a< N (L (0 W mg 0-Wd PROJECT NO.: 04030 DRAWN BY: DJW ISSUE DATE: 06—S-04 SHEET REV.'. M-16-04 WATER AND SEWER PLAN (TERRACE YEW BOl1LEVARD) 11.y!dd11046J0\wn55oP C44.do, C44 HUD DWG 4 52 07 DI F�95 REVISIONS, REVISED PER COMMENTS CITY AND 08-20-04 COUNTY :REVISED PER STUDIO GONG, INC. : REVISED PER CITY OF AUBURN DJW COMMENTS 08-25-04 DJW COMMENTS 09-27-04 DJW A I'UH I ION OF SECTIONS 5 AND 6, TOWNSHIP 20 NORTH, RANGE 5 EAST MATCH LINE, SEE SHEET C-44 FOR CONTINUATION ,III I� ' 42 / I I I / I I r 40 10/ �I l I IIIII I II I I I I I� I ' FAIN. I �l ,Q / l C AR I I / M i I I I I I I I I FUTURE COMMERCIAL BENCH I 34 // /PROVIDE 25.0' WIDE I1Ii II II I I II II f I' j I: Z/CITOF AUBURN 0 MN EASE T � I\` % � I � UTILITY EASEMENT, _. FU 11RE-q _ I., �l r, r� 32 �. / (TYPICAL). III 1 I i I LO (M,J) I I I III II II II I W/CONCBLKG. � I II Z I it / C0/ I ' (0130 /STA. 2+60, 20.0' LT I I I I I 1-12" BFV (MJ) ! I /%PLUG i. i 1 W/CNCBKC 01 I1 I I II II I I I I I I II i III. OO LL I II x N I I \\�...., ESEME T.UBUA}N-, I I I I II� II II' I I I 111 I w l r I l II P w / N 24 r ti % 'PARCEL A I W I! w 22 w �� •' �"� . � �.� r y � �, �- �, �; � I I I I � I I I r I III , i I! I III ; I I i• "/i /, /� / � � e _Q' / 1 1 I I I I I, I I I I I I I I I 1 1 � I I IIII I Z , / / v I N1 CONNECT PROPOSED GAS / - / l� I i� I I I I I, I; I I I I I C •�� �" •% j AMA. r� i -- SERVICE LINE (CLUBHOUSE POOL ONLY) TO EXISTING I.P. GAS. ji: yCi / i STA_ 00+00.00 (CL TERRACE V VIEW BLVD.) STA. 14+24.91 (CL NORTH . VCCESS RAMP) i; FUTURE COMMERCIAL BENCH SAWCUT/ REPAIR EXIST! PAVEMENT PER CITY OF" i •, AUBURN STANDARDS i \\`: 120/ / ti ! / I I Ilr'I IIIII li I I —ra—Lr / e � III I � � I'll; I' �Illlill IIIII r l 1 1 1/! III I I I I I I I I I I 'III I: � // l/ l/rj ! l � ll III I IIIIIII III111, l �-- T 7 / / 111 i� l STA. 0+65, 10.00' RT SSMM #1509-27, X PROVIDE WITH GU LINERS I! IIt ;� ICo RIM-H48S11(,y0i�� I I I I I I I I I I MV, e' IN (Ne)= 40+67 t0E.9�7 I ICj) �\STA 0+65�INV. 'a- OUT (SW)- I103,.8q � .OFFSET: 10.00 R I I I I \ I I I I I I I I I I I I I II II RELAY 49LF 8" PVC S= 0:0300 TO EX.' SSMW I \ I I I I I r (REMOVE QX.; 8" STUB _ 'STA. 0+22.17, 12.4' LT I 'EX 9SMH 1 I I PROV�H T qJ 2YNER I I ' RIM=1 I 13.30 I IE= 102.50 (8" NEE I I I I I I I IE= 102.50 (8" SE) I I I 7 IE= 102.40. (8" NW)' I I, I II I I II 'I I I I i 11 I I I I I I I I I I I I I I I /y✓ � 1 1 I 1 1 i ', I I I I i, I I I :. I I I � I y I I �� I I I� I I. I ' I SCALE - 1"— 20' za o la za 40 C KEY MAP SEE SHEETS C46— C55 FOR SANITARY AND WATER PROFILE DESIGN. NOTE: 1. PROVIDE A MINIMUM COVER OF 42" OVER ALL WATER MAINLINE 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR TRANSMISSIO N MAIN AND FIRE LINES. USE MEGA LUG FITTINGS AND THIN-LOC OR ROMAC GRIP -RING GASKETS TO RESTRAIN MJ FITTINGS AND TITE-ON PIPE JOINTS 3. ALL HDPE PIPE TO BE SERIES 1000 SDR17. Record Dra Ing Certification These cyan to the CanUoctas construction records. �� By. yKFG" At DIE/YER Date ro/LMa Title/Position: CIi/il ENGINEER Confirmed by City C1 pay 1-{l�J"f PROJECT REF. FAC01-0016 is/i•�s tly These plans are "approved* for conformance MM the City of Aubum's Engineering dinsian requirements. Approved By: ' Date Approved: 400 Uto It ) I ErwgEs: MAY 8, 2005 I Fco _ 3 tin j Q � 0 ZZ..tn to1.-0 -��Z,-,..N�LZLI oz0�x VJ ir PROJECT NO.: 040.'i0 DRAWN BY: DJW ISSUE DATE: 00-0-04 SHEET REV.: 1111-10-04 WATER AND SEWER PLAN (TERRACE VIEW BOULEVARD) r � P: \Idtl \04030\WASS09 C45.dwg C45 HUD DWG IF 53 07 D/895" REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW 340 _ _..... 4JJUL WAILK MAIfV J W� ......._.... 4 ................ .. ....... 4 ...._RELIEF VALVEI— 2w AIR D VACUUM 2 LL -COIN micN n O '' �',M N ._ CNL .-,0 O rn � CN M M N sp�!b CV''w) �',,a) 00'.,M 0 00 W) 'f rM wi Ivyvi 4 6 Mj 1� Ild ':o; ri 066 Cn •- O N ' M ' M M M 11 N7 N� M n, M� MP MM Mn MM M M� KI '"� M.�.... MM_ MM 335 i EXISTING. GRADE 2.501[ STA 11+99, 33.7' LT 1— 12" ADAPTER (FLWJ) FINISHED GRADE — 1 127x 8" TEE (FUFLxFL) WICONc. - --- — 330 --- 1 12" GATE VALVE (RAW) 1— 8" GATE VALVE (FLxMJ) _ — _ — 901f 8 D•LP• ,:.« (CONNECT TO SERVICE MAIN, 440 ZDNE) SEE SHEET C37 325 __ _------� p.IP 1 8LF 8" D.I P STA. 1+6/ CL WATER MAIN 1- 8 x 6" TEE (MJxMJxFI) ' STA. 1+58 QL W/R MN 54LF W/CONC. BLKG m 1- 8 x 22 1 2' BEND 1_ 6" GATE VALVE (FLxFL) 320 W (M.6 W)._W1_CDNC._BLKG HYDRANTASSEMBLY. ..................................... ............_ >. ....................... 1- 120 ADAPTER (FFLWJ) R-07) 1 120 GATE VALVE (FLxMJ) ' STA. 0+65 315 1- 8" x 6" TEE (AW =x...AW x FL) ... .........._. ..........,_.. S A....2t 04 WAT1 R MAIN .......... .........._.., ........................... W/CONC. BLKG i 1- x 'BEND MJ x MJ _ I 1- 6' GATE VALVE &L x FL) - W/CONC. BLOCKING CL WATER M 1- 6' FIRE HYDRANT ASSEMBLY. STA. 2+82, CL WATER MAINLj 1- Jt 22 1/2' BEND (M,bMJ): (PER CITY OF ALIOUR1 SM DTL 1- 8 x 45' BEND MJ x MJ I W/t� BLKC .........WAi0 Q.7).... L. ............. ...... .......... .......... ........ i.......... W/GONG. BLOCKING. 0+00 1+00 2+00 3+00 10 GRADE LT 1�- 12" GATE VALVE (FL 1- B' GATE VALVE MA (CONNECT TO SERVICE A 440 ZONE) SEE 91EET C STA: 5+.W £LEV.'..3.14.6D.. 12* STORM CROSSING (WA STAY 5+81 ELE✓ 310.97 - 8" SEWER CROSSING (WATE 340 � M rM MAIN) )L ROAD) T- 12' ADAPTER (FLxAW) - 1'- 12' x e TEE (fLWUn) i 330 325 �kE FIRE SPRINKLER NOTE SPRINKLER SYSTEMS SHOWN ARE TO BE 4" OR 6" DIAMETER AS DETERMINED BY FIRE PROTECTION ENGINEER. SEE NOTE, SHEET C35. CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3" x 48" x 108' SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. ALL PIPE CROSSINGS ARE MADE AT MID PIPE, NOT ON A JOINT. NOTE. 1. PROVIDE A MINIMUM COVER OF 42" OVER ALL WATER MAINLINE 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR TRANSMISSION MAIN AND FIRE LINES. USE MEGA LUG FITTINGS AND THIN—LOC OR ROMAC GRIP —RING GASKETS TO RESTRAIN MJ FITTINGS AND PIPE JOINTS 3. FIRE DEPARTMENT CONNECTIONS ARE REQUIRED FOR EACH BUILDING, SEE NOTE SHEET C35 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE NEAREST DOWNSTREAM MANHOLE. 5. HOPE PIPE ENTERING OR LEAVING SSHM SHALL HAVE A 3X MAX. SLOPE FOR 20LF MIN. 6. MAINTAIN 18' MIN. VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES. 7. WHERE POSSIBLE MAINTAIN 12" MIN. VERTICAL SEPARA77ON BETWEEN WATER AND STORM LINES. (IF PIPE CROSSING IS LESS THAN 12', ADD ETHA FOAM 220 AND SAND AT CROSSING). 8. WHERE POSSIBLE MAINTAIN 12" MIN. VERTICAL SEPARATION BETWEEN STORM AND SEWER LINES. (IF PIPE CROSSING IS LESS THAN 12", ADD ETHA FOAM 220 AND SAND AT CROSSING). Record Dilowing Certification These dra c to the Contractor's construction records. 6y G EG E��� Date !D//7/OG Title/Position: CIVIL fN&1YEER Confirmed by City 11L_ Dote l A-fri PROJECT REF: FACOI-0016 ia/i-�n lly These plans are "approved" for conformance with the City of Auburn s Engineering division requirements. Approved By: Date Approved: 141 r-1,1 / E RE& MAY 6, 2005 3 to �O 00 WO O Q 00 C Q Q3 0 C 0w..V J0WN NCZ OQ0 Z vir}a.33LL3 - •= a; w� W Ua Cl) Z ir F m Z 'a W o F QU Qrn 3 m W 0 N 1 0 Q r IL WWNN0 ZU _ NO QLL1 JWttt�112.4 ¢¢pO PROJECT NO.: OWKW DRAWN BY: DIM ISSUE DATE: 00-110-04 SHEET REV.: 11-16-04 WATER AND SEWER PROFILES c461 HUD DWG M 54 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN 315 I- 12'x 724 TEE (FLxFLXFL) 310 WICONC. BLKC. 1- 12' ADAPTER (FLMWJ) 1- 12* GATE VALVE (FLxl 1- 80 GATE VALVE (FLXMJ) (CONNECT TO SERVICE MAIN, 440 305 SEE SHEET CM r- STA: 0+05 ELEV 291,76 290 >"LTA,0±13; CLWATER LA RT(MAIN_ I x,'14_BEND J J) 285 Wl BLOCKING. L 13LF 8" D.I.P. RT�k 42* MIN. (rm) 2. 40 It 0 n V 0 A lrl�ioii 00 -1 M .... .. ......... . ... ....... . 0+00 1+00 ... ... . ... EXISTING GRADE ...............FINISHED GRADE- 420 M W (Tyll w 35 2.25 .. ... ....... .. ............. 8. Dj.P w z _j STA. 3+§4 L(LL WATER MAIN 4) W/t(llll BLOCKING, STA. 3+27, (CL WATER STA. 4+23, LCL WATER l 1- 8- x 45* BEND (M3 WICONC. BLOCKING. W1 CONC.BLOCKING 1- 6' GATE VALVE (FLXFL) I- 6' FIRE HYDRANT ASSOADLY (PER CITY OF AUBURN STD WIL WATER 7 moo 02 Moo N:") qi�� Nil all w , 0 01 0 N Cm41 N Ni N RELIEF VALVE LO Lr) (60 00 Uj 0) 0 > 00 F0 op 0 0 L010 00 w 0 ZZ I i1_ I—z C(nw 0zIkIn(8Z rr - LL 1— Is x 6 Itt: (Mi x mj x t-L) WICONC. BLOCKING w 1- 6' GATE VALVE (FL x FL) ill III 1- 6" FIRE HYDRANT ASSEMBLY (PER CITY OF AUBURN STD. OIL U WA TEIl 9 lz STA. 2+ KEY MAP to r. 1- 8 x 45' 1 All WICONC BLOCKING. U(E ST%j±6 .(CL WATER MAIN (D 0 F_ .. r=j U , N4 BEND (MJ MJ5) WICONC. BLOCKING. cd Lo In 0 01 <0 Q 0 0 n ln n n 0 0 n n � n �11 n 1- 12' x 8" TEE (FLxFLxFL) W1 CONC. BLKG 1- 12' ADAPTER (FLXWJ) 1- 12" GATE VALVE (FLXAdJ) 1- 8' GATE VALVE (FLXMJ) CONNECT TO SERVICE MAIN, 440 SEE SHEET C39 STA: .-5+88.ELEV,, 286.5 12' STORM CROSSING (WATER) STA: 4+30 ELEV,, 282.66 80 SEWER CROSSING 5- x X- TEE (MLIxtiL.) CONC. BLKG. ..1l SPRINKLER NOTE rn 5+00 NORTH WATER LOOP 'B' PROFILE VERTICAL- r-6 SCALEHOREZONTAL.- 1*=2V K2 310 Em- m E-21 FIRE SPRINKLER NOTE: SPRINKLER SYSTEMS SHOWN ARE TO BE 4* OR 6" DIAMETER AS DETERMINED BY FIRE PROTECTION ENGINEER SEE NOTE, SHEET C35. NOTE. 1. PROVIDE A MINIMUM COVER OF 42" OVER ALL WATER MAINLINE 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR TRANSMISSION MAIN AND FIRE LINES. USE MEGA LUG FITTINGS AND THIN-LOC OR ROMAC GRIP -RING GASKETS TO RESTRAIN MJ FITTINGS AND PIPE JOINTS 3. FIRE DEPARTMENT CONNECTIONS ARE REQUIRED FOR EACH BUILDING, SEE NOTE SHEET C35 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE NEAREST DOWNSTREAM MANHOLE. 5. HOPE PIPE ENTERING OR LEAVING SSHM SHALL HAVE A 3Z MAX SLOPE FOR 20LF MIN. 6. MAINTAIN 180 MIN. VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES. 7. WERE POSSIBLE MAINTAIN 12" MIN. VERTICAL SEPARATION BETWEEN WATER AND STORM LINES. (IF PIPE CROSSING IS LESS THAN 12-, ADD ETHA FOAM 220 AND SAND AT CROSSING) a. WERE POSSIBLE MAINTAIN 12' MIN. VERTICAL SEPARATION BETWEEN STORM AND SEWER LINES. (IF PIPE CROSSING IS LESS THAN 12', ADD ETHA FOAM 220 AND SAND AT CROSSING) Record Draling Certification These dr to the Controctor's construction records. D;IENER ol,te-holZel Title/Position: _C841- ENGINEER Carl by City illl Dote _ELI 14n PROJECT REF: FACOI-0016 /.2/`*% VA"i' These plans are "approved' for conformance with the City of Auburn's Engineering division requirements. Approved By. Date Approved: S z D 4 W 0LL F- 0 IL 0 0 d LL w(00) z C; 0 !� . 0 � � W<00) C) 3: (2 T_ Co 0 W LuN �z .. ww _j F- W<3 00 0T PROJECT NO.: 0111111000 DRAWN BY: Mm ISSUE DATE: 011111-0-04 SHEET REV.! 11-16-04 ll A WATER AND SEWER PROFILES I HUD DWG * 55 REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS 08-90-04 DJW rn UVMTc no-17—ne n.iW 07 01 bUb REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW .... .................... ..... ... o 42" MIN. _ o o o o, n n N N (TIP.) (WATER) .. i 1.0' MINIMUM CLEARANCE rj OD M N N o ry o N N N M N N N N 9TW / S P : CROSSING NOTES: � STA. 7+21 ELEk 181.68 (9 55) FOR CROSSINGS WITH LESS THAN 1' (1.3' FOR SEWER AND WATER - 6 STA, 7fi21 ELEN, 181.58 (@ WA) ;. ! CROSSINGS) OF VERTICAL SEPARATION, A 3" x 48" x 108" ..:... ._:..:. ....:..:... .:..:.. ...._ 12" STORM CROSSING ..... ..:.............. ........ '..... VO SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES (SANITARY/WATER) ..: WITH SAND PLACED AROUND THE CROSSING PIPES AND THE .. :. .. :: ETHAFOAM SHEET. ALL PIPE CROSSINGS ARE MADE AT MID PIPE, NOT ON A JOINT. .... :... .. ....:...: .... ...: 165 NOTE 0 �. :. .. ; - 1. PROVIDE A MINIMUM COVER OF 42- OVER ALL WATER MAINLINE 0'� . 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR SWI 00 ': - - 1-12 x22 1 OFT,MJMN.i7 - TRANSMISSION MAIN AND FIRE LINES USE MEGA LUG FITTINGS AND THIN-LOC OR ROMAC GRIP -RING GASKETS TO RESTRAIN ..:. .:...:.-...:... - .: .......... ...:.. ' ....:. :..:... 160 MJ FITTINGS AND PIPE JOINTS d F 3. FIRE DEPARTMENT CONNEC77ONS ARE REWIRED FOR EACH BUILDING, SEE NOTE SHEET C35. 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE NEAREST DOWNSTREAM MANHOLE. 5. HOPE PIPE ENTERING OR LEAVING SSHM SHALL HAVE A 3X MAX. SLOPE FOR 2OLF MIN. 6. MAINTAIN 18" MIN. VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES. 7. WHERE POSSIBLE MAINTAIN 12" MIN. VERTICAL SEPARATION BETWEEN WATER AND STORM LINES. (IF PIPE CROSSING IS LESS THAN 12", ADD ETHA FOAM 220 AND SAND AT CROSSING) B. WERE POSSIBLE MAINTAIN 12" MIN. VERTICAL SEPARATION BETWEEN STORM AND SEWER LINES. (IF PIPE CROSSING IS LESS THAN 12', ADD ETHA FOAM 220 AND SAND AT CROSSING. 0 n �a.o 0orn �o 0� MN°'orn � �m O a an'rn TERRACE VIEW BOULEVARD SANITARY SEWER AND WATER PROFILES SCALE �;,� r-W M n O ad N O ry N N Record Drawing Certification These dr to the Contractor's construction records. By. G I E Date 6 / oG Title/Poeition: CIVIL ENGINEER Confirmed by City, G'L Date - et tN �OD W� O 00 Q3 ro m.,0 W Z Z .. to uI l- 0 z0LoXLomU 0 M� If�3L bJJ U V1 U a O to .b a wQ U� Z cc � m 185 w o U N N N N N n N N N li Q N 00 O N _w O X - UW ZLL ? Wco WNNoNO w< oo QaWdc /r d�30 WWN JYJW Mz � I 2 °a�(L PROJECT REF: FAC01-0016 'VI` These plans are "approved' for conformance with the City of Auburn's Engineering divi s ion requirements. Approved By. Date Approver IZI1 i(O`( PROJECT NO.: 04M DRAWN BY: D JW ISSUE DATE: 08-18-04 SHEET REV.: 11-46-04 WATER AND SEINER PROFILES -. \idd\040:i0\D4030Pe—S Sanitvy—WOW a.; C49 HUD DWQ N 57 07D 1996' REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN :REVISED PER CITY OF AUBURN ('.OMMFNTq nA-90-04 DJW COMMENTS 01.4-27-04 DJW COMMENTS 10-05-04 DJW W1 CONC. BLOCKING 1- 12- BFV (FLxMd) (CONNECT TO SERVICE 1- 12' GATE VALVE (FL 1- 12' ADAPTER (FLxM, F— 16LF 12" D.I.P. STA'0+23 4 I, I- 12-x 22' I PROFILE) 7 BENCH K-21 z x zz xMj) W/ BLKG. STA: 3+16, ELEV: 254.613 (0 SS) (SEVER. TRANS. MAIN BEYOND) 2+79, ELEV-. 252.74 (9 SS) Taft R. TRANS, MAIN BEYOND) STA, 2+92, 1- 12- x 2, (MJxMJ) W/ x AN) CONC. INV. :8' IN (N)— I INV. '8" OUT (SE)= STA: 4+30 ELEV* 264.40 72' WATER SRVC MAIN CROSSING (SEVER, TRANS. MAIN BEYOND) CROSSING IE 6"(m) E= 268.2 257 go IE 8"(IN) NO= 258,16 IJTZ 69 IE 8"(Out)i SW = 25", 2-f7,6-4- LT 120 It 12* TEE (F1 rNG IV/ COW- BLOCKING 12- 120 Bli (FLAW) ; LF 12' D.I.P. 17 STA:- wi, aq, tr 49- 2'"" 1- 120 x 12' TEE (F1 239257,09wl CONC. BLOCKING 2- 72- GATE VALVE 12" D.IP. 1- 12' x 90* BEND (I jV1 COMO. BLOCKING SSMH 11509-30 L RIM- 25M 90136 79 NAPE STA: 0+39 ELEV• 229.62 (@ WA) INV. 6" IN:(N)- =91 228,00 w. 15" STORM CROSSING: (WATER) INV. a" IN (Nw)- 229.9 229.75 wp4w INV. 8' OUT (SE)— 2M40 228,469 III N. ... ... ... ........ t�. eq 0140 010 00 0-4. 7: OR W) C! -7 (P d� (9 n 00 aq Ci N * Aq � �' 6 11 . q q - .4 ' r; 1 t.� � 0 wi� C 00: o 6 o6 01:0 in in N N (4: C4 rn n N N C4. C4; 14 N, C4 N, (4 C41. c4i C4 C4. C4 N wl C4 ov U-) U) w N N M C4 0 N 1+00 2+00 3+00 TRANSMISSION MAIN PROFILE SCALEVERTICAL- :HORIZONTAL- r-S I'-20' SEE 7.1 270 7= 1w it OL 1. 0 STA: fO 8" st *ME 265 LA 0+15. (CL W, 1-12ox45* BEND WICONC. BLKGL, STA: 0+05, ELEV 26 12" STORM CROSSING 260 STA. 0+00, i(CL WATER MAIN ISTA. 4+60, 5.0' LT (CL 1-127x12- TEE (FLxFLxFL) WICONC. BLKG. 2-12- GATE VALVE (FLxt#fJ,' TEE (AfJXFL) W1 CONC. BLKG. I- 12-.x 6- TEE (WWAFL) I- 12-xX- TEE (MJxFL) SPRINKLER NOTE W/ CONIC. BLOCKING W/ CONC. BLKG. 1- 60 GATE VALVE (FLjkfL) SEE FIRE SPRINKLER NOTE 6' FIRE HWIRANT ASSEMBLY 1- 12' CAP W/ CONC SM 275 GRADE (PER C.O.A. STD Dt WATER-07) 1- 2' AIR AND VACtAN RELIEF VALVE - - - - - - - - - - - - - - - - - - - - ... ... .. ... .. - 270 4.591C i +00 E V. 26. FINISHED GRADE C SING (WATER) 413 42' MIN. 4,85�." 265 (T P) (TYP) MJ)dA 1 12" D.I.P 7 9L, 12 12 3.66 Drp, 260 255 0 aow Co 00 7 �7 0 0 0 0 M 00 0 1+00 BLDG. #9 FIRE HYDRANT SUPPLY LINE PROFILE SCALE: H`MOWA"-'r-W U!2 C-1 KEY MAP ! awl, Lu 2 w clsa \o+ R, AL T_ W4 Cf)E�wrar MAY 6, 2005 z 0 Q (d 0 w 0 z F— z Z 0 :1 04 C4 C) 0 Z F I IL IL v L tou FIRE SPRINKLER NOTE: Co 0 0 M SPRINKLER SYSTEMS SHOWN ARE TO BE 4" OR 6" DIAMETER 10 (0 AS DETERMINED BY FIRE PROTECTION ENGINEER, SEE NOTE, SHEET C35. 4+00 CROSSING NOTES: FOR CROSSINGS WITH LESS THAN 1' (1.5' FORSEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3' x 48" x 108' SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. ALL PIPE CROSSINGS ARE MADE AT MID PIPE, NOT ON A JOINT. klnTE. 1. PROVIDE A MINIMUM COVER OF 42" OVER ALL WATER MAINLINE 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR TRANSMISSION MAIN AND FIRE LINES. USE MEGA LUG FITTINGS AND THIN-LOC OR ROMAC GRIP -RING GASKETS TO RESTRAIN Md F71111.65 AND PIPE JOINTS 3. FIRE DEPARTMENT CONNECTIONS ARE REQUIRED FOR EACH BUILDING, SEE NOTE SHEET C35 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE NEAREST DOWNSTREAM MANHOLE. 5. HOPE PIPE ENTERING OR LEAVING SSHM SHALL HAVE A 3N MAX SLOPE FOR 2OLF MIN. 6. MAINTAIN 18" MIN. VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES. 7 WHERE POSSIBLE MAINTAIN 12' MIN. VERTICAL SEPARATION BETWEEN WATER AND STORM LINES. (IF PIPE CROSSING IS LESS THAN 12-, ADD ETHA FOAM 220 AND SAND AT CROSSING) 8. WHERE POSSIBLE MAINTAIN 12" MIN. VERTICAL SEPARATION BETWEEN STORM AND SEWER LINES. (IF PIPECROSSING IS LESS THAN 127, ADD ETHA FOAM 220 AND SAND AT CROSSING) Record Dr win' i Certification ' These dr to the Contractor's cnsUWin records. BY. GAO R Date _I_Q&LdG Title/Position: _CML._FN61A1EE)9 Confirmed by City, 62— Date I 14) PROJECT REF: FACOI-0016 1-21101�i These plans are 'approved" for conformance with the City of Auburn's Engineering division requirements. Approved By: S.-k Date Approved:_ z y) ir D F_ M z D W 0LL (L < C? w 0 0 > 9 Ow IL w ZI- DWa u 0 o)C0 w 0 uj 0 L�w_ I WWN < J < 0 MUM F_ PROJECT NO.: 04M DRAWN BY: DJW ISSUE DATE: 08-18-04 SHEET REV.: 111-10-04 WATER AND SEWER PROFILES C50 HUD DWG * 58 0-7 D 199Y REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS OR-90-04 I1.IW COMMENTS 09-77-04 ❑.IW O7DId%J REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW STA! 2+74 42' LT STA. 0+87 8.8' LT...... Ir x 8"TEE-(M.brMJxF1) FIN79ED`a i1DE ...:..... .... ._._ 1- 12 x 12 TEE FLxFLxFL M/ CONC. BLKG ..:. ....., :.... i- 6o GATE VALVE (FLxFL) - ... .. ! 2- GONG. BLKG: 10"x " PRV STA 71 ON yi AS 1- iY FIRE HYDRANT ASSEMBLY � ' GRADE 2- 12' GATE VALVE (FLxMJ)' MARKETED BY GC SYSTEMS. STA. 4+35 172' RT Z4S, IOLF 12"_D.I.P. (REGULATES_440 ZONE) (PER ',j9A 9TD DE. WA1TOt-07) STA: 3494 ELEV.' 37.94 2 BLOW OFF 1- 12' 90` BEND (MJxMJ) 1- i2'.GA7E,..VALVE (FLrI1J).._ S - 15" STORM CROSSING TA: 4+41 ELEV. 239.16 .:. :....... W/.GONG. BLKG: STA. 1+05 7.1' LT 7LF12" D.I,R ... -.... -.. _ (SEVER) -....... • 15" Sr234M:.17tOSSING.:(SEM£R).. - - - - - STA. 0+06, 6.1 LT TERRACE VIEW BLVD '. 1- 12 x 12 TEE MI_ -- - --- _ _ _._ W/ CONC. BLKG 4Y MIN. - --- CONNECT TO ANS. MAIN - - -- -- _ . _ -- - - - - Z�.. 1- '12" X 12'...1�E' i- 12' GATE VALVE (FLxM,n (TYP.) "' � 19LF 12' D.LP. -- - µ,/,C�,, BLKG: ) STA. 0+43 76 LT 11LF 12''D.I.R - - - / 1- 12' GAM :VALVE (F1:xMJ) 1- 72 x 22 1/2' BEND 1 12" 90' BEN.(Mwj) 1-12 (MJxMJ) W/ CONC. BLKG W/ CONC. BLKG - - - 51LF - - P f 12" D.LP. 411-f' 12'.:_D'Ij 235 _ 7LF 12' D.I.P. -20LF 12 D.I.P. 10 LF 12' D'LP. Z 158LF 12' D.I.P. r.� p.LC ' 47LF 12' .ou - `, .00s 100LF 8" PVC ®5=0. 16 PVC $=0. *4 8 PVC 1 S>06859 12 p:Lp O LF 8.. P f.50.859'3 _. w 73 STA J+ QO' LT STA 2+ 5.2 LT STA /6.2' LT f J A 60 STA I+ g n' RT 6" PVC S. SVC. - _x �- - 1- 12 7r-- ME (MJxFL - STA. 4+26, 5.0' RT I; 1- 12 xX TEE M , O ` SSMN; /i5Q9-38 FOR CLUBHOUSE : t1'/ CONC. BLKG W/ LONG llKC W/ CONC. BLKG + RIM- STA. 0+42 1-.. 6' CATS VALVE (FLAfl) SEE FIRE' 94WKLER' NOTE RIM= 242 00 2y'1.6% SEE FIRE SPRINKLER NOTE ZZ5 ISLE 8. pyC 23B°45238.19 _ S'Q 366 IE. 8" (rN) SE.: W.j7 INV O 8" MAIN=230 81 1- 6' FIRE HYDRANT ASSEMBLY 57LF 12" D.I.P.f ® IE 8" (our) NW. P36�7 INV. 8" (IN) SW. ?3?49�32:'N S. (PER CD.A STD DTL WATER-07) INV. 8" (aup NEB 232.39232.1fy N.E. STA 5+ 1' RT J T t r. STA. 1+57 3.1' LT _. -..--1-.12"._GATE VALVE:(f1xiMJ).-- 1- 12 xd ,nk 1- 12x43' 1- 12x 221 'eENp \230 37 se, T 4 f P iw� O CAM STA 0+28 f}t.Nrtw) W/ CONC: 8LcG (M.kW) Wj Cot*C BLKG 250, 3 r N.w 1- 12 X .FOR BLDG 7 1 6' FIRE HALVE AS5pw6Lr.. w/ C. BLKG J ...:..... ELEV 226.97 ...: �rA. 0+97 R5' RT-- ........, 6" PYG S. SVC. - STA. 1+13 (PAR C.O.A.. STD DiL WATER-07) (W STORM CROSSING FOR POOLHOU5E':- INV O 8" MAl"232.14 1- 120 GAZE VALtAe (FLXMJj (WATER) RIM= 23J'S0� 235,3 STA. 04-40 -... -S5MH- Jf1509-39. , ...:_ "ENV: 8" (In) SE 2?68i 125.:85 INV 08" MAX-o228.61 RIM- N2.82 29s 2.T V. 8"{ourJ iW-:ff6-�.}<Z15.:8' STA 0+9Q ELEV 225.J9 IE, 8" (IN) SW= :$33f,+5� 231.50 " .. :. 15" STORM: CROSSING',. - - SERVICE MAIN (380 ZONE) PROFILE w ... .......... _._.(WAIELZ,....SEW£R _BEYOND) _.... , _ - _ t10RQ0 fTAL T,20'.. - . T 43f:.k�231 SO� bM) N06 oM N �.-. ............. :.:.... ppOOryOC4 NH' ry N N _...._ N.N NN N`ry O ~N;� N'N `ry `f YW N0N00 NO_N NO:N^ O:.O ppryO _.. W V N N N N NN N1+00 N a.!la ry, N N ry H FIRE SPRINKLER NOTE Z+00 3+00 CROSSING NOTES 4+00 5+00 AS DETER SYSTEMS SHOWN ARE TO 8E G OR 6' DIAMETER FOR CROSSINGS W1IN LESS THAN 1'(15' FOR SEWER AND WATER NOTE. PROVIDE A MINIMUM COVER OF 42' OVER ALL WATER MAINLINE 6. MAINTAIN 18' MIN. VERTICAL SEPARATION BETWEEN WATER AND AS DETERMINED BY FIRE PROJECTION ENGINEER. SEE NOTE, SHEET C35, CROSSINGS) OF VERTICAL SEPARATION, A 3" x 48" x 108" 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPESANSMISSION SEWER LINES. WITH SAND ETHAFOAM SHEET. ALL PIPE ROSSINGSING AREPIPES MADE ATAND MID THE PIPE, AND THIN-LOC ORIN AND FIRE LINES. USE MEGA LUG ROMAC GRIP RING GASKETS TO RESTRAIN 7 BETWEEN POSSIBLE AND MAINTAIN 12" MIN. VERTICAL SEPARATION �■rrS NOT ON A JOINT. MJ FITTINGS AND PIPE 107 KEY MAP NIS THAN 12'. ADD ETHA FOAMM220NES AND(SANDPE CROSSING AT CROSSING) �� J. FIRE DEPARTMENT CONNECTIONS ARE REWIRED FOR EACH 8, WHERE POSSIBLE MAINTAIN 12' MIN. VERTICAL SEPARATION BUILDING, SEE NOTE SHEET C35 4. STATIONING FOR SANITARY SEWER STOF Sravrrcc rc ce.,.. I- BETWEEN STORM AND SEWER LINES. (IF PIPE CROSSING rc j rcc __ .. ..._ _. 0 ..._STA. 1+ 3.Q' LT STA. 8+49 SQ' LT • P :W/ CW. BLOq(r�IN( 47 _..1- 1 Jt X MJXFL.. 6' pVC S. SVt;. L SEE' FNE SPRINKLER NOTE L ...... ... ._.5' RT . WI C77NG. BLOCKING - "4..STA 1+5 STASEE FNtE SpRMN(LER NOTE STA. 0+17 -- --- INV o 8" µdtN-234 76 6" PVC S. SVC.41 .. INV a' MArN=234 07 0 L _.245.3} STA. 8+11, 5.0' LT -..STA. 0+09W'/ L VG. BLXG= f�3dct8; 32.t8 STA. 6 4' T STA. +6 9.4' L1- 12 x X TEE MJxMJf- B!' GA7E VALVEr6t 32 88 1- 12z ' BEND SSMH '11 - W/ CONC. BLOCKING INv o e" MArN=235.41 1- 8" FIRE HYDRANA! RIM=:248:-3�k....2y8.D.Z...:...:. SEE FlRE SPRINKLER N07E. (MJxMJ) `A/ CONC.-BLKG - (PER',C.O.A STD OIL WAl •: T INV. a" IN : CsI.NG1>*.Jl'2s3,9S ..°... .... ._-. ___STA_Bt0B. 5.0 LT - A. 8+99' 5.0' RT 1- 12* GATE VALVE (FLrt 1- 12 x22 1/2'BEND 6".PVC S. SVC INV. A'OUT (ME)- 2?J'l8-233,87 -' 1- 12 x X TEE M,bM(J: -- S5MH J'1509-43 ......_... (MJxMJ) W/ CONC. BLIt'Q : FOP BLDG W/ CONC. BLOCKING - RIM= .. ... .. i 24&6 1",.16 STA. 1+07 - STA. 7+88 SO' LT SEE FIRE SPRINKLER M071E . < INV.; e' 1N (s)= p3 t Z3So3 0r� INV O e" MdtN 233 79 -,--. ` 1 12 x: 6 lEF A ",XFL) IN _.17LF_.12 D. P. ........_ I o N ,,. ,. .... _.._ _._ - W/ nwr-a-nnirwaR - - V e" OUT CN) £`3rrfi�i34.93 N N pqp ^ STd n+nn NN N,N _- 7+00 8+00 f " 115 SHE,57 0� -7 9+00 :... LL 6"PVC S.S. S�_6" PVC S. SVCINV D+25- 08"MAIN=23741 INV a^ MA1M.23QSTA., FL)ALL Lrl 1 12IYICONC. BLOCKING, ; ...:.. .... ....SE'E FIRE SPRINKLER NOTEVAISLY WR-07) /1309-44'W)RIM- 24t6p- INIV4 a,...tri{ INV; 8" avT (N) 23'7.01-23e 81 .:....... o'o .-,,q piN p,' p0o on0, N,N N'N Wiry HN NN Mfth N N Retard Draw' 9 Certification =" to the Contractor's construction records. BY. Date D /7 Titile/Position: CI IL &RIVE R Confirmed by City.G1_Datelnit Oi PROJECT REF: FACOI-0016 These plans are "approved' for conformance with the City of Auburn s Engineering division requirements. Approved By Date Approveo 3O U7 r 0 �T 03 aD 0 J0WN N Zp�XWTm0 0 ODDW=NQNWQ varcL3qLL t..1Q V U ��yn w� VW Au wA 21 60 L U A4 F- W U. 0 � U ^Q LL Q I 3 9 W O CY > 0 U LL W z5 a) NO F W-^p0 Q WQ�O d N I r aC3o L FWWN r� JxJlb ¢p Q Q LL U��i� PROJECT NO.: 04M DRAWN BY: D,JW ISSUE DATE: 00-IF-04 SHEET REV.: tj--J& 4 WATER AND SEWER PROFILES P:\idd\04030\04030PR-5 Smilwy-wore. C5 2 HUD DWG * 60 o 7 D/89s" REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS na-97-na n.1W U ►,.die U. SEE FIRE SPRINKLER NOTE STA. 12+2a 4,6' LT 1-12�ir6 TEE MJxM W - _. W/0C4C.- BLKG. _.. _.._. _...... 1-6' GATE VALUE (FLxFL) ? i 1 ZZC N/ RIM= -: 23 .01 INV. s" 0' N INV _8, ,oi93 1-6 F.H. ASSEMBLY RT (PERC.O.A. STD DTL WATER-07) t.3s 1-12 CAP (FL) BLKG _.. _._._...... Y38:96 23g 88 wN Oi O> rr` �O_t0 0 tNplt�pa N_N N.<IY N.N N h n N CONTINUATION FROM SHEET C44 OF SERVICE MAIN (380 ZONE) PROFILE llr XW�T•5 VERTICAL BLOCKING FOR 11 1/4'-22 1/2'-30- BENDS PIPE SIZE V B O FT A D L 4" 11 1 4' 8 2.0' 3/4" 1.5' 22 1 2 11 2.2' 2.0' 30 17 2.6' 6" 11 1 4* 11 2.2' 3/4" 2.0' 22 1 2 25 2.9' 30' 1 41 3.5' 8" 11 1 /4- 16 2.5' 3/4" 2.0' 22 1/2 47 3.6' 30' 70 4.1' 3/4" 2.5' 12" 11 1/4' 32 3.2' 3/4" 2.0' 22 1 2' 88 4.5' 7/8" 3.0' 30' 132 5.1' 16" 11 1 /4' 70 4. 1' 7/8" 3.0' 22 1 /2' 184 5.7' 1 /8 4, 0' 30- 275 6.5' 1 /4 20" 11 1 /4- 91 4.5' 7/8" 3.0' 22 1 /2' 225 6.1' 1 4' 4.0' 30' 330 6.9' 1 3 8 4.5' 24" 11 1 4' 128 5.0' 1" 3.5' 22 1 2' 320 6.8' 3 8 4.5' 30' 480 7.971 5 8 5.5' VERTICAL BLOCKING FOR 45-BENDS 4" 45- 30 3.1' 3/4" 2.0' 6" 68 4. 1' 8" 123 5.0' 12" 232 6.1' 3/4- 2.5' 16" 478 7.8' LjE 4.0' 20" 560 8.2' 1 1/4 24" 820 9.4' 1 3 8 4.5' NOTES: 1. CONCRETE BLOCKING BASED ON 200 PSI PRESSURE AND 2500 PSI CONCRETE. GALVANIZED RODS D BEND e m e o. �x H CL V) w o z o -I 7) VERTICAL BLOCKING FOR 11 1/4, 22 1/2% do 30' BENDS GALVANIZED RODS 0®AMMirM � p v 0 JLj m C o. V w O p o O o z D _I A VERTICAL BLOCKING FOR 45* BENDS CONCRETE BLOCKING (VERTICAL) FIRE SPRINKLER NOTE: SPRINKLER SYSTEMS SHOWN ARE TO BE 4" OR 6" DIAMETER AS DETERMINED BY FIRE PROTECTION ENGINEER. SEE NOTE, SHEET C35. «• -� .e 1 F FOR CROSSINGS WITH LESS THAN 1' 0.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3" x 48' x 108' SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. ALL PIPE CROSSINGS ARE MADE AT MID PIPE, NOT ON A JOINT. CONCRETE THRUST BLOCK, SIZE IS DETERMINED BY SIZE OF PIPE USED. 1�11�11=R11 BEARING AREA °7 NOTES: 1) BLOCK HEIGHT SHALL BE EQUAL OR LESS THAN ONE HALF OF TOTAL DEPTH FROM GROUND SURFACE TO BLOCK BASE. 2) BLOCK SIZE BASED ON 225 PSI TEST PRESSURE. 3) WRAP FITTINGS WITH POLYETHYLENE PLASTIC BEFORE POURING CONCRETE THRUST BLOCK. FITTING SIZE (INCHES) BEARING AREA OF BLOCK IN SQUARE FEET PIPE EE ENDS BEND BEND 2BEND2 1/2 1BEND4 1000 PSF SOIL BEARING STRENGTH 3 1.6 2.3 1.3 1.0 1.0 4 2.8 4.0 2.2 1.1 1.0 6 .4 9.0 4. _ 2.5 1.2 11.3 16.0 8.7 _ - 4.5 2.3 10 17.7 25.0 13.6 6.9 3.5 12 25.4* 36.0* 19.5 10.0 5.0 14 34.6* 49.0* 26.5" 13.6 7.0 16 45.2* 64.0* 34.6* 17.7 8.9 2500-PSF SOIL BEARING STRENGTH 3 1.0 1.D 1.0 1.0 1.0 4 1.1 1.5 1.0 1 1.0 1 1.0 6 B 2.6 4.5 3.6 6.4 2.0 3.5 1.0 1 1.8 1.0 1.0 10 7.1 10.0 5.4 2.8 1.4 12 10.1 14.4 7.8 4.0 2.0 14 13.A 19.6 10.6 5.4 2.8 16 18.1 25 6* 13.8 7.1 3.6 • MAXIMUM BEARING AREA ALLOWED IS 25 SO. FT.; BEARING AREA MAY BE REDUCED BY USING RODS, RESTRAINED JOINT PIPE OR CONDUCTING SOILS TEST TO CONFIRM HIGHER SOIL BEARING CONCRETE BLOCKNG (HORIZONTAL) EXTERIOR WALL SEE ARCH, PLANS SLEEVE THROUGH CONC, SLAB FOUNDATION WALL -SEE STRUCTURAL PLANS START OF FIRE SUPPRESSION SCOPE OF WORK SITE UTILITIES CONTRACTOR TO TERMINATE LATERAL 12" ABO%C FINISHED FLOOR WITH BOLT FLANGE 4" - 6" LATERAL FROM FIRE WATER MAIN DEPENDING ON FIRE FLOW CALCULATIONS. _-; _ _� ;] •� ti Lre , FOR CROSSINGS WITH LESS THAN 1'(1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3" x 48" x 108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. ALL PIPE CROSSINGS ARE MADE AT MID PIPE, NOT ON A JOINT. NOTE. I. PROVIDE A MINIMUM COVER OF 42' OVER ALL WATER MAINLINE 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR TRANSMISSION MAIN AND FIRE LINES. USE MEGA LUG FITTINGS AND THIN-LOC OR ROMAC GRIP -RING GASKETS TO RESTRAIN MJ FITTINGS AND PIPE JOINTS 3. FIRE DEPARTMENT CONNECTIONS ARE REQUIRED FOR EACH BUILDING, SEE NOTE SHEET C35. 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE NEAREST DOWNSTREAM MANHOLE. 5. HDPE PIPE ENTERING OR LEAVING SSHM SHALL HAVE A 3% MAX. SLOPE FOR 201F MIN. 6. MAINTAIN 18' MIN. VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES 7. WHERE POSSIBLE MAINTAIN 12' MIN. VERTICAL SEPARATION BETWEEN WATER AND STORM LINES (IF PIPE CROSSING IS LESS THAN 127, ADD ETHA FOAM 220 AND SAND AT CROSSING) 8. WHERE POSSIBLE MAINTAIN 12' MIN. VERTICAL SEPARATION BETWEEN STORM AND SEWER LINES (IF PIPE CROSSING IS LESS THAN 127, ADD ETHA FOAM 220 AND SAND AT CROSSING) Record Drawing Certification These draw' to the Contractor's construction records. c By. G I Data 11OL12104 Title/position: CNIL ENGINEER Confirmed by City. Dote I 'O PROJECT REF;' FACO1-0016 These plans are "approved" for conformonce with /the Gty of Auburn's Engineering division requirements. Approved By. Date Approved: 3 Ian to 0 >Q t 3 00 0 DOWN N05Z Ozowki6 U N N W v�'WCL lLL 3< V �Ay J U P, PROJECT NO.: 04030 DRAWN BY: Mw ISSUE DATE: 06-18-04 SHEET REV.: 11-16-04 WATE2R AND SEWER PROFLM AND DETALS P:\Idd\aWW\0W R-S Smitay-Igtp a"9 C53 HUD DWG M 61 07 D 18 gb. REVISIONS: REVISED PER CITY AND COUNTY :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 09-27-04 DJW 25 mop A: 11+5 ! ELEV., 319.06 15LF 12' D,I.A - _ 12'�6.1'P' - 12" STORM CROSSING - (SERVICE LINE) _ - - - - - - - - - - - 4LF 12' D.YP. 20— Q 29LF 21LF f18L 1 12' DLP. w -, �ME 1- 6" GATE (FLxfL) 5.-....... 1- b' FIRE HYDRANT ASSEMBLY CITY OF AUBI/RN SID. 01LWA 32LF- 12' D.I.P. (SERVICE LINE) STA .........., S2' LT TA. 11+90 33J' LT CL ROAD TA. OF00, STa O+ft (LL NN7ER MAIN) Af 1?' D.LP 1- 1 (MJxMJ) x? 1 D 4?' MIN. W/ CONC. BLKG CL WATER MAIN 1- 12' z 8' 7EE (FL x FL x FL); _-...... -.. 1 W/GOir NG BLOp(ING fL x FL)..... STA,...8+25,.. 2.8' LT (TYP.) . W/GONG. BLOCKING 1- 12' BFV (FL x MJ) 1- 12 x X TEE ......... ....-... _- _...... ........... ................ 1- 12' GATE VALVE (FL x MJ) 1- 1- 12' ADAPTER (FIL x MJ) W/ CONC BLOCKING .. _ 12' ADAPTER (FL x MJ) ,_ ,�•.- SEE. FIRE SPRINKLER MAYF BLKG, 1z- x x- TEE (M.MFL, 1M/CONC. BLKG SEE FIRE SPRINKLER NOl 1- 12'xl2' TEE (flxFuirw — W/CONC. BLKG. 1- 12' ADAPTER, MAW), 1- 12' GATE VALW (FLAW)..... 6LF 12' D.I.P. 1- 12' 90- BEND'(M„M61) W/Ct7NC. BLKG. 10'x3'. PRV STATION_.43 AS MARKETED BY cc SYSTEMS. (REGULATES 440 ZONE) G LU U ; - co 00 Gp h p n. O M m I� u� 1.L a n W N, N NI N N' N (qH' N w Q ONI m m m: m O Obi �� �, n � m NJ. f Q pa. •- q LL s+� A. N.N rnrn a O�.r1 COqa� y�y� N'N (y:N NN rn rn O a, o O M0 MM q: YO' oi.0 ^'N NNNO qa� 28O 7+Op N N M ry 7 N 10`x3" PRV STATION - - 9+00 n K' "� "�'. MARKETED BY GG SYSTEMS. - 10+00 FINISFIEO (i1H1DE 5 - SERVICE M (REGULATES 440 ZONE) WF 12" D.I.P. i OSZO NE) PROFILE 275 sra 4+11. 5 D LT._ ;..-„f, - 1- 12' x 72" TEE (FILVIL 7•) ........ _ - AL- 1 20 Z _ w/ CONC. eLocKtNc _ 2- 12' GATE VALVE (FLxMJ) i - - - W W Q FIRE SPRINKLER NOTE 42" MIN J2LF 12' D.LP. O 1 - f = 270 I-MJxMJ}- Z DETERMINED BY FIRE PROTECTION 1. PROVIDE A MINIMUM COVER OF 42 OVER ALL WATER MAINLINE 1- fY x 90'-BEND -{ _ SPRINKLER SYSTEMS SHOWN ARE TO BE 4" OR 6" !?IAMETER ' AS DETERMIN N ENGINEER. NOTE, W/ CONC. BLOCKING O SHEET C35. 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR 'STD U TRANSMISSION M 10.0 LT EXISTING GRAD£ Q Q 0 . 1- 12' x 12' TEE (F'LxFLxF'L) - 265 w/ CONC. BLOCKING B. 2— 12- BFV (FLjowj)�W N ry � Q� LL 5LF 12' D.I,P. TA. 4+38 3.0' LT /��„-x'12' TEE aeL,#L W 16O / / CONC. BLOCKING - 2- 12' GATE VALVE (FLmW) _.... .._ .: ...... :...n _... 1-_.12'_AOATER..(q&W) n OD CS STA. 4+31 5.3' L T 'N' N 'Coll: `nV noo _>55 ._ { 1- 12 x 12 TEE (MJxA1JxFLN N,N N.-_..- u{ -N _... _. ...........�+......... ................................. ' w 1�ATE VALVE (FLMWJ) ' 34LF 12' D.I.P. SERVICE MANY (440 ZPROFILE 1-12'x90' BEND: MJxMJ - I'VE1M 50 _.. _...... W/CONC. BLKG. CROSSING NOTES FOR CROSSINGS W77H LESS THAN 1' (1.5' FOR ..-- SEWER AND WATER CROSSINGS) OF VERTICAL .._....... q-N _.._ SEPARATION, A 3' x 48' x 108' SHEET OF 0i`� N:o �:N m � 0 "i n o us ETHAFOAM 220 WILL BE PLACED BETWEEN THE N;N n:N N.� � e �'� e'er 40, PIPES WITH SAND PLACED AROUND THE NN CROSSING PIPES AND THE ETHAFOAM SHEET. 3+MALL .. 4+00 _ - NOT I q CROSSINGS ARE MADE AT MID PIPE, AND THIN-LOC ORIROM C AND FGRIP-RING GASKETS TO RESTRRIRE LINES. USE MEGA LUG AINGS MJ FITTINGS AND PIPE JOINTS 3. FIRE DEPARTMENT CONNECTIONS ARE REQUIRED FOR EACH BUILDING, SEE NOTE SHEET C35. 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE NEAREST DOWNSTREAM MANHOLE, 5. HOPE PIPE ENTERING OR LEAVING SSHM SHALL HAVE A 3X MAX. SLOPE FOR 2OLF MIN. 6. MAINTAIN 18' MIN. VERTICAL SEPARATION VETWEEN WATER AND SEWER LINES. 7, WHERE POSSIBLE MAINTAIN 12' MIN. VERTICAL SEPARATION BETWEEN WATER AND STORM LINES. (IF PIPE CROSSING IS LESS THAN 12", ADD ETHA FOAM 220 AND SAND AT CROSSING) 8. WHERE POSSIBLE MAINTAIN 12" MIN. VERTICAL SEPARATION BETWEEN STORM AND SEWER LINES. (IF PIPE CROSSING IS LESS 7HAN 12' ADD ETHA FOAM 220 AND SAND AT CROSSING) Record Dra in Cmtification These FApprovedBy. COI-0016 /a//s/a 1e y eon to the Contractor's construction records. roved' for conformance with the Cit ing division requi nimts By, Ddtel��(g Title/Position: CIVIL ENGIN R Confirmed by City:f_y_ Datej'LI"07 Date Approved: _ 11- 0� VJ IL Q 3 Ci WO N R ZF LL WWNNO >mq U 1r QiL 01 ac3o FW WN JyJI!) 0gWj rr � PROJECT NO.: 04000 DRAWN BY: DJW ISSUE DATE: 06-18- )4 SHEET REV.: tt-18-04 44 WATER AND SEWER I PROFILER 07Di895 d REVISIONS :REVISED PER CITY AND COUNTY :REVISED PER STUDIO GONG, INC. :REVISED PER CITY OF AUBURN COMMENTS 08-20-04 DJW COMMENTS 08-25-04 DJW COMMENTS 09-27-04 DJW ,05; rh'•: NE- R52G315.01 E. IE SW = 3i5.i631'4"N. IE 31i•185. kjF? We i I STA. 2+90, (CL WATER M 1- 12" x 45', VERT. BEND -�f 17ZLr - IE 8"(1ry) NE= 32402 323,87N. IE 8"(Our) SIN = ,3P4,$2323.7s S. STA.'0+88 (CL WATER MAIN)' 1- 12' x 12' TEE (FLxFLxFL) STA. 2+88, (CL WATER MAIN, W/_CONC. .BLOCKING _..... _._ _...... ....._ _. STA. 0+01% (CL .... WATER ..MAIN, .. 1- 12- BFV (FLxMJ) 1- 72' x 12" TEE (FL x FL x 1- 12- ADAPTER (FLAW) WICONC. BLOCKING 1- 8' GAZE VALVE (FLxAIJ) 1- 12" BFV (FL x',NJ) 1- 12' GATE VALVE (FL x MJ) 1+00 2+00 TRANSMISSION WATERMAIN EXTENSION PROFILE HOFRONTAL- r-w VB111CAL- r-s STA. 2+74,', (CL WATER MAIN) 1- 12" x 22 IA' BEND (MJ x MJ) W/CONC. BLOCKING 3+00 55 KEY MAP 1 D.I. PIPE PIPE SIZE DIMENSIONS (INCHES) A B C D E 4" 2.414.8117 11.3114.6 6" 3.5 6,9118 114 14.5 8" 4.5 9.1119 15 14.5 10" 5.611,1 20 16 14.4 12" 6,613. 21 17 14.4 14" 7.715. 22 18 14.3 16" 8.717, 23 19 14.3 18" 9.819, 24 20 14.2 WIDTH OF TRENCH PLUS 36" VARIES B VARIES D.I. PIPE D.I. PIPE --T • • 4 . • a d V. • . •.�.. 'a s.• I •' . • ♦'• • ♦ " a v_ 1 11.,J PSI NO. 6 REBAR (EPDXY COATED) MIN. CONCRETE SLOPES > 20% - PROVIDE CONCRETE SLOPE (CAST IN ANCHORS (20' TO 25' PLACE) ON CNTR.) CONCRETE SLOPE ANCHOR DETAIL CROSSING NOTES FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3" x 48" x 100' SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. ALL PIPE CROSSINGS ARE MADE AT MID PIPE NOT ON A JOINTT, NOTE. 1. PROVIDE A MINIMUM COVER OF 42' OVER ALL WATER MAINLINE 2. PROVIDE AN APPROVED RESTRAINED JOINT SYSTEM FOR TRANSMISSION MAIN AND FIRE LINES USE MEGA LUG FITTINGS AND THIN-LOC OR ROMAC GRIP -RING GASKETS TO RESTRAIN MJ FITTINGS AND PIPE JOINTS J. FIRE DEPARTMENT CONNECTIONS ARE REQUIRED FOR EACH BUILDING, SEE NOTE SHEET C35. 4. STATIONING FOR SANITARY SEWER SIDE SERVICES IS FROM THE NEAREST DOWNSTREAM MANHOLE. 5. HDPE PIPE ENTERING OR LEAVING SSHM SHALL HAVE A 3% MAX. SLOPE FOR 2OLF MIN. 6. MAINTAIN 18' MIN. VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES. 7. WERE POSSIBLE MAINTAIN 12' MIN. VERTICAL SEPARATION BETWEEN WATER AND STORM LINES (IF PIPE CROSSING IS LESS THAN 12-, ADD ETHA FOAM 220 AND SAND AT CROSSING) 8. WHERE POSSIBLE MAINTAIN 12' MIN. VERTICAL SEPARATION BETWEEN STORM AND SEWER LINES (IF PIPE CROSSING IS LESS THAN 12-, ADD ETHA FOAM 220 AND SAND AT CROSSING) Record Draw' g Certification These drowat cat to the Contractors construction records. By, 6 r Dote10117106 Title/Position: CIVIL ENGINEER Confirmed by CityC.l Datej!jL1'0) PROJECT REF: FAC01-0016 'i'�e These plans are "approved" for conformance with the City of Aubum"s Engineering division requirements. Approved By Date Approved: IZJI); `O'f lewas: MAY 6, 2005 ■ 3� wo 0 0 ?Lo OWN N65Z ozo('4k 0 vIr0 LLL3IL bA U HD F'ti qD bA wA w v a r CZ a U I� Q N co W LL W WNN N U E 4 co Q w1D N IL Co °C 03Y H PROJECT NO.: 04030 DRAWN BY: DJW ISSUE DATE: 06-19-04 SHEET REV.: 11-16-04 WATER AND 13EWER 1 PROFILES AND DETA&S i f ;'aWG\Oy) JPH N Son tar,-wale,.Awg C55 HUD DWG M 63 07D1 SITE PLAN SCALE: 1" = 20' 0 10 20 40 60 1R=mrnra PLANT LIST ISSUE DATES REV. lPnON 6-15-04 HUD SUBMITTAL 8-12-04 BP SUBMITTAL 8-26-04 HUD RESPONSE 831-04 HUD SUBMITTAL #1 11.16-04 VE REVISION 12-0.04 CITY COMMENTS m AC�ER�CCIRCINATUM VINE MAPLE 6' MIN. HT. MULTI-TRUNKED q7� 1�� ACER PALMATUM JAPANESE MAPLE 1-1/2" CAL FULL & BUSHY ACER RUBUM 'OCTOBER GLORY' OCTOBER GLORY MAPLE 3" CAL. STANDARD BETULA JACQUEMONTII JACQUEMONTI BIRCH 2" CAL, STANDARD 0 CARPINUS BETULUS 'FASTIGIATA' PYRAMIDAL EUROPEAN HORNBEAM 1-1/2" CAL. STANDARD CORNUS KOUSA KOUSA DOGWOOD 1-1/2" CAL STANDARD 0 PINUS CONTORTA SHORE PINE 6' MIN. HT. FULL & BUSHY PINUS NIGRA AUSTRIAN PINE 6' MIN. HT. FULL & BUSHY ��y Q 7F1- PRUNUS SERRULATA 'AMANOGAWA' FLOWERING CHERRY 2" CAL, STANDARD QUERCUS RUBRA NORTHERN RED OAK 2" CAL STANDARD STEWARTIA PSEUDOCAMELLIA JAPANESE STEWARTIA 1-1/2" CAL. STANDARD 0 ewe/ � THUJA OCCIDENTALIS 'BRANDON' AMERICAN ARBORVITAE 6' MIN. HT. FULL & BUSHY ZELKCVA SERRATA SAWLEAF ZELKOVA 2" CAL. STANDARD a O ARBUTUS UNEDO STRAWBERRY TREE 3 GAL. MIN. FULL & BUSHY ® NANDINA DOMESTICA 'GULFSTREAM' GULFSTREAM HEAVENLY BAMBOO 1 GAL FULL & BUSHY O OSMANTHUS DELAVAYI OSMANTHUS DELAVAYI 2 GAL. MIN. FULL & BUSHY Pi PIERIS JAPONICA ULY OF THE VALLEY SHRUB 5 GAL. FULL & BUSHY O PHILADELPHUS LEWISII LEWIS MOCKORANGE 5 GAL FULL & BUSHY ® PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 3 GAL. MIN. FULL & BUSHY ® RHODODENDRON 'BLUE DIAMOND' BLUE DIAMOND RHODODENDRON 2 GAL. MIN.- FULL & BUSHY Q RHODODENDRON 'DORA AMATEIS' DORA AMATEIS RHODODENDRON 24" B&B FULL & BUSHY RHODODENDRON 'LODERS WHITE' LODERS WHITE RHODODENDRON 24" B&B FULL & BUSHY ® SPIREA BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIREA 1 GAL FULL & BUSHY ® SARCOCOCCA RUSCIFOLIA SWEET BOX 2 GAL. MIN. FULL & BUSHY ® VIBURNUM DAVIDII DAVIO'S VIBURNUM 5 GAL FULL & BUSHY O VIBURNUM PLICATUM 'MARIESII' MARIE'S VIBURNUM 5 GAL FULL & BUSHY ® VIBURNUM TINUS 'SPRING BOUQUET' LAURUSTINUS 5 GAL FULL & BUSHY gL1g0 ANNUAL & PERENNIALS 4" POTS O 12" O.C. ARCTOSTAPHULOS UVA-URSI KINNICKINNICK 4" POTS O 24" O.C. GAULTHERIA SHALLON SALAL 4" POTS O 24" O.C. 0000 LONICERA PILEATA PRNET HONEYSUCKLE 4" POTS O 24" O.C. VINCA MAJOR PERIWINKLE 4" POTS O 24" O.C. Lm PROJECTREP FACOI-0016 THIS PLAN SHEET REFLECTS THE CITY OF AUBURMS MINIMUM LANDSCAPING REQUIRMENTS. AMVV*d DMe Alwld_ d: I!IT�¢ d Llr- ", Johnson Braund DESIGN GROUP, INC. Avddkwbm Lm&om a AmbMeMum pUNW0fl Greg L A#wfne, AIA Melvin R. Easter, ASLA STATE OF WASHINGT13N REGISTERED LANDSCAPE ARCHITECT �rUilf4r— MELVIN R, EASTER CERTIFICATE N0.398 C) qIT LO cn CN VJ Z 2 N- L.L.. ^Q I..L w z ui u+ C4 Y PROJECT # 0419 FILE NAME: 0419 -- DRAWN BY: LP/MB PLANTING PLAN Ll 00 HUD DRAWING #: 150 OF 21T 071)189C 1 ►71-* SITE PLAN SCALE: 1" = 20' D 10 20 ao 60 PLANT LIST + i11'�. I ACCEER�CIRCINATUM ACER PALMATUM ACER RUBUM 'OCTOBER GLORY' BETULA JACQUEMONTII CARPN4US BETULUS 'FASTIGIATA' CORNUS KOUSA 0(l PINUS CONTORTA PINUS NIGRA '"���•••WWW��� PRUNUS SERRULATA 'AMANOGAWA' QUERCUS RUBRA STEWARTIA PSEUDOCAMELLIA THUJA OCCIDENTALIS 'BRANDON' 0�— ZELKWA SERRATA Q�• ® NANDINA DOMESTICA 'GULFSTREAM' O OSMANTHUS DELAVAYI Pi PIERIS JAPONICA OPHILADELPHUS LEWISII ® PRUNUS LAUROCERASUS 'OTTO LUYKEN' ® RHODODENDRON 'BLUE DIAMOND' Q RHODODENDRON 'DORA AMATOS' RHODODENDRON 'LODERS WHITE' ® SPIREA BUMALDA 'ANTHONY WATERER' (s SARCOCOCCA RUSCIFOLIA S VIBURNUM DAVIDII O VIBURNUM PLICATUM 'MARIESII' S VIBURNUM TINUS 'SPRING BOUQUET' J ISSUE DATES DATE DESCRIPTIONREV. 6-15-04 HUD SUBMITTAL 8.12-04 BP SUBMITTAL 8-31-04 HUD SUBMITTAL #1 1-16.04 VE REVISION 12.3-04 CITY COMMENTS KEY MAP ILI I rm Johnson Braund DESIGN CROUP, INC. Archbachme Lm&mge Ardftwtm plammmg 15200 52na Aranue South Sulw 200 Saa91a, VIA 9SM Pha» 2OIL798JOW Fat 206.785AW www4l"It,00e Greg L. Altwine, AIA MOM R. Easter, ASLA STATE OF WASHIMT13N REGISTERED LANDSCAPE ARCHITECT //UA&64— MELVIN R. EASTER VINE MAPLE 6' MIN. HT. MULTI—TRUNKED CERTIFICATE 011113" JAPANESE MAPLE 1-1/2" CAL. FULL & BUSHY OCTOBER GLORY MAPLE 3" CAL, STANDARD 0 Y I JACQUEMONTI BIRCH 2" CAL. STANDARD U') M I PYRAMIDAL EUROPEAN HORNBEAM 1-1/2" CAL. STANDARD N KOUSA DOGWOOD 1-1/2" CAI.. STANDARD r SHORE PINE 6' MIN. HT. FULL & BUSHY AUSTRIAN PINE 6' MIN. HT. FULL & BUSHY FLOWERING CHERRY 2" CAL STANDARD NORTHERN RED OAK 2" CAL. STANDARD c` JAPANESE STEWARTIA 1-1/2" CAL. STANDARD ! AMERICAN ARBORVITAE 6' MIN. HT. FULL & BUSHY W SAWLEAF ZELKOVA 2" CAL. STANDARD C STRAWBERRY TREE 3 GAL. MIN. FULL & BUSHY GULFSTREAM HEAVENLY BAMBOO 1 GAL FULL & BUSHY LL OSMANTHUS DELAVAYI 2 GAL. MIN. FULL & BUSHY Q pp LILY OF THE VALLEY SHRUB 5 GAL. FULL & BUSHY LEWIS MOCKORANGE 5 GAL FULL & BUSHY OTTO LUYKEN LAUREL 3 GAL. MIN. FULL & BUSHY BLUE DIAMOND RHODODENDRON 2 GAL MIN. FULL & BUSHY DORA AMATEIS RHODODENDRON 24" B&B FULL & BUSHY O Z UDDERS WHITE RHODODENDRON 24" B&B FULL & BUSHY W z W W 04 g ANTHONY WATERER SPIREA 1 GAL FULL &BUSHY U cn z 666C SWEET BOX 2 GAL. MIN. FULL & BUSHY DAVID'S VIBURNUM 5 GAL - FULL & BUSHY Z MARIE'S VIBURNUM 5 GAL FULL & BUSHY LAURUSTINUS 5 GAL FULL & BUSHY W CID m < $ I- Q 0 0) 00 ANNUAL & PERENNIALS 4" POTS O 12" O.C. ARCTOSTAPHULOS UVA-URSI KINNICKIWOCK 4" POTS O 24" O.C. GAULTHERIA SHALLON SALAL 4" POTS O 24" O.C. 0000 LONICERA PILEATA PRNE7 HONEYSUCKLE 4" POTS O 24" O.C. * VINCA MAJOR PERIWINKLE 4" POTS O 24" O.C. LAN A _ ,I oFIJ PROJECTREF: FAC01-0016 THIS PLAN SHEET REFLECTS THE CITY OF AUBURMS MNAWW LANDSCAPING REQUIRMENTS. A Defy?/f PROJECT # 0419 FILE NAME: 0419-L DRAWN BY: LP/MB PLANTING PLAN Ll 02 HUD DRAWING #: 152 OF 217 071)1096 C PF" '�5 9�EET 69 -_ 5UE DATES DATE DESCRIPTION 6-15-04 HUD SUBMITTAL 8-12-04 BP SUBMITTAL B-26-04 HUD RESPONSE 8-31-04 HUD SUBMITTAL #1 11-16-04 VE REVISION 12.3a CITY COMMENTS O PROJECT REF: FACOI.0016 THIS PLAN SHEET REFLECTS THE CITY OF AUBURMS A#t^KW LANDSCAPING REQUIRAIENTS. Approved / 111 Johnson Braund DESIGN GROUP, INC. Awe Lm&mpeAfflimbecta'e 15200 52nd Avenue South Sum 200 Seattle, WA 98188 Phone 208.7062300 Fen 2DS.7882M i wwjb� Greg L. AIIW1ne, AIA Melvin R. Easter, ASLA STATE OF VASNINGTON REGISTERED LANDSCAPE ARCHITECT 144A— MELVIN R. EASTER CMTFICATE Na3% U) E— Z LL1 H Q Q =� I > Zl_ W =uj � xZ8 g 9 z (L LU ma w a PROJECT # 0419 FILE NAME: 0419-L DRAWN BY: LP/MB PLANTING PLAN Ll 03 HUD DRAWING#: 153 OF 217 07 DISW W - - � k0; IL e� r1 u :L R y SITE PLAN SCALE: 1" = 20' 0 10 20 40 60 PLANT LIST CI ACER CIRCINATUM 1� ACER PALMATUM ACER RUBUM 'OCTOBER GLORY' BETULA JACQUEMONTII CARPINUS BETULUS 'FASTIGIATA' CORNUS KOUSA PINUS CONTORTA PINUS NIGRA PRUNUS SERRULATA 'AMANOGAWA' QUERCUS RUBRA STEWARTIA PSEUDOCAMELLIA �— THUJA OCCIDENTALIS 'BRANDON' ZELKOVA SERRATA SHRUBS O ARBUTUS UNEDO ® NANDINA DOMESTICA 'GULFSTREAM' O OSMANTHUS DELAVAYI O PIERIS JAPONICA O PHILADELPHUS LENSII ® PRUNUS LAUROCERASUS 'OTTO LUYKEN' ® RHODODENDRON 'BLUE DIAMOND' RHODODENDRON 'DORA AMATEIS' Q RHODODENDRON 'LODERS WHITE' OO SPIREA BUMALDA 'ANTHONY WATERER' SARCOCOCCA RUSCIFOLIA ® VIBURNUM DAV1011 O VIBURNUM PLICATUM 'MARIESII' ® VIBURNUM TINUS 'SPRING BOUQUET' KEY MAP gX0111y37:110: I:i.]: PYRAMIDAL EUROPEAN HORNBEAM KOUSA DOGWOOD SHORE PILE AUSTRIAN PINE FLOWERING CHERRY NORTHERN RED OAK JAPANESE STEWARTIA AMERIGW ARBORVITAE SAWLEAF ZELKOVA STRAWBERRY TREE GULFSTREAM HEAVENLY BAMBOO OSMWTHUS DELAVAYI LILY OF THE VALLEY SHRUB LEWIS MOCKORANGE OTTO LUYKEN LAUREL BLUE DIAMOND RHODODENDRON DORA AMATEIS RHODODENDRON LODERS WHITE RHODODENDRON ANTHONY WATERER SPIREA SWEET Box DAVID'S VIBURNUM MARIE'S VIBURNUM LAURUSTINUS ISSUE DATES REV. DATE DE I ION 6-15-04 HUD SUBMITTAL 5-12-04 BP SUBMITTAL 8-" HUD RESPONSE 8-31-04 HUD SUBMITTAL #1 11.16-04 VE REVISION 12404 CITY COMMENTS %a cow 6' MIN. HT. MULTI-TRUNKED 1-1/2" CAL. FULL & BUSHY 3" CAL. STANDARD 2" CAL. STANDARD 1-1/2" CAL STANDARD 1-1/2" CAL. STANDARD 6' MIN. HT. FULL & BUSHY 6' MIN. HT. FULL & BUSHY 2" CAL STANDARD 2" CAL. 1-1/2" CAL. 6' MIN. HT. 2" CAL. 3 GAL. MIN. 1 GAL 2 GAL. MIN. 5 GAL. 5 GAL 3 GAL. MIN. 2 GAL. MIN. 24" B&B 24" B&B 1 GAL 2 GAL. MIN. 5 GAL 5 GAL 5 GAL STANDARD STANDARD FULL & BUSHY STANDARD FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY {1{}p0 ANNUAL & PERENNIALS 4" POTS O 12" O.C. ARCTOSTAPHULOS UVA-URSI KINNICKNNiCK 4" POTS O 24" O.C. GAULTHERIA SHALLON SAIAL 4" POTS O 24" O.C. RUBW0000 . LONICERA PILEATA PRNET HONEYSUCKLE 4" POTS O 24" D.C. VINCA MAJOR PERIWINKLE 4" POTS O 24" O.C. Ids PROJECT REF: FACOI-WO THIS PLAN SHEET REFLECTS THE CITY OF AUSURN'S MINIMUM LAP10.S'CAPNMG REQUIRMENTS. ILI F��, i �, Johnson Braund DESIGN GROUP, INC. Arabbwtme Iadmgw AnWlMm 15200 52nd Avenue South Suite 200 Seattle, WA 98IN Phan 206.766.8300 Fax 206.766.8080 v wvr jbdg aem Greg L. Allwine, AIA Melvin R. Easter, ASLA STATE OF WASHINGTON REGLSTERED LANDSCCA��pAr�P`�E__ ARCHITECT MELVIN R. EASTER CERTIFICATE NO3" V) 19T L J CM I ti CV yyr� 7i• VJ F— CZ L N� I.L ^Q I . =S I W Z ►— z ttFq!-� W z La U~W� Q WZS z CIL I iH ill W m W;6I— Q U "rq PROJECT # 0419 FILE NAME: 0419-L DRAWN BY: LP/MB PLANTING PLAN Ll 06 nFn II$ 5H(Cj !7 of HUD DRAWING#: 156 OF 217 O7 l SITE PLAN ADSCALE: 1" _ 20, 0 10 20 40 60 PLANT LIST J ISSUE DATES DATE I D SC IPTION 6-15-04 HUD SUBMITTAL 8-12-04 BP SUBMITTAL 8.31-04 HUD SUBMITTAL #1 11.ION VE REVISION 12301 CITY COMMENTS KEY MAP BOTANICAL NAME COMMON NAME $J� CI ACER CIRCINATUM VINE MAPLE 6' MIN. HT. MULTI-TRUNKED ACER PALMATUM JAPANESE MAPLE 1-1/2" CAL. FULL & BUSHY ACER RUBUM 'OCTOBER GLORY' OCTOBER GLORY MAPLE 3" CAL. STANDARD BETULA JACQUEMONTII JACQUEMONTI BIRCH 2" CAL STANDARD CARPINUS BETULUS 'FASTIGIATA' PYRAMIDAL EUROPEAN HORNBEAM 1-1/2" CAL. STANDARD CORNUS KOUSA KOUSA DOGWOOD 1-1/2" CAL. STANDARD PINUS CONTORTA SHORE PINE 6' MIN. HT. FULL & BUSHY PINUS NIGRA AUSTRIAN PINE 6' MIN. HT. FULL & BUSHY Qom-)-- PRUNUS SERRULATA 'AMANOGAWA' FLOWERING CHERRY 2" CAL. STANDARD J^'`� 6� QUERCUS RUBRA NORTHERN RED OAK 2" CAL. STANDARD t "-i-- STEWARTIA PSEUDOCAMELLIA JAPANESE STEWARTIA 1-1/2" CAL. STANDARD �!�0-- THUJA OCCIDENTALIS 'BRANDON' AMERICAN ARBORVITAE 6' MIN. HT. FULL & BUSHY ZELKOVA SERRATA SAWLEAF ZELKOVA 2" CAL. STANDARD SHRU O ARBUTUS UNEDO STRAWBERRY TREE 3 GAL, MIN. FULL & BUSHY ® NANDINA DOMESTICA 'GULFSTREAM' GULFSTREAM HEAVENLY BAMBOO 1 GAL FULL & BUSHY O OSMANTHUS DELAVAYI OSMANTHUS DELAVAYI 2 GAL. MIN. FULL & BUSHY ® PIERIS JAPONICA LILY OF THE VALLEY SHRUB 5 GAL. FULL & BUSHY O PHILADELPHUS LEWISII LEWIS MOCKORANGE 5 GAL FULL & BUSHY ® PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 3 GAL. MIN. FULL & BUSHY ® RHODODENDRON 'BLUE DIAMOND' BLUE DAMOND RHODODENDRON 2 GAL. MIN. FULL & BUSHY O RHODODENDRON 'DORA AMATEIS' DORA AMATEIS RHODODENDRON 24" B&B FULL & BUSHY Q RHODODENDRON 'LODERS WHITE' LODERS WHITE RHODODENDRON 24" B&B FULL & BUSHY ® SPIREA BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIREA 1 GAL FULL & BUSHY 0 SARCOCOCCA RUSCIFOLIA SWEET BOX 2 GAL MIN. FULL & BUSHY ® VIBURNUM DAVIDII DAVID'S VIBURNUM 5 GAL FULL & BUSHY O VIBURNUM PUCATUM 'MARIESII' MAWS VIBURNUM 5 GAL FULL & BUSHY (S) VIBURNUM TINUS 'SPRING BOUQUET' LAURUSTINUS 5 GAL FULL & BUSHY OOgO:t ANNUAL & PERENNIALS 4" POTS O 12" O.C. ARCTOSTAPHULOS UVA-URSI KINNICKINNICK 4" POTS • 24" O.C. GAULTHERIA SHALLON SALAL 4" POTS O 24" O.C. 0000 * ` * LOWERA PILEATA PRIVET HONEYSUCKLE 4" POTS O 24" O.C. VINCA MAJOR PERLWLNKLE 4" POTS O 24" O.C. N,.. 6CM HYROSEED 'EROSION CONTROL' MIX PROUECTREF: FACOI-MIO THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MWWMUM LANDSCAPING REQUIRMENT(S. Approved �� DeAa Approved• /L��� ILI t or, a Johnson Braund DESIGN GROUP, INC. Ard*eo m pwmbg 15200 52nd Avenue south SUVA 200 See tie, WA 981B8 Phone 208.7662300 Fax 206.766.8080 WNW.AdgA= Greg L AIIWine, AIA Melvin R. Eimer, ASLA STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MELVIN R. EASTER CERTIFICATE N0.396 U) Z Uj LG LL Q a. W Z O zN LJ Z Nq W ++ N U WZ� � gQ< z a=3 �k_j W m Q ro U� PROJECT # 0419 FILE NAME: 0419-L DRAWN BY: LP/MB PLANTING PLAN Ll 07 HUD DRAWING#: 157 OF 217 07 a L PF4 lIS 5nEE1 69 0.-I0 w 4) SITE PLAN SCALE: 1" = 20' 0 10 20 40 60 PLANT LIST BCTANrAL NAME Bw ACER CICIRCINATUM ACER PALMATUM ACER RUBUM 'OCTDBER GLORY' 0E3BETULA JACQUEMONTII 0 CARPINUS BETULUS TASTIGIATA' CORNUS KOUSA 034 PINES CONTORTA PINUS NIGRA PRUNUS SERRULATA 'AMANOGAWA' QUERCUS RUBRA STEW'ARTIA PSEUDOCAMELLIA THWA OCCIDENTALIS 'BRANDON' ZELKOVA SERRATA • O ARBUTUS UNEDO ® NANDINA DOMESTICA 'GULFSTREAM' O OSMANTHUS DELAVAYI r PIERIS JAPONICA O PHILADELPHUS LEWISII Q PRUNUS LAUROCERASUS '0170 LUYKEN' Q RHODODENDRON 'BLUE DIAMOND' Q RHODODENDRON 'DORA AMATEIS' 0 RHODODENDRON 'CODERS WHITE' Q SPIREA BUMALDA 'ANTHONY WATERER' Q SARCOCOCCA RUSCIFOLIA ® VIBURNUM DAVIDII O VIBURNUM PLICATUM 'MARIESII' Q VIBURNUM TINUS 'SPRING BOUQUET' KEY MAP VINE MAPLE JAPANESE MAPLE OCTOBER GLORY MAPLE JACQUEMONTI BIRCH PYRAMIDAL EUROPEAN HORNBEAM KOUSA DOGWOOD SHORE PINE AUSTRIAN PINE FLOWERING CHERRY NORTHERN RED OAK JAPANESE STEWARTIA AMERICAN ARBORVITAE SAWLEAF ZELKOVA STRAWBERRY TREE GULFSTREAM HEAVENLY BAMBOO OSMANTHUS DEUVAYI ULY OF THE VALLEY SHRUB LEWIS MOCKORANGE OTTO LUYKEN LAUREL BLUE DIAMOND RHODODENDRON DORA AMATEIS RHODODENDRON LODERS WHITE RHODODENDRON AMHOW WATERER SPIREA SWEET BOX DAVID'S VIBURNUM MARIE'S VIBURNUM LAURUSTI NUS J ISSUE DATES REV. DATE DESCRIPTION 6-15-04 HUD SUBMITTAL 8-12-04 BP SUBMITTAL 8-31-04 HUD SUBMITTAL #1 11-16-04 VE REVISION 12-3-04 CITY COMMENTS 6' MIN. HT. 1-1/2" CAL. 3" CAL. 2" CAL 1-1/2" CAL. 1-1/2" CAL. 6' MAN. Hi. 6' MIN. HT. 2" CAL. 2" CAL. 1-1/2" CAL. 6' MIN. HT. 2" CAL 3 GAL. MIN. 1 GAL 2 GAL MBJ. 5 GAL 5 GAL 3 GAL MIN. 2 GAL. WIN. 24" B&B 24" B&B 1 GAL 2 GAL. MIN. 5 GAL 5 GAL 5 GAL MULTI—TRUNKED FULL & BUSHY STANDARD STANDARD STANDARD STANDARD FULL & BUSHY FULL & BUSHY STANDARD STANDARD STANDARD FULL & BUSHY STANDARD FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY FULL & BUSHY C1pC1 ANNUAL & PERENNIALS 4" POTS ® 12" O.C. ARCTOSTAPHULOS WA—URSI KINNICKINNICK 4" POTS ® 24" O.C. GAULTHERN SHALLON SALAL 4" POTS ® 24" O.C. 00 O * * * * LONICERA PILEATA PRIVET HONEYSUCKLE 4" POTS ® 24" O.C. VINCA MAJOR PERIWINKLE 4" POTS 0 24" O.C. PROJECT REF: FAC01-0016 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIRMENTS. Approved" Date Approved: /2�7 Le= LORmt. Johnson Braund DESIGN GROUP, INC. Atchitectum Tand scape Architectue Planning 15200 52nd Avenue South Suite 200 Seattle, WA 98188 Phone 206.766.8300 Fax 206,766.8080 a jbdg.com Greg L. Allwine, AIA Melvin R. Easter, ASLA STATE OF WASHINGTON REGISTERED LANDSCAPE` ARCHITECT MELVIN R. EASTER MCAT[ IO,39B V ) I— CZ G LJL I..L Q ag W Z ' \ O H- / ? w Z U �w 0=Z� ow ao 50�� Q a. w N LL Z 0 ~ J ak-j ems€ o m Q 0 LU U (j) oo PROJECT # 0419 FILE NAME: 0419-L DRAWN BY: LP/MB PLANTING PLAN W0119181 HUD DRAWING #: 158 OF 217 07Vf 6 PLANyT� LIST �y G � •ice p�������- BOTA �O1a,-Llmr CI 43 AC�ER�CIRCINATUM 42 ACER PALMATUM 134 ACER RUBUM 'OCTOBER GLORY' 111 27 23 46 78 49 38 55 40 35 292 711 281 122 303 452 323 177 148 413 355 317 270 375 xa -7IS SHEET "70 op io BETULA JACQUEMONTII CARPINUS BETULUS 'FASTIGIATA' CORNUS KOUSA PINUS COMORTA PINUS NIGRA 0- �JY PRUNUS SERRULATA 'AMANOGAWA' QUERCUS RUBRA STEWARTIA PSEUDOCAMELLIA ��✓✓''o- THUJA OCCIDENTALIS 'BRANDON' 0 ZELKOVA SERRATA Com" %a 1Al�lLaN VINE MAPIF 6' MIN. HT. MULTI-TRUNKED JAPANESE MAPLE 1-1/2" CAL. FULL & BUSHY OCTOBER GLORY MAPLE 3" CAL. STANDARD JA,CQUEMON11 BIRCH 2" CAL. STANDARD PYRAMIDAL EUROPEAN HORNBEAM 1-1/2" CAL, STANDARD KOUSA DOGWOOD 1-1/2" CAL. STANDARD SHORE PINE 6' MIN. HT. FULL & BUSHY AUSTRIAN PINE 6' MIN. HT. FULL & BUSHY FLOWERING CHERRY 2" CAL. STANDARD NORTHERN RED OAK 2" CAL. STANDARD JAPANESE STEWARTIA 1-1/2" CAL. STANDARD AMERICAN ARBORVITAE 6' MIN. HT. FULL & BUSHY SAWLEAF ZELKOVA 2" CAL. STANDARD O ARBUTUS UNEDO STRAWBERRY TREE 3 GAL. MIN. FULL & BUSHY 'PLANT SHRUB 1/2' HIGHER THAN DEPTH GROWN AT NURSERY. 'FERTILIZE ALL PLANTS WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES 2' DEPTH BARK MULCH 4' WATERING BASIN SURROUNDING PLANT FINISH GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. LIGHTLY SCARIFY ROOTBALL OF CONTAINER -GROWN PLANTS. PRIOR TO BACKFlLLING PLANTING BACKFILL SCARIFY PLANTING PR WALLS EXISTING SUBGRADE SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKALL MIX OSHRUB PLANTING DETAIL SCALE: 1/2" = l'-O" ® NANDINA DOMESTICA 'GULFSTREAM' GULFSTREAM HEAVENLY BAMBOO 1 GAL FULL & BUSHY O OSMANTHUS DELAVAYI OSMANTHUS DELAVAYI 2 GAL. MIN. FULL & BUSHY 0 PIERIS JAPONICA LILY OF THE VALLEY SHRUB 5 GAL. FULL & BUSHY GROUNDCOVER PLANT. SEE PLANT LIST O PHILADELPHUS LEWISII LEWIS MOCKORANGE 5 GAL FULL & BUSHY 2" DEPTH BARK MULCH (5)PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 3 GAL. MIN. FULL & BUSHYLi ® RHODODENDRON 'BLUE DIAMOND' BLUE DIAMOND RHODODENDRON 2 GAL, MIN. FULL & BUSHY Lj Li TOPSOIL DEPTH AND TYPE AS SPECIFIED O RHODODENDRON 'DORA AMATEIS' DORA AMATEIS RHODODENDRON 24" B&B FULL & BUSHY _ - �-DUSTING SUBGRADE 0 RHODODENDRON 'LODERS WHITE' LODERS WHITE RHODODENDRON 24" B&B FULL & BUSHY O O O O ® SPIREA BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIREA 1 GAL FULL & BUSHY GROUNDCOVER PLANT SPACING AS ® SARCOCOCCA RUSCIFOLIA SWEET BOX 2 GAL. MIN. FULL & BUSHY + + INDICATED ON PLANT LIST (TYPICAL) ® VIBURNUM DAVIDif DAVID'S VIBURNUM 5 GAL FULL & BUSHY Q EDGE OF PLANTER "^ Or`J(�r VIBURNUM PLICATUM 'MARIESII' MARIE'S VIBURNUM 5 GAL FULL &BUSHY �l�—J\ ® VIBURNUM TINUS 'SPRING BOUQUET' LAURUSTINUS 5 GAL FULL & BUSHY + O CtpOp ANNUAL & PERENNIALS 4" POTS 0 12" O.C. ARCTOSTAPHULOS UVA-URSI IONNICKINNICK 4" POTS O 24" O.C. GAULTHERIA SHALLON SALAL 4" POTS 0 24" O.C. 0 0 0 0 R + + + ++ LONICERA PILEATA PRIVET HONEYSUCKLE 4" POTS O 24" O.C. VINCA MAJOR PERIWINKLE 4" POTS O 24" O.C. Lm HYROSEED 'EROSION CONTROL' MIX OGROUNDCOVER PLANTING DETAIL SCALE: 1/2" = l'-O" USE THREE GUY WIRES PER TREE EVENLY SPACED AROUND BASE OF TREE. FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPUED AT MANUFACTURER'S SUGGESTED RATES PLANT TREE 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. SAFETY FLAGGING ON GUY GUYING APPARATUS: 1/2" NEW VINYL TUBING 14 GAUGE GALV. WIRE WIRES AS SHOWN. 2' DEPTH BARK MULCH PLANTING BACKFILL MIX 4' WATERING BASIN SURROUNDING TREE 2X2 DOUGIAS FIR STAKE DRIVE INTO UNDISTURBED SUBGRADE FINISH GRADE •"v:•:•:•:,. Ica . ne7Cf=ll�e_- .._71=1 SUBGRADE - a nmw i BALL DIAMFER OCONIFER TREE PLANTING DETAIL SCALE: 1/2' - 1'-0' 2 TREE STAKES TO BE VERTICAL, PARALLEL, EVEN -TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE FERTILIZE ALL TREES WITH APPROVED STARTER FERTUZER APPLIED AT MANUFACTURER'S SUGGESTED RATES PLANT TREE 2" HIGHER THAN ADJACENT GRADE RUBBER TREE TIES B FOOT, 2X2 WOOD TREE STAKES, 2 PER TREE 2' DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING TREE FINISH GRADE 18" DEEP ROOT BARRIER 1500-458-7668. WHERE TREE IS WITHIN 5' OF PAVEMENT PULL BURLAP OFF TOP 1/3 OF ROOTBALL PLANTING BACKFLL MIX EXISTING SUBGRADE SCARIFY PLANTING PIT WALLS SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX BALL - 9 TREE PLANTING DETAIL SCALE: 1/2" - l'-O" TREE STAKES TO BE VERTICAL, PARALLEL, EVEN -TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES PLANT TREE 2' HIGHER THAN ADJACENT GRADE -8 FOOT, 2X2 WOOD TREE STAKES, 2 PER TREE -TREE TRUNK PROTECTOR 'ARBOR-GARD' BY DEEP ROOT 1-aO0-458-7668 -SODDED OR SEEDED TURF . FINISH GRADE 18' DEEP ROOT BARRIER 1800-458-7668. WHERE TREE IS WITHIN 5' OF PAVEMENT PULL BURLAP OFF TOP 1/3 OF ROOTBALL PLANTING BACKFILL MIX EXISTING SUBGRADE SCARIFY PLANTING PIT WALLS MIX OTREE PLANTING IN TURF DETAIL SCALE: 1/2" - l'-O' PROJECT REF. FACO1-0016 THIS PLAN SHEET AIEFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIRMENTS. Date J ISSUE DATES ATE DESCRIPTION 6-15-04 HUD SUBMITTAL 8-12-04 BP SUBMITTAL 8.2BM HUD RESPONSE 8-31-04 HUD SUBMITTAL #1 11-16-04 VE REVISION 12$M VE REVt" SHEET INFORMATION 1, ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. 2. ALL PUNT MATERIAL SIZES AND QUAM TO CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN. AMERICAN STANDARD FOR NURSERY STOCK, 19M. 3. PLANT LOCATIONS ON THE PLANS ARE DAGRAAOMATIO AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE LANDSCAPE CONTRACTOR. 4. ALL PLANT MATERIAL SWILL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR,THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE. INSECTS, SCARS. BRUISES, BREAKS, SEED AND WEED ROOTS. 5. LANDSCAPE CONTRACTOR SMALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IAIPLEMENTATKON. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. S. LANDSCAPE CONTRACTOR SMALL TAKE NECESSARY PRECAUTIONS TO PROTECT DUSTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. 7. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNER AND / OR LANDSCAPE ARCHITECT. 8. ALL PLANTING BEDS TO RECEIVE MIL. 2" DEPTH, FINE BARK MUCH. 9. ALL AREAS TO BE PLANTED SHALL RECEIVE 12' DEPTH OF 3-WAY SOIL MIX. 10. FERTILIZE ALL PLANT MATERIAL AND SOD (OR SFD) AT TBIE OF INSTAlATION WITH APPROVED STARER FERrUZERS APPLIED AT MANUFACTURER'S SUGGESTED RATES. 11. ALL PLANTING AREAS SHALL BE IRRKATED WITH A FULLY AUTOMATED IRRIGATION SYSTEM. 12. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACMAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. 13. ALL LANDSCAPE AREAS ARE TO BE MANRNIW BY A LICENSED ENSED PROFESSIONAL LANDSCAPE MAINTENANCE COMPANY. 14. ALL PLANT MATERIALS ARE GUARANTEED AS PER SPECIFICATIONS. 15. TREES SHALL BE STAKED AS SHOWN IN DETAILS THIS SHEET. Llltr Johnson Braund DESIGN GROUP, INC. Anhhoetim Lodaoepe Asa bwhve Pi 18 15200 52nd Avenue Saint Sulte 200 SeMBe, WA 98168 Ptane 2OC766AOW Fax 206.766AM W W'W.PKIVM Greg L ANwine,AIA Melvin R. Easter, ASLA STATE OF VASHINGTON REGISTERED LANDSCAPE ARCHITECT MELVIN R. EASTER CERTIFICATE 1a398 U/ 1� V / M 1 N O H ci zF LU L U = a Wz i m ir Fkw $ ; W m go PROJECT # 0419 FILE NAME: 0419-L DRAWN BY: LP/MB PLANTING DETAILS & SCHEDULE Ll 09 HUD DRAWING *.159 OF 217 07 Dl 9y