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HomeMy WebLinkAbout04D1748co ABBREVIATIONS LEGEND GENERAL NOTES: 2�' 22TH ST Imo_ y ALTERNATE ALT. DESCRIPTION PROPOSED EXISTING 1. FOLLOW ALL FEDERAL, STATE AND LOCAL SAFETY ORDINANCES DURING CONSTRUCTION. TAKE AUBURN AMERICAN NATIONAL STANDARD INSTITUTE ANSI SPECIAL CARE DURING TRENCHING OPERATIONS. SHEETING, SHORING, BRACING, ETC, IS TO BE MUNICIPAL KI i i z i/ i i- AIRPORT AMERICAN PUBLIC WORKS ASSOCIATION APWA BUILDING INSTALLED AS REQUIRED TO PROTECT WORKERS. 21 TH ST AMERICAN SOCIETY FOR TESTING AND MATERIAL ASTM STORM SEWER - - - Z NE "" "'W"' ""'"" �" ' 2. COORDINATE WITH AFFECTED UTILITY PROVIDERS FOR SCHEDULES, NOTIFICATION REQUIREMENTS, BEGINNING OF CURVE RADIUS BCR SAN(fARY SEWER ---^�-S--�--- SAN ETC. FOR WORK UNDER OR ADJACENT TO THEIR FACILITIES PRIOR TO CONSTRUCTION. z ¢ 18TH ST NE Z BOTTOM LOT, 3. THE SURVEY SHOWING THE BOUNDARY, EXISTING SITE TOPOGRAPHY, EXISTING UTILITIES AND BUILDING BLDG. WATER W W EXISTING SITE FEATURES IS BASED ON A SURVEY PREPARED BY DAVID R. DOWNING AND w 00 GAS LINE------G-�-^-� ASSOCIATES, INC. REGISTERED PROFESSIONAL ENGINEERS AND LAND SURVEYORS. Z r CATCH BASIN CB G _ CENTERLINE CL ELECTRIC LINE---"---�--- E----" -- E 4. DURING CONSTRUCTION ALL ADJACENT PROPERTIES AND RIGHT-OF-WAYS ARE TO BE KEPT CLEAN 17TH ST NE � 00 CLEAN OUT CO OF ALL MATERIAL RESULTING FROM SITE CONSTRUCTION. m `04 " TELEPHONE LINE •-- �--�"T "------•- T 15TH ST 16TH ST NE ,,� ' CLEARANCE CLR 5. LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND Q Z N CONCRETE CONC MANHOLE Q HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE 15TH ST N E NE SITE v Uj N U- CONSTRUCTION CONSTR CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE � a CITY WATER CW CATCH BASIN a D 0 COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH 14TH ST NE z w u=i °' CORRUGATED METAL PIPE CMP MAY OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL AUBURN ui FIRE HYDRANT 1� UNDERGROUND UTILITIES. NORTH 2 U N 8 c1 DEEP DP 6. PROTECT EXISTING UTILITIES AND APPURTENANCES. THE CONTRACTOR SHALL FIELD VERIFY THE SHOPPING Z w z 04 DEPARTMENT DEPT. GATE VALVE do BOX LOCATION OF UTILITIES AND REPORT ANY DISCREPANCIES WITH THESE PLANS TO THE OWNER OR CENTER 12TH ST NE p .. a �* DIAMETER DIA VALVE Gv ITS REPRESENTATIVE. L�J � h 304 DRAWING DWG. ® 7. ALL COORDINATES AND/OR DIMENSIONS SHOWN ON THESE DRAWINGS ARE TO BACK OF CURB, �� O � w w DUCTILE IRON DI WATER METER OUTSIDE FACE OF BUILDING FOUNDATIONS, EDGE OF PAVEMENT OR CENTER OF STRUCTURE OR LF z cQ, SIGN UNLESS NOTED OTHERWISE. EAST E POWER POLE a cv ELEVATION ELEV LIGHT POLE ()"�-'(.) *-O OO $ GROUNCD DISTURBANCE ISTING TREES ORTSTORA EREMAIN OFWITH MATERIAL SHALLTEMPORARY OCCUROCCUR WITHINPLACED THE DRIP LINELINE. LIMITSo l OTH ST NE EQUAL EO �O ETCETERA ETC. CURB & GUTTER 9. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING TO ACCOMPLISH ALL WORK INDICATED ON EXISTING EXIST. X-X-X--X-X-- PLANS AND TO PERFORM REQUIRED COMPACTION OPERATIONS. TH ST N EXP. FENCE EXPANSION 10. ALL SITE WORK MUST COMPLY WITH THE UNIFORM BUILDING CODE AND CITY OF AUBURN S SCOOTIE 857.45 SPOT ELEVATION +857.45 MUNICIPAL REQUIREMENTS. BROWN FINISH FLOOR ELEVATION FF p PARK FIRE HYDRANT FH 857.um ..w,,,,oO �_. ---857 11. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, PERMIT FEES, LICENSES, AND LICENSE FEES. z V FOOT FT. (�) CONTOUR LINE ��' �� FEDERAL STANDARD COLOR FSC 12. NO EQUIPMENT OR MATERIAL. STORAGE IS PERMITTED IN THE R.O.W. 4' _ G TREES 0 Ab I `�Lf' 13. CONTRACTOR'S MANNER AND METHOD OF INGRESS AND EGRESS IINHOR VEHICULAR RESPECT TO THE PROJECT NO SCALE VICINITY MAP: GAS AREA SHALL IN NO WAY PROHIBIT OR DISTURB NOR SB 10 THE VICINITY AND IS SUBJECT TO REGULATION AND WRITTEN APPROVAL OF APPROPRIATE HANDICAP PARKING STALL H/C SOIL BORING GOVERNING AGENCIES. INCH(ES) IN. (") 14. NO DIMENSION MAY BE SCALED. REFER UNCLEAR ITEMS TO THE ENGINEER FOR INTERPRETATION. INLET IN EASEMENT LINE 15. CONTRACTOR IS RESPONSIBLE FOR EARTHWORK QUANTITIES INCLUDING TOPSOIL. CONTRACTOR �I- INVERT ELEVA11ON IE WILL NOT RECEIVE ANY ADDITIONAL COMPENSATION BECAUSE OF LACK OF KNOWLEDGE ON SOIL 0) INDUSTRIAL WATER IW SWALE QUANTITIES. U0 LDSCP 16. A COPY OF THE SITE GEOTECHNICAL REPORT IS PROVIDED WITHIN THE PROJECT SPECIFICATIONS. �` LANDSCAPING REMOVALS MANHOLE Lli MAXIMUM MAX. SILT FENCE Z '/b MEASURED DATA (M) Q 15TH STREET NE 0 klu MONUMENT MONZ . ,. b 0 NORTH N oC t-.- 0 V NOT TO SCALE NTS :3-Z D O NUMBER NO. Go- a t ® 4A PAVEMENT PVMT. PA CIVIL DRAWING INDEX: -�� �� � PLANTED AREA GENERAL NOTES: �7E � lcm POLYVINYL CHILORlDE PVC CITY O F AUBURN G E N E R �,,.. + t (/� > Cl CIVIL COVER SHEET IMF R ,p � ;m < Z C2 DEMOLITION PLAN + t RADIUS R. C3 SOIL EROSION CONTROL PLAN 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE �� �, ��a a «� � � � REINFORCEMENT REINF. C4 GRADING PLAN IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL `� \ � � , RE 'D REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. REQUIRED Q C5 SITE PLAN �' 99 ROOF DOWNSPOUT DRAIN RD C6 STORM PLAN OHM 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE *WASHINGTON STATE DEPARTMENT OF p aR �� f J th C7 UTILITY PLAN TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL r a Q :D SAW CUT CONTROL JOINT S1 CONSTRUCTION" (2000/LATEST EDITION) EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE A + v-"• SANITARY SEWER SS LANDSCAPE DRAWING INDEX: CITY'S CONSTRUCTION STANDARDS. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT \ SCHEDULE SCH. THE JOB SITE DURING CONSTRUCTION. SECTION SEC. L1 LANDSCAPE PLAN ;;r 14TH, REVISION 3. APRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. " SHEET SHT. LL2 LANDSCAPE 3 IRRIGATION PLANS AND NOTES CONTACT PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. SITE ADDRESS: x: / 1 SEPA 10/04/C2 SIMILAR SIM. L4 IRRIGATION DETAILS AND NOTES SPACE SP. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED 1400 HARVEY ROAD 2 CIVIL REV.-11/25/02 SPECIFICATIONS SPECS. THAT OVERHEAD LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S 3 CIVIL REV.-01/3 STANDARD STD. ELECTRICAL DRAWING INDEX: 1/03 RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND STANDARD DIMENSION RATIO SDR UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, 4 CITY REVS 1/03 LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES AND UTILITIES, STORM DRAIN SD E1 SITE ELECTRICAL PLAN GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR �\ �, 5 ISLAND-6/20/03 E2 SITE PHOTOMETRICS PLAN TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR $ TOP OF CURB TC UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TTELEVISION). 7 TEMPORARY TEMP. TOP OF T/PRIOR TO THE TOP OF PAVEMENT TP LEGAL DESCRIPTION: 5 MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY 0 SCHEDULE FOR THE CITY BELIEVES Z SITE PLAN TYPICAL TYP. THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY 9 �> LOTS 2 THROUGH 6, AND LOTS 8 THROUGH 11, BLOCK 2 OF FLOOD'S FIRST ADDITION, AS PER BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. SCALE: 1 = 100' 10 UNIFORM BUILDING CODE U.B.C. PLAT RECORDED IN VOLUME 45 OF PLATS, PAGE 63, RECORDS OF KING COUNTY, WASHINGTON; 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. UNLESS NOTED OTHERWISE U.N.O. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND EXCEPT THE WESTERLY 5. FEET OF SAID LOTS 8 & 9, AS DEEDED TO THE CITY OF AUBURN STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND CONTACTS: WATER W UNDER RECORDING N0. 7803i60852 SAID COUNTY AND STATE; THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY WITH W/ EXCEPT THAT PORTION OF SAID LOT 6, LYING WEST OF THE FOLLOWING DESCRIBED LINE: SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. OWNER/DEVELOPER: ARCHITECT: RAINEER COMMERCIAL DEVELOPMENT SSOE, INC. 0 , COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 6; THENCE ALONG THE NORTH LINE 7• ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER P.O. BOX 30005 22121 17TH AVE. SE w W THEREOF SOUTH 89'20'54" WEST A DISTANCE OF 34.00 FEET TO THE POINT OF BEGINNING; THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED SEATTLE, WA 98103 SUITE 225 a r, THENCE SOUTH 01'20' 18" EAST A DISTANCE OF 144.38 FEET TO THE SOUTH LINE OF SAID LOT 6 PROFESSIONAL CIVIL ENGINEER. (206) 706-8300 BOTHELL, WA 98021 � o AND THE POINT OF ENDING; 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S CONTACT: PAT MORRIS TIM MORRiS (425) 827-2950 SITUATED IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. "RECORD CONSTRUCTION DOCUMENT" HANDOUT. / C9 Z ENGINEER: SURVEYOR: Z SSOE, INC. DAVID R. DOWNING AND ASSOCIATES g 22121 17TH AVE. SE 4229 76TH STREET NE 0-1 LOT NUMBERS ON DEVELOPMENT: SUITE 225 SUITE 202 W BOTHELL, WA 98021 MARYSVILLE, WA 98270 t 3 7_ (360) 653-5385 v � 257840-0040, 257840-0045, 257840-0050, 257840-0070, 257840-0081 (425) 82 2950 CONTACT: CHRISTOPHER O'CONNOR, P.E. CONTACT: DAVID DOWNING N a CONTACT: THOMAS THOMPSON, AIA RECORD DRAWING CERTIFICA'-ION 31z4los 6Y0 DRO ir; cHK'o eY: PROJECT REF; FAC 02-0031 CDP THESE DRAWINGS CONFORM TO THE BENCH MARKS: CONTRACTOR'S CONSTRUCTION RECORDS, THESE PLANS ARE APPROVED FOR CONFORMANCE DATE: scALE: BY: - WITH THE CITY OF AUBURN'S ENGINEERING 11; DISC IN ROADWAY AT INTERSECTION OF 15TH STREET NE AND I STREET. DATE; � O �30 D DIVISION REQUIREMENTS. NAVD 88, FROM THE CITY OF AUBURN, BENCHMARK NUMBER 16-G. PROJECT TITLE/POSITION: � N (,� I �c-� � APPROVED BY: ���,��,,,�,,,.. _��� 02509510 ELEV = 68.51 CONFIRMED BY CITY: DATE: DATE APPROVED: 3 - Zq • 0.3 Vb( V of L 1 r c RIM 6871' 5E /E 55.79' 12" CMQUE NOT ABLE TO SEE AviTHERLY- SSMH RIM 69.49'© MP OUM" OF 12" CaYMETE WE 65.69' 0 Z STORM DRAIN MAN HOIr RW 6844' N /E 65.83' 8" CONCRETE SE lE 65°80' 8" COYCRETE �r NW /E 65.66' 6" COWCREIE 7r SW C 6566' 6' CONCRETE E /E 65.70' 8" CONCRETE Z oC M3 W �g •a, __._ r - . _ _.- - RN 6857' -- - ^,m .,ir mart nor S E 6590' 8' CONCRETE SSMH SAN c8 RIM 68.48' RIM 68.12' CENTER UW OF CHANNEL E 6570' N E65 52' 8" CAVMV 1 3 iE 66.10' 6' PIAS17C 154 am r wwiof ASPH. 257840-0065 I M 69.31' O I£ 65, 96' 8" CAM RIM 68.41' SOO uK aAWs MAW t d w, TO SET- NESTERL \ a 1W V (tee • •. �£ 66.98' 6" PLASTIC AWN n 3 , • , • SEMI �16�'"PLISAG� •• � Qo E66.3Z " PLAS17C %� �0®� W119667.27 2" AM n r ASPH, 5 5 1 70.19, R!M s9 97' R s) C8 W /6' ' 12" SE I£ 6d 04' 12" CRETE RIM 69.19' X • 16'i J " 9NCRETE � S1ARM DRAW MH � Q N I£ 66.33' '; .. , � , S I£ 66.54' w RIM 69 92 pE W E 68 02' 12" CANC. DE� 257840-0060 N89' " 2 40.7 co RIM NA MAN HALE �� 6863' N/E66.1r8- 1' 6" PLASDC 'PC 1004 SAN 15TH STREET NE N89'20'54 "E 257840-0050 73.71' 257840-0045 •7l N iWJ4 257840- 2w SE E 6695, 8' - SAN f� co �./ NM 6844' ME t l I BE CH (MARK - 68.51' NA , FROM 7HE CITY OF U URN, BENCH MARK NU BER 16-C 257840-0035 H -A CONSTRUCT NEW SANITARY SEWER MANHOLE AT PROPERTY LINE. RE: C7 FOR MORE s INFORMATION. z : 0 ... 2 FM TAM' d O ;2**� mC/)CZ m � � N O 611 r ' ` 257840 0090 ' :..' tl c pG .i 4• C8 BE RN 67.94' fib SEE 6506' 8' CONCiElE U � ul ZM 6866' L4,11 14TH STREET NE E fAtR�-8-PLASH SAN °a• /• +f. \\A A' i. 9 z • 9 w*-iew �■ SSW - RW 6&61' E E 62.0 W E 62.44' N E 6264' IRW W..60' •N IE 64.14' rIE 64.02' E 6384' RW 6661' N E M39' 6' COCRETE N lE 6559' 8' CANCRUE NW E 66.49' 6' CONCROr 0 l£ 64.39' 8' CANCRUE SW E 66 60, 6' COMvok-W S E 6514' 10' CANOMW IElf 6f 51' 6' PLASTIC I I I DEMOLITION NOTES: 1. SOIL EROSION AND SILTATION CONTROL MEASURES MUST BE IN PLACE PRIOR TO STARTING REMOVALS AND DEMOLITIONS, THESE CONTROL MEASURES SHALL CONFORM IN ALL RESPECTS TO GOVERNING AGENCY REQUIREMENTS, REFER TO SHEET C6 FOR SOIL EROSION CONTROL MEASURES. 2. PERFORM CLEARING, GRUBBING, STUMP REMOVAL, TOPSOIL REMOVAL AND STOCKPILING IN ACCORDANCE WITH THE PROJECT DOCUMENTS. 3. THE INTENT OF DEMOLITION IS TO REMOVE ALL CONSTRUCTED FEATURES WITHIN THE PARCEL(S). MAJOR AND MINOR FEATURES ARE SHOWN ON THE PLANS. NO ATTEMPT IS MADE TO STIPULATE EVERY REQUIRED ITEM OF REMOVAL AND DEMOLITION EITHER ON DRAWINGS OR IN SPECIFICATIONS, THE CONTRACTOR MUST VISIT THE SITE AND STUDY EXISTING PHYSICAL CONDITIONS, REVIEW DRAWINGS, AND REACH THEIR OWN CONCLUSIONS ON WORK NECESSARY TO ACCOMPLISH INTENDED RESULTS DESCRIBED BY THE PROJECT DOCUMENTS. 4. COMPLETELY RESTORE ALL DISTURBED AREAS TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION AND TO THE SATISFACTION OF THE OWNER AND MUNICIPALITY. ALL COSTS FOR CLEAN-UP, RESTORATION WORK AND OTHER IMMEDIATE OPERATIONS SUCH AS, BUT NOT LIMITED TO, CONSTRUCTION SIGNAGE, STREET SWEEPING, AND MAINTAINING EXISTING UTILITIES SHALL BE THE CONTRACTORS RESPONSIBILITY, PERFORM RESTORATION WORK WITHIN 5 DAYS AFTER COMPLETION OF FINAL GRADING. 5. CONTRACTOR TO PROVIDE NECESSARY SIGNAGE, BARRICADES AND OTHER DEVICES FOR PROTECTION OF THE PUBLIC AND CONSTRUCTION WORKERS PRIOR TO PERFORMING ANY WORK. TRAFFIC CONTROL TO CONFORM TO MUTCD. 6. VERIFY THAT ALL UTILITY SERVICES ARE INACTIVE BEFORE PERFORMING DEMOLITION. 7. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 72 HOURS PRIOR TO ANY EXCAVATION. 8. DEWATER EXCAVATIONS AS REQUIRED TO ACCOMPLISH ALL WORK INDICATED ON PLANS AND TO PERFORM REQUIRED COMPACTION OPERATIONS. 9. BACKFILL PIPE REMOVAL TRENCHES AND DITCHES UNDER PAVED OR BUILDING AREAS WITH GRANULAR BACKFILL, IN 8" LAYERS, AND COMPACTED TO NOT LESS THAN 95% OF ITS MAXIMUM DENSITY IN ACCORDANCE WITH THE MODIFIED PROCTOR (ASTM D1557). 10, DISPOSE OF ALL DEBRIS LEGALLY OFF SITE. 11. SURVEY INFORMATION SHOWS NO EXISTING SEPTIC TANKS OR DRAINFIELDS EXIST ON THE SITE. IF EXISTING SEPTIC TANKS OR DRAINFIELDS ARE FOUND, THE CONTRACTOR SHALL PROVIDE THE UNIT COSTS FOR REMOVAL OF SEPTIC TANKS AND LINEAR FEET OF DRAINFIELDS WITH DEMOLITION BIDS. 12. WHERE PROPOSED PAVEMENT AND SIDEWALK JOINS EXISTING PAVEMENT AND SIDEWALK, SAWCUT EXISTING PAVEMENT FULL DEPTH TO PROVIDE A SMOOTH JOINT. 13. ALL EXISTING ONSITE STORM SEWER PIPE SHALL BE REMOVED. IF STORM SEWER PIPE CROSSES THE PROPOSED PROPERTY LINE, IT SHALL BE CAPPED WITH A BULKHEAD. 14. CONTACT PUGET SOUND CLEAN AIR FOR APPROPRIATE PERMITS KEYED NOTES: 1�. PROTECT EXISTING CATCH BASIN/MANHOLE/VAULT/CLEAN OUT/VALVE/STRUCTURE. 2�. REMOVE EXISTING CATCH BASIN/MANHOLE/CLEAN OUT, i 3O. REMOVE PAVEMENT FULL DEPTH, I DEMOLISH AND REMOVE EXISTING BUILDING, FOUNDATIONS, RETAINING WALLS, CANOPIES, CONCRETE WALKS AND STOOPS. COORDINATE DISCONNECTION OF ALL UTILITIES WITH THE I APPROPRIATE UTILITY COMPANY. SAWCUT PAVEMENT FULL DEPTH AT PROPERTY LINE. I © REMOVE EXISTING STORM/SANITARY SEWER PIPE. RE: DEMOLITION NOTE #9. I STOW DRAIN MAN HUGE 7� REMOVE EXISTING SIGN, POLE AND BASE. RIM 68.21' N E 64.69, too CAMGWETE E 64.61' 10" CONOiM ® EXISTING WATER METER TO BE RETIRED AS REQUIRED BY THE CITY OF AUBURN STANDARDS IE N£ lE 65.64' 6' Apvomv S lE $5.59, 6" CANAQ£w O REMOVE EXISTING CONCRETE CURBING. MWE612l'8"CANVAM -NW E a15' 8" COCREW 10 REMOVE EXISTING WATER SERVICE AND TERMINATE WITH PLUG PER CITY OF AUBURN 11. STANDARDS. RELOCATE EXISTING TELEPHONE VAULT, BOX AND LINE. COORDINATE WITH UTILITY COMPANY. 12 REMOVE EXISTING CONCRETE SIDEWALK, FULL DEPTH, TO NEAREST JOINT. 13. REMOVE AND REPLACE EXISTING CONCRETE RAMP PER CITY OF AUBURN STANDARDS. 14. SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT AND CURB AS REQUIRED TO INSTALL PROPOSED STORM SEWER. 15 REMOVE EXISTING 8" STORM POPE AND REPLACE PER SHEET C6. t. (� Lap VTIL.1Ty aT B04CK oP W AA K ! 7 RaM%oV is Z11 WATER- V ACI VC A• w0 P LO6 REMOVAL LEGEND: ■� ASPHALT PAVEMENT REMOVAL CONCRETE PAVEMENT REMOVAL �.� GRAVEL REMOVAL KXXXXI BUILDING REMOVAL ITEM OR OBJECT REMOVAL 8 1 ST&ltM D RA, N G A V F> eD a6* i g l') %%Deg 0M 1K 1 t4 P I- aC O 0' 20' 40' 60' SCALE: 1" = 20' THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING 1-800-424-5555 A MINIMUM OF 48 HOURS TO ANY EXCAVATION. RECORD DRAWING CERTIFICATION blur I o3 PROJECT REF: FAC 02-0031 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING BY: ;,. DATE: O/Apla DIVISION REQUIREMENTS, TITLE/POSITION: Em6i uagIz APPROVED BY: CONFIRMED BY CITY: DATE: DATE APPROVED: N 00 rl N 00 Lo N Lo v N Q N W 5000)\ N o U Z W0N Z ui CNO W V) �3� '0W LJL WW U NH0 Q Nmd d- W a Z ( 0 o Z a cr Z o 0 wQ W m Z O � o,-- lom Q "t � W r Q REVISIONS 1 SEPA 10/04/02 2 CIVIL REV.-11/25/02 3 CIVIL REV.-01/31/03 4 CITY REV.-02/21/03 5 ISLAND-03/20/03 6 ZJh ui A a cl W ZG Q c� z z a�Q WON J3 U�� [-6RW N BY: CHK D BY: CJB - t1M1TE:I !ONCE: 19-10-02 P W ECT 02W9510 C2of7 oy o 17 yao CITY GRADING AND EROSION CONTROL NOTES: j 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL } FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. t� 6} 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. a9.25 ,V 7 1 3, THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION �8.58 14 -�-_ __ ___ __ __ __ ____.. CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM Ct1 048,59 REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION RIM 66.71, � _ a �- ---- -- - - - - -- - C9 r i$ 8,43 6849 CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. SE" IE 6a,l9' 12, colvCRE"f- L�.B�s RIM 68,6 t CURB CUT NOT ABLE• TO SEE NOR TRERLY _ �,7� r S If 66,,51' 8" Cs� �r cu�� cur o g5 D� a7 zi C13 "" THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THESE CONTROL CUT wv 68,45 ^ 6b.S0 P$ 8.53 PVC TO EXISTING C�.'B�ROUT � I� � ��` 8" CU/VCRErE' SSMH SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. S,SMH OPENING WHEN PIPE REMOVED. RIM 64.14 RIM 69.49'1�1 6•�"sr �69, i�63 RJhf 68111' xsa,7� _ �as.4t3 _ - -- 5AN "�� "�-4t�- SAN x6g.52 �s$.92 x6g�f�E 64.14' 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND 148,621 S IE 65.9Q' 8' CONCRETE - - -- S AN -- -- �F �n 1E S4.84 ��°Si THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL T01' OUTSIDE 12 CONCRETE 5Ir'� ��.��' e.94 IM x(58.97 15TH S`fiREET NE �fr9,23 �9.2s �69,D� rw IE 6�84' ��3.6] STCtR1�$!I MA HOLE REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL FOR THEIR I RIM 68, LINE O g RIM 6& 44 6 �� 9.0c' RIM 68.1 xbe,29 CENTER LINE OF CHANNEL PE 65.70' RiM 6 �fM 68.63' `" 3OLF - 8' PVC lP NE IE AS lP REMOVAL HAS BEEN RECEIVED FROM THE CITY. _. p N IE 6 52' 3" C(7NCR£rE N IE 66,17" Ti" CONCRErE 66,84 68.91 68.95 bi3.97 68.97 ce 6`3 41 --'` IE 66 I(J' 6° PLASTIC ; ; ••' ' ' S = " ° ' :. +<. .42 5, THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST r +.,. a =-'3 g ;.,.• t .� ar 0 RIM £8.ft1' STORM DRAIN MAN HOLE - 69,0D V.f a .<• ..: :-.A . . !t. • . . . RIM 6844' - , �$,� a. ]o : • .a a N IE 66.39 6 CON£RETE EMISSIONS AS A RESULT OF DAILY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO N IE 65.83' b" CONCRETE 69,23 pc •I ' 0 ^ 8 A 8,49 N /E 6,5 59' 8" CONCRETE" SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A Q SC !E 65,80 8 CCNCREJE 69,16 9,73 _ � 8.95 x69.E9 NW IE 6.� &6' 6" C?�NCRE� ...,•• ,�.�x .6 S 68. 0 _ '• .: NW IE 66.49' 6* CQNCR�rT' RESULT OF PROJECT CONSTRUCTION ACTIVITY. r'b9r53 -•-68 8z W IE 64,39' 8 CONCRETE r SW It- 65 66° 6" Ct +CFf 7E a �, 59 ' S •; +• •..: ; , SW IE 66,6D' 6' CONCRETE 6, ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND L ! 65.7p 8 COI�lCRE7E + "' �, AgpH 8.50 S 7T vIP POND , ---. 69.09 x xs9.00 CB ; 69,24 E IE 65.54' 6' *CASH ETE SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE VALVES / OUTLET A . +4W f--67,30-' -69,90 5 �' EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING Z 69., �CE1 •� e2 88" RIM 0 TOP OF BAN 68.50,''k�? SCHEDULE: �� J 68.50 ti 7 IM rs9.1 �� �, cs �' „ IE'��6. -- /P •. IE 65,96 8' E RIM 68,41' g` xcaw�,���rseuuwcs.o',� '-'"` .., '°. NABLEco SE WE:�r�"Rt � ;4r.�n+ � r,•e �crruFsr cue ..._ -"�- ' ' •, . ' `. w , , �•.' ; • .. FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE 1 JE 66,98' 6" PLr1SriC x69.78 / " �� • ` '3 '.'4 ' : ';'a ~.' ' • � , : ` •':`.' • � q�••, . SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE X 69.04 STABILIZED WITHIN TEN DAYS. 17 Q 1 1 I lP "68.9 �,91 �� 68.19 FROM OCTOBER 1 TO MARCH 31 EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN ' •' 6 116� 5 f"LASM� �'.a� {)�� � 1 O �� � ER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA ,96 • CB 8.77 B $ , STAGES IN ORDER GRIM 69w* �59. si V* r 9' f 69.37 ,� .98 "' q GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR 9'81 SSE 1E 6Ty1"'7' y CCt+�/�Yp�}-%t7 _ AW PH 4i • ti rl MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT �. N� IE 6d,G�J 1.0 " Li,l:v��{� � � • 69.36 R--_�F„- WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED r,,7791 70•10 wettx "� ' ' Z IMMEDIATELY.68.50 a 0 M RIM 69,97 69,18 5.7 . 7f119' `, {E 68, 04' 12' CONCRETE 06 ---.-� /P 69,;3# �rr,� r2 NW E 68.16' 12' CONCRETE GENERAL NOTES: R11M E9,19' �. ai N IE 66,33' 69.39 - 5T M DR N MN 68,35 S IE 66'�'-`--• �..,,'"~ �'' •� • � ',�L. 6& fit 12" C J�C FF 70.00 69,92, 1. REFER TO "CITY OF AUBURN CONSTRUCTION STANDARDS' (APRIL 2002) FOR ALL EROSION 0.07 69,48 �. S CONTROL DETAILS. a . 9 x6 .63xb9,g0 6 tINOE W � � `� j 2. IF REQUESTED BY THE CITY, A WASH PAD MAY BE REQUIRED AT THE CONSTRUCTION ENTRANCE. 69,A 9,42 FU£f ra�r 4m 4 �, ,15 'b'47 a% CB��'? o ; 1 3. CLEARING SHALL BE LIMITED TO WITHIN THE PROPERTY LINES SHOWN ON PLANS. 'c039 72,z 69.57 9,77', AS ':Lr X6 ,58 69.86 a(`- 69.51 x73,i - 9.3 /P 37 *. >16 60 ., L • S 6 i �9. TO X£r9.89 _� �- �� • t - r{p 9IE� STRPr�JUREs i4VA77 AN flsS AREA V? {✓5 f4 00 Xro v2 x7 X,69,82 xg q W 6r9. 69,35 69,60 c ' ; 69.45 * q CL !` x70,i5 x 9.~3i •� -••-i CB ` rrwz� / 70.]9 x RiMP£r9. T5 �, CN 68,7�4 N I ' i97.25' $ Ccwc7eETE . 46 +_ 9.79 1 .97 � C Q R `r± a H '•7 x' ]`b'«�' .'' �' � b8. 3 PH. �! ti" "� '"`i x70 6 f X 7 x�7Doz� 696 `0. �:g 1 CONSTRUCTION SCHEDULE. �° • - /P s H. 1. INSTALL EROSION CONTROL MEASURES y, \� 0.64 ,� ,' d . 0.46 X69,45 '9,6 � i ta.3 70.49 2. BEGIN CLEARING AND DEMOLITION, MASS GRADING 8 9.92 70,65 x x'3g 3. INSTALL STORM, SANITARY AND ALL OTHER UTILITY SYSTEMS 0.07 ' • `yu• o f 9.70 1 4. INSTALL ADDITIONAL EROSION CONTROL MEASURES: a /P S " MF 70.14 ss07 A. INLET PROTECTION 7t),23 ti 12 `. ',. B .' 28 `e a s34 • CHAMBER < 5. ACTIVATE UNDERGROUND DRAINAGE SYSTEM 0.49 VAIRT I 9.64 70,06 , �� $ { 6. FINISH SITE GRADING SIT ,• 0:A7I MH//10E�, 7. CONSTRUCT CURBS a.02 ' 69. M 134 xa asab 12 Cp����G STORM DRAIN MAN HOLE d•: �• RIM 68,21 8. INSTALL STONE BASE SSW IE 68 ' &" 0 ' < • N IE 64.69' 10` CONCRETE IA ,� �J M E IE 64,61' Irk" CONCRETE 0.37 MH 15 7o.s3 j +x 9. SEED SOD STABILIZE PERVIOUS AREAS V s 1 NE IE 65.64' 6 CONCR TE / ' 0.'50 � �` . r'' � �' f 7 S IE 65.59' 6 CONCRETE 4 x7 "6q•92 ! 7 3 �'7'89 67,84NW IE 65.21' 8' CONCREtz 10. REMOVE INLET PROTECTION . 17 -70101E� " 9.a0 NW IE 6 15' 8" CorJCI�E]f 70.iD 14 41.*. 11. PAVE SITE AW 6794' •$: l 65 12. CLEAN UP SITE AND RESEED ALL BARE SPOTS 0 i H JE 65.06 8. CtXVCFtE7E `� 67.91 13. HAVE SITE INSPECTED BY GOVERNING AGENCY 0.14 : A • <, �8 � 14. REMOVE SILT FENCE AND OTHER TEMPORARY EROSION LIS - 0.11 � RIM 70..1r SSMN 7D.26 7101 43 CB /P 68,73x u TEMPORARY SILTATION POND NOTES: OUTLET A - INSTALLED PER CITY OF AUBURN DETAIL "STORM-04" - DESIGN STORM VOLUME = 3,637 CF - BOTTOM OF POND ELEVATION = 66.00 - DESIGN STORM ELEVATION = 67.30 - TOP OF 8" PVC TEE = 67.80 - TOP OF 48" STANDPIPE ELEVATION = 68.00 - DESIGN STORM (6 MONTH) INFLOW RATE = 0.49 CFS - MAXIMUM ALLOWABLE OUTLET RATE = 0.16 CFS - MAXIMUM HEAD = 0.01' W If. 60' 6' PUI�IIG' �30,1 a x69,8 xb9.59 Rli! 68.Sa 5 E 6 n'o �/jyJ�+[1 }(' a. RI [' y?t�:. 6 .._ --� •�6�. 4 14TH STREET NE IE � T , � � a .2g ,J IE 6B. �.7 C} 4•l/�YW�tE76. \\\ � 1f.. 6✓. J 70.07 �A'�7 �A fe,o ccvu ,]s 18 RIM 70.18' sr DRA/ AN HOtt\ x70.63 3j NIA IE 6649' 8' CONCRETE RIM 7 .;7' ru$v� spx ,4 SW IE 68. +0° 8� I�CASTJC � IE 6& 6" � 0,66 0 2 NE !E 6& 36' 6" ALA_ TIC !E 68, 71,20 SE IE 5aJO' 6" CONCRETE 68, fX 0,94 < 83 W JE 22' 6" X71, NW I 2' 8` CRETE `. • •Q . ,36 � � a 1,45 1.21 i.c 3 •� 1 0.75 x71,. 126 •.• 76• 70.84 s . 69.41 �z.34 ;, . ,,�•. 3g 'X71,34 X 6917 71.30 �X�`io.05 \71,15 LEGEND: 68.08 CONSTRUCTION ENTRANCE, PER CITY OF AUBURN C STANDARD DETAIL "EROSION-01 " /P INLET PROTECTION, PER CITY OF AUBURN STANDARD DETAIL "EROSION-03" AND "EROSION-04" OSILT FENCE, PER CITY OF AUBURN STANDARD DETAIL "EROSION-02" WATER QUAUTY TREATMENT FACILITY QSEED & MULCH SILTATION POND 0' 30' 60' 90' SCALE: 1 " = 30' THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALUNG 1-800-424-5555 A MINIMUM OF 48 HOURS TO ANY EXCAVATION. s RECORD DRAWING CERTIFICATION PROJECT REF: FAC 02-0031 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING BY: �� _ DATE: I D 3O a3 DIVISION REQUIREMENTS, TITLE/POSITION: 3 w6I "c�'1Z _ APPROVED BY: ,�.,.�....•_. CONFIRMED BY CITY: DATE: DATE APPROVED: 3 - 7-4 -0:3 W, m I N co U) N to '- N X N N U-wo Nwzir`}„�I Z0N z rrnI co w d -�v'W_W '• W Nmd Z :5 t0 0 w Z Q� o Z � I- 0Q(.D Z a o V) 4 Np W Q w W C� 0 :D .J QOm Q "r- Q REVISIONS 1 SEPA 10/04/02 2 CIVIL REV.-11/25/02 3 CIVIL REV.-01/31/03 4 CITY REV.-02/21/03 5 ISLAND-03/20/03 6 7 Z J o' Wq§ Or. 06 Q� (7 Z_ Z Z a rn W ►- '� J pn N DRW'N BY: CHK'D BY: DATE: SCALE: PROJECT 0250951.0 C3of7 .dlbl _ w rt YS:10:49 2095c6// f Uyu17G46 72 71 70 69 68 67 66 65 72 71 70 69 68 67 66 65 INb9.25 CB 9,14 RIM 68.71�' SE IE 65.79' 12" CONCRETE 8.86 RIM 68,57' NOT ABLE TO SEE Nt?RTHERL-Y-68.78g�yr S IE 66.51' 8'" GONCR- CURB CUT --��U 68.45- 68,50l7i� 68,72 9 x�f�.-__ CB VER1rCAL Ct;RB 33 �8.36 SSMH RIM 69.49' 69.37 ?, }? 63 RIM 68.10' x68.79 TOP OUTSIDE OF 12' CONCRETE PIPE 65.69' 1 68.94 K8.62 S IE 65.90' 8" CONCRETE SAN - 69.65 C x68.29 RIM 68.48'x68.48 x68.61 570,14 ?I MAN HOLE x68.97 �69.71 ` 9.02 C6 CENTER LINE OF CHANNEL /E 65,70" RIM 6889' D CB l ____-q RIM 68.12' A A RIM 68.63' 69.41 _ --- N IE 65.52' 8' CONCRETE 73 N IF 66.17' 8" CONCRETE Z 34 68.72 �� !E 66.10' 6' PLASTIC _ , STOP,M ORAiN ,i9iN HOLE'- - q - - �s6i�s vER�Re URB CU `� e 4_-�-.4 co. 8.70, 8, .RIM 68,44 ' 69.00 69.4" yu a 3 69.23 sv �-- .-�-••'�'fSf�i"�"i'3.---�- o7Et P.HONF ji' N IE 65.83' 8' CONCRETE Cx� 18 l a eze oTLE �L_< SE IE 65.80' 8" CONCRETE 69,16 �.. 9.73 fox ei4X. g'x- � 80 CURB CUT CURE CUT 68.95 CURB CUT_ 68.18 -� 69.07 69.1i 68,78 68.609 AL � CB " 68.68 RIM 66..37' 8.53 SE /E 66.95' 6' CONCRETE x68.99_ � xc9.25 _ X'4t4 SAN x68.52 15TH STIR ET N E A9 23 69.29 x69 O C8 6884 69,08 8 91 69,07 8,�5 �. 8.9.7 RIM 6s 44' 668.91 rJE IE �& 'L A97,, 51 f 68. 9 TRIM 68 60' x6abuif 64.14' 5 IE 64.02' �w IE 63.84' '- 8,42 ce - gd> RIM 7.9 10 a $p) o N IE 66.39' 6' CONCRETE xr- *�..� x6g.28 8.49 N if65 59' 8' CONCRETE y *A,. NW IE 66.49' 6' CONCRETE CONCRETE NW E 65.66' 6'' CONCRETE . , � 68.81 9.64x . 69.01 69.07 \ CB 1 '".--- 69,32 69 `52 69.31 \6870 �', SW E 6660' 6' ONCRETE SN' IE 65.66' 6' CONCRET>_"�,Rrycnncw 9.59 \ E IE 65, 70' 8` CONc�ETE 6s. 4 Z A5PH. C8 S 69Os , ' 0 CB 7 lE 65.96' 8' COI R E RIM 68, 41 9' Q Sf rYER UNE LEAVES BUKOtNC 6.0' M NABLE TkSE�WESTERL i�1E 66..98' 6'" PLA5TIC NaR;H aF fm srwnresr coRryER a 9:30- r�-ECG4vIXLTF 069,57 CP �r ' 69.29x GRIM 6g•�'2, SE lE 61� 6" PLASTIC ' N /E 66. 5 6" PLASTIC 6 ,s .' scN"Ac CS IE 66.32 PLASTIC 66.77 R trox �RIIYI 69 08' , 9.81 69 x .37 x - _- L? VAULT 1'x 2' y ' 69.81 SE IE 6f 15 , „CONCRETE ETr NW IF 6727 12" CONCRETE + ASPH, CA 69.36 6 '73 �C AL9 ox 69,77 70. 0 �n a' 6 L&c PAIR\ ., ` c 70.15\ D f 6918 -. ,X 70.19' -- RIM 69.97' CB 9'•7$ W 12" Cf CRt%D�_1E 68.04' 12" CONCRETE RIM 69.19' 69.34 $3+. ,,; \ NWIN E 68.16' 12" CONCRETE 69,39 OUT STCT Iv! vR bfH 5 !E 66.54' ,a Ted 69.92' •70,07 69.48 3 W ;£ 68.021 12' CONC. 9 69.4 *# �964 \ 0.199.81x69,57 �077x0GASWTER 69,86 6„91 x73 -A��. 69. 69.35 6� 9,7C EXQAVATION DATA: SITE CUT: 46,641 CF (1,727 CY) SITE FILL: 9,374 CF ( 347 CY) NET CUT: 37,267 CF (1,380 CY) c� R>1M 69.35' z N !E 67.25' 8' CONCRETE SITE SECTION A -A 97 1.00-71 � a•: \ 9,92 0. 10.07 x70,10 f TURN s aox �,� x70.23 - 68.88 RIM 68.50 ` 69.24 S IE 65.14' 10' CONCRETE 10 7)f,01x - - -- x69.90 A-09 x x69.00 CB •. E IE 66.51' 6' PLASTIC - 1 RIM 68.35 x69.71 04, x69.93 fj 7os�� 6 .25 69. 69.50 .. .a I x69,7$ ` \ /� ' , a ,. 69.90 69.06co r ^ �� • ' RIM 89 $5 '' 69 5074.64 a a -, x68.97 `8,91 • 6.51 X 69.04 689 4CB 8 k 9 AIM 68,30 , 69. 75 0� •1. =� x69.60 63 O TIC 69,65 TP 69.15 ' 68.50 C 7-• � TC 69.25 r TP 69. 5 , .' , .. 6 '•i X 0.64 fr .' TC .50 69 TP 69.50 I TIC 69.76 0 ( TP 69,26 69.0 4, 70.14 Ito 34 -� 70 27 70.00 \ 0.50 RARER \ Q49 \\ MAUL! \ r89 0,47 C8 \Rs 191969 . .�' � .. 6,46U �SW IF 68. T 0,20 \ r 0.55 0.31 \� �93 y\ � \ y 1.24 447 \� �\ 0.14 �` \ \ 0+50 1+00 1+50 2+00 2+50 SITE SECTION B-B 0+50 1 +00 1 +50 2+00 2+50 FF 70.00 �.30 - .----=•r-- 69.10 R�S�4. r. i 9. j�rol I 1,50 ' �.. - - - Z GRADING NOTES: i� H I 1, ALL PROPOSED SPOT ELEVATIONS IN PAVED AREAS ARE TO TOP OF PAVEMENT UNLESS NOTED 68.35 i OTHERWISE. l 2. PROVIDE POSITIVE DRAINAGE AT ALL TIMES TO ENSURE NO STANDING WATER. 169.63x 9.90 9 69.48 6 6 UNDERGROUND FUEL TANK W, j i 3. O MATCH EXISTING PAVEMENT OR CURB ELEVATION. 69.36 CB 4 ! *69.67 T£tEwrCwE9I to m Z 4. TIC - TOP OF CONCRETE RIM 68.30 68.2� TP - TOP OF PAVEMENT x69.70 x69,9g --70 q. _ 69.86 TIC NO SEW SIRUCTURFS FOLWO w TENS AREA m cr, TYP. /o 00 -`--"x7o:a2 TP x69.sz x 69. I x701s is 69.50 �7Ct.19 X y. xx69,9s f���88 IEtE JE 9.s7 69.54 b8.20v 68. 4 y c _ ._ -- -�- X6873 � .16 68.98 _ a. u i M 1 30 MH 1 � x7os3 61 0 x69.92 / 11, 9,7-5,,,jMH 17 69,53 RIM 70.11 ' 0.11 70.26 171.01 W IE s8 s0' 6' PLASTISSW Q. C \ �� fio. o. 7 1003 .� E 5 IE 6859' 8' CONCRE?E �709� \ IE 637 ,�70,37 \ t3 G" C4 N E 64.38\ D4 0. 0.18 070. CB 0.57 x '12 RIM 70,18' 7 �71,19 5 0 ORA OE NW lE 68.49' 8' CONCRETE �\ RIM T . 7' \ TURN SW IE 6S 30' 8' PLASTIC 1E 68. '6 ny NE IE 68� 36' 6" PLAS7/C /E 68 3_ 5E IE 6830' 6' CONCRETE 68. 13' \\z0.93 W IE 22' 6" X x71. NW 1 2' 8"' tVJVCRETE b. SCALE; HORIZONTAL 1 " = 30' VERTICAL 1 " 3' 3+00 .3+5U 3+00 72 71 70 0,75 � 69 68 67 66 65 SCALE: HORIZONTAL 1 " = 30' VERTICAL 1 " = 3' 72 71 70 69 68 67 66 65 6 69.3 69.86 � \ I � •� ` 6 .15 QP x69,45 0 j X70, 170.49 /\ � /// % x E�Si.39 70.65 x x --- �x69,94 ),07 �Aq .la 'r70.63 L55 1.23 > \�7a.84 �, ,A 68.85 \ \ `MI 5• 69.40 68.07 Q 1 STORM 1 CHAMBER 9b4 ` 69.0,8 ` / ► 1 69 00 - MHO x7f�,25 x7 12 . STORM ORAIN MAN HOLE I 69.30 " RIM 66.2, N IE 64.69' 10' CONCRETE tH 14 x70.12 E IE 64.61' 10' CONCRETE NE IE 65.64' 6' CONCRETE 7 �67.89 S IE 65.59' 6' CONCRETE -I 16 x7069,60 69.69.90 __ 9.80 67.84rVW iE 65,21' 8' CONCRETE NW IE 65,15' 8" CONCRETE 8.19w . 70.10 $ .. 1 � ..:: c8 T£tE ' i � � S RAWb7.94' SOXg.CO 9.46 ,4 06' 8" CONCRETE 67.91 x70• 1 j MH 20 68 tl CB -^^ - - .^ A -- CB -' _' CB -2 v G4�8.20 RIM 69.49 A 68.73 x69.85 x69.59 RIM 68.66' x 14TH STREET N E S IE 65.94' 8" PLASTIC E 6 75' 8' PLASTIC 68,40 �8.29 P b8.19 SsmH TICAL CURB IV- _ t.. R#4 66.61' 68.08 - ----- -- --- E lE 62.43' W IE 62.44' 16 N IE 62.64' I ' ' • 66.70 68,59 X 69.45 �! ( < 69.09 68.97 69.10 69.04 76 69.41 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING 1-800-424-5555 A MINIMUM OF 48 HOURS TO ANY EXCAVATION, 0' 30' 60' 90' SCALE: 1 " 30' STRUCTURE SCHEDULE: ALL COORDINATES ARE TO CENTER OF STRUCTURE. COORDINATES MARKED WITH ""ARE TO BACK OF CURB CB 1 MH 13 *N 4959.35 / E 4738.97 N 4718.36 / E 4750.72 RIM 68.50 RIM 68.99 CB 2 MH 14 NOT USED N 4711.49 / E 4860.33 RIM 6927 CB 3 *N 4940.981 E 4881.21 MH 15 RIM 68.35 N 4710.361 E 4750.81 RIM 69.06 CB 4 *N 4827.42 / E 4884.16 MH 16 RIM 68.30 N 4687.22 / E 4843.19 RIM 69.49 MH 5 N 4746.21 / E 4849.71 MH 17 RIM 68.75 N 4686.08 / E 4743.20 RIM 69.53 CB 6 *N 4746.06 / E 4794.87 MH 18 RIM 68.00 N 4677.72 / E 4843.30 RIM 69.65 CB 7 N 4797.551 E 4644.31 MH 19 RIM 68.50 N 4676.58 ! E 4743.31 RIM 69.76 CB 8 N 4908.01 / E 4661.76 MH 20 RIM 68.30 N 4668.22 / E 4843.41 RIM 69.82 CO 9 N 4919.50 / E 4793.38 MH 21 RIM 69.88 N 4667.08 / E 4743.42 RIM 69.92 MH 10 N 4727.491 E 4850.16 CB 22 RIM 69.02 *N 4652.91 / E 4849.39 RIM 69.49 MH 11 N 4726.36 / E 4750.63 CB 23 RIM 68.92 EXISTING RIM 0.66 MH 12 N 4719.49 / E 4850.25 RIM 69.15 RECORD DRAWING CERTIFICATION 3 jZ�t 63 PROJECT REF: FAC 02--0031 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING BY DATE: DATE: 10 3a ` DIVISION REQUIREMENTS. TITLE POSITION• APPROVED BY: / � r�N G H►t�fQ _ �1 rL •� CONFIRMED BY CITY: DATE: DATE APPROVED: _ Z 4_0? r r0 f r` N 00 LO N LO . . N .- a LLJ 0000 \ V) N0)Ld Li U Z to WZ0) ZW V) �'Z-4 =iz coo I =V)L W V) �3 0 .- * ujrww Z 4 Nm3: 0) In W 0 Z I,/) Q O <c Z V) 0. Li VJ / r3 z x w V Z WO ,r- Q REVISIONS 1 SEPIA 10/04/02 2 CIVIL REV.-11/25/02 3 CML REV.-01/31/03 4 CITY REV.-02/21/03 5 ISLAND-03/20/03 6 L Z , to Wg� o� ow Qo c� Z Z S W ' u<g DRW'N BY; CHWD BY: DAT[: SCALE; 1 PROJECT 02509510 C4*" 1` D Q SIGHT DISTANCE 11 BENCHMARK - 68.51' TRIANGLE NAti+D8; FROM THE CITY , _ - ` , OF AUBURN, BENCH MARK - - ____ - - - - .- - . � - --- _.__ - - ,., 16-G :. 11 i t.. :, vT ,,. ,.,.., f'f t R t5 s ._ ..:.n, x _,, ... z,,.M�.. .:R�• .,^:x'. �.:.r.:"r..-«:�s:.., ... '" .x •t .,�., x, ., .,...,, ^',. w.,.., -q, . •, ' i r ? s.: t € - ' r , ..._ aa, ,, ,,mw.r::_. z, , W,,-::;:,. J . -: >w..,..ry r ,;,, . �.,.; �:.... ..� •'i ... .. ..�l ." sxra:,k;evticro .«r..avanx+uvs _anxcrt,.:.. :r..»... >.<:e.»X.' ea:•11 .. x. ..., ✓w z,�c + J � ,. ,,. _,.,.: ,, NG PER r - x DRIVE OPENI ,q,3,, .- ,.,. _ __ .,._._x. .., ::., _.... _�. , ,, REPLACE SAWCUT CITY DETAIL N 499�.�33 ASPHALT PER CITY 1---- 5 "SIDEWALK PER CITY " `' ` REQUIREMENTS "TRAFFIC-09" (TYP) DETAIL "TRAFFIC-24" E 4974.70- r ,,. _.._ . + ) N �973 07 ­11,15TH STREET NE ,tt _... Ff E 48 __. 30.45 I�< . CJ I: 1d. _.. 55.1 ,.:.: , ,: :: N 4970.9Ki 40 _ 1 ,_..... ........_. w--- .,...w _ SIGHT DISTANCE s w :.,,4, ,�: a._ --' :-p. , _� . ;� » ,.- .,, ;,T,, I n; TRIANGLE -7- - r I.I . y ,, A t _.I..., . '. ._,.... ' n . r.' t ,x.,. ...,.ter _, s a .. A. ° x „ ..; 6 . - ; N 4966A1 4885.56 ,.., ._, _ .,,n. irl5 , 54 E F. N 20 73 �l E t; __... xi _..... - . f - - -- \.y C,a P ,., /� t S+'i J Ul S I ! , r: v J„ ' ,, `t ., 1 .1 - p : r I I r ^ :, ,. , _, K t x /I€ ,,1.,..,,.,, a >µ w I'll, ,' k „ .. :. „. A 4'� n.,, x' i { i ., ;1 I d Lnl .,>, -p. , i, ., ,,_W,'� � ,iak„','iik°fXFn:,., x*,",.,'-- °x >F 5 A S I Y Y :� i U y � Y. u,:, { �I 1 e 3 .t, SEED N a- ...,.._f.. '` _ ' / <,Isk TURF r; It x y j \ ZI'll IONED: C 3 � .. _` AREA ;.. \ 1 _.<.. ,_, N 494.56 L , , E 4628.91 ,� - -. i 3 I ..' v -- ?_ �D 1. N 4840.56 ' E 4629.53 - r,. ys ll �J G'' 14. , -"L" 'r, ,,� ii 1, I 1- , - ,_' " ;. 1V89 °�8'S8 "E.L,. 40.76' , * .. T � = 5 , PRE -FABRICATED WELDED CAP W/ STAINLESS STEEL SCREWS STANDARD HANDICAP CD SIGN 3" X 12" STEEL TUBE - PAINT ENAMEL WHITE (FILL W/ CONC.) VAN ACCESS. SIGN WHERE REQUIRED Ln FIN. GRADE , 9 >z D- '', b ?O•� O J. . m , , ' , ♦ q ' , 4 e ,' , y . I71 I-o" �Ing � I , ,-A„ SIGN & POST HANDICAPPED PARKINGS (FREESTANDING) D ETAIri SCALE: NTS C5 3'-6" R rn I rn I --2 co E *� N ro HRU N V-6" 2'-3" , V-9' N ;�ls >1 I '_ �� N I I RN NOTES: 1. PAINT COLOR TO BE "YELLOW" FOR ARROW AND LETTERS. "DRIVE-THRU" LETTERS TO BE ELONGATED HELVETICA MEDIUM - 4" WIDE STROKES 2. PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS WITH CONCRETE PARKING LOTS PAVEMENT PAINTING D ETAI 2 SCALE: NTS C5 it I'll I'll ^., \ i ,. w1 �, ' ,. s fi 4799.53 v I'll I �1. .4593 72 a: ' t' WALL' = r.11 EMEI�T TO ",� C OF AUBURN ` �` 4745.72 11 L .. E 29.06- i A \ � 4745�30 " • 'E�> 45l144.1� 'I0 q 6' CONC. �' WALK. �, W �,X *. _ -� -� -� -I KEYED NOTES 03000 PSI CONCRETE O PREPARED SUB -GRADE. O PAVEMENT. COMBINED CURB & GUTTER D ETAI L SCALE: NTS it .� :tl;a `• , 1 , S 1 d .; ' - ,, • ' 48, 5.19' z' I Y.., 7 IS , 11 ;y i 1 -li N 4914.93 1.E 4831.10�ii r • �' �.' `-N REFER TO ARCHITECTURAL PLANS ,'t s 4913.45 FOR LOCATION AND DIMENSIONS OF 1 i •• •. 1. , ;; E 4701.19 DRIVE THRU AND LOADING AREA ? 1 �,!�; . 1"'�';1'11. -, CWj"f W.. -� `A } ;, 60' R.O.W. ", 4",J"C'Ar L­11 '' ll� � ZONED: C-3 i k i, ,1 1 I I .. PERIMETER SIDEWALK-,t, r e i' _ ZONED: C-3 4" YELLOW PAINT , 8' HIGH SCREEN FENCE i 1 I n' STRIPE (35LF) FROM 15TH STREET , , AWNING (TYP) :` R.O.W. TO CENTER OF Y I I. REFER TO ARCH EXISTING ALLEY I w ,..'CURB RAMP. '-," ,:11111111 ... ,�­,, I77_� i � i�!l4i (n - �z,�"_1,� ".-., �I��I. ' RE:4/C5 --, , "_-:_I�, _i ,,_I L ,., .... .I ; I L :,�, _��:'�Lt. Ir­" '.: . �I-.- ,' v; ,' ♦' i. ti y t'S4 i 4 �5i 9 u I 6 .6 ,s , 4686. m) 11, \q'11*, •, \ h :ri•%g '� , 467058 11 . !f Y'` : 71 1.4 �`, �� R75' �' a �- ,'�J PROVIDE: GONCRE E ` " N �4.647.9 "' {,:a CURBING AND ISLAIV s � � 3E 4W.70 ' h P rTY STAN DA L. PER C �R` TO NOTE '5 ,11 NOTE: ALL CURBS TO HAVE 3/4" EXPANSION JOINTS AT MAXIMUM 100 FEET WITH DOWELS AND CONTROL JOINTS AT MAX. 20 FEET. KEYED NOTES O INTEGRALLY COLORED RED `�7 CONC. RAMP SLOPE 1:12 (8%). Tr� IL_/�_CONC. � INTEGRALLY RAMP SIDE FLARES. SLOPE - 1:12 (8%) (D-' (D BUILDING LINE. 5 •' _ ,, '. 1, ;' •r ' ' ® DOORS IN OPEN POSITION SHALL NOT REDUCE =/__ 5'-O' ___1 -E-R-E ACCESSIBLE ROUTE OF TRAVEL P E F D TO LESS THAN 44". 3'-0" MIN (D EXTEND RAMP WHEN DIST. PLAN TO WALL IS TOO SHORT TO ACHIEVE PROPER SLOPE ELEVATION e IF DIMENSION FROM TOP OF CURB RAMP TO OBSTRUCTION IS LESS THAN 48" THEN THE SLOPE OF THE FLARED SIDE SHALL NOT EXCEED 1:12. IN -LINE RAMP -PLAN RAMP TEXTURE NOTES: 1. RAMPS TO COMPLY WITH ALL ADA CODES. �p TO BE OF A NON -SLIP FINISH. SLOPED SURFACES TO HAVE INTEGRAL COLOR RED STAIN. CURB RAMP D ETAI L K'__4 SCALE: NTS C5 I TRAFFIC DIRECTIONAL SIGN 2" X 2" STEEL TUBE EXTENDED INTO CONCRETE FILLED 4" PIPE - 12" DIA. CONCRETE FOUNDATION 6" - BELOW FROST LINE (3 FT. MIN. BELOW FIN. GRADE). f \St� 6" p. �`- N 4664.32 E 4729.56 Ifr � Nel I" Awl TRAFFIC DIRECTIONAL SIGN (FREESTANDING) D ETAI L 5 SCALE: NTS C5 `;. ; �, �• .. ' i STREET (16' j I PER CITY WIDE) , it I 3 ;STANDARDS 11 rIllil {r'1 t ,. 3 I4 t; J ' { " I li 14 - }i 11, �i � 11 i. t A,,.. -'y , I I Q r , i I, r..y p P: ,, {�} l I r e : ;; t t , e rr f i x1'1, • i Mj 7 ZONE D: C 3 t h S` S ;. ,� 5 ' ``'' M , _,...,,,... ..., .. ,..,,-.. _ .... _ �. -. �Yr-r ,,,,. k 7� Eb, �» v .€. ..,._, 4� �, 1 ^:.: " _ L,�v' (rVm.,1i :wtr. i0Y1�` .._..- •.r.r'..+.r. I ,' , := P ,, f,., N 4665.68 N 4661,41 . E 4847.55 ' E 4888.47 0, 14TH STREET NE y t �, rn ryI 11 ,, ^ _.,t.,t ., . ,. . 1, I � ,, - . PAVEMENT CURBING TO - - - ,,, ,. AND Ir, f � MATCH EXISTING. ALL WORK `� SHALL MEET CITY REQUIREMENTS ���°`� ,,fir 7 4 V CONCRETE FLATWORK REFER TO DETAIL 7 SHEET GC3 TO DETAILAN8 C3 --� r „ 12 SUB -GRADE TURNDOWN BITUMINOUS PAVEMENT SECTION (6 SCALE: NTS �CS I �1 6" PORTLAND CEMENT CONCRETE (3000PSI AIR ENTRAINED) 2 6" STRUCTURAL FILL �3 SUBGRADE PREPARATION REFER TO GEOTECHNICAL REPORT & SPECIFICATIONS RIGID PAVEMENT DETAIL (AT TRUCK PAD AND DRIVE-THRU) DETAIL 7 SCALE: NTS C5 GENERAL NOTES: 1. WORK SHALL CONFORM TO THE REQUIREMENTS OF GOVERNING AGENCIES HAVING JURISDICTION. GRADING, PAVING, AND MATERIALS SHALL COMPLY WITH THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AS WELL AS PROJECT SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES TS HE MOST N BETWEEN REQUIREMENTS, T ST STRINGENT SHALL APPLY. 2. COORDINATES AND/OR DIMENSIONS SHOWN ON THESE DRAWINGS ARE TO BACK OF CURB, OUTSIDE FACE OF BUILDING FOUNDATIONS, EDGE OF PAVEMENT OR CENTER OF STRUCTURE OR SIGN UNLESS NOTED OTHERWISE. 3. NO DIMENSION MAY BE SCALED. REFER UNCLEAR ITEMS TO THE ENGINEER FOR INTERPRETATION. 4. PROVIDE ADEQUATE BARRICADES AT DRIVES, ENTRANCES, EXCAVATIONS AND OTHER OPENINGS TO KEEP OUT UNAUTHORIZED PERSONS AND FOR PUBLIC SAFETY AND TRAFFIC CONTROL. SAFETY PROVISIONS OF APPLICABLE LAWS SHALL BE OBSERVED AT ALL TIMES. BARRICADES LEFT IN PLACE AT NIGHT SHALL BE LIGHTED. 5. PROMPTLY REMOVE ALL DEMOLITIONS, REMOVALS, RUBBISH, AND DEBRIS FROM THE LIMITS OF THE OWNER'S PROPERTY AND DISPOSE IN A LEGAL MANNER. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, PERMIT FEES, LICENSES, AND LICENSE FEES. 7. RESTORE ALL STREET SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DRAINAGE DITCHES, AND OTHER PUBLIC OR PRIVATE STRUCTURES THAT ARE DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES TO MATCH EXISTING CONDITIONS. 8. NO EQUIPMENT OR MATERIAL STORAGE IS PERMITTED IN THE R.O.W. 9. CONTRACTOR'S MANNER AND METHOD OF INGRESS AND EGRESS WITH RESPECT TO THE PROJECT AREA SHALL IN NO WAY PROHIBIT OR DISTURB NORMAL PEDESTRIAN OR VEHICULAR TRAFFIC IN THE VICINITY AND IS SUBJECT TO REGULATION AND WRITTEN APPROVAL OF APPROPRIATE GOVERNING AGENCIES. 10. THE PROPOSED WALGREENS BUILDING FOUNDATION WALL SHALL BE BOTH PARALLEL AND PERPENDICULAR TO CENTERLINE OF 15TH STREET NE. 11. REFER TO "CITY OF AUBURN CONSTRUCTION STANDARDS" (APRIL 2002) FOR ALL REQUIRED DETAILS AND CONSTRUCTION SPECIFICATIONS. 12. COORDINATES SHOWN ARE A SITE SPECIFIC SYSTEM AND ARE NOT TIED IN TO ANY OTHER SYSTEM. 13. BOLLARDS AT ENTRY SHALL BE FAIRWEATHER SITE FURNISHINGS OF PORT ORCHARD TYPE B-3, 36" PERMANENT EMBEDDED SCH 10 BOLLARD, 6 FOOT ON CENTER, POWDER COATED IN EVERGREEN. 14. REMOVE AND REPLACE SIDEWALK ON HARVEY ROAD AS NECESSARY. SIDEWALK TO SITE SHALL BE RAMPED FROM ROAD SIDEWALK TO ASPHALT. PROVIDE CURB ON SIDES OF WALK TO MAINTAIN GRADE. 15. DESIGN OF PROPOSED CURB ISLAND WITHIN HARVEY ROAD TO BE VERIFIED WITH THE CITY TRAFFIC ENGINEER DURING CONSTRUCTION AND PRIOR TO INSTALLATION. 1-112" WEARING SURFACE CLASS "B" OVERR TACK COAT. 2" LEVELING COURSE CLASS "B" OVER PRIME COAT 1-112" WEARING SURFACE CLASS "B" 8" (MIN.) CRUSHED SURFACE TO BASE OVE TACK GOAT. COURSE (CSBC) REF WSDOT 9-03.(3) 2" LEVELING COURSE CLASS "B" WELL -DRAINED SUBGRADE OVER PRIME COAT REFER TO GEOTECHNICAL 4 (MIN.) CRUSHED SURFACE TO REPORT &SPECIFICATIONS. BASE C URSE (CSBC) REF WSDOT 9-03.100 REF WSDOT 9- 3.(3) GRAVEL BASE IF SUBGRADE SUBGRADE COMPACTED TO 95% IS UNSUITABLE MODIFIED PROCTOR MIN. dihilid 1111111111111 a11 I i,#' V HEAVY DUTY SECTION LIGHT DUTY SECTION FLEX PAVEMENT SECTION SCALE: NTS C5 CONCRETE CURB DETAIL ALL CURBS TO HAVE 3/4" EXPANSION JOINTS AT MAXIMUM 100 FEET WITH DOWELS & CONTROL JOINTS AT MAX. 20 FEET. LENGTH VARIES - REFER TO SITE PLAN. EQ. E 6' 1/4" TOOLED JNT 6"x6" #10 W.W.F. PAVEM W/ SEALANT, TYP. BROOM FINISH 1 " R COMPRESSIBLE FILLER (3/4" MAX.) :..-. ..-:.... ; CUT BACK AND » • PROVIDE SEALANT 6G COMPACTED � N z TYP., AT ALL JOINTS A G EGRATE BASE WITH FILLER. 2- #4 BARS • , CONTINUOUStp I TYPICAL PERIMETER SIDEWALK D ETAIr9 - SCALE: NTS RECORD DRAWING CERTIFICATION 3jz4jos PROJECT REF: FAC 02-0031 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS.117 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING BY: )=1_1 LL====, DATE: ®Zoj4 DIVISION REQUIREMENTS. TITLE/POSITION: = UL.1pSaAPPROVED BY: o_s�.u- S..� CONFIRMED BY CITY: DATE: DATE APPROVED: S. Zy _p 3 N co I r N co u N U N V N a WNU- H 00 � 0 °' o Z U - W Z N U'1 Q I z_Z W Z� LU T- N i 4 ., I .-. = W w i N pW 1- K�� � f eyn N Qf o z V) 0 060 M /r�^ Q V I Ar- L.1 Q °` a Ld Z z 00 D -.I0m <,;tD ��Q U) REVISIONS 1 SEPA 10/04/02 2 CIVIL REV.-11 J`25/02 3 CIVIL REV.-01 /31 /03 4 CITY REV.-02/21 /03 5 ISLAND-03/20/03 6 7 8 9 10 jo .I 93 Qo 0 Z Z Z a cn WN U�0 §� [___DRW'N BY: CHK'D BY: 1 CDP - DATE: SCALE: 9-10-02 1 "=30' PROJECT 02509510 C5of7 m ./ 4 ii /_�, 09fU 17&1% QB � SE X 65.79' 12' CONCRETE NOT ABLE TO SEE NOR THERL Y- SSMH RIM 69.49' Q TOP OUT5I19E OF 12' CONCRETE PIPE 65.69' � I Z STOP,.M DRAIN MAN HOLE ---- -�` RIM 68, 44' N IE 65.83' 8" CONCRETE _ Q SE lE 6580' 8" CONCRETE NW tE 65, 66' 6" CONCRETE SW IE 6566' 6" CONCRETE E IE 65.70' 8' CONCRETE 0 1 m D Q OUTLET STRUCTURE NOTES: 1, STRUCTURE SHALL BE 6' DIAMETER, TYPE II. REFER TO STRUCTURE SCHEDULE FOR ADDITIONAL INFORMATIO 2. DRAINAGE OVERFLOW FROM SITE IN EXCESS OF TH DESIGN STORM SHALL BE OUTLET THROUGH CONTROL STRUCTURE OVERFLOW, 3. OUTLET PIPE SHALL BE 10" DIAMETER,`•' 4. ORIFICE DIAMTERS ARE AS SHOWN ON DETAIL. 5. PROVIDE AT LEAST ONE 3" WIDE X 0.090 GAUGE STAINLESS STEEL SUPPORT BRACKET WITH TURNBUCKL ANCHORED TO STRUCTURE WALL, SPACED VERTICALLY 24" MAXIMUM. A A = PIPE DIA„ 10" _�)_ B B = 2.3" DIAMETER ORIFICE PLATE DETAIL OFFSET TOP SLAB PIPE SUPPORT TYP SEE NOTE #5 TOP OF RISER 0 55 MIN ELEV = 67.30 MAX.- o 6" DIA. ORIFICE O W'S' IE = 66.25 0 WATER TIGHT CONNECTION OUT o IE OUT = 65.10 ELEV = 63,10 2.3" DIA ORIFICE 00 6" MIN,-- MH 20 (OUTLET STRUCTURE) D ETA I L SCALE: NTS 77 73 69 65 61 57 Mu ' _ rR CURB CUT 2"W -�U. CURfI CUT _ _,.-.G - - WRIW"Al GiJ - 2"w - - RIM 68.37' 2"w SE /E 66.95' 8" CO�C c SAN SAN SAN N .. v CAI S IE 65.90' 8" CONCRETE SSAA''1 -- --- - . G8 R1,11 68. 48' STORY T &B D�Atl, MAN HOLE 15T H STREET NE C8 f _ � C6 68,12' w CENTER LINE OF CHANNEL lE 65.70' ,D CB RXM 66 44' RIM 68, 6Y NE 7E '{2RACALL ULASTI N IE 65.52 $ CONCRETE N /E 66.17' 8" CONCRETE GUT Lill S 1£ 66.10' 6' PLASTIC _ < e. a<. -_:cs Doi a ___- 6. C 5 BOX aDX aOx _.- _-� X. rRRH� rrGru �/ i - „�R35 O 0.25 . . .. a VAL WS' \ _ _ ASPH, �. man" A CB 3 .;• . 1\ Ct3 Q I ,--' �� 32LF-6" S8R35 WYE CONNECTION w • ` �:•' • • ' a R7M 69„�7 , ` \ Cg = / • 3.50R ROOF DRAIN IE 65.38 .' E IE 65.96g 8" CO E Rim 68.41' " ' • lNABLE \SE IVESTERL �v !NOR S IH O L N£ SWFH 6lllltWN aB 6 IE 66.00 \ JJL JdE 66..98 6 PLASTIC NORTH a� : SrwTH�'ST CORNER ' • .'... ; • • - 4, ' ' t° so ww o z 14' 6" PLASTIC �° ` E Mr Iv N IE 5 6 PLASTIC �, �Sp T:RRN lE 66.32 " PLASTIC •-a ic B 8 a0x c}RIM s9.08' . • ,T !'X r ` 6" IE 66.50 " _P ` SE IE 67.15 CQNCRFTEE Erwrr 55LF-6 SDR35 NW !E 6.7 12" CONCRETE ASPH, ��.` •� j ' R+ Rr - 0 1.00% FOOTING `•' »': ' gtant sox ` ' 1 - T. DRAIN •aBex.. 1 WAr \ LINE N. ' '"RIM TVAAef \ 11 - v W. , 12" cc c\��E s$ c4 12" con/cRFTE o (, SCR. 3 w E RW $9.19' 13+'.. :' \ Nlti E 68.1612" CONCRETE; 01 I N I£ 66.33< _ _ 0,� . , `-STL,M OR N MN S IE 66.54'6J.92' '�r�y�'\` `.. • 1 /w IE 68.02' 12" CONC. " 0 FF 70.00 i Ln � UNDfP,GROL'NO d- FUEL TANK \\\ ' Tu renal r \\ CB 4 r£cEgo .; \ OCAS METER PHONE E. c •, AT � �.. � . ,,4� �` � `rr tR �' _'s, � T • rR n� A \ �,.. -70 �o NG 5EIYfR STRUCRlRES GUND 2, wS AREA RE GE ~ C +� /ELEPHDVE P#ONE Q \ �\ 'rC) \.,� ' J MARX£R 3(ARKER ' .� a. • • •`t. ` R* 69.35'UK • •\r ` X N IE 67.25' 8' CONCRETE ASPH, \ cG -ROUND SOLID LOCKING COVER MARKED "DRAIN" RIM 69.82 10" DIA CMP 10"x 10"x 10" PVC TEE WITH REMOVABLE RUBBER GASKET JOINT IN STANDARD GALVANIZED STEEL LADDER AND STEPS, RUNGS 0 12" O.C. \ TURN CURB s UT S 1E 66.51' 8"NCR_ CURB CUT CURB CUI _ �.._-._ _____ --� ' '•,;'��- _✓ ASPH, \ • / iX `l ,2" \ SQR35 0 55LF-12" SDR35 AIR"PIN ! 0.00 4yo *" � CB 6 M S r � ° 7-TX 115LF - 33" CMP , •••• ,•••• STORM POOR AARCH PIPE 0 0.00 " %4FF-15M SD 35 0 0.50% CHAMBER 1 �A MH 11 -15 $D 35 0 0.50 / \\ a WArr-R PROVIDE CAP AT �� �� �" �� ° �\ '*. TG ;A CB a "� a'd PIPE END (TYP) M M LF 36" 0. 0 00 r- 3 \ \ RIM 69, 3' \ . /� '�� r... l \\\SW 1E 68, 8 P T� ram" 40. 3LF-36" 409 MH 15 ` 25LF- " CMP MH 14 45LF - 57aAC39" CMP 0 p.00% LARCH PIPE ifs 0.00% j ASPH. \ MH 16 3LF-36" CMP '\ \ .... �, �.. MH 18 ► ; MH 20- 6" CMP \ FAR DE CA ,a .... �\ EPEE EN\D (TYP MH 21 • a 4 b: . y a CB IFLE )oy RIM 67.94' 6m SE 1E 65.06' 8' CONCRETE 1 LF 57"X39" CMP "�A a 181Q" R35 0 0.25% RIM 70,11 ' \ SSMHY �� G 4 Z RIM, 68.66' o I W 1E 68.60' 6" PLASTI(, \ RiM 7? 13 57"X39" CMP 5 1E 68.59' 8" CONCRETE \ \ �° 14TH STREET NE E !E 6594' 8" PLASTIC IF 63,7 A °PI 0.00% E F 75' 8" PLASTIC NW tt 64 3� / A ' - - SAN j217CAL curia Ce �TMrt� RIM 7D-78' �\ 5T0 DRAIL AN HOL NW IF 68.49' 8' CONCRETE SW lE 68.30' 8" PLASTC \ JE 68 '6' \ ruRN sr\eax NE IE 68.36' 6" PLASTIC IE 68,3 ' SE IE 58,30' 6" CONCRETE 68.13\ \ w IE 22 6 ' NW /E `2' 8" L�CRETE a. . DETENTION PROFILE 1 SCALE: HORIZONTAL 1" = 10' VERTICAL 1" = 10' 77 73 69 65 61 57 0+00 0+20 0+40 U+au u+rsu I tuv -r20 DETENTION PROFILE 2 SCALE: HORIZONTAL 1"= 10' VERTICAL 1 " •' 10' 77 . _ . _ ... 7 7 P.�w. G9.3'� MH 21 _ _ . _ . _ _ INSTALL. CMP_ PIPE PER 1 _ _ _r MH ZO _ _.._ - - I RIM , 'CB 22, % - (. 69.E ' o a FdM 6f1.92 1E 3TX39 F MANUFACTURERS S ECI IC MINIMUM COVER 1,5 FEET TIONS 36"_.cwsCtWt t 3a«_ K4 'RIM IE to".. Tc "' 73 _ ,25 _ _- REDUCER ' ._ 1E • ".25 - _ 10 . :Oi . 7 3 T c' t o" r G s.ot _ - 69 _ _ 6 9 65 y y.. - OUTLAT _ . 13OLF - 57 39" C WIP ARCH PIPE• 0 AO% OJitiET STRUCTURE61 3 1-4 TM _ lOLF 10" S0e36 le ism, 57 57 0+00 0+20 0+40 0+60 0+80 1 +00 1 +20 d'°�' ° 1 +40 1 +60 Iy . �Q'6DQ3� I RIM 68 60' N IE 64.14' S 1E 64.02' �W IE 63.84' C8 RIM 68.67' N lE 66, 39' 6" CONCRETE N it 65 59' 8' CONCRETE NW IE 66 49' 6" CONCRETE W IE 64 39' 8" CONCRETE SW IE 66.60' 6' CONCRETE S IE 65.14' 10' CONCRETE E IE 66.51' 6' PLASTIC 1 z �1 I i 4 z I � � f STORM DRAIN MAN HOLE Rild 6821, N IE 64,69' 10' CONCRETE I E IE 64, 61' 10" CONCRETE l l NE IE 65.64' 6' CONCRETE j S 1E 65.59' 6" CONCRETE I j NW IE ,55,21' 8" CONCRETE II NW IE 6.5.15' 8" CONCRETE 17LF-`10" RE OVE EXISTING 8"W PIPE AND CO NECT NElk PIPE TO EXISTING OLE. GROAT -OPENING AS NE ESSARY. IE 64.70 Sruu STORM NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF AUBURN DESIGN AND CONSTRUCTION STANDARDS 2. ALL Y DIAMETER CMP RISERS SHALL BE TRAFFIC BEARING 3. DETENTION PIPING SHALL BE INSTALLED PER MANUFACTURERS, AND THE CITY OF AUBURN STANDARDS 4. DETENTION PIPING SHALL BE CONTECH ALLUMINIZED STEEL TYPE 2 OR APPROVED EQUAL AND SHALL HAVE A PAVED INVERT TREATMENT 5. DETENTION PIPING SHALL HAVE REDUCERS AT MH10, MH12, MH14, MH16, MH18, AND MH2O. ALL 49" X 33" PIPE SHALL BE REDUCED TO A CIRCULAR 3(" CMP PIPE, AND ALL 57"X 39" PIPE SHALL BE REDUCED TO A CIRCULAR 36" CMP PIPE. 6. STORM CHAMBER INFORMATION: VORTECHNICS MODEL 2000 MAX TREATMENT FLOW RATE = 2.8 CFS SITE TREATMENT FLOW RATE = 0.50 CFS 7. OUTLET STRUCTURE INFORMATION (REFER TO DETAIL 1 ON THIS SHEET): DESIGN PER CITY STANDARD DETAIL "STORM-02" WITH THE FOLLOWING MODIFICATIONS: 1) STANDPIPE TO BE 1(r PVC 2) NO CAP SHALL BE PLACED ON TOP OF THE STANDPIPE 3) BOTTOM OF STANDPIPE ELEVATION IS 63.10 4) ORIFICE AT BOTTOM SHALL BE 2.3" IN DIAMETER 5) A 6" ORIFICE SHALL BE CENTERED AT 66.50 6) TOP OF STANDPIPE ELEVATION IS 67.30 STRUCTURE SCHEDULE: CB 1 co 9 MH 17 TYPE 1 RIM 69.85 T CMP RISER RIM 68.50 IE 66.50 RIM 69.53 IE 8" E 65.49 IE 5T x 39" 64.25 MH 10 CB 2 TYPE II MH 18 NOT USED 5' DIA. STRUCTURE TYPE II RIM 69.02 6' DIA. STRUCTURE CB 3 IE 15" N 64.58 RIM 69.65 TYPE 1L IE 30" W 64.25 IE 36" N 64.50 RIM 68.35 IE 36" S 64.50 IE 36" W 64.25 IE 6" SE 65.45 IE 36" S 64.50 IE 8" NW 65.13 MH 11 IE 12" S 65.13 3' CMP RISER MH 19 RIM 68.92 T CMP RISER CB 4 IE 49" x 33" 64.25 RIM 69.76 TYPE 1L IE 57" x 39" E 64.25 RIM 68.30 MH 12 IE 12" N 64.84 TYPE II MH 20 IE 12" SW 64.84 5' DIA. STRUCTURE OUTLET STRUCTURE RIM 69.15 (REFER TO STORM MH 5 IE 36" N 64.50 NOTE #7) TYPE II IE 30" W 64.25 TYPE 11 4' DIA. STRUCTURE IE 36" S 64.50 5 DIA. STRUCTURE RIM 68.75 RIM 69.82 IE 12" NE 64.62 MH 13 IE 36" N 64.50 IE 12" W 64.62 T CMP RISER IE 36" W 64.25 IE 15" S 64.62 RIM 68.99 IE 10" SE 65.10 IE 49" x 33" 64.25 CB 6 MH 21 TYPE 1L MH 14 T CMP RISER RIM 68.00 TYPE II RIM 69.92 IE 12" E 64.76 V DIA. STRUCTURE IE 57" x 39" 64.25 IE 12" NW 64.76 RIM 89.27 IE 36" N 64.50 CB 22 CB 7 IE 30" W 64.25 TYPE 1L TYPE 1L IE 36" SW 64.50 RIM 69.49 )q. 31 RIM68.50 IE10"NW650NO•118 IE 12" SE 65.16 MH 15 IE 10" E 65.06 & .07- 1E 8" N 65.16 T CMP RISER RIM 69.06 CB 23 (EXISTING) 'rmaw CB 8 IE 49" x 33" 64.25 RIM 68.66 TYPE 1 IE 8" S 65.94 (EXISTING) RIM 68.30 MH 16 IE 8" E 65.75 (EX. TO BE REMOVED) IE 8" S 65.44 TYPE 11 IE 10" E 64.77 (PROPOSED) V DIA. STRUCTURE IE 10" W 64.77 (PROPOSED) RIM 69.49 IE 36" NE 64.50 STORM CHAMBER IE 36" W 64.25 VORTECHNICS MODEL 2000 IE 36" S 64.50 IE 15" N 65.60 IE 15" S 65.60 cts ZZA Ri.W., 69.(,1 _, 1o.r w 6.g.og =E Io" s (es.Iq. STORM INFORMATION: HIGH WATER LINE IN DETENTION PIPING = 67.31 ALLOWABLE DISCHARGE RATES 2-YEAR STORM Qa = 0.16 do 10-YEAR STORM Qa = 0.65 ds 25-YEAR STORM Qa = 0.86 ds 100-YEAR STORM Qa =1.07 ds PROPOSED DISCHARGE RATES 2-YEAR STORM Qa = 0.15 ds 10-YEAR STORM Qa = 0.53 ds 25-YEAR STORM Qa = 0.78 ds 100-YEAR STORM Qa =1.06 cfs 0' 30' 60' 90' SCALE: 1 " 30' THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING 1-800-424-5555 A MINIMUM OF 48 HOURS TO ANY EXCAVATION. U s RECORD DRAWING CERTIFICATION 3�z�t°3 PROJECT REF: FAC 02-0031 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING BY:_� DATE: 10/34'/03 DIVISION REQUIREMENTS. TITLE/POSITION: ,/Ng'r APPROVED BY: S CONFIRMED BY CITY: DATE: DATE APPROVED: N 00 tv �r N N r W CVLL w 5 00 \ N°'o U Z vj Z Z 04 I aQWi'\ Lu cn K 3 O� V) H �J.. w W z 040a LL1 cy- = Z Q m > 3:a. LAJ Q WTZ c)cD 1OC Q Q -d- � r-- Q REVISIONS 1 SEPA 10/04/02 2 CML REV.-11/25/02 3 CML REV,-01/31/03 4 CITY REV.-02/21/03 5 ISLAND-03/20/03 6 7 8 9 10 Z 4 W�� o� ow Qo z z z a W ~O ' U<. DRW'N BY:j CHK'0 BY: DATE: SCALE: 9-10-0 1 „ =30, PROJECT 02509510 C6of7 rr Off 0 17 Of 15 CB 4 RIM 68. 71' SE /E 65.79' 12" CONCRETE NOT ABLE TO SEE NORTHERL Y-- SSMH RIM 69.49',Sl rOP OUTSIDE OF 12" CONCRETE PIPE 65.69' 0 Z " STORM PRA/N MAN HOLE ---- - RIM 68.44' NIE 65 83' 8" CONCRETE Q SE IE 65.80' 8" CONCRETE NW It.'65.66' 6" CONCRETE `3:`fir SW IF 65.66' 6" CO3kCRF7E E IF 65.70' 8" CONCRET Z a D m 0 2' TYP � NI RIM 68.57' _ !! T Y T S IE 66..51' 8" C N R -�_ CU4B CL°i Gv?d Cils' "°d ;' - L1ik'B GU � VfP,rICA CURB CB ...- Ramat Cues m - 2 pE{_-- -- zAty SE IE 66 95' B" C CRETE SAN IE 65.90' 8" CONCRETE - -- SAN ---"------• .__�_______.__�______. SP,Iti ' "Oil S�I>�H � F � � 15TH STREET NE L:e f, RIM 68.48' STOI'M DRAT i MAN HOLE I RI,�! 6t� r39' � RIM 68.44' fs'tM 68.12' CENTER LINE OF CHANNEL IE 65.70' Cd !V IE 65.52' 8" CONC.R'"rE /�Rbll 6863' - --� - - - NE IE nFLASTi r / N IE 66.17' 8"LONCRE , t'" 66,1 U' 6' Pc AS PC vERlt At �Na - ry a ' d •' f ' ..�..� a^ .�• ��Q.�ITRi�T-E�tla! --- - '-'-- _. 4, � - Aot�, { LOCATION, SIZE AND INVERT ELEVATION1 I o ,X x �soX °80X - __- ---- - - - ' • 1 I i SANITARY EF Tr/5.38 � tCONIoIE6" 6 ASPH. """ -,... 1 `' � ♦ Y. .2, i°:1N i ..,... ,„:w ., rCFJ 0nB,2x R RfM 69.31 ' y' i E IE 65.96' S" CON E C8 41' 6A15 EAD SHALL BE RIM 6B.r u :Fass s xac se° rdABLE TO SrE WESTERL fE , �$' 6" PLA5IIC + �H r ?}+E cur sj c R • .. „ (NS LED BY GAS C�aANY. k.; �7 /� s :., :: AS NOTE � toy 2` SE IE ' 15'" PLASTIC a E� N.JE 6 5,6 PLAs,Ic - SANITARY (, Si►w►1p 1 I . ':{ E ` ce IE ss 'LAST R0U� 1 aox C f'IM 69. ppgg „" r 1' x 2' Q�ti aE IE 67.15 ""CQ � iWIY � Z uft v 8W IE 6727 12 C E ASPH. �, _ I I FF 70.00 1 LF 2" TY j scaJAt y fvl-. •.••,. '.."� ~r•_.. �- t -'m\ K COPPER » cS� ' ATER 2 SERVICE SADDLE > i RIM 69.97' .. 90' BEND W/ Yv 4' 12" C C SE /E 66'.04' 12" CONCRETT REFER TO FIRE PREVENTION THRUST BLOCK DEDUCT METER FOR I: • l i C17 . C dCR£ c o 4'W rE 66.,6' ;Gr <. PLANS FOR LINE SIZING RE: WATER-01 Ru✓ 69.79, vwL, " IRRIGATION. REFER �0} ; 1 N IE 66.33' STORM D,4A/N MH {` 50LF 1X2 TYPE IRRIGATION PLANS FIRE PREVENTION LEAD TO DOUBLE CHECK S IE 66. 54' *� �., RIM 69, 92' , I W IE 68.02' 12" CON'. ( VALVE ASSEMBLY INSIDE BLDG, PROVIDE 'K' COPPER ADDITIONAL INFORMA 0 7 OS & Y FITTING ON OUTSIDE WALL WATER LEAD 112" WATER METE . ~ RE: P1.1 FOR CONTINUATION u FacuauN E: WATER-14 1 { z FUEL TAN' ,. TERMI �SANIT�R 1 -� cn �- iva Bvx �c f �/ •' t,+ 1 "DOMESTIC WATER » 1 ° LIN' H l.[. 1 � v AN 06A5 MEJER ! TERMINA EXIST* / LEAD. RE: P1.1 FOR 1X� (- 5 I •' I { 1`- 1 SERVICE TEt ,_s- � S�yICE W,,* PLUG ,-- --` p CONTINUATION SADDLEU?- `� �� V » , _f� �.- ,!� CWEra .. l OLF 1X2 TYPE K AP EXIS II 2" I • I NF Ct U _,...:. PER WATER LEAD / ERVICEI t '•. c3' k,AliKFR AiAYX-n'lyi •a" q (dY7E(fF ^E 1 •-..I N fE 6725' 8" CONC E« H.; ' - i ;EE WATF R NOTE # 11 ASPP OPOED `FIRE HYDRA�T 1 I ".. ' ASPH, 1 RE. !R 3 G oV W �IT`"x6 z "REDUCER, 6" G - '�3uK.p IiJ V w�*N NaW VALVE AND BOLLARDS ONNECTION TO �„3/4 T P » ISTING GAS MAIN $ D I I L BE MADE BY �"� WATER MAIN' AIN 1 RIP&, Box cb i PONER WATER 03 art .... . ... ....� � � ����� P ,/� !•. j , i 1.4 I v zi, \� .. 15' WIDE WATER WET TAP CUT -IN -TEE (ONLY BY APPROVAL OF DIRECTOR OF FLANGED PUBLIC WORKS) COUPL�BOTHDENDS) 2' TYP, GATE VALVE J FL x MJ TEE FL x FL TAPPING VALVE FL x MJ ASTM APPROVED VALVE AND SLEEVE SHALL BE TAPPING SLEEVE SUPPORTED AND BACKFILLED AS (12" DIAMETER AND SHOWN BELOW -RIGHT. UNDER SHALL BE STAINLESS STEEL). 2' TYP. 1 /3 DIAMETER OF PIPE PIPE I T•{ttSS• 2 i{•• S V :4 �4{. i{• 1{! { i{• i{Li:...{.. •4i`T•NIL:'t,%V{5'j ti{yt y' • 1, CONTROLLED DENSITY BACKFILL I--- 2, Y 2 POURED WIDTH OF TRENCH, TWO SOLID BRICK SUPPORT FEET PAST VALVE FLANGE UP TO 1/3 DIAMETER OF PIPE CONCRETE THRUST BLOCK NOTES: 1. 1 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 3, MJ CUT IN TEES SHALL NOT BE 2. CONTROLLED DENSITY BACKFILL IS A PERMITTED. PLANT MIX CONSISTING OF : 3100E 4. SUPPORT VALVE AND SLEEVE SAND, 450# WATER, AND ONE SACK CONTINUOUSLY THROUGH INSTALLATION. (94#) OF CEMENT. CONNECTION TO EXISTING WATER MAIN DETAIL 1 SCALE: NTS ?UU3 t5: 11 :3t t4l3S:T ems,.- �r` %'1 '- MAIN EASEMENT A; H. KI / ; mom Lw TLC ..m." iRMI67.94' -- _ SE /E 65, 06' 8" CONCRETE 77 CURrUT v�ancA� _ W lE 68.60' 6" PLASTIC SSMH '� RIM 70.� RIM 68.66' S IE 6R5.9' 8" CONC.RE �t \ ` IE 63.79+a 14TH STREE N E E IE 65.9�' �, PLASTIC +, 4 _____.�_ __. w _P__A� E 64, 38� S A N- C8 8"APPING VALVE. RIM 70.78' --- - - � STJ +, DRAt;d Afy HOL ' NW ;E 68.49' s" CONCRETE l . "4..a WET TAP TO EXISTING 1. Ski' iE 68. 3o' 8" PLAS?C RIM 7 7 ` ruan � L eox � 16" MAIN, CONTRACTO. vf£68: '6" NE iE 0 36' 6PLASTC a,- !F U8.TO FIELD VERIFY SIZ SE iE 683G' 6" GOrvC6ETc" fi8,13' AND LOCATION. ;i fh W IE 2 22' 6" a f, \ \�ti . ti c- FINISH GRADE �1_ .a . PROVIDE ETHA FOAM 220 AND SAND BETWEEN PIPES --- 12" MIN. NEW WATERMAIN-J \ 22 1 /2' BEND (TYP.) WATER CROSSING DETAIL DETAIL SCALE: NTS PIPE CROSSING OBSTRUCTION 3'-0 MIN. (TYP.) THRUST BLOCKS 2 0 y h T P 6" R CONFORMING GENERAL NOTES: 1. VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. I 2. UTILITIES SHALL END 5 FEET FROM THE BUILDING UNLESS NOTED OTHERWISE. 3. PROTECT AND MAINTAIN CROSSINGS OF OTHER UTILITIES. 4. REFER TO CITY OF AUBURN CONSTRUCTION STANDARDS FOR ALL REFERENCED STANDARD I-ISsMH ° DETAILS THAT DO NOT APPEAR ON THIS SHEET. RIM 68.60' N IE 64.14' I" 1E 6,'.84 SANITARY NOTES: I 1, ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE RIM 68.61, N !E 66.39' 6" CONCRETE SANITARY SEWER ARE PROHIBITED. N IE 65.59- 8" CONCRETE 2. TEST THE SANITARY SEWER FOR LEAKAGE IN ACCORDANCE WITH MUNICIPALITY REQUIREMENTS, P NW IE 66.49' ONCRETEE THE INSPECTOR FOR THE MUNICIPALITY SHALL BE PRESENT DURING TESTING. " I ! S IE 66.6' a" CONCRETE 1 � ! SW fE 66, 60' 6" CONCRETE 3. DETERMINE LOCATION OF FURTHEST UPSTREAM SIDE SEWER CONNECTION TO SANITARY LINE S IE 6514' 10" CONCRETE WITHIN ALLEY OFF OF I STREET. TERMINATE EXITTING SEWER A MAXIMUM OF 5 FEET WEST E IE 66.51' 6' PLASTIC OF FINAL SIDE SEWER WITH A MANHOLE PER CITY STANDARDS AND ABANDON REMAINDER OF I EXITSING SEWER. I GAS NOTES: !�I 1. THE GAS COMPANY WILL PROVIDE THE GAS SERVICE TAP, INSTALL PIPE TO THE BUILDING i AND INSTALL THE METER AND REGULATOR. Z I WATER NOTES: 4 1. ALL CONSTRUCTION OF PUBLIC WATER FACILITIES SHALL CONFORM TO THE STATE OF WASHINGTON CONSTRUCTION STANDARDS AND THE CITY OF AUBURN DESIGN AND i � 1 I CONSTRUCTION STANDARDS. I 2. INSTALL WATER MAIN WITH A MINIMUM OF 3.5 FEET (42") OF COVER. I� 3. PROVIDE A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION AND TEN (10) 1 FEET OF HORIZONTAL SEPARATION BETWEEN THE WATER MAIN AND ALL SANITARY AND STORM I SEWERS 4° CENTERLINE OF PIPE SHALL BE TEN (10) FOOT MINIMUM DISTANCE FROM BUILDING 1 I STRUCTURE. j 5. FIRE HYDRANTS LOCATED ACROSS DRIVES ADJACENT TO THE BUILDING SHALL FACE TOWARD I i THE BUILDING. FACE OTHER HYDRANTS TO PROVIDE OPTIMUM ACCESS FOR HOOK-UP. ' i 6. A FIRE SPRINKLER LINE REQUIRES A SEPERATE DETAILED PLAN APPROVED BY THE FIRE I MARSHAL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. I I 7° INSTALL CONCRETE PADS FOR ALL HYDRANTS IN NON -PAVED AREAS. REFER TO AUBURN { I STANDARD DETAIL W-07. 4 8. PROVIDE THRUST BLOCKS AT ALL WATER MAIN BENDS, PLUGS AND TEES. t M 9. THE CITY OF AUBURN SHALL INSTALL WATER METERS. 10.INITIAL TEST OF THE DOUBLE CHECK VALVE ASSEMBLY TO BE WITNESSED BY CITY OF `n � p AUBURN WATER DIVISION PERSONNEL. 1 1. CAP EXISTING 2" WATER LINE WITHIN ALLEY AT SERVICE METER. A BLOW -OFF MAY BE I ` REQUIRED IF CIRCUMSTANCES WARRANT. STORM DRAIN MAN HOLE RIM 68 27 ' j N IE 64.69' 10" CM.-RETE FIRE SPRINKLER NOTES: E IE 64.61' 10" CONCRETE NE IE 65.64' 6" CONCRETE { S IE 65.59' 6" CONCRETE SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: I NW IE 65,21' 8" CONCRETE" + NYY /E 651 5' 8" COWRETE 1. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. / 2. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES, / 3. 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 REQUIRED FOR REPAIR. I _ MATERIAL NOTES: WH 1 6 E 62.2.43' ALL MATERIALS SHALL MEET THE MINIMUM REQUIREMENTS OF BOTH THE STATE OF ff 62.44' IF 62.64' WASHINGTON STANDARD SPECIFICATIONS AND CITY OF AUBURN DESIGN AND CONSTRUCTION STANDARDS. WATER MAIN: ALL WATER PIPE 6" AND GREATER SHALL BE DUCTILE IRON CLASS 52, AWWA C151, WITH CEMENT -MORTAR LINING MEETING REQUIREMENTS OF AWWA C 104. ALL WATER PIPE 2" AND SMALLER SHALL BE TYPE 'K' COPPER CONFORMING TO ASTM B88M. 1XZ" SERVICE SADDLE SHALL BE DOUBLE STRAP AND SHALL BE FEMALE IRON PIPE THREAD OUTLET. SANITARY SEWER P PVC TO ASTM D3034 CROSSING SCHEDULE: �- SANI ARY SEWER I E SHALL BE SD 35 1U BOTTOM OF 6" STORM 65.15 TOP OF GAS 64.10 OF 6* SANffAfW-- 65.64 c _ __ _ 64.60 Z THE CONTRACTOR SHALL BE FULLY RESPONS 13 BOTTOM OF GAS 65.50 FOR LOCATION AND PROTECTION OF ALL EXIS TOP OF 12" STORM 64.42 UTILITIES. THE CONTRACTOR SHALL VERIFY A UTILITY LOCATIONS PRIOR TO CONSTRUCTION 0' 30' 60' 90' CALLING 1-800-424-5555 A MINIMUM OF 4 n4 BOTTOM OF 12" STORM 64.74 SCALE: 1 " 30' HOURS TO ANY EXCAVATION. TOP OF 8" WATER 63.70 (REFER TO DETAIL 2/C7) U5 BOTTOM OF 12" STORM 64.75 TOP OF 1 1 /2" WATER 63.70 Oi3• Ttow` a P 10" 41bR.Mp ( 4. 89 Top of g" WAIM 63• fG (kE P&Q, To DOM L. 2.1 G-2) 0 7, _- 00 i n N 00 to N In -1 N N �+- c ?� V) Dco U Z Lu0N zw Z00 I Q ul �. Lj N K304 O L)j - FW- J W WZ cr Q N m a. L0 (\ LLI li ® Z c®0 00C.O Q Of _ �LvQ a. V)>? Lv <C J yam REVISIONS 1 SEPA 10/04/02 2 CML REV. - 11/25/02 3 CML REV.-01/31/03 4 CITY REV.-02/21/03 5 ISLAND-03/20/03 10 Z •j to W W tD 0r 0� �o z z g a� W�� ., RECORD DRAWING CERTIFICATION DRW'N BY: CHWD BY: PROJECT REF: FAC 02-0031 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR CONFORMANCE DATE: SCALE: WITH THE CITY OF AUBURN'S ENGINEERING 9-10-02 1 "=30' BY:� , DATE: 10/3v/O DIVISION REQUIREMENTS, ^ PROJECT TITLE/POSITION: E� N APPROVED BY: Cp 9 � 02509510 CONFIRMED BY CITY: DATE: DATE APPROVED: ,3- 7 44_03 C7o" 0110 17" LAND50APE NOTES I. 6ENERAL CONTRACTOR TO CLEAR AND 6RUB ALL NEN LANDSCAPE AREAS AND SET 506RADE5 AT 8" MINUS, FIN 15H ELEVATION. TOLERANCE FOR 906RADE5 TO BE +/- 1/10'. 2. LANDSCAPE Gat i TOR SHALL. 56ARIFY 9AWZADE5, PLACE b" OF SPECIFIED 501L MIX A V 5 IN ALL IEW PLANTIN6 AREA5 AV Tt Y ROTOTILL THE 50L/AMEN7MENT5 INTO THE 5UB6RADE PER THE SPECIFICATIONS. ADD ADDITIONAL TOP501L REG UIRED TO FILL RA15M PLANTERS TO WITHIN 2" OF T.O.G. 5• NO PRE t�IERBICIDE5 SHALL BE APPLIED TO ANY bid COVER BIED5. 4. REFER TO CIVIL EN&INEERIN6 DRAWIN65 FOR 6RADIN6, DRAINA6E AND UTILITIES INFORMATION. REFER TO ARCHITECTURAL DRAININ65 FOR 51TE LAYOUT. 5. 6ROUND COVER TO EXTEND UNDER ALL TREE AND SHRUB CANOPIES, AT THE SPECIFIED 5PACIN6 TO PROVIDE 50LID COVERW, KTHIN 5 YEARS, IN ALL PLANTIN6 BEDS DE-516NATED TO RECEIVE &ROUND COVER. PROVIDE FULLY AUTOMATIC IRR16ATION SYSTEM FOR ALL NEM LANDSCAPE AREA5. i. ISRaM C VLR PLANT ONLY, WITHIN 36" OF FIRE HYDRANTS. THE ZONING INSPECTOR SHALL BE NOTIFIED OF ALL REVISIONS TO THE SITE OR LA D50APE PLAN PRIOR TO INSTALLATION. NO 505TITUTION OF PLANT MATERIAL OR SIZES, WITHOUT WRITEN PERMISSION OF PLANNING DEPARTMENT. PLANT SCHEDULE SAN )F CHANNEL IE 65.70' :.CURB C'U7 ° < d a . . a' a - ° '° e C5_4'E 27271' 17, 1 °, SAN — 0 EA — m PO-- -- — — — —— 6 PL 6 CH NJ THE SEMER LINE LEAVES BUKDINC 6.0' RAIN NORTH OF THE SOUTNEST CORNER 5 PO — 1 ° ° �0F a EA 51'MBGL BOTANICAL NAME / COMMON NAME 51ZE NOTES • CA Pt U5 BMU5 'FA5TI61ATA / COLUMNAR EUROPEAN HORNBEAM 1-5/4" GAL. Bt8 • ACZR TRW.,ATUM X A. P. ' / PACIFIC SUNSET MAPLE 1-3/4" GAL. BOB • PINU5 H16RA / AUSTRJM PINE 6' HT. 134 B PtNVS FLEXILIS 'VANDERY40LF'S PYRAMID' / VANDERWOLF5 PINE 6' HT.NP BBB 0 CH 015TU5 HYBRIDUS / WHITE ROCKR05E 5 6AL. CONTIANER, 4' O.G. PO 'OTTO LUYKEN' / OTTO LUYKEN LAUREL 5 6AL. C NTIANER, 3' D.G. EA EUONYMU5 ALATA 'GOMPAGTA' / DWARF WINGED EUONYI-15 5 GAL. CONTAINER, 4' O.G. 515 5PIRAEA J. '601-12FLA W / DWARF 5PIR.AEA 2 6AL. CONTIANER, 3' O.G. PF PHOTINA X FR.AZERI / PHOTINIA 5 6AL. CONTIANER, 4'O.G. PL PRU%6 LUSITANICA / PORTU6AL Lk1REL 5 6AL. CONTIANER, 4' O.G. BV BEReEER15 VERRRUCUL05A / WARTY BARBERRY 5 &AL. CONTAINER, 4' O.C. jp JUNIPERS PROCLMM* / JAPANESE JUNIPER 2 6AL. CONTIANER, 4' O.( . o PAH PEIt5ETUM ALOPEGUROIDE5 'HAMELN' / DWARF FOUNTIAN 6RA55 16AL. 24" D.G. FRA6ARIA GHIL 5 / SAND 5TRAHBERRY 16AL. 36" O.G. CONTONIEEA5TER DAMMERI / BAARBERRY COTONEA5TER I GAL. 36" O.G. via , ., V � . , Nell ._ -•e ! ��oe F*VAR oer� c, ' • i�--It dip a Wit; - 0 PROJECT REF: Fkc •z - •odl THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MI>'OMILIM LANDSCARIG REQUIREMENTS Approved by. b ' Date Approved: Cm' L' ps .e,�6.- e.R•/ SAN „PO 15TH STREET NE I � jP 5 FA � � � 3 � � � 3 EA I r 6 E2---------- . « ;sqU : 41 ib P � cc,�//�/ • SS/17T7 RIM 70. ' IE 63. N E 64.38 5 PL 1- 4 PL L 2 PL' 4 PL 2 PL SAN Q EA 12 PF 30; 0 - �S`�E 5E R �p� SAN as I DRIVE THRU 26 PF 4 _ 0 a ° � e �A d SEVER STRUCTURES FOi11V0 IN THIS AREA — 2" W 4 v «1 6 PO 4 a - TYPE III L APE �y . 12 PF Gd G d a . a: •MAI4 e %� It7 • oft _ Record Drawing Certification THESE DRAWOGS TO THE CONN7RAC70R^S CONSMUCRON . By Date Tithe ConfAmad by LYty.. Date 1 OVA w►/� :: .fib •�, ■ � �- : � ..� 4TH STREET NE SAN .r 0 10' 20' 40' 80' SCALE: 1" = 20' - 0" I.; CU N a) v ..r X.. N LaX in U 1-a 1Al z3N i. 3 W A _ V era C 1 I z ON U I..tJ z L3 0 D z -J ff /^oLLI ULj W W Cam'=Z Q co, LD ..ICU I('')I* tj_jn y~ 0 A _j ZQc aW on z H Z z J a. W N H _jJa u « LQ�E CHK'B BY« Lan dscapeArchitecture MW SCALE- V13M 600 North 85th Street , Suite 102��T Seattle, WA 98103-3826 Telephone 206 782 3650 --39 Facsimile 206 782 3675L= NTS e k� s_ o1.4 O " o NTS 2" DIA. "BVC" LODbEPOLE PINE TREE 5TAKE-5 WITH 6" CONICAL POINT 56" DIA. TREE NELL5 IN LAIN AREA5. FILL WITH 2" OF 5PECIFIED MULCH BAGKFILL PIT WITH 50% TOP501L AND 50% NATIVE 501L. ADD 5PECIFIED FERTILIZER TO MIX NOTE: 5PACIN6 TO BE TRIANIS. PER 015TANGE 5HOHN ON PLANT 5CIED11LE GONGRETE CURB - A5PHALT PAVI % I►FR PROJECT REF: fte 6t-gl al THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S Mli+tiAW LANDSCAM REQUIREMENTS Approved by. Date Approved: Oa' 2{'a''a r&, 2 X R00T8ALI. DIA. NTS REMOVE A DITOA& A51PHALT A5 REQUIRED TO IN5TALL IRR16ATION HEAM ADJACENT TO CURB A5 5PECIFIED E5TABL15H GROHN A5 INDIGATED 500 OR MULCH PER FLAN 5 0" MILGH-1" _1 f •� �I t � ! 4 �r ar Record Drawing Certification Twx MAMOGS COWORM TO THE CON7RACTi7R S CONi,SIM)CWN RECORDS By Dote Titie/Poeition Cmnfimwd by city Date BARK MULCH MR 51PE65 BAGKFILL TO CON515T OF TOP501L PER 5PEC5. ADD FERTILIZER PER 5PE05 i I i • jl + V. 42 _.• ♦• COMER TREE PLAN11NG FITS 9mm TRUNK NTH DOU91LE STRAW OF 14 6AUISE 6ALV. MW YftA PED IN CLEAR VINYL. T1M5T T76*IT 2' DIA. "IBVV L006EPOLE PIPE TNT STAGzs NTH 6" 00HICO V. I'DNIi' 004OVE TOP 1113 OF BURLAP. MD40YE NRE $A5KET5 2* $NAG MLCH Lan dscap eArchitecture Wm it OW11111mm 600 North 85th Street , Suite 102 COMFM N0• 4W Seattle, WA 98103-3826 Telephone 206 782 3650 FacsimHe 206 782 3675 n N iA t4 ruv (U x CU I-C W f` CK W � U t4 i- (U W+ > l.l_I � B � 2 3 in Iy- V J = fit Q .1,— ( M CL W 111! f— Z 0Q0 1:3 Z I 0 W z > W W LD I©Pq • do C © MIT Im PROJECT 2002-39 Lm.2 SAN SAN MNEL IE 65.70' P1�='E SIZINC-7 TABLE PIPE 51ZE MAX I MW GALLONS PER MINUTE f 67.P.M j 3/4" CLA55 20+0 UP TO 10 6.P.M. I" CLA55 200 UP TO 16 6.P.M. 1-1/4" CLA55 200 UP TO 26 6.P.M. 1-1/2" CLA55 200 UFO TO 35 6.P.M. 2" CLA55 200 UP TO 55 6.P.FT PLACE MAINLINE WITHIN WAI.67REEN5 PROPERTY W w RRI COATI ON SCHEDULE .. 5Y1vWL DESORIPTION P.5.1. RADIUS &.P.M. 015 RAINBIRD 1606-5AM-PR5-15F, 6" POP-UP SPRAY 30 15, 5.1 .,n. 15 RAINBM I 5AM-PR5-15H, 6" POP-UP SPRAY 30 51 I b5 L 15 RAINBIRD 180&-SAM-PR5-150, 6" POP-UP SPRAY 50 15, OA3 '. 15 RAINBIRD I806-5AM-PRS-15VAN, 6" POP-UP SPRAY 50 15' 1.85 012 RAINBIRD 1806-5AM-PRS-12P, b" POP-UP SPRAY 50 12' 2 .60 a 12 RAINIM 1606-5AM-PP5-12H, 6" POP-UP FRAY 30 12' 1.30 d 12 RAINBIRD 1806-5AM-PR5-120, 6" POPS' SPRAY 30 12' 0.b5 12 RAINBIRD Ib06-5AM-PR5-121/AN, 6" POP-UP SPRAY 30 12' 1.42 010 RAINBIRD IUX-SAM-PRS-IOF-LA, b" POP-UP SPRAY 30 10' 157 .a. 10 RAIWIRD I606-5AM-PR5-I014-1-A, 6" POP-UP SPRAY 30 60' 0.19 L 10 RAINBIRD 1806-5AM-PRS-100-LA, 6" POP-UP SPRAY 30 10' 0.5q I. 10 RAINBIRD ISO&-SAM-Pft-IOYAN, 6" POP-UP SPRAY 50 10, 1.22 O 8 RAINBIRD 1 AM-PRS bF-FLT, 6" POF-UP SPRAY 30 8' 151 .a►. 8 RAIN113 RD I5Ob-5AM-PR5-&H-FLT, 6" POP-UP SPRAY 30 8' 0.1101 h. 8 RAINBIRD IbOb-5AM-PR5-bQ-FLT, b" POD' -UP 5PRAY 30 8' 0.51 8 RAINBIRD 180b-5AM-PR5-8YAN, 6" POP-UP SPRAY 30 8' 1.1101 ❑ E5T RAINBIRD 1806-5AM-PR5-15E5T, 6" POP-UP SPRAY 30 4'XI5' 0.61 ❑ 55T RAINIBIRD lbOb-SAM-PR5-1555T, 6" POP-UP SPRAY 50 4'X3O' 1.21 �w: i �r • I I ',. :. f -- -- 5CH. 40 PVC 1-114" MAINLINE. CLA55 200 PVC, LATERAL LINE (51ZE A5 NOTED) - — — — — — — - I SCHEDULE 40 PVC SLEVIN6 (Thla 51ZE OF INTERIOR PIPE) SSMH RIM 70. ' & IE 63.7N� N E 64.38 • 0 10' 20' SCALE: 1" = 20" - 0" 40' N Lan dscap eArchitecture 600 North 85th Street , Suite 102 Seattle, WA 98103-3826 Telephone 206 782 3650 Facsimile 206 782 3675 N M Ln CU in v to V�. {, Z +- cy r Lli F = Q4 c�U V� N5ia • t � M• z. 0-}n M h1 .y � a z aw U z ra z z d J w w N Jam, 'Cn Qod PROJECT 2002-39 Lw3 & i 3 q 1.5 orp 17 v1q IooI,GaTlnu �� DRAIN ROCK MIN. 12" DEPTH 56H. 40 PVC, MAKIPE TM. REMOTE CONTROL VALVE COMPACT 5U06RADE PER BALKFILL 4 TREN(HIN6 5PEGIF6ATION6 PAVING SLEEVING DETAIL z LO A s AS SPECIFIED BAGKF ILL PVC SCH. 40 5LEEVIN6 MIN. 2X DIA. OF EWLOSED PIPE 2" PVC, SGH. 40 �..EEVE DOOLE CHECK VALVE ASSEMBLY INSTALL PLU65 IN TEST GOOKS, TYP. e 00° p°Q O° 0 •10 ° O O�p� ° 0%8 pOo Oo 8 0 0 i GUICK COt1PLIN6 VALVE 0 00Go O° oq bOa� o d# 16 0-40. Oo ® 0 DRAIN ROCK MIN. 12" DEPTH OR -EX FITTIN6 5PIRAL BARB 7N6S 46 PIPE (Ib" MAX) PVC, LATERAL LINE PVC SOH. 40 ELL (OR TEE) NOTE: THIS DETAIL APPLIES ONLY TO POP-UP SPRAY SPR WLER DADS. INSTALL ALL STREAM ROTOR SPRIWLER BADS ON TRIFLE 5"N6 A55EI43LIE5 TRENCHING DETAIL NTS PVC LATERAL PVC MAIN r BULDIN6 Y'IALL. AUTOMATIC CONTROL FIN15H FLOOR 2" P.V.G. 5104EEP ELL WALL MOUNT CONTROLLER 00 FIN15H 6RADE 1/2" IN LAPIN AREAS 2" IN BED ARIAS CARBON be VALVE BOX QUICK COUPLING VALVE 0 RR 1 OAT I ON NOTES GAACK COL PLIN6 VALVE PEA GRAVEL 6ALV. NIPPLE (5) c5ALV. STREET ELLS PVC, FITTIN6 PVC, MAINLINE E h Cd 00 u� ti tU .., X ta.. W a U N > Xao Lj 0 � J v S tit ICU O QN I~ � W Cn F Z �. 0 0 .� D Uj W i.i n T� A Y Vl W Q z > 0 WELF•-- LD I CD LandscapeArchitecture WAK K &VJMBVM 600 North 85th Street , Suite 102 CGUMh NO. 4W Seattle, WA 98103-3826 Telephone 206 782 3650 Facsimile 206 782 3675 >�t !U:- SrK i6ZE- r PROJECT 2002-39 L=4 OYO 1748 w w Q n Q G1 W 0 SECTION 02900 LANDSCAPE PART 1 GENERAL 1.01 SUMMARY A. Furnish all materials, labor, equipment, and related items necessary to complete the work shown on the Drawings and/or Specifications. The items of work to be performed include but are not limited to: 1. Treatment of subgrades. 2. Excavation, filling, and grading as required for subgrade preparation and topsoil installation. 3. Topsoil placement, and spreading. 4. Protection of existing plant material to remain. 5. Fertilizers and soil amendments. 6. Finish grading. 7. Planting of specified plant materials and sod lawn. 8. Tree staking. 9. Mulch layer. 10. Warranty/guarantee, protection, and maintenance. 11. Proposal for one-year maintenance of landscape and irrigation installation. 12. Provide all necessary equipment for watering until Final Acceptance and the end of the maintenance period, for establishing all lawn areas and planting material. 13. All other related items required to complete the work in the best -accepted trade practices. 14. Coordination with separate contractors. 1.02 RELATED WORK A. Section 02200 - Earthwork B. Section 02810 - Irrigation 1.03 DEFINITION OF TERMS A. The term "General Contractor" as used in this Specification Section to refer to General Contractor for project as selected by Owner. 1.04 SUBMITTALS A. Three (3) copies of all submittals to Owners representative for review and approvals. B. Prior to purchasing any materials, submit a list of all materials. C. Within 30 days of award of Contract, submit documentation that all specified plant materials have been ordered and secured. List supplier names, addresses, phone numbers and the storage/growing location of the materials. D. Topsoil mix laboratory testing for fertility, pH, and soil amendments. E. Half gallon size representative sample of each topsoil mix and mulch. F. Planting schedule indicating anticipated dates for planting. G. Provide a one-year maintenance proposal with specifications, outlining the scope and frequency of work to be performed, with the landscape bid. Identify as a separate cost from the construction bid. 1.05 QUALITY ASSURANCE A. Supplier and installer to be a "specialist" in landscape installation, and have a minimum of five (5) years experience installing similar work. B. All work to be performed by a single firm. 1.06 DELIVERY, STORAGE, AND HANDLING A. Delivery. 1. Protect plant material during delivery to prevent damage. Protect trees during transport by tying in branches and covering all exposed branches. 2. Protect sod during delivery from drying out or becoming contaminated. 3. Fertilizers to be in original unopened labeled containers, each bearing the manufacturers guaranteed analysis. 4. Pesticides and herbicides to be in original unopened containers labeled with Environmental Protection Agency and State registration number and manufacturer's registered uses. 5. Acceptance of plant material with be after delivery to the site and verification of undamaged conditions. 6. Deliver ail plants with legible identification nursery labels. a. Label trees, bundles of like shrubs, perennials, and groundcovers. b. State correct plant name and size. c. Use durable waterproof labels with water-resistant ink, which will remain for at least 60-days. B. Storage: 1. Protect plant and sod from rain, sun, and drying wind. 2. Keep fertilizers in dry storage and away from contaminants. 3. if balled and burlap trees and shrubs are on -site for more than twelve (12) hours, they must be healed in. Maintain and protect plant material not to be planted within four (4) hours in a safe, healthy, vigorous condition. Any and all plant material that is not properly stored, will be rejected. Replace the rejected material at no extra charge to the Owner. 4. Do not store pesticides and herbicides with any other landscape materials. Store in separate secure structure or vehicle. C. Handling: Protect plants and sod from injury during handling and transportation. 1.07 PROJECT SITE CONDITIONS A. Environmental Requirements: 1. Do not perform planting when ground is frozen, snow covered, muddy or in an unsatisfactory condition. 1.08 COORDINATION, SEQUENCING, AND SCHEDULING A. During the entire construction period, coordinate, sequences, and schedule all work to avoid interference with the work of other contractors. Schedule work hours, staging areas, access routes, parking, utility connections, and similar items, under the direction of Owner and General Contractor. B. Coordinate, sequence, and schedule with Owners representative for all reviews. C. Coordinate ordering of all materials immediately following General Contract award. Assure that specified sizes, quantities, and the like are furnished and installed. 1.09 PROTECTION OF WORK, PROPERTY, UTILITIES AND PERSONS A. Provide protection of all property, persons, work in progress, utilities, walls, walks, curbs, paved surfaces and all survey markers and monuments from damages incurred arising from this Contract. Pay for any such damage at no additional expense to the Owner. B. Verify locations and protect all underground utilities prior to commencement of work. Existing known utilities have been shown on Engineering or Survey Drawings. Promptly notify the General Contractor of any conflict between proposed work and obstruction(s). Adhere to all applicable code requirements regarding the setback of trees and shrubs from utilities including fire control utilities, water lines, storm water lines, and sanitary sewer lines. C. Save and protect all existing plant material noted on the drawings to remain. 1.10 PERMITS, CODES AND ORDINANCES A. Obtain and pay for all necessary permits and fees as required by applicable codes and ordinances for this work. B. Comply with all applicable codes, regulations, and ordinances which pertain to this work. 1.11 SUBSTITUTIONS A. Proposed only at the time of submitting documentation of ordered material. B. All proposed plant material substitution requires written proof from at least five (5) major plant supplier sources that specified material is not available. C. No materials substitutions to be made without written approval of Owners representative ,� PLA+W*r4G >D 71 1.12 PLANT MATERIAL REVIEW A. Owners representative will inspect all plant material at the job site. All material must be reviewed by Owners representative prior to planting. Trees must be untied and separated for reviews. Owner's representative reserves the right to refuse any/all plant material, which does not meet the requirements of the Drawings and Specifications at any time prior to Final Acceptance. Remove rejected plant material immediately from the site. 1.13 LAYOUT A. Verify the location of all elements of the landscape installation prior to installation. Owner's representative reserves the right to adjust the locations of landscape elements during the installation period as appropriate to the job. ADiV&r04&ff op LO[Anwj So%sem To (t %&.v R*Y CAIV PtA4" D6F^JM'rMGrtr TO WbO" Cove M­1110C 000 SP"A" WV►t"T*W RJ 1.14 CHANGE ORDERS A. Do no work requiring extra compensation without written approval by Owner. 1.15 WARRANTY AND REPLACEMENT A. Warranty all materials and workmanship for a period of one-year commencing at the time of Final Acceptance. B. Regrade and add or delete topsoil as required to any finished landscape grades, which have settled or become uneven during the warranty period. Immediately remove and replace any dead, damaged, diseased, dying or missing plant materials at no cost to the Owner during the warranty period. Replacement plants to be as specified and guaranteed until completion of the warranty period. If immediate replacement of materials is not possible due to reasons approved of by Owner, backfill pits with topsoil to meet finish grades until replacement planting. C. Reposition plant material that settles or shifts from an upright position during the warranty period. D. Visit the site at least once a month during the warranty period to review conditions of plant material. If unsatisfactory growing conditions are evident, notify Owner in writing immediately. In the absence of such communications, the Contractor is fully responsible for all plant loss replacements. E. Guarantee does not apply to plant materials or other work damaged or destroyed by vandalism, vehicular damage (other than Contractor 's vehicles), or Acts of God during the warranty period. It is the responsibility of the Contractor to assure that the site is receiving proper maintenance during the warranty period. 1.16 MAINTENANCE A. Provide landscape maintenance beginning at the first installation of plant material and continuing for 30-days beyond the Final Acceptance of the landscape and irrigation installation. Maintenance to include, but is not limited to: pruning, trimming, cultivating, watering/irrigation adjustments, mowing (weekly during the growing season), weeding, fertilizing, resetting of plants, removal of dead or damaged plants, restoring plant saucers, replanting, and adjustment/tightening/repairing of staking and guy supports. Spray as required to keep trees and shrubs free of insects and disease. B. Provide a one-year maintenance proposal with specifications, outlining the scope and frequency of work to be performed, along with the landscape bid. Identify as a separate cost item from the construction bid. 1.17 RECORD DRAWINGS A. Prior to the Final Acceptance of the work, provide Owners representative with a set of Mylor record drawings showing the actual location of all landscape elements. Keep a set of prints on the job site at all times for "red -lining" record information and update said information on a daily basis. 1.18 BARRIERS, CONSTRUCTION WARNING FENCING, SAFETY GUARDS, AND WARNING LIGHTS A. Provide for public, visitors', and workers' protection, as required by the Washington State Department of Labor and Industries. PROJECT REF: 0-0e61-0o31 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAING REQUIREMENTS Approved by.. As ov !ak Date Approved: Dom• ©3 Record Drawing Certification THESE DRAWNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. By Date Title/Position Confirmed by City. Date PART 2 PRODUCTS 2.01 PLANT MATERIALS O' i A. Plant materials to be nursery grown unless otherwise indicated, vigorous, normally shaped, well -branched, and fully foliated when in leaf; and free of OOo weeds, disease, insects (live, eggs or larvae), and defects such as knots, sun scald, injuries, abrasions, and disfigurement. Standard for grading is U, American Standard for Nursery Stock, current edition. Standards for nomenclature are Sunset New Western Garden Book, current edition, and Hortus C Third, current edition. 0i W ,x aQ B. Trees to have uniform branching, straight trunks (unless specified as multi -stem) and the central leader intact and undamaged. Ball and burlap � co L` stock must have been root pruned at least once in the last three years. Container stock to be fully rooted but not root bound. Grafted trees to be °, grafted at ground level. W v' Z in Z M ON C. Conifer trees to be nursery grown with uniform branching and a natural non -sheared form. Original central leaders must be healthy and undamaged. z W z Maximum gap between branching not to exceed 18-inch, length of top leader not exceed 24-inch. W W = m I > coo) D. Plant material with damaged root zones or broken root balls will not be accepted. LJ = 3 a 0 w �� E. Plant material root balls to be free of seeds, weed roots, and other such contaminants. w W U �' � o F. Container grown plant material to have sufficient growth to hold the earth intact when removed from the container, but not be root bound. Q (U 0 M G. Plant material to be from stock acclimated to Project Site environmental conditions having been consistently cultivated and grown under these conditions. Cold storage plants will not be accepted. H. Actual plant quantities shown on the Drawings by symbol prevail over quantities shown on Plant Schedule in the event of discrepancy. Determine ground cover quantities based on triangular spacing and square footage. Provide continuous ground cover installation under tree and shrub symbols indicated on the Drawings. (,DvE axaAtorV 5?rAcAw6 50Au- _-oJP6ec6W AAA- (a&APHIC Sib*W ON A Ati I. No plant size/variety substitutions without the written approval of Landscape Architect.. Pt&v.11► q. OePIPem4eW. J. Perennial plant material indicated on the Plant Schedule are a part of this contract to be installed with the other plant material. Annual plant material is not a part of this Contract and is to be installed as a part of the maintenance contract. K. Trees will be considered available if acceptable materials can be located at wholesale nurseries in Washington, Oregon, or British Columbia. Shrubs, groundcovers, and perennials will be considered available if acceptable materials can be located at wholesale nurseries in Washington, Oregon California, or British Columbia. Substitutions will not be allowed for available specified materials. 2.02 SOD LAWN VIP N A. Sod lawn to match the following seed mix: 65 percent Perennial Ryegross: Brighstar, Manhatten II E, Sherwood, Quickstart, Nomad, Cutter, Advent. 35 percent Hard Fescue: SR 3100, Aurora, Reliant, Spartan. L17 O B. Sod to be premium quality, uniform green color, free of weeds, pests, Poo annuo and disease. Sod to be a minimum of (12) months old, but not # _ more then (30) months old, and be delivered to the project site within (24) hours of cutting. ,� W 2.03 TOPSOIL 0 LL. A. TOPSOIL f-- 1. Topsoil to consist of Winter Mix as produced and premixed by Pacific Topsoils. Winter Mix to consist of 1/3 by volume sandy loam, 1/3 by volume (/} 0 V composted garden mulch and 1/3 by volume coarse washed sand. Winter Mix to be uniformly amended for fertility and pH as recommend by a current soils test from Soil and Plant Laboratory. Submit proposed amendment recommendations to Landscape Architect. lD <[ L 2. Contractor is responsible for supplying all topsoil and for determining the volume of topsoil required per the information on Drawings and in H Specifications. _ w 2.04 FERTILIZER � Q A. Fertilizer to be 10-20-20 analysis in granular form. Fifty (50) percent of the nitrogen to be derived from Nitroform "Blue Chip". Potash to be LEI ry derived from sulfate of potash. Retain all empty labeled containers as evidence of installation. LuJ Q ry Zry CD B. Agriform tablets to be 21 gram size, 20-10-5 analysis as manufactured by Agriform International Chemicals, Inc. or approved equivalent. Retain all empty labeled containers as evidence of installation. J CD Q Q Q Up z z w O ED } v O v w cv O O cry O _ � i m Z l7 J to � o Wray Q J W ALL Zw 4W W l7 A Z H Z Z Q J d UQ Wo H O � O 1f7 _J 6 H 3 as U a Q o � O d- W W OD STATE OF IIRW'N >tY CNK'D BY. / WASHINGTON SFK SL REGISTERED �Jj) D Lan dscapeAI chiteCture DATEo SCALE; 1/13/M 1'=20' MARK H. BRUMBAUGIN 600 North 85th Street , Suite 102 cER1iFICATE N0. 458 Seattle, WA 98103-3826 PROJECT Telephone 206 782 3650 2002-39 Facsimile 206 782 3675 L=5 OY 0 10) q% 2.05 LIME A. Lime to be fine ground dolomite limestone with 100% passing a #20 sieve or pellet form material. A. EPA registered and approved, of type recommended by manufacturer. 2.07 WATER A. Potable. Furnished by Owner; transport as required by Contractor. 2.08 TREE STAKING MATERIALS A. Provide 8—foot length minimum 2—inch diameter BVC Lodgepole Pine stakes, pointed at one end. Per planting details. B. Hose chafing guard to be reinforced block rubber or clear plastic hose at least ih—inch diameter, cut to lengths required to protect tree trunk from damage. 2.09 PRE —EMERGENT A. A mixture with active ingredients consisting of "a—o—a—trifluoro-2, 6—dinitro—n, n—dipropyl—p—toluidine" (1.75 percent of total mixture) and inactive ingredients (98.25 percent total mixture). Manufacturer: "Green Gold" by Lebanon Chemical Corp. or approved equivalent. 2.10 WEED BARRIER FABRIC A. Polypropylene (black color) sheet 27mils. thick, 4oz./sq.yd., grab tensile strength per ASTM D-4632; 901b. (machine direction) 50 lbs. (cross machine direction). Manufacturer: DeWitt "Weed Barrier" or approved equivalent. 2.11 MULCH D. Drainage: Notify Owner representative if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. ��il'fI�7771►[el A. Installation sod upon completion of finish grading, planting, and mulch installation. Sod installation to occur only when the soil conditions are dry and free of surface water. Prior to sod placement scarify to a depth of 6 inches any finish elevations which have become heavily compacted, then follow finish grading procedure again. Apply specified fertilizer and water lightly. Take precaution to avoid damaging grades while transporting and installing sod. Install sod within 24 hours of stripping. B. Lay sod with long edges perpendicular to slope. Alternate sod joints to form a running bond pattern. Lay sod tight with no gaps, allowing for shrinkage. Sod to be rolled with a walk —behind 200—pound roller to assure a uniform surface. Water sod with a fine spray within 2 hours of planting. 3.06 FERTILIZER AND LIME APPLICATION A. Lawn Areas: Prior to sodding apply 20 pounds of Fertilizer and 50 pounds of lime per 1000 square feet of lawn area as a top dressing. B. Planting Beds: Prior to planting apply 15 pounds of Fertilizer per 1000 square feet of planting bed area as a top dressing. C. Trees and Shrubs: Apply 2 Agriform tablets to each shrub planting pit and 4 Agriform tablets to each tree planting pit during installation of plant material. 3.07 STAKING AND LAYOUT A. After placement of topsoil, stake the location of all trees and shrubs with an approved coding system. Make required field adjustments as directed without additional cost to the Owner. Avoid obstructions such as electrical equipment, signage, lighting, view triangles and the like. B. Install no plant material prior to the verification and approval of staking/layout by Owners representative. 3.08 WEED CONTROL A. Apply pre —emergent to all shrub and groundcover planting areas to prohibit weed growth. If weed appear in treated areas during the first year, A. Mulch to consist of medium ground (3/4—inch minus) Fir or Hemlock bark supplied from a fresh wafer mill Mulch to be uniform in color and free landscaper to return to remove all weeds at no additional cost to the Owner. from weeds, seeds, stones, soil, sawdust, sticks, splinters, or toxic materials. 2.12 AN11DESICCANT A. Antidesiccant to be water —insoluble emulsion, permeable moisture retarder, film forming, for trees and shrubs. Deliver in original, sealed, and fully labeled containers and mix according to written manufacturer's specifications. 2.13 TREE —WRAP TAPE A. Tree —wrap tape to be two layers of crinkled paper cemented together with bituminous material, 4 inches wide minimum, with stretch factor of 33 percent. PART 3 EXECUTION 3.01 GENERAL A. Verify field conditions and necessary proceeding work as satisfactory toreceive work of this section. Commencement of work constitutes acceptance of conditions by Contractor as satisfactory. B. Field Measurements: Verify actual layout in relation to drawings. Make adjustments as required by Owner's representative, at no additional cost to the Owner, 5v�8c-c -m mAtwooil� Goof 11264,it"P L.*or cAV1M16 —5FAC496 C. Verify that all soil contaminants (e.g., paint, solvent, oil, grease, concrete spells, etc.) have been satisfactorily removed from all planting areas. Do not begin work until unsatisfactory conditions have been corrected. D. Dust Control: Employ measures as necessary to minimize dust. Sprinkle dust —producing soil as needed to prevent damage or nuisance to work, workers, and/or neighboring properties. E. Protect unfinished work when stopping for the day. F. Provide all necessary planting safeguards required until Final Acceptance is accomplished, or for such time as required to assure vigorous establishment of the plant material. G. Protect the public, visitors', workers', adjacent surfaces, and surrounding areas to preclude harm during work of this section. 3.02 SUBGRADING, TOPSOIL, AND SOIL PREPARATION A. Definitions of Areas: Specific material and installation procedures have been defined for (2) separate areas of the project. Refer to drawings for delineation of areas. Refer to Landscape and Architectural details for parking lot planters. 1. "Area A" includes all new landscape shrub and groundcover areas. B. Coordination and Responsibility. 1. Provide subgrades approved of by Owners representative prior to the commencement of landscape work. Subgrades to be set at 7 inches below finish elevations in "Area A" and at 5 inches below finish grade for "Area B". Maximum tolerance of +/— 1/10 of a foot for subgrades in all new landscape areas. C. Subgrade Treatment and Placement of Topsoil and Amendments 1. "Area A": Eradicate any surface vegetation rooted in the subgrade. Thoroughly scarify and rip any subgrades, which have become compacted in new landscape areas to a depth of 12 inches. Areas inaccessible to mechanized equipment to be scarified by hand tools. Remove all soil lumps, rocks, vegetation and/or debris larger than 2 inches prior to placement of specified topsoil. Place 2 inches of topsoil over the subgrode and thoroughly rototill with multiple passes into the top 6 inches of subgrade for a total amended depth of 8 inches. Place an additional 2—inch lift of topsoil over the amended soil as a surface coarse. Place additional topsoil as required to meet finish elevations in areas indicated to be mounded. Owners representative to review subgrades, topsoil placement and rototilling, and final topsoil placement prior to proceeding with subsequent procedures. B. FINISH GRADING 1. Finish elevation to be defined as 3 inches below curbs, walks and/or other adjacent hardscape for all planting beds Finish elevations refer to grades prior to installation of mulch. Finish grading to be approved by Landscape Architect prior to placement of any plant material or sod. 2. Remove all rock and debris larger than 2 inch. Lightly compact with a roller then add additional topsoil if required to meet finish elevations. All new grades to produce positive drainage and blend naturally with the existing grades. 3.04 PLANT MATERIAL PLANTING A. Protect plant materials stored on site from weather damage, construction activity and the public. Balled and burlap material which cannot be installed immediately to be "heeled in". Protect rootballs by covering with moist soil, mulch or sawdust. Water as required to keep rootballs moist. B. Plant trees, shrubs and ground cover per the planting details on the Drawings. Prune broken roots with a sharp instrument and thoroughly soak root balls prior to installation. Roughly scarify sides of planting pits. Install plant material high enough above finish elevation to allow for settlement and mulch. Water plant pits thoroughly midway through backfilling and add Agriform tablets. Water again upon completion of backfilling. Finish elevations, upon completion of planting, to afford positive drainage away from the crown. Plant material that settles or shifts from an upright position during the construction period to be repositioned or replanted as required. C. Stake and guy all trees per planting notes and details as indicated on Drawings. Double stake all conifers 10—foot high or smaller and deciduous trees with a 3—inch or smaller caliper. Triple stake all conifers larger than 10 feet high and ail deciduous trees larger than 3 inches in caliper. Remove all stakes at the end of the one—year warranty period. 3.09 WEED BARRIER FABRIC A. Apply fabric to all shrub planting areas below the mulch layer. Do not install weed barrier fabric in areas to receive groundcover or sod. - 3.10 MULCHING A. Apply a 2—inch level layer of specified mulch to all planting beds and tree wells upon completion of each planting area. B. Do not place mulch against trunks or stems. C. Uniformly edge beds of individual planting to provide a clear—cut division line between planting areas and adjacent lawn. Form bed shapes as indicated on the Drawings. 3.11 ANTIDESICCANT A. Apply antidesiccant per manufacturer's written specifications. 3.12 PROTECTION A. Provide all necessary planting safeguards until Final Acceptance is accomplished, or for such time as required to assure vigorous establishment of the Plant material. 3.13 CLEANUP A. All paved surfaces and planting areas to be kept clean of soil piles, debris, containers, etc. on a daily basis. Remove all excess waste material daily. B. Sweep and wash "spotlessly" clean all building, walls, paved surfaces, signage, and lighting affected by landscape work prior to Final Acceptance. 3.14 FINAL ACCEPTANCE A. Final acceptance of the landscape work in this Section will be made by Landscape Architect after an inspection to determine 100 percent completion of the Contract work, all punch list items, and the project is accepted as complete by Owner. The date of Final Acceptance constitutes the beginning of the one—year guarantee period and the beginning of the 30—day required maintenance period. END OF SECTION PROJECT REF: I�Aao L— oe31 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAING REQUIREMENTS Approved by. As x6yn Date Approved: 03•'� Record Drawing Certification THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. ay Date Titie/Position Confirmed by City. Date STATE OF WASHINGTON REGISTERED Lan dscapeArchitecture MARK H. BRUMBAUGN 600 North 85th Street , Suite 102 CERTIFICATE N0, 458 Seattle, WA 98103-3826 Telephone 206 782 3650 Facsimile 206 782 3675 in to cu N ... x � 1­_o` D W N o Z am W UZ F. (U 0Fzl1 H W W=CU > Co I N Q Q r� Dt 0 W �- J W W (� = = Z U Q� r,r-I3 (U W = Q CU M D_ CIO Z a Li i� 0 U. V c�Qc� i— W �0 � rz--r LU W Q 91. Z > .� W Q Q CD CD Z 3�< J 93 > ID v V p o 0O mO EJ N N m i cu IM -r u� Z- L3 _J H H ti 0 Wray (a -1 W A� Zff QW W L3 Q Z H Z Z J IL 0Q W0 H O H O Lo H Cu J J o H 3 � U 0 Q o � I,_ N (D DRW'N BY, CHK'D BY; SFK SL DATEi SCALE; 1/13/03 1'=20' PROJECT 2002-39 L=6 W w SECTION 02810 IRRIGATION PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and related items necessary to furnish and install a complete irrigation system as shown on the Drawings and/or Specifications. The items of work to be performed include but are not limited to: 1. Trenching and backfilling. 2. Irrigation sleeving under pavement and thorough walls 3. Tunneling under existing sidewalks and cutting/patching of existing asphalt paving as required. 4. Pipe, sprinkler heads, quick couplers, fittings, valves and valve boxes. 5. Irrigation controller and valve control wire. 6. Irrigation meter and backflow device. 7. Balancing and testing of system. 8. Protection and/or repair of existing irrigation system and planting. 9. Warranty/guarantee, maintenance and protection. 10. Record Drawings and Owner training and instruction. 11. All other related items required to complete the work in the best -accepted trade practices. 1.02 RELATED WORK A. Section 02200 - Earthwork B. Section 02900 - Landscape. 1.03 DEFINITION OF TERMS A. The term "General Contractor" as used in this Specification Section shall refer to General Contractor. 1.04 PROTECTION OF WORK, PROPERTY, UTILITIES, AND PERSONS A. Provide protection of all property, persons, work in progress, structures, existing landscape and irrigation to remain, utilities, walls, walks, curbs, paved surfaces, drainage materials, water proofing membrane, and all survey markers and monuments from damages incurred arising from this Contract. Pay for any such damage at no additional cost to Owner. B. Verify locations of all underground utilities existing irrigation system prior to commencement of work. Existing known utilities have been shown on Architectural/Engineering or Survey Drawings. The Contractor is responsible for the protection of said utilities. Promptly notify the General Contractor of any conflict between proposed work and obst.ruction(s). 1.05 VERIFICATION OF SITE CONDITIONS A. Before proceeding with any work verify all dimensions and conditions pertaining to the location of irrigation equipment to remain. Should any errors or conflicts in the Drawings and/or Specifications be found, immediately notify Owners representative. B. The drawings are intended as a diagrammatic irrigation design. Actual layout may need to be adjusted per actual field conditions. 1.06 SUBMITTALS A. Prior to purchasing any materials, submit manufacturer's data sheets for all material for review and approval. 1.07 QUALITY ASSURANCE B. Installer and supplier to be "specialist" in irrigation system installation. Superintendent to be experienced and fully qualified to direct and perform all work in this Section. Workers to be qualified and competent. i[iI: • � �l11�K�]il�I�l[�7► A. Site Conditions: 1. Water Source: Connect to 1" irrigation water meter at approximate location indicated on Drawings. Coordinate with and secure approval of Water District. 2. Electrical Connection: Controller wall minted on outside of building as indicated on Drawings. Connect to 120AC power, see Architectural Drawings. Coordinate with General Contractor and other nodes. 3. Sleeving: Sleeving is required for all piping and wiring under all paved or surfaced areas and walls. Coordinate with General Contractor and other trades. 4. Notification: If water service interruption is required, give Owner, City, and local Water District 72 hours notice and perform work during non -work hours if possible. B. Replace or repair at no additional expense to Owner any existing planting, building, equipment, underground utilities, walks, and/or forms damaged as a result of the Contractor's operations in a manner satisfactory to Owner before Final Acceptance. C. If building water services are interrupted, take care to flush system thoroughly as required by State and Local codes. 1.09 WARRANTY AND REPLACEMENT A. In addition to manufacturer's warranties, warranty all materials and workmanship for a period of one-year commencing at the time of Final Acceptance. Guarantee does not apply to work or damage done to the system by others after Final Acceptance. 1.10 SYSTEM PROTECTION A. Deactivate and drain the system prior to freezing weather during the warranty period. Vacate the system of all water with a pressurized air compressor. Reactivate the system at the onset of the Spring growing season. Perform both operations once during the warranty period. B. Notify Owner in writing of the dates the system was winterized and reactivated. The Contractor assumes liability for any damages resulting from the failure to comply with the above procedures. 1.11 SYSTEM MAINTENANCE A. Provide maintenance of the irrigation system until 30-days beyond Final Acceptance including head and nozzle adjustment, setting and adjusting controller times and replacing defective materials. 1.12 PERMITS, CODES AND ORDINANCES A. Obtain and pay for all necessary permits, and fees as required by applicable codes and ordinances for this work. B. Comply with all applicable codes, regulations and ordinances. C. Arrange for all inspections as required by local agencies and ordinances during the course of construction. 1.13 SUBSTITUTIONS A. No materials substitutions without written approval of Owners representative. 1.14 REVIEWS A. Give Owners representative 48 hours notice prior to review of trench depth, head layout, pressure tests and performance tests. 1.15 OWNER REVIEWS A. Prior to Final Acceptance of the Work, provide Owner with all keys, tools and maintenance manuals necessary to operate/deactivate the irrigation system. Train and instruct Owner as to the operation and maintenance of the irrigation system. 1.16 CHANGE ORDERS A. Provide no work requiring extra compensation without the written approval by General Contractor. 1.17 RECORD DRAWINGS A. Prior to the Final Acceptance of the work, provide Owners Representative with a set of Mylor record drawing showing the actual location of all irrigation equipment. Keep a set of prints on the job site at all times for "red -lining" record information and update said information on a daily basis. 1.18 CLEANUP A. Keep all paved surfaces and planting areas clean of all soil and debris on a daily basis. Remove all excess waste material daily. B. Sweep and wash "spotlessly" clean all buildings, walls, paved surfaces, signage, and lighting affected by the irrigation work prior to Final Acceptance. 1.19 COORDINATION A. During the entire construction period, schedule and coordinate all work to avoid interference with the work of other contractors. Schedule work hours, staging areas, access routes, parking, utility connections, and similar items, under the direction of Owner and General Contractor. PART 2 PRODUCTS 2.01 GENERAL A. Material and equipment of types and sizes indicated on Drawings, details, and/or as specified. All material throughout the system to be new and in perfect condition. B. Materials or products not as specified or not submitted for prior approval and approved will be replaced immediately with the specified item. No field approvals will be given. 2.02 IRRIGATION METER A. Irrigation water meter, see Civil Drawings. B. Install per applicable municipal requirements. 2.03 MASTER CONTROL VALVE A. As indicated on Drawings and details. 2.05 BACKFLQW DEVICE A. Provide 1" Febco 850 backflow devices per applicable municipal requirements. 2.0 G VALVE A. W pressure regulation valve as indicate o details. 2.07 GALVANIZED PIPE A. Schedule 40, domestic manufactured, and conforms to ASTM A120 65. Malleable galvanized, pointed fittings as indicated on Drawings and details. 2.08 PLASTIC PIPE A. PVC 1120, 1200, SDR 21 C, Class 200 for all lateral piping, solvent weld and conforming to ASTM D 1784. B. PVC 1120, 1200, SDR 21 C, Schedule 40 for all sleeve and mainline piping, solvent weld and conforming to ASTM D 1784. C. Pipe to be marked with manufacturer's name, class of pipe, NSF seal and date and shift of manufacturing run. Pipe to bear no evidence of interior or exterior extrusion marks. D. Pipe walls to be uniform, smooth and glossy. Pipe may be pre -belled or with individual solvent -weld couplings. E. Polyethylene Pipe: Linear low -density polyethylene. Minimum wall thickens 0.100-inch. F. Flexible Poly Pipe: 1/2"-inch diameter polyethylene tubing, thick walled, as manufactured by RainBird or approved equivalent. G. Fittings: Schedule 40, full size. 2.10 REMOTE CONTROL VALVES A. Automatic valves sizes as indicated on Drawings. Toro 252 electric series with a flow adjustment/shut-off handle and shall be an all plastic, 24V solenoid type globe valve. 2.11 CONTROLLER A. Rain Bird ESP-8LX+. 2.12 CONTROL WIRE A. #14 OF direct burial wire. White common wire, red valve impulse wire, yellow master valve wire, with a fourth color of wire provided as a spare. B. Splices: Watertight electrical splices with 3M, Scott's Lock Seal Tack 3576-78, Pen-Tite PVC socket, or RoinBird ST-03 with PT-S5 sealer. C. Electrical Tape: Black plastic, 1-inch, all weather type. 2.13 SPRINKLER HEADS A. As indicated on Drawings. PROJECT REF: Fp,n oZ-ooil THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAING REQUIREMENTS Approved by. Date Approved: Record Drawing Certification THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. By Dote Title/Position Confirmed by City. Date 2.14 RISERS A. Galvanized or Schedule 80 PVC with the some IPS as the sprinkler base. Refer to details on Drawings B. Pop-up type rotors to be on PVC triple swing risers, pop-up type spray sprinklers to be on swing pipe risers. Refer to details on Drawings. 2.15 QUICK COUPLING VALVES A. As indicated on Drawings. Provide two (2) keys with hose swivel ells. 2.16 VALVES BOXES A. Backflow Preventer: Super Jumbo Box with locking cover, as manufactured by Ametek, Carson, or approved equivalent. Provide extensions as required. B. Remote Control and Gate Valves: 11 inch x 17 inch standard box with locking cover as manufactured by Ametek, Carson, or approved equivalent. Provide extensions as required. C. Quick Coupling/Vacuum/Relief/Flushing Valves, and Splice Boxes: 10-inch diameter box with locking cover as manufactured by Ametek, Carson, or approved equivalent. Provide extensions as required. PART 3 EXECUTION 3.01 VERIFICATION A. Verify that installation conditions are satisfactory to receive work of this Section and have been approved by Owners representative. Do not begin work until unsatisfactory conditions are corrected. Beginning work constitutes Contractor's acceptance of conditions as satisfactory. B. Verify in writing to Owners representative that adequate gallonage and pressure is available to properly operate the irrigation system prior to installation. Provide Owners representative with pressure readings at each meter location prior to installation of irrigation system. 3.02 PREPARATION A. Protection: 1. Protect work, adjacent property, public, visitors, and workers. Be responsible for any damage or injury arising from this Contract. Take reasonable are to discourage vandalism. Confine work to areas designated. Do not disturb areas outside the project limits. Protect all trees and shrubs within the project limits not designated to be removed. Repair or replace damaged plant material as a result of Contractor's operations to satisfaction of Owners representative at no additional expense to Owner. 2. Furnish and maintain all warning signs, shoring, barricades, warning lanterns, etc., as required by the Safety Orders of the Division of Industrial Safety and local ordinances. Take care to protect open trenches and pits. B. Layout: 1. Layout work as accurately as possible to Drawings. Drawings are diagrammatic to the extent that swing joints, offsets, and all fittings are not shown. 2. Stake sprinkler head locations following the diagrammatic design as indicated on Drawings for approval prior to starting construction. Alterations and changes in the layout may be expected in order to conform to ground conditions and to obtain full and adequate coverage of water. It is understood that corrective measures may become necessary, but no changes or alterations in the system as designed will be made without the prior authorization of Landscape Architect. 3. Where connection to existing stub -outs are required, make any necessary adjustments in layout to connect. Adjust layout as necessary to install around existing work. Where piping is shown to be under paved areas, but run parallel and adjacent to planting areas, intention is to install piping in planting areas. Do not install directly over another line in some trench (NO STACKED PIPE ALLOWED). 4. Install irrigation to avoid proposed and existing tree and root locations. Plant locations will be field adjusted at direction of Landscape Architect to avoid irrigation system. 5. Provide for dewatering of trenches as required to keep trenches dry until backfilling. 3.03 IRRIGATION METER A. Install irrigation meters at locations indicated on Drawings, in accordance with manufacturer's written specifications and all applicable codes and ordinances. 3.04 BACKFLOW DEVICE A. Install backflow device at the meter location indicated on Drawings, in accordance with manufacturer's written specifications and all applicable axles and ordinances. B. Provide sufficient clearance for servicing below backflow device and related equipment. Clean out all soil from valve box to 12 inches below the device. Use box extensions from finish grade to 12 inches below the device allow for gravel sump as indicated on Drawings. Provide positive drainage away from the box. 3.05 MASTER CONTROL VALVE A. Install per Remote Control Valve Detail and at location indicated on Drawings. Install downstream and adjacent to the double check valve assembly. Enclose in valve box. 3.06 PRESSURE REDUCING VALVE A. Install pressure reducing valve at locations indicated on Drawings, in accordance with manufacturer's written specifications and all applicable codes and ordinances. 3.07 TRENCHING A. Provide straight trenches without abrupt grade changes. Trench bottoms shall be flat and free of any rock or debris larger than 1-inch. Dig trenches wide enough to allow a minimum of 3 inches between parallel pipes lines. Trenches shall be of sufficient depth to allow for 18 inches of cover over sprinkler mainlines, 12 inches of cover over sprinkler laterals, and 4 inches of cover over drip tubing lines. Where piping is installed over the garage, lateral lines shall have a minimum cover of 8 inches. B. Exercise care when trenching near existing trees and shrubs. Where roots are 2-inches or greater in diameter, except in the direct path of the pipe, hand -excavate and/or tunnel; when large roots are exposed, wrap with heavy moist burlap for protection and prevent excessive drying. Trenches dug with machines adjacent to trees and/or shrubs having roots 2 inches or less in diameter, to have the sides hand trimmed making a clean cut of the roots. All roots ih-inch and greater in diameter that are cut and trimmed to be treated with an approved tree wound dressing. Trenches having exposed roots to be backfilled within 24 hours unless adequately protected by moist burlap or canvas. C. Compact backfill to 95% per ASTM D-1557. 3.08 SLEEVING A. Install sleeves under all paved surfaces and through all walls as required to facilitate installation of the irrigation work indicated on Drawings. Trenches shall be of sufficient depth to allow for 24 inches of cover over sleeving. B. Sleeves a minimum of twice the insert pipe diameter. Wire sleeves to be a minimum of 2-inch in diameter. C. Extend sleeves a minimum of 12 inches beyond the edge of curbs, walks, walls and/or other paved surfaces. Cap and identify sleeve ends above grade. D. Plug ends of sleeves around inserted pipe and/or wire to prevent soil from entering ends. E. Compact backfill to 95% per ASTM D-1557. STATE OF WASHINGTON EGISTERED REGISTERED LA" Lon dscapeArchitecture MARK H. BRUMKd 600 North 85th Street , Suite 102 cERTIFICATE NO. 458 Seattle, WA 98103-3826 Telephone 206 782 3650 Facsimile 206 782 3675 v m i r` (U CD (U (n v CU Cu .. x CU Q W o W F- CD =mom W o W Z In Z om WF- U ~ 0 Oj Cn Z LD 1 Z r-, W z r.,.i cv > r Co r W a „ = 3 LO E: �w CCU HJ'v J S N 2 Z F- o v W .4 No= <[ CU W D_ co d- Ln p W V ry L- z V�o V Q L3 W Cn Q _ � � z>3 O Li ry -- W<z Z DCD Q tR pq Q LU Z X � o O 0 4-4 < I-U } 0 ) p v m v `0 v N � ® m c .-� (U M 1 �4_ lr) Z - 0Jto o Wray Qw A� Z (r QW W L3 to Z H Z Z Q J d �Q W0 ,-, o o un i CU J J o Urn Q C3 r� L _ (U CD DRW'N BYE C!HK'D BY; SFK L DATEi SCALE1 1/13✓03 1'=20' PROJECT 2002-39 L=7