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HomeMy WebLinkAbout00D1569M L K F F N d1 00 00 O N CD r- 00 N Y 00 Y U N 0 E a c ; N � E0) _t- oo r � O O A J r- N C N� O U Y N 00 E / u Y O C� J a� ." N u� d' 00 o %C 00 O N N r as 00 00 Q N ui 0 U v. 0 V � O� N O w 0c)z 00 o' O O X / d O N N / O)00 _ r' c, Wo Z- / x� Z 0 z Q Ii n Irb bq. Wit.,,— n, t) tcc - MI zy uv .w e1•-. u _. c� --- -- - r BUS STOP SIGN 1• . 'SIGN-" ,.. •. :.. • 148, 6. . �o i` '. .3 EASEMENT 11 CONC DRIVEWAY ;. • ,, TRAFFIC S1 CONC I WA ! ,.. CON ALK ET AGREEMENT ; , • , ; ., :. , , ...: CQ?N'C' D1�11�EWAY LC:G': PWR „ ! I 1 ��.; r 6s.eci: REC. O. 6662495 ' �@ r �E'.; N0. 920505051 : 55.7 7 66 I CB RIME AE T E960923 cum 9609230324 F„ ".� IE 64. 7' 8" CON7CSE REC. 0.'S 9609230334 2.10 2.12 FL 66.84 2.11 2.12 r, M MH LJ * RIM EL 65.82' 66� IE 64.22' 8" CONC NE L ►E 64.22' 8" CONC NW - 1 2 0 CO T�AFFIC SIGNAL NOM LIGHT (TYP) • � I lb'. 6� rob . 6 . _ 15th STREETV. F,,,,, 70 w Z, I cn IV 818 44' FD 2" BRASS DISK W/PUNCH _y APPROXIMATE EARTH WORK QUANTITIES (CUT 48101 NOT �%bSG NPINE E FLL 750 CU. YDS. a 3 A4 0 0 10 v_ 20 3 GRADING. NOTES , O� ARE ON G2. ali SCALE: 1 =10, 7 0" a s 10 r 12 10 rF �q - • Q 6D9' DOD ���9 , L K M Q F E rn 3 v N 0 N r, B C 3 C7 � 3rn orn x o `� N rn= oo n U m 0 o v i� ii X O A Z 8 dm lkm 11 12 13 14 15 16 17 18 1 4 a 7 Ii' 1' a EXPANSION JOINT WHEN GRADING NOTES CONCRETE SLAB W/ THICKED CITY OF AUBURN GENERAL NOTES ADJACENT TO CONCRETE YARD EDGE & ISOLATION JOINT \DIV\CIVILCAD\NOTES\GRDNOTES OR AC AS OCCURS 8' COPICRETE 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S 1. THIS PLAN HAS BEEN REVIEWED BY THE CITY AND/OR ITS AUTHORIZED 1/4" DEEP PETROLEUM E ASEQ #4 BARS 0 14" O.C. .MAX. I RESISTANT SEALANT REQUIREMENTS AND SPECIFICATIONS. AP R❑XIMATE EXIST. REPRESENTATIVE, BUT SUCH CHECKING AND/OR APPROVAL DOES NOT / i IF TOOLED TO 1 /4" RADIUS 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND 5' GR UND FIBER MESH RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY TO CORRECT ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS DISCOVERED IN THE CONCRETE CURB. MATCH EXISTING STING. CURB COLOR PLASTIC INSERT REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION TOOLED EDGES (TYPICAL) FIELD DURING THE COURSE OF CONSTRUCTION. RHL & THE CITY NEED TO BE WHEN REQ'D 1/2, IS NOT USED (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE: AND MUNICIPAL TG 66.96 INFORMED IN WRITING OF ANY CHANGES MADE DURING CONSTRUCTION PRIOR TO EXECUTION OF THE WORK. CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY TOOLED EDGES (TYP,) ;•.::,. . CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT THE CI -GAS LINE TRENCH ASPHALT CONC. CONDITION 2. ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE GOVERNING AGENCY'S E G 2„ OR ♦ • .. SPECIFICATIONS. SPt_CI 2 DEEP AS RS OCCU R AN PER PLAN PRIOR T CON TRU Tf AN H A 0 S C ON D S ALL BE CCURATELY SHOWN ON REVISED P A L NS , . PER PLAN PER R E <m 8 ACKER OD ` TA MPED AN SIGNED OFF Y THE APPROPRIATE S D S G ED O B EGOVERNING AGENCY PRIOR TO aINLET F T A R S SPECS: J --- - - `MANU AC U E PY F STA NTRAGTOR IS REQUIRED TO HAVE A CO 0 STANDARDTHE 3. THE CO�; N W P DRO INSTALLATION OF THE IMPROVEMENTS. AVAILABLE AT THE JOB SITE NOTES, STANDARD DETAILS AND. SPECIFICATIONS L BLE E - � JOINT FILLER DEVELOPMENT PLANS. ALONG WITH A COPY -0F THE APPROVED ANS 3. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN \ \ (2) #3 Bl4R"�i, CONT. DOWEL _ A PRE' CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON, SITE *�... gym. ...,■ ,..r..VERIFIED : APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY V R BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT /\� INTO EXISTING CURB WHERE : / // / 4, TY - EXTENSION PROJECTS: WORK FOR ALL PUBLIC FACIU E y' LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO N \\ \\ OCCURS \ \ INTERRUPT REINFORCING AT INTE 6 SO BE JOINT AS APPLICABLE JO ) ( N OR IS UTILITIES ARE APPROXIMATE. IQENTIFICATION, 5. LOCATIONS SHOW F EX 11NG 6 C AST I R N PIP' S= _ - S 0 005 � FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE. AND PRESERVE ANY AND ALL _ / ... / \� = THICKENED SLAB WHERE LOCATION MARKING AND RESPONSIBILITY FOR,`UNDERGROUND FACILITIES OR 65.20 „ BARS O 18 O;C. MAX'. 3 .� _ ' UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ,•_. / r- •r•,-. �� OCCURS, SEE THICKENED THE PROVISIONS,OF F CHAPTER 19.122 REVISED CODE UTILITIES IS GOVERNED BY E T PRIOR' TO STARTING CONSTRUCTION THE CONTRACTOR SHALL OF WASHINGTON. ( « 3 -0L ONE -CALL AT (800) 424-5555 TO INDICATE EXISTING UTILITIES AT LEAST 48 `HOURS \ A ISOLATION SLAB EDGE CALL -CALL 1-800-424..-5655) FOR UTILITY LOCATIONS (WATER, SANITARY 65:J6 PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO NOTE. SEWER, STORM SEWER, GAS, POWER,;TELEPyONE AND TELEVISION). EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED EXPANSION JOINTS Q. Q, E 4DNSIO O.C. MAX. AN D �� 1/4 DEEP PETROLEUM 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT POWER LINE TRENCH 3 DEEP O O GAS LINE NOTE: AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. CONTROL JOINTS 6 @ 10'-0' O.C. MAX. RESISTANT SEALANT BURKE SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING I' POWER IN ALL THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL j. EXPANSION JOINTS @ 40`-0" O.C. MAX. & T _ w CONTROL JOINS ® 10' 0 O.C. MAX. 4. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, WHEN ADJACENT TO CONCRETE U-SEAL #3204 OR EQUAL JOINT PROCEDURES DURING CONSTRUCTION AS REQUIRED AREAS AND SHALL FOLLOW OCE CAST PIPE ADJACENT TO CONCRETE YAR WHEN ADJACE D ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE AT THE INDICATED POINTS OF CONNECTION. IF THE YARD CONTINUE JOINTS THROUGH CURB. 9w „ - TOOLED TO 1/4 RADIUS IF LAW AND REGULATION. .IRON CONTINUE JOINTS THROUGH SWALE. .AND EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR I 1 2" PLASTIC INSERT IS NOT USED 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELOG SHALL NOTIFY RHL IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. ... BACKER ROD PER PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE EQUIPMENT USED WILL BE SUBJECT TO THE CONTRACTOR AND ALL METHODS AND EQU US L K111K16 p �� ��� C� Cfli�'I G ENCASE) � Kjt)� BETE � 5. ALL WORK SHALL BE PER OSHA AND ALL APPLICABLE FEDERAL STATE AND .LOCAL PLANTER B MANUFACTURER'S SPECS APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL CODE REQUIREMENTS. m •� BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE .CONNECTED WITH ,THEM. CONTRACTOR SHALL SECURE ALL EN R A HM NT P R IT 6. C 0 C E E M S FROM ALL N. T.B.. , _ N•T•B• DI: CIVLCAD DETAIL 52$OJ1�8S 0252W40 h \ '`� :L.THE "a '- " 1 1 0 DIV CIVW.LC 0 TAI R \ AO\ E L5\526CU BS\025260160 1 1231.080342 f!0 (A • w „ „ 3 1 2 0 X 18 OILED SMOOTH APPLICABLE AGENCIES BEFORE THE COMMENCEMENT F K S E0 WORK. ,, T DOWEL @ 18 O.C. S EEL DO� SL SWALE CONCRETE AS ( OR PLANTER f _ ' 7. THE CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE WASHINGTON .. "---- INTERRUPT REINFORCING AT K 1 C� a .. 1 DIVISION OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER FIVE FEET IN DEPTH. a 1 a A APPLICABLE JOINT (AS } - #4 REB,4R 14 O.C. EACH WAY 8. CONTRACTOR AGREES THAT HE SHALL ASSUMES SOLE AND COMPLETE CONCRETE CURB AND GUTTER. FILLER JOINT LLE CONCRETE CURB WARP FOR VALLEY GUTTER AS REQUIRED SEE SHEET Cl. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION MATCH EXISTING CURB AND GUTTER COLOR WHEN REQ'D CONCRETE SLA13 W/FIBER , MESH ` OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS O NEW SLAB TOOLED EDGES REINFORCING REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL TOOLED EDGES (TYP.) B #4 REBAR 14"' O.C. EACH WAY #4 BAR CANT. AT :PERIMETER - WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD w .: (TYP.) THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR CONCRETE SLAB WITH " ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, ,; THICKENED EDGE & ISOLATION _ TOOLED EDGE EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ; �N 1 R. JOINT OR A.C. AS OCCURS \ E E EXISTING DRIVEWAY THE ENGINEER. THE ENGINEER ASSUMES NO RESPONSIBILITY EXCEPT FOR THE .. Q " ♦ ,� •, #4 @ 18 O.C. VERT. CONCRETE SLAB W/ FIBERMESH REWORONG ADEQUACY OF HIS DESIGN CONTAINED HEREIN. ... :. .. .. .4 �r WALL :.'.' •.' 9. GRADING PLAN ELEVATIONS ARE BASED ON A SURVEY BY .: 1/4' DEEP PETROLEUM RESISTANT SEALANT BURKE N CONCRETE 25W P.S.I. 16 ( ) -@ co c3 r.r „�"* **'� BUSH, ROED, & HITCHINGS, INC. U-SEAL 3204 OR EQUAL #4 6 18'. O.C.MAX. 2:1 ;.,.; ; o :� � \�/\\, 10. ALL GRADING AND PAVEMENT SECTIONS TO BE CONSISTENT WITH GEOTECHNICAL (3) BARS CONTINUOUS. 1-1/2° OR „ TOOLED TO 1/4" RADIUS 1/4 SLAB 1/4 \\/\\ (3) #4 CONT., HORIZ /\/� �� �o w \\ \\/\\ /\/\� \ REPORT BY REDMOND AND ASSOC., DATED 6/29/98. 11. ALL GRADING TO BE IN ACCORDANCE WITH U.B.C. APPENDIX CHAPTER # 33, #3 DOWEL INTO EXISTING CURB &GUTTER WHERE OCCURS DEPTH \ y\\ \ Z i%i - _ z \\/\\ \ �\\�\�\\/\\�\/\\�\\�\\/\\�\\� a//\/ //i� // / // // // // // FILL/NATIVE, SOIL COMPACTED *'� ,� �\%\% \\%�% \\�, /\� FILL/NATIVE SOIL COMPACTED /%/,� / / / / / / / TO MIN. 90% RELATIVE DENSITY /�\�\�,\ �G\ 1994 U.B.C. 12. ALL GRADING AND PAVEMENT SECTIONS TO BE CONSISTENT WITH PROJECT #3 BAR ®18" O.C. BACKER ROD PER/\�� Q \ \ \ \ \ \ \ \ RELATIVE DENSITY SPECIFICATIONS. MANUFACTURER'S SPECS , . M �/I A/A / / / //:/i TO MIN. 9079 m OR PER SOILS REPORT 6" 6" 13. FOR INVERT ELEVATIONS AND PIPING INFORMATION SEE UTILITY PLAN, SHEET C3. NOTES: ° `� 14. CONTRACTOR IS RESPONSIBLE FOR RESETTING EXISTING MONITORING WELLS, 1. EXPANSION JOINTS O 40'-0" O.C. MAX. & REINFORCING CONTINUES ACROSS JOINT (AS OCCURS) „ „ 12 12 MANHOLES, CLEAN -OUT OR ANY OTHER STRUCTURE TO REMAIN AS NECESSARY. ,- « 2. CONTROL JOINTS O 10 -0 O.C;° ,MAX. CCNTAOL JW. « _ 15. ALL NEW ASPHALTIC CONCRETE PAVING AND CONCRETE WORK SHALL MATCH THE EXISTING GRADES AT LIMITS OF WORK. DRAIN CONCRETE SLABS AWAY FROM 3. WHEN ADJACENT TO CONCRETE C (OR SAWCUT) 2' I DISPENSERS AND BUILDINGS. SLAB CONTINUE JOINTS THROUGH CURB &GUTTER � 16. REPLACE EXISTING A.C. PAVING AND/OR CONCRETE AS REQUIRED DUE TO NEW nA.w F i'AINING WALL CONCRETE PAVING SECTION G10 CONCH' E SAB EDGE G 1 6 CURB WITH V LATTER CONSTRUCTION. INSTALL NEW PAVING PER PLAN SPECIFICATIONS. 17. EXISTING A.C. PAVING AND/OR CONCRETE SHALL BE CUT TO A NEAT, STRAIGHT LINE (WHEN APPLICABLE). A.C. PAVING EXPOSED EDGES SHALL BE TACKED N .T.S. DI CIVXCAD DETAILS\478RETWL�0217r@.>O - � \ • ' >I -i -�'" IVI A TAI 520PCPA 25 DIV\C LC D\DE LS\ v�p 2000o N T.& DI CIM.CAD TAILS 20PCPAV 0252001D h \w+` \ " 1 ,..i _Q» y M ' (?I \CI LCAD\DEf�11LS\i000RlKiE\0270015D.DWG 19961230.161002 WITH EMULSION PRIOR TO PAVING. 18. NEW CONCRETE PAVING TO BE SEAL ENTIRELY W - 8 SEALED E EL WITH C & L COATING WB 20 - _ 1 6 X 6, W-1.4 X W-1.4 W.W.F. AQUA-CRETE. SEAL ALL CONCRETE JOINTS PER CLIENTS REPRESENTATIVES CONSTRUCTION SEQUENCE - 1/4" DEEP PETROLEUM CENTERED IN SLAB. DIRECTION. RESISTANT SEALANT BURKE 19. ALL TOP OF CURBS ARE TO BE 6" ABOVE ADJACENT PAVEMENT OR FLOW LINE JOINT U-SEAL #3204 OR EQUAL 9" 4" CONC. SLAB. W/ UNLESS INDICATED OTHERWISE, THE CONSTRUCTION SEQUENCE WILL BE AS FOLLOWS: 1 2' TOOLED TO 1/4" RADIUS IF 10.0't i� ASPHALTIC CONCRETE ' FIBERMESH REINFORCING FENCE OFF THE SITE PLASTIC INSERT IS NOT USED OVER COMPACTED FILL 2.75 1, 2.0� 1.0' 2.75' TOOLED EDGE REMOVE ALL EXISTU!MG STRUCTURES f BACKER ROD PER MANUFACTURER'S SPECS m AGGREGATE 'BASE 6" OR PER PLAN REMOVE EXISTING TANKS AND U.G. STRUCTURES a V) f 3" TYP. DOWELO@ 1�-6MOO.CH A.0 PAVING OR CONC. PAVING S.W. 1/4 SEC. 7, T21 N, RSE, W.M. INSTALL NEW U.G. TANKS STEEL \ \ / / / / xr--�E -i4- a+r= WITH EXPANSION JOINT, OCCURS INSTALL NEW STRUCTURES REINFORCING (AS OCCURS) %j\\jjy/\\j/\%/\\\/ SUB-GRADE:PER 5�7N:$ REPOR AS INSTALL NEW U.G. PIPWO (PETROLEUM t UIMJTY) JOINT FLLER //�//\ ? /\/\ \ ± \\\j / \j\ TEST ALL PIPING 1/2"* CORE CONC. ///\\j/\,i\//��/j\/' NOTES: o / / \�_ LAY ALL CONCRETE & A/C PAVING 1 EXIST. CONC. NEW /\\/\\ j\/\ \/j\ 1. PAVING SECTIONS BASED EXPAN80N JOINT O EXIST. SLAB/j\\///%�/�\\t LEVEL 5\\\/�\\l ON SOILS REPORT. d #4 CONT. T. & B, FINISHIN BUILDINGS D 2. ALL GRADING SHALL BE IN NOTES: OPEN FOR BUSINESS /%//%\//%//%/�% \,\\\�\%%\\%\/\\�\\/�\\/\\y\/v/\ '��\���\�\��\���\\\��\\���\\/�\� PERFORMED ACCORDANCE WITH SOILS 3„ 1. EXPANSION JOINTS 040'-0" MAX. 2. CONTROL JOINTS ®10'-0" MAX. 1/4" DEEP PETROLEUM REPORT BY: RESISTANT SEALANT BURKE REDMOND & ASSOC. 6" 3. WHEN ADJACENT TO CONCRETE SLAB U-SEAL #3204 OR EQUAL DATED: 6'/29/98 CONTINUE SLAB .JOINTS THROUGH OR JOINT - TOOLED TO 1/4" RADIUS NOTE: RAISED CONCRETE WALK. 1/4 SLAB 1 4" / PLANTING ON BIO SWALE SHALL 4. ISOLATION JOINT AND THICKENED DEPTH BE GRASS SEED MIX #1 PER SLAB EDGE MAYBE SUBSTITUDED I, CITY OF AUBURN STANDARDS. FOR EXPANSION JOINT. BACKER ROD PER MANUFACTURER'S SPECS. a 04. TYP. BIO SWALE SECTION �% A.C. PAVING SECTION PER SOILS REPORT D10 RAISED CONCRETE WALK 11-12-99 ADD DETAIL K1 s 3" T70 TYP. #4 DEFORMED BAR x 18" MIN. N.T.S. NO SCALE DTLS\GEN\02SITEWK\51 I ASPLT\0251 101 G 1":1J'-Q" DIV\CIMLCAD\DETAILS\528WALKS\0252801D 19961230.142318 MARK DATE REVISION8 INITIAL @ 18" O.C. DRIVE INTO 1/2"0 CORE EXIST. CONC. NEW CONC. REINFORCING (AS OCCURS) CHRISTY F1 VALVE BOX W/F8C CST' IRON LID CHRISTY F1 VALVE BOX W/F8C CAST IRON LID PROJECT REF: BLD 0800-98 CML DETAIL-0 WELLED JOINT O EXIST. SLAB E DO 1/2" CROWN ABOVE APPROVED CAP 1/2" CROWN ABOVE - APPROVED CAP ORFICE =2.0.0 ADJACENT PAVING AC OR CONCRETE YARD AS ADJACENT PAVING AC OR CONCRETE YARD AS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH OCCURS OCCURS THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. STA. #" SEALANT: BURKE U-SEAL ORFICE #3=1.0" O 100 YEAR STAGE o.25' a o a" 0 4 4, A 1501 AUBURN WAY NORTH #3204 OR APPROVED EQUAL 025' a co 4 o a. AUBURN, WASHINGTON BACKER ROD PER ORFICE #2=2.75"0 e -d a 1/4" MANUFACTURER'S RECOMMENDATION 0,5' 10" 6" MIN. CONCRETE COLLAR 10" 6" MIN. CONCRETE COLLAR APPROVED BY: NOTES: CAST IRON OR PVC RISER C11E411>011 m METAL KEYWAY JOINT BY » "' 12 12 ""- '- 1. COVER SHALL BE "TWO-WAY" LABS CLEANOUT LABELED WITH AN "S DATE APPROVED: Chevron � -r BURKE, KEY-LOC OR to FITTING FOR SEWER OR AN SD RECORD DRAWING CERTIFICATION APPROVED EQUAL FOR STORM DRAIN AS PIPE BEDDING PER AGENCY REINFORCING CONTINUES APPLICABLE. REQUIREMENTS THESE DRAWINGS CONFORM TO THE CONTRACTOR'S ACROSS JOINT 61.53 2. RISER TO BE SAME DIAMETER AS LATERAL. PIPE BEDDING PER AGENCY CONSTRUCTION RECORDS ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES PIPE TYPE AND SIZE 3. FOR 2-.WAY FITTING REQUIREMENTS STEEL STAKES AT COLD KEYED JOINT DURING POUR ORFICE #1=1.1875"0 PER PLAN CONTACT 800-GOT-IRON NOTES: 1137 N. McDOWELL BLVD. PETALUMA, CA 94954 (707) 765-1660 1. COVER SHALL BE DESIGN i3RDUP _ING JOHN W. JOHNSON, ARCHITECT KEYED COLD JOINT 0 LABELED WITHAN S' BY: i DATE' N!q F NS?IEL NOTE: FOR INTERRUPTED POURS, SUBMIT PROPOSED DESIGN DISCHARGES E FOR STORM DRAIN AS INITIAL G11�►T!E DATE: 03SEPT98 SUBSTITUTED FOR CONTROL JOINT ALTERNATE TO ENGINEER 2 YR = 0.045 CFS APPLICABLE. '� DR. BY: FOR APPROVAL 10 YR = 0.19 CFS NOTE:OMAN IF LINE SIZE IS 2. RISER TO BE SAME 25 YR = 0.25 CFS SEE CITY OF AUBURN MULTIPLE LARGER THAN 4 IN DIAMETER, DIAMETER AS LATERAL. ._ 100 YR = 0.33 CFS ORIFICE CONTROL STRUCTURE NOTE: USE A STANDARD 6" WYE IN NOTES:.v TITLE/POSITION: APPR.: STD. DETAIL DEV-2. CHRISTY PH. # 800) 486-7070 PLACE OF TWO-WAY FIT TNG. CHRISTY PH. 800 486-7070 ~, f�lE1R�11. OD / 34'ET2 , RHL # 8879.20 Al CONCRETE JOINTS A4 ORIFICE ARCaE SCHEMATIC D�COi A7 TWO-WAY CLEANOUT TO GRADEA10CLEANOUT TO GRADE CONFIRM ED BY CITY DATI_. PERMIT REV'S s coNSTRUC?td� SHEET . _ Do not use drawing ,, . .. for construction - • . C2 Unless initialed \DIV\p1ALCAD\bETAILS\520PCPAV\0252004D 19961230.11032 1 N,T.$. » ' " I s� -Q DIV\CIVILCAD\DETAILS\600PIPNG\0260001D 19l70307.131650 '. '- " DIV CIMLCAD TAILS 600PIPNG 02600060 19970307.1317 j 1 O \ \ \ -s o YY 11 17 i� u �..w 2 3 4 QUO R 00 D !WLOCATE\4 1!i 17 ITY 1EC3? r—un,VT\\ ILCAD\LEGEIW\U TILLEG M A 1/2" COPPER TYPE '1: AMAUNIE . -� W COPPER TYPE "K" WATER UWE. S ZE AS NOTED. STQRMDRAIN, SDR-35 PVC. SIZE AS NOTED. ���• S5 SANITARY SEWER, SDR-35. S112E AS NOTED. G NATURAL GAS LINE. L IE INVERT ELEVATION TG TOP OF GRATE OR COVER ELEVATION CO CLEAN OUT TO GRADE 1 O DS DOWN SPOUT G MONITOWG WELL, P.O.C. POINT OF CONNECTION K --- SHUT-OFF VALVE ® CATCH BASIN WATER METER CIP CAST IRON PIPE J KEY NOTES DIV\CI M LCAD\NOTES\KEYNOTES 0.0 DIVISION 2 - SITE WORK 2.1 TYPE I CATCH BASIN. 2.2 INFILTRATION SYSTEMS FOR DOWNSPOUTS PER AUBURN STANDARD DETAIL H DEV-11. 25' x 3' TRENCH. 2.3 UTILITY VAULT OIL/WATER SEPARATOR 660-SA, 2.4 MULTIPLE ORIFICE CONTROL STRUCTURE PER AUBURN STANDARD DETAIL DEV-2. SEE DETAIL A4 SHEET C2 FOR SCHEMATIC. 2.5 DETENTION VAULT. USE "UTILITY VAULT" STORMWATER DETENTION VAULT, 20' WIDE X 55' LONG X 3' HIGH OR APPROVED EQUAL. NO SUMP. 2.6 CLEAN OUT TO GRADE PER DETAIL A10, SHEET C2. 2.7 TWO WAY CLEAN OUT TO GRADE AT CANOPY COLUMNS, PER DETAIL A7, G SHEET C2. 2.8 CONTRACTOR TO EXPOSE EXISTING SANITARY SEWER LATERAL VERIFY THAT EXISTING ELEVATION WILL ALLOW ALL NEW GRAVITY LINES TO BE CONSTRUCTED AS SHOWN. THIS MUST BE DONE PRIOR TO ANY NEW WORK. 2.9 SHUT OFF VALVE. 2.10 INSTALL NEW 2" WATER SERVICE WITH 1 1/2" METER, PER AUBURN STANDARDS. SEE MECHANICAL PLANS FOR EXACT POINT OF CONNECTION AT THE BUILDING. 2.11 RELOCATE EXISTING WATER SERVICE FOR IRRIGATION. SEE LANDSCAPE PLANS. INSTALL DEDUCT METER W/DOUBLE CHECK VALVE ASSEMBLY UP TO 2" WADM-1. F 2.12 REMOVE SEDIMENT IN EXISTING 8" STORM DRAIN AND EXISTING MANHOLE PRIOR TO CONNECTING NEW STORM DRAIN LINE, VERIFY PIPE ELEVATION PRIOR TO INSTALLATION OF DETENTION VAULT AND CONTROL STRUCTURE. 2.13 CONNECT NEW-12" STORM DRAIN TO EITHER THE EXISTING 8" STORM LINE AS SHOWN OR TO THE EXISTING 8" ,STORM LINE 15 L.F. TO THE NORTH. CITY INSPECTOR TO BE PRESENT TO MAKE FINAL DETERMINATION 2.14 BIOSWALE. SEE DETAIL D4 SHEET C2, 2.15 RIP RAP - HAND PLACE 6" STONE, 2'X3'. 2.16 GATE VALVE, PER LINE SIZE. INSTALL PER CLIENTS DIRECTION. E ARCHITECTURE *ENGINEERING -ENVIRONMENTAL SERVICES 1137 N. McDOWELL BLWD. PETALUMA. CA 94954 (707) 765-1660 JOHN W. JOHNSON, ARCHITECT PNiL new w :. Dal! ; OA*: O3KPT96 PRELIMINARY DR. BY: F` PLANNING STEEL BID BLDC PERMIT APPR.: A "0 GENERAL BID PERMITREV'S RHL # 8879.20 • ' CONSTRUCTION SHEET Do not use drawing for construction f 2' 3 ' 4 l 5 a 7 ' 8 ' 9 M L 2 J H I m 12 n 11 A R Y3 14 rs 'ILTER FABRIC FENCE ARE FENCE — ILTER FABRIC IACK FILL — SECTION A -A SILT FENCE DETAL lE3 � 17 � 18 EROI CONTROL LEGEND a V\CI VILCAD\LEGENDS\EROLEG • HAY BALE WITH FILTER FABRIC. Q SANDBAG BARRIER, ONE ROW, 2 BAGS HIGH GRAVELBAG (FILTER) BARRIER, ONE ROW, 2 BAGS HIGH — x x SILT FENCE EROSION CONTROL NOTES DIV'\CIVLCAD\NOTES\EROSION 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCK -PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS 40X 4. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES AND DE —SILTING BASINS, ETC. 5. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION IS SUBJECT TO CHANGE. 6. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO. WAY RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT BE LWTED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 7, FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT ALAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWN -DRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WHICH PROTECT CUT -FILL AREAS: GRADED BERMS AROUND m L K H - 1 N. 1. DIV\MALCAO\DEIAILS \EROSiON\SILTFNCE AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SLOPE DITCHES TO DE -SILT RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND INLETS Z I I WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH BERMS vb 3 FF RUNOWATER NTH SEDIMENT AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE v EDGE Of THE TOP OF SLOPES ,SMALL BE CONSTRUCTED AND o: -- STAKED STRAW BALE MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS W ARE NOT IN PROGRESS. rn 1 FILTERED WATER OD iF I I 8. THE GOVERNING AGENCY'S APPROVAL OF THIS PLAN DOES NOT F X GEOTEXTILE FABRIC RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION 0 N OF ERROR AND/OR OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY I SUBMITTED TO THE GOVERNING AGENCY FOR APPROVAL. SEDIMENT POND SET BOTTOM ELEV. AS NECESSAR COMPACTED SOIL TO 00 PREVENT PIPING c.� O • •Lj— — - — — _ I DROP INLET WITH GRATE X & FILTER FABRIC E go 39 v W • • STRAW BALES STAKED WITH H a I TWO STAKES PER BALE • - - - - - - • 0 0 0 010) got • • I� N • • 0 0 6� a o I I 0 0 F- N X CONSTRUCTION ENTRANCE ENS AND SIDE OVERLAP 30'X25' 4-6" ROCK, 12" I X R a D D AT CORNERS W DEEP I L STRAW BALE SILT BASNV n0 I N.T.S. av\aVILCAorAlls\EROSKI\SrRAw9AL X vs OCTLAL a •$O� R � Mn XXXXXX ER"I-c"ON CO NTROL PLAN MW2 X �— X 0o/� X X X I / pO N V ✓ 0 • • N °a$ N 89' 29' 00" W 148.09' o; � N a a rnU .p m 0 j3 B B ox o'r N j rn n� %x _ 15th STREET NE 6 Al FD 2" BRASS DISK Z W/ PUNCH 3 ARCHITECTURE • ENGINEERING • ENVIRIDNMENTAL SERVICES 1137 N. McDOWELL BLVD. PETALUMA, CA 94954' (707) 765-1660 JOHN W. JOHNSON, ARCHITECT WA Imo_ I>'R 1/IEW IIVri'tI►L C JW DATE: 03SEPT98 PRELIMINARY PLANNING DR. BY: TEEL BID �� PEIZ'�IIT .: A 3.I112 , GENERAL BID K� PERMIT REVS 00379.20 7C?IAL CONSTRUCTION SHEET Do not use drawing �K --- construction 1 1 -0%i. nless initiated 1 3 4 5 6 7 8 9 10 11 12 13 14 15 1!i 17 P�o59 Q609 00 �Sdq 1 A 2 3 1 4 'S !s 7 8 9 10 11 12 1 13 1 14 1 15 1d 17 1� 09ADING LEGEND 6hp.roll, .,�h6p McDONALDS PARKING LOT I DIV\CIVILCAD\LEGENDS\GRADELEG o I E> M I 8' TALL WOOD FENCE z S.W.S III/SEC.. 7, T21 I V , �/ OR U.UU (E) EXISTING SPOT ELEVATION ErCLOSURE U _ L �� - 67 �GUY/POLE/ANCHOR EASEMENT \ ° ECC ti REC. NO. 90052104' 661 6 '" �t � ht � \ 0.00 PROPOSED ELEVATION 6 �ti 0, j' 0 0.00 PROPOSED CONTOURS FENCE ENCLOSURE 6 __ co`O 6 ° CORNER ON PROP LINE 6 � , 68 - - 66 b1s _ b - 0.00 - - - EXISTING CONTOURS 6� '' °e. t-�y - - - r - - - -TAP - - -► 6� - - - - - - - - GE FLOW "lo �� p FENCE ENCLOSU h�F R - - oy `' a ET WALL INPL _,j PL - ` I DIRECTION OF DRAINAGE CORNER 0.16' SOUTH �� b ;�` tt a1 �. 2.16 ;: F -- -- �, .. �6 w �. A �• C re ;� I I I SHEET FLOW 6hA J OF PROP LINE ( - - - 6� N �y� ;,. L LL L I i 3 PL p '�- SEE SHEET C3 bh. I 47' N 0' 0' 00" W PROPERTY LINE I / FILLED L .28f PL �h �. tL h.. \. 67 216 y F 5 �' -FL� .95 CB (WATER ) 4 I i1c i' I - I w A1C �6 5 - I CONTROL JOINT z /� .' / n r� �- )1 $8' coCc tlu I I I C2 o 1:4% 2.17 .. r_ t...b 8' 2' r I I r7 URB CON I I C2 APPRO 0.7' y�o O N �-� CIO' y I O EXPAP SIGN JOINT IW. of ROP �t% .. ,` • . • LIP 65.44 w \ I 2.9 O O°0 �'� T 65.40 A•` 1 z............................................ ISOLATION JOINT c2 I LINE o ,6:.---_to- _ TG 67.32 #2 3 co Ci z I I \ o T 68. 8 i . 2.3 Ts 68.33 1 • o I , t. - - - - � 1K f �, . I 66. GRADE BREAK !..: ... 2.1 RIM. EL 65.6�' A° 00 �� �; I � _ K O L WOO EN IE t52. 3' l 0� W I I © REDUCED PRESSURE BACKFLOW PREVENTER K �• N G�`P` g' F7P LRBAGE �1C� &348.76 A ALT FXI N 2.14 \ c -a\-mac-� I cv 6 5 I PL b TS 67.43 I REINFORCED CONCRETE TANKER PATH ng �` 2.13 TSS65 ;49) ,a I 1 ( 6" CONCRETE W/14 DEFORMED BAR TW 69.05 I PIA EL 65. I �''9 67,6 TS 68. Q� IE 6 .74' 8"�iVC N j o I COMPACTED lAtN` 90% RELATIVEOIL ob, 6$.9rJj 6� TS 67.60 IE 6 .24' 8" VC E STM MH SAPJ CO � I �• . �, 7 �� � •0-�, (RIhN �L 65.78� N DENSITY. RIM EL 66.16 T 68.2 - - - - RIDGE -� - - - I I I 2.9 IE 16 .48' 18" .CONS N BW BACK OF WALK TC TOP OF CURB h6 2� r9 8'IE 16 IE 16 .18 118" CONC E / I FF FINISH FLOOR TG TOP OF GRATE IE 16 .18' 12 CONC E J 5� t° FL FLOW LINE TI TOP OF ISLAND U h> g ri 2.6 O I I 6 66 J I� ---- co i 06�• I _ _ I 3 / 2.7 rL_TW 6 7 // \ gym` I TFS TOP OF FLOOR SLAB PB LEVEL PAVEMENT AT ao z I \ DISPENSER PIT BOX 6 ' \ LIP BSW ,65.76 Q « . e O . / / I •6 ; / rn I I IE INVERT ELEVATION TOW TOP OF WALL 6 �e Got h \ / P8 8 0 PB 7.8 I I1 0 :... w , I Q n a a fi 2.3 ^ O e \ ASPHa T \ 6 65e o I M IN CA = t.1. ETER 2.15 r SAt1 CO /� / !\ ( p L�6 .6 �? I 2" BRASS DI 1.5p LIP EDGE OF SWALE OR GUTTER TP TOP OF PAVEMENT cn 0 PIM EL t .'05 / O I rlI , I i1-5TORti' \ N ri / o �' I W TS TOP OF SLAB FG FINISH GRADE a � FOR AR to � by%• � � Q.� .• UNCH DIN .3 w WASH\ I z n J W V I w o CONC CONC "FOOD MART" wo O�.L TIC .71� �.� I I GB GRADE BREAK TW TOP OF WALK z �a PAD _bti to BW U.88 / / .FF=68.38' !� I . � U( I � �$�6 h .�>� TC 68. 3 F / /' I to w Q. I L H o - $�� s TS 68. 3 6 C /� 2. t 3 L �, w I I I KEY NOTES °° � x 2.18 . H I 6 �i A I Z - - 1_ - - I a �a fig 1° BW 69.05 �'\ - -- - - -- /--- -- -- w N w i o e a i I �"'�' DIV\CIMLCAD\NOTES\KEYNOTES DRAIH TREN H D DIVISION 2 - SITE WORK y6 /\ rJ \/ \ I rci I_7III bit I 2.1 PLANTER CURB, DETAIL K16, SHEET C2. O / R. W. DICATIOI` - - , 1 I FUEL / I _ � D 1 I Z 2.2 NOT USED. �b"M / / / i I CON 2 ! PUMPS �1.ox I EED 0 CITY 4 /APL\, ° - - -- - - - - - C. N0. 903270_ 6 W 2.3 RAISED CONCRETE WALK, DETAIL D10, SHEET C2. bib �, \\ //\\/ / / I , rf�- _ Z ITY _ )U CIL R .SOLUTIO « �6 // 1-STOPI �\ 67,6' �'� BOLLARD✓ i E N0. 7032308 Q I ( I 2.4 TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS. Q I 67 i � �ONC BLDGi I I � TS 68.007 � I "CHEVRON �; T BI CONE ( CCPS 7.7 Z // CAR wa H" �, I A E� T! .93 PB ,0 ISLAND I Q, 2.5 CURB AND GUTTER, DETAIL G16, SHEET C2. FF= 68.�1' \ BW 69.05 LI lry CONC CONC m O }a I I 2.6 ASPHALT CEMENT PAVING, DETAIL D7, SHEET C2. � I TS 68. 6 � � i- I ! W I I i SIGN '• I TS 60.17 �^ I W / � i � � SF�T LT � I N 2.7 CONCRETE PAVING, DETAIL G7, SHEET C2. aILI- / T 6 .2 ISLAND t9 o I N I » v i / I Z� � 2.5 : � I 2.8 2' WIDE VALLEY GUTTER FORMED IN DRIVE SLAB 1 DEEP. C 1K :ONC 2.8 pp z I I L.Ij/ /� I 0 � � 2. ISLAN to 2'7 I ISLAND i0 I _.! � 1 I � 2.9 3' WIDE BY 1" DEEP CONCRETE VALLEY GUTTER, DETAIL K10, SHEET C2. \ dV 68.8$ TC 6 6 E ( 2.7 PL FUELr (0Fk I I 2.10 SAW CUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND 12 MIN. OF CON I 16 t� ASPHALT FOR CONFORM PAVING. FILLERL S M MH \ b F °� �$� i - _ I CAPS u�j P, EL 65..`1' I I 10TELE `� 2.11 CONSTRUCT DRIVEWAY PER AUBURN STANDARD DETAIL STDW-1C. MATCH �g -h (TYP) D r1 I O `` ' LJ I I 64.01' 8' C NC I MH M 6 EXISTING LINE GRADE. oti 6 \ TS 67.83 J I g6 P 7.6 I ° TS 67.23 B/ ttpp Q4 / 1665° 06 2.12 REPLACE CURB, GUTTER AND SIDEWALK, AUBURN STANDARD DETAIL STSW-1. TRENCH DRAIN h� , I �pT s �,� y'S1 H `` I I I MATCH EXISTING LINE AND GRADE. gg GOIC 6 ° - -- - = 4� e R 35.00 663 6 °BS•L1- - 2. - 54.89' a 2.13 CONCRETE SLAB EDGE, DETAIL G10, SHEET C2. 61RIM L 68.2 'L`'ozj OIL/WA'f - - -- - 5• \ 6lb. i e� h� IN CONC VAULT TS 68.00 4,w .-'�' g I I 2.14 TANK SLAB, SEE ARCHITECTURAL PLANS FOR THICKNESS, REINFORCING AND 6�ye �� t$ t IE 66. 2.13 GB - ! " 6 , �: - 1 0 JOINTS: TP 6A 00 - - SETT NW E B LT LIGHT POLE 5 -__ ,• IE 66. 6" PVC BAFFLE LL STM TRAFFI ; � ..,NAI_ �E; EL 6 .05' �� I " fib 6�1� I 6" PV S IP OT VIS N PL I RIM I65.94' 2.15 PLACE ISOLATION JOINT BETWEEN BUILDING AND ABUTTING CONCRETE. 4" A '0 TC CO JC RET WALL TW 68.17 cn U y BOTT EL 0 : ' 6 yy IE 6 . 4' 18" CONC o `,9•o'5 ❑ !� ��66' b� Q 1 2.17 w 2.16 RETAINING WALL PER DETAIL G4 SHEET C2. '�• IE 6 .64' 18" CONC N a E F� �i�" U PL TO 68.DD � . '1`S 67 1 1 6`'b I co » „ E I IE 6 .44' 8' CONC W �f`` �• 6p' I 2.17 CONTRACTOR TO PROTECT ALL EXISTING TRAFFIC SIGNAL J BOXES, CONDUIT r*r `o tS _ U.G. PWR EASEMEN I I / IE 6 .44' 18" CONC E a, AND WIRE. RE -SET BOXES TO NEW GRADE. ASPHALT ` ..217r -~;i- . "�-�r.�': 4 REC. N0. 90052104 �6' I p GB/TS 68.8 e� Ol I RIM LSTM �65.84' I 0 2.18 INSTALL "NO LEFT TURN" SIGN R3-2(L), R3-2 P(L). I ❑ _ Cg> C► �' WARRANTY ARRANT ' EED v� '�� '� dt i at I I IE 6 .54' aD 2.1 �° _ , h h 8" CONC W EC w I 2.6 REC. ITNO��72082ENA18U334 iTH C hIANTS 2.1 65.51' c� �C� � . �' �C,\ ��N it tUL = ASPHALT S RE N 8?04020341 1 6 �, p ' 89 51 22 s% I IE 64.3t' IP rJ \ /' F, Pv' _ CONC cD 0 61 i E 6 2. 8 12 �.\ ` i I R __3"O' . 12 rho I �\ ILLUMINATED 5IG 6�6 ,110 XL/WATE 5 P, _ ��, IN CON AU T "CHEVRON" FI_ �\.;\ i rp ' LIP/GB 6.64 , �� GUY - 66� o / L 54.s9' T NST A M NT RIM E 68.12 // EXPIRED) P IE 6 1' 6" ONC tJ 6j2 ,�/� ` 6�. \� �. �� ' �hn �� � �G ,. �yh;, POl_F�,�.y' 6,,Q ' �� ! � �6�h -•-._� D C D o RE 0. 9609230324 $, �i�-- 0 ' ' / E • v , / v 6 / T BAFFLE t 1' TG 66.8) ��� FL 57.20 \ ���' 6� 0 sb ;;� ,P b . �' , ! 6� g CROSSWALK (n OTTOM EL 41' LIP 66.97 6 i to FL 68.00 tSj 2.9 �; GB IP 67.29 2.5 - - �a c ` ag ` MARK DATE Fi�lONS INITIAL � - � ., 6r• SEPJTRY' � 3.6X---i .- � - - - 66 �6!� � '' ��/ `,---_•_ 0 P �\ � 6 � L � � .5 '�, I SLOPE: U11U 1Y EA:>Eiti1LI�! i EC Cy)t� 6 ��9^ BSW-$ ((��G REC. N0. 7208290367 �,1 AULT \-- GRADING PLAN 6�. ��• 6� 6�. e° 6 6 ECC = $929'00 W -- BUS STOP SIGN u7 COJ1C �� i 1.48.09 9` -w `'141`99• h� N r. - j� ::.. N 8 CONC DRIVEWAY P"A7]` TRAFFIC SIGN I 9' Z C n� cot C Icl SWAY GONC 1MALY•, 'T . ET AGREEMENT : CONC` DC?I`.'EWAY U'iG. PWR EASEMENT 1 2 18 I i 1 oa; RE(: NO. 920505051 ri Q,' REC. NO. 6662495 �� as i k STA. 9-4998 1 m.jPROJECT RE ti.. •------\--_---__---,�' � Bw aaoo sus 3 /ram/s� � 501 AUBURN WAY NORTH 3 12, 3 R E �� 77 ` i �6 I AUBURN, WASHINGTON EASEMENT IN RI E 6 .7 ' SE / ' I THESE PLANS ARE APPROVED FOR CONFORMANCE MATH REC. 0.'S 9609230324 CUTLINE FL 66.84 CUTL E FL 66.58f <1_ \� THE CITY OF AUSURN'S ENGINEERING DIVISION REQUIREMENTS. v 9609230334 2.10 2.12 2.11 2.12 STM MH rn RIM EL 65.82' c 00 IE 64.2¢i 8" CONC NE I chevron IE 64.22 8 CONC NW Q&2�� S � 2 10 T AFFIC SIGNAL 1►1nnTu APPROVED BY: -_1 LIGHT (TYP) NORTH 9 lL� / DATE APPROVED:4-41 o � % rn ARCHITECTURE *ENGINEERING • ENVIRONMr,NTAL SERVICES N �� �� ao �ti 5 6'� RECORD DRAWING CERTIFICATION 1137 N. McDOWELL BLVD. PETALUMA. CA E4954 (707) 765-1660 00�/ 006� _ `' . _ _ - 6 -- --- -- - / THESE DRAWINGS CONFORM TO THE CONTRACTORS IDBB OROUP INC. JOHN W. JOHNSON, ARCHITECT n CONSTRUCTION RECORDS p T FtHL REVIEW N-4MAL DATE DATE: 03SEPT98 15th STREET,,,,NE.,, _ + `7 r� oy VVJ1.ij PRELIMINARY y PLANNING DR. BY: 518.44' �' o � PF o 59 I o F 4 - - - - G,, 0 5 10 � 20 3 40 BY. CTMI BID v> � A a z 0 z Q GRADI�p NG NOTES 66 k� BLDG PERMIT APPR.: Y . *I ((\\�II ARE ON C2. t12 \ A STREET I 1 � TITI..EjpOStT10N: GENERAL BID RHL � 8879.20 y I PERMIT Z CONSTRUCTION SHEET SCALE: 1 "=1f0� o not use drawing -0" COWI1RWD BY CITY DATE: �b[dAL C 1 for construction unless Initialed 0 1 2 3 4 S 7 8 9 10 11 12 13 14 1S 17 18 XPCFS, F1\DIV\CH\24X3G.DWG, F:\PROJECT`.CH\88792\88792:DWG, F:\PROJECT\.CH\88792\8 792FP.DWG, E.\PROJECT\CH\88792`\.88792SRV.DWG Otfl I I um nm uuunm III IIIIIII IIIIIIIIIIIIIIII I t l 11 II Itll IIIIIIII III I IIIIII III I I I II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111 I I I I I IIIIII II IIIIIIIII I IIIIIIIIIII I I IIIIIIII IIIIIII I I III II II IIIIIIII III I I I I IIIIIII II I I I I IIIIIII IIII (IIII I I I III IIIII II IIII IIIIIIIIIIIIIIIIIIIII IIIII IIII III III I III IIIII fIII (lilt IIIIIII III IIII IIIIII III IIIIIIIIIIIIIIIIIIIII III IIIIII H NtiltM it II t1lfliHi111tI111tII1tlitilllllllllll111111111111111111111111111111111111 I I II I II I IIIIIIIItIIIIIIIilllll I II II I IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIId1111tlI11IIIItlilI11111illlllllllllllllllllllllllllllllllllllllliflttlllltltfl fl N Ii i I III IIIIIIIIIII it II III I Itllfllll IIII IIIIIIIIIIItII IIf II Illlttlllll IIIIIIII I I I III IIII IIIIIIIII I I H111 III I IIIIIIIIIIIIII II IIIIII IIIII I I IIIIIIIIIIIIIiIII i I I I I IIIII0111111 I II e I IIII IIII IIIII I it I IIIIIIIIIIIIIIIIIIIIIIiI IIIII I IIIIIIIIIIIIIIII (IIII I III IIIIIII IIIIIIIIIII I I IIIIILIII IIIIIII IIIIIIII I I I I I IIIIIIIIIIIIillllll I t IIIII IIIIIIIIIIIIIIII IIIII I I I IIIIIIII IIIIII II I i I III IIIIIIIII IIIIIIIIIIIIIIII IIII IIIIII IIIIILIII II IIII I IIIIIIIIIIIIIIIIIIIIIIIIlIIIllilillllilillll II i I I IIIIIII (IIIIIII IIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIII II ll I I I I III IIIII IIIIIII IIIIIIIIIII I I II II I III II II IIIIIIIIIIIIIIII .IIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiII.IIIIIIIIIIIIIIIIIIIIIII .III IIIIIII I 14 15 16 17 1 18 M L K i PSI re O✓ Q EE 0 c a) r a.a Q v In c� CD 0) C N z Q N U O N n 00 Ib / 0 0 O C4 0) I\ tb 00 O Cr Q- v U1 6 z 0 z_ Q D NO I� 1 2 3 4 GRADING NOTES CONCRETE SLAB TRICKED CITY OF AUBURN- GENERAL NOTES - EXPANSION JOINT WHEN ISOLATION JOINT ADJACENT TO CONCRETE YARD ORGAC ASOCCURS \DIV\CIVILCAD\NOTES\GRDNOTES 1. THIS PLAN HAS BEEN REVIEWED BY THE CITY AND/OR ITS AUTHORIZED REPRESENTATIVE, BUT SUCH CHECKING AND/OR APPROVAL DOES NOT 1/4" DEEP PETROLEUM #4 BARS 0 14" O.C. MAX. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF ALIBURN'S RESISTANT SEALANT REQUIREMENTS AND SP CIFICATIONS. RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY TO CORRECT ERRORS, CONCRETE CURB. MATCH TOOLED TO 1/4" RADIUS IF 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND FIBER MESH OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS DISCOVERED IN THE BE EXISTING CURB COLOR PLASTIC INSERT REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION TOOLED EDGES (TYPICAL) FIELD DURING THE COURSE OF CONSTRUCTION. RhiL &THE CITY NEED TO INFORMED IN WRITING OF ANY CHANGES MADE DURING CONSTRUCTION PRIOR WHEN REQ'D 1/2> IS NOT USED (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE: AND MUNICIPAL TO EXECUTION OF THE WORK. TOOLED EDGES (TYP.) CONSTRUCTION" LATEST THE CITY OF AUBURN STANDARD EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY DETAILS AND DEVELOPMENT PROJECT ASPHALT CONC. CONDITION 2. ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE GOVERNING AGENCY'S 2" OR SPECIFICATIONS. AS OCCURS PRIOR TO CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS PER PLAN m BACKER ROD PER PER PLAN STAMPED AND SIGNED OFF BY THE APPROPRIATE GOVERNING AGENCY PRIOR TO MANUFACTURER'S SPECS 3, THE CONTRACTOR IS R UIRED TO HAVE A COPY OF STANDARD CONSTRUCTION THE INSTALLATION OF THE IMPROVEMENTS. NOTES, STANDARD DET ILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE 3. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN - //\//\//\r (2) #3 BARS, CONT. DOWEL JOINT FILLER ALONG WITH A COPY 0 THE APPROVED DEVELOPMENT PLANS. ;� APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE /\\/\\�° INTO EXISTING CURB WHERE 4. A PRE -CONSTRUCTION EETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE = } OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT N //�\\// OCCURS _ WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO - - INTERRUPT REINFORCING AT BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED JOINT (AS APPLICABLE) 5, LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, _ I `� #4 BARS ®18" O.C. MAX. BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL \// //\\// THICKENED SLAB WHERE LOCATION MARKING AN RESPONSIBILITY FOR UNDERGROUND FACILITIES OR 3" (TYP.) UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE OCCURS, SEE THICKENED UTILITIES IS GOVERNED Y THE PROVISIONS OF CHAPTER 19.122 REVISED CODE ONE -CALL AT (800) 424-5555 TO INDICATE EXISTING UTILITIES AT LEAST 48 ISOLATION JOINT SLAB EDGE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL 3'-0" HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY /� r// NOTE: A CALL ONE CALL (1-80 -424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXPANSION JOINTS SEWER, STORM SEWER, AS, POWER, TELEPHONE AND TELEVISION). EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED Q Q. Q 40'-0" O.C. MAX. AND AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD, CONTROL JOINTS 1/4" DEEP PETROLEUM 6. THE CONTRACTOR IS CAUTIONED SHOWN ON THE DRAWIN THAT OVERHEAD ELECTRICAL LINES ARE NOT S. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING NOTE: EXPANSION JOINTS 0 40'-0" O.C. MAX. & 4, AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, 6" CAD 10'-0" O.C. MAX. WHEN ADJACENT TO CONCRETE RESISTANT SEALANT BURKE U-SEAL #3204 OR EQUAL THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL CONTROL JOINTS © 10'-0" O.C. MAX. ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON YARD CONTINUE JOINTS THROUGH JOINT AREAS AND SHALL FOL OW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY WHEN ADJACENT TO CONCRETE YARD SITE, ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE CURB. 9„ - TOOLED TO 1/4" RADIUS IF LAW AND REGULATION. CONTINUE JOINTS THROUGH SCALE. EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR 1 2 PLASTIC INSERT IS NOT USED SHALL NOTIFY RHL IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT H 7. TRAFFIC CONTROL AND PUBLIC ON THIS PROJE STREET MAINTENANCE FOR SAFETY OF THE TRAVELING T SHALL BE THE SOLE RESPONSIBILITY OF THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. _11f+V� Kl A PLANTER CURB BACKER ROD PER CONTRACTOR AND ALL ETHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE K10 CONCRETE SWALE 5, ALL WORK SHALL BE PER OSHA AND ALL APPLICABLE FEDERAL, STATE AND LOCAL ° MANUFACTURER'S SPECS APPROVAL OF THE CITYOF AUBURN. CONTRACTORS AND THEIR SURETY SHALL CODE REQUIREMENTS. N.T,S. DIV\CIMLCAD\DETAILS\526CURBS\0252604D m m ]3- BE LIABLE FOR INJURIE AND DAMAGES TO PERSONS AND PROPERTY SUFFERED 6. THE CONTRACTOR SHALL SECURE ALL ENCROACHMENT PERMITS FROM ALL 1"at'-O" DIV\CIVILCAD\DETAILS\526CURBS\02526o16D 19961231.08 4 -'BECAUSE N OF CONTRACT RS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. APPLICABLE AGENCIES BEFORE THE COMMENCEMENT OF WORK. 1/2"0 X 18" OILED SMOOTH TYP STEEL DOWEL 0 18" O.C. CONCRETE SLAB 7. THE CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE WASHINGTON 6'° 1'-6" (OR PLANTER) DIVISION OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER INTERRUPT REINFORCING AT JOINT (AS APPLICABLE) #4 REBAR 14" O.C. EACH WAY FIVE FEET IN DEPTH. CONCRETE CURB AND GUTTER. 8. CONTRACTOR AGREES THAT HE SHALL ASSUMES SOLE AND COMPLETE MATCH EXISTING CURB AND JOINT FILLER CONCRETE CURB RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION GUTTER COLOR WHEN REQ'D - CONCRETE SLAB W/FIBER MESH OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS TOOLED EDGES REINFORCING REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL TOOLED EDGES (TYP.) EXPANSION JOINT 0 NEW SLAB #4 BAR CONT. AT PERIMETER WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD N SLAB WITH #4 REBAR 14" O.C. EACH WAY (TYP,) THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR CONCRETE THICKENED EDGE &ISOLATION vx!2 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, l R. JOINT OR A.C. AS OCCURS TOOLED EDGE EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR EXISTING DRIVEWAY THE ENGINEER. THE ENGINEER ASSUMES NO RESPONSIBILITY EXCEPT FOR THE = • . - .• ' 18" Q.C. VERT. CONCRETE SLAB W/ FIBERMESH REINFORCING ADEQUACY OF HISDESIGN CONTAINED HEREIN.#4 M WALL 9. GRADING PLAN ELEVATIONS ARE BASED ON A SURVEY BY > 0 o %. ROE HITCHINGS, INC. & 1/4" DEEP PETROLEUM 16 `y (CONCRETE 2500 P.S.I.) �..' ® 4. .. H D BUSH. \ RESISTANT SEALANT BURKE U-SEAL R EQUAL #4 6 I-- ® 18" O.C. \ 2:1 MAX. \ a :" w :`. �:`. / /\ ��� 10. ALL GRADING AND PAVEMENT SECTIONS TO BE CONSISTENT WITH GEOTECHNICAL (3) #3 BARS CONTINUOUS. #3204 .. �/l \ \ �••. w , .. \/ •� � •• // \\j \\/\\ \\ \\ \\ \ REPORT BY REDMOND AND ASSOC., DATED 6/29/98. DOWEL INTO EXISTING CURB WHERE OCCURS R TOOLED TO 1/4" RADIUS / (3) #4 CONT., HORIZ, w '\ /; 11. ALL GRADING TO BE IN ACCORDANCE WITH U.B.C. APPENDIX CHAPTER # 33, &GUTTER 1/4/SLAB 1/4" /\e� \\ z \ \ \ \ \ \ \ \ \ \• \ // // // // // // // // // // // // // \f//�(/�(/� \\�DEPTH %//% r\///\\//{//�/��%/� /�/��/ //�/ //� FILL/NATIVE SOIL COMPACTED 1994 U.B.C. #3 BAR ® 18' O.C. \\ / j ip\/�\\\//\\\�rj\\//\\\�\\\� f\\\�\r\\ PDENSITY TO MIN. 90� RELATIVE DENSITY 12. ALL GRADING AND PAVEMENT SECTIONS TO BE CONSISTENT WITH PROJECT a . BACKER ROD PER �// // iD\/j%j%j%/\�j�\//��/�fj/��//ii//� TOFILLMIN. T OEoSRELATOIL IVE SPECIFICATIONS. MANUFACTURER'S SPECS m . ' "� OR PER SOILS REPC.^,T 13. FOR INVERT ELEVATIONS AND PIPING INFORMATION SEE UTILITY PLAN, SHEET C3. NOTES: V) ° M '� 14. CONTRACTOR IS RESPONSIBLE FOR RESETTING EXISTING MONITORING WELLS, 1. EXPANSION JOINTS 0 40'-0" O.C. MAX. & REINFORCING CONTINUES ~ . - •. MANHOLES, CLEAN -OUT OR ANY OTHER STRUCTURE TO REMAIN AS NECESSARY. 2. CONTROL JOINTS 0 10'-0" O.C. MAX. ACROSS JOINT (AS OCCURS) 12" 12" 15. ALL NEW ASPHALTIC CONCRETE PAVING AND CONCRETE WORK SHALL MATCH THE 3. WHEN ADJACENT TO CONCRETE TOOLED CONTROL JOINT TOOLEDCON 6�. EXISTING GRADES AT OF WORK. DRAIN CONCRETE SLABS AWAY FROM SLAB CONTINUE JOINTS C (OR 2z DISPENSERS AND BUILDINGS. THROUGH CURB & GUTTER 16. REPLACE EXISTING A.C. PAVING AND/OR CONCRETE AS REQUIRED DUE TO NEW CONSTRUCTION. INSTALL NEW PAVING PER PLAN SPECIFICATIONS. Gl� c 6' CURB WITH 1�" GUTTER G1O CONCRETE SLAB EDGE G4 RETAINING WALL G% CONCRETE PAVING SECTION 17. EXISTING A.C. PAVING AND/OR CONCRETE SHALL BE CUT TO A NEAT, STRAIGHT LINE (WHEN APPLICABLE). A.C. PAVING EXPOSED EDGES SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. DIV\CIMLCAD\DETAILS\700DRNGE\0270015D.DWG 19961230.161002 N.T.S. DIV\CIVILCA \DETAILS\478RETWL\0247803D "ae1'-Q" DIV\CIVILCAD\DETAILS\520PCPAV\0252002D 1"m1'-p" DIV\CIMLCAD\DETAILS\52OPCPAV\0252001D 18. NEW CONCRETE PAVING TO BE SEALED ENTIRELY WITH C & L COATING WB-20 CONSTRUCTION SEQUENCE AQUA-CRETE. SEAL ALL CONCRETE JOINTS PER CLIENTS REPRESENTATIVE'S - 6 X 6, W-1.4 X W-1.4 W.W.F. DIRECTION. 1/4" DEEP PETROLEUM RESISTANT SEALANT BURKE 1 CENTERED IN SLAB. 19. ALL TOP OF CURBS ARE TO BE 6" ABOVE ADJACENT PAVEMENT OR FLOW LINE JOINT U-SEAL #3204 OR EQUAL g" 4" CONC. SLAB. W/ UNLESS INDICATED OTHERWISE. THE CONSTRUCTION SEQUENCE WILL BE AS FOLLOWS: 1 2" TOOLED TO 1/4" RADIUS IF 10.0't = "� ASPHALTIC CONCRETE FIBERMESH REINFORCING FENCE OFF THE SITE PLASTIC INSERT IS NOT USED OVER COMPACTED FILL REMOVE ALL EXISTING STRUCTURES 2.75 1.0' 2.0' 1.0' 2.75' -- TOOLED EDGE BACKER ROD PER ° MANUFACTURER'S SPECS 6" OR PER PLAN REMOVE EXISTING TANKS AND U.G. STRUCTURES m '- AGGREGATE BASE 3„ INSTALL NEW U.G. TANKS ° TYP. 1/2"0 X 18" OILED SMOOTH A.0 PAVING OR CONC. PAVING S.W.1 /4 SEC. 7, T21 N, RSE, W.M. INSTALL NEW STRUCTURES STEEL DOWEL (� 1'-6" O.C. / /\ WITH EXPANSION JOINT, r REINFORCING (AS OCCURS) \j\�\\ SUB -GRADE PER SOILS REPORT AS OCCURS at 1I INSTALL NEW U.G. PIPING UTILITY) ( ) TEST ALL PIPING JOINT FILLER /%�/j\ 1 /2 "0 CORE NOTES: \//\/ r\ r� \ /\\ \ LAY ALL CONCRETE dt A/C PAVING EXIST. CONC.1 NEW CONC. .. .. \//\\//\\//\\/ \ /\\/%\�//\\//\�• �/j\j 1. PAVING SECTIONS BASED REPORT. I // \ \�- �/ #4 CONT. T. & B. FINISHIN BUILDINGS D EXPANSION JOINT O EXIST. SLAB `/i�\\/j/\\/j/\�/\ /\\//\\/\\/�\/ LEVEL /\/�/\�/ ON SOILS ,� //\�/j• OPEN FOR BUSINESS \\\//�l 2. ALL GRADING SHALL BE NOTES: \ \\j\\j\/\j\\j�j PERFORMED IN NTH SOILS 1. EXPANSION JOINTS 0 40'-0' MAX. L3 1/4" DEEP PETROLEUM \\/r\�\��\��\\�/\�\�\�\/\ REPORT BY:E 2, CONTROL JOINTS 0 10'-0" MAX, RESISTANT SEALANT BURKE \\//\��� REDMOND & ASSOC. 6" 3. WHEN ADJACENT TO CONCRETE SLAB U-SEAL #3204 OR EQUAL DATED: 6/29/98 CONTINUE SLAB JOINTS THROUGH ----- 1-1/2" OR JOINT TOOLED TO 1/4" RADIUS NOTE: RAISED CONCRETE WALK. 4. ISOLATION JOINT AND THICKENED - 1/4 SLAB 1/4' I PLANTING ON BIO SWALE SHALL SLAB EDGE MAYBE SUBSTITUD - DEPTH BE GRASS SEED MIX #1 PER FOR EXPANSION JOINT. CITY OF AUBURN STANDARDS. BACKER ROD PER ° MANUFACTURER'S SPECS. m D4 TYP. B O SWALE SECTION D7 A.C. PAVING SECTION PER SOILS REPORT D10 RAISED CONCRETE WALK - -- -- _ a 6' 3" MARK DATE REVISIONS INITIAL TYP. #4 DEFORMED BAR x 18" MIN, ® 18" Q.C. DRIVE INTO NO SCALE DTLS\GEN\02SITEWK\511ASPLT\0251101G 1"v1'-p" DIV\CIVILCAD\DETAILS\528WALKS\0252801D 19961230.142318 CIVIL DETAIL 1 /2"0 CORE EXIST. CONC. NEW CONC. REINFORCING (AS OCCURS) N.T.S. CHRISTY F1 VALVE BOX CHRISTY F1 VALVE BOX W/F8C CAST IRON LID `r/�%� PROJECT REF: BLD 0800-98 W/F8C CST IRON LID DOWELLED JOINT 0 EXIST, SLAB E 1/2" CROWN ABOVE APPROVED CAP 1/2" CROWN ABOVE APPROVED CAP ADJACENT PAVING AC OR CONCRETE YARD AS ADJACENT PAVING AC OR CONCRETE YARD AS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH S.A. # 9-4998 ORFICE #4=2.0"0 OCCURS OCCURS THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. 1501 AUBURN WAY NORTH SEALANT: BURKE U-SEAL ORFICE #3=1.0" 0 0 25. 100 YEAR STAGE AUBURN, WASHINGTON #3204 OR APPROVED EQUAL 0 25' ° ORFICE #2=2.75.0 a _ a a _ a BACKER ROD PER 1 4" MANUFACTURER'S 0.5' loll 6" MIN. CONCRETE COLLAR loll 6" MIN. CONCRETE COLLAR APPROVED BY: � -e �� RECOMMENDATION " � NOTES. CAST IRON OR PVC RISER 1, COVER SHALL BE DATE APPROVED: s <o Chevron m � METAL KEYWAY JOINT BY 12" 12" "TWO-WAY" ABS CLEANOUT "S" tJn �t i� BURKE, 'r<EY-LOC OR '~- '� LABELED WITH AN FITTING FOR SEWER OR AN "SD APPROVED EQUAL FOR STORM DRAIN AS RECORD DRAWING CERTIFICATION REINFORCING CONTINUES APPLICABLE. PIPE BEDDING PER AGENCY REQUIREMENTS THESE DRAWINGS CONFORM TO THE CONTRACTOR'S ACROSS JOINT 2. RISER TO BE SAME PIPE BEDDING PER AGENCY CONSTRUCTION RECORDS 61.53 DIAMETER AS LATERAL. PIPE TYPE AND SIZE REQUIREMENTS ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES STEEL STAKES AT COLD 3. FOR 2-WAY FITTINGCONTACT 800-GOT-IRON PER PLAN NOTES: 1137 N. McDOWELL BLVD. PETALUMA, CA 94954 (707 765-1660 KEYED JOINT DURING POUR ORFICE #1=1.1875"0 1. COVER SHALL BE ION JOHN W. JOHNSON, ARCHITECT F KEYED COLD JOINT ROTE. O LABELED WITH AN "S" FOR SEWER OR AN "SD BY: , RHL REVIEW WAS}!! INITIAL DATE DATE: 03SEPT98 NOTE: FOR INTERRUPTED POURS, SUBMIT PROPOSED DESIGN DISCHARGES FOR STORM DRAIN AS APPLICABLE. DATE; Of PRELIMINARY �ti ".' DR. BY: SUBSTITUTED FOR CONTROL JOINT ALTERNATE TO ENGINEER 2 YR = 0.045 CFS 2. RISER TO BE SAME �Q' � Q PLANNING FOR APPROVAL 10 YR = 0.19 CFS 25 YR = 0.25 CFS NOTE: SEE CITY OF AUBURN MULTIPLE IF LINE SIZE IS LARGER THAN 4" IN DIAMETER, AS LATERAL. TITLE/POSITION: ti STEEL BIDDIAMETER _ BLDG PERMIT APPR.: 100 YR = 0.33 CFS ORIFICE CONTROL STRUCTURE NOTE: USE A STANDARD 6" WYE IN NOTES: i� F .. STD. DETAIL DEV-2. CHRISTY PH. # (800) 486-7070 PLACE OF TWO-WAY FITTNG. CHRISTY PH. # (800) 486-7070 dq 34112 GENERAL BID RHL # 8879.20 CONFIRMED BY CITY DATE: °f' �• PERMIT REV'S sj�N�, CONSTRUCTION Do not use drawing Al CONCRETE JOINTS AL�. ORIFICE DISCHARGE SCHEMATIC A7 TWO-WAY CLEANOUT TO GRADE A1O CLEANOUT TO GRADE SHEET for construction unless initialed i 1/2"-1'-0" \DIV\CIVILCAD\DETAILS\520PCPAV\0252004D 19961230.110321 N.T.S. 1"s1'-0" DIV\CIMLCAD\DETAILS\600PIPNG\0260001D 19970307.131650 1"=1'-0" DIV\CIMLCAD\DETAILS\600PIPNG\0260006D 19970307.131735 17 13 14 15 16 17 18 K 19 J H W. F 0 C B 10 1 2 3 4 5 f0 RFTS F :\DTV\CH\24X36,DWG Q 6�/gyp ( -- - ---------- --rill III it lillliH11111111 i - ---------- z 73 m N li -o E a) E a C: a) rn O C14 co co 0 CD r- co 00 0 a_ v co Q cn 6 z 0 z fr 0 4 i :1 IF W, 0 M 7 J i F 0 u U) M CV co 0 0 On 3 -a v 0 C'4 rn r- 00 00 0 o B 0 N rn co 00 0 d' Y U) C) U1 a A Z 0 Z_ Q 0 3 W 4 t 1-1 7 q \n/ 1 /a qP-r 7 T?1 N1 R5 F w NA 1 2 3 4 'S d 7 8 g 10 :.. . _. f' _ �, �� \ 7 FP, F F \PRCJJEGT\GH\8€ii.. 2889r SLI ���,I)W�, �`.`ePRfl )F ..T <C_N .�3H. r' �'i �� t� 12 n O 0 A F 15 16 1 17 1 18 EROSION CONTROL LEGEND DIV\CIVILCAD\LEGENDS\EROLEG • • HAY BALE WITH FILTER FABRIC. rS Q SANDBAG BARRIER, ONE ROW, 2 BAGS HIGH GRAVELBAG (FILTER) BARRIER, ONE ROW, 2 BAGS HIGH — X X SILT FENCE 'E _ILTER FABRIC FENCE ARE FENCE r 'ILTER FABRIC �I 3ACK FILL --� SILT FB4M DETAIL N.T.S. DIV\CIVILCAD\DETAILS\EROSION\SILTFNCE RUNOFF WATER WITH SEDIMENT STAKED STRAW BALE FILTERED WATER GEOTEXTILE FABRIC COMPACTED SOIL TO PREVENT PIPING DROP INLET WITH GRATE & FILTER FABRIC SECTION A -A STRAW BALES STAKED WITH TWO STAKES PER BALE END AND SIDE OVERLAP AT CORNERS STRAW BALE SILT BASIN N.T.S. DIV\CIVILCAD\DETAILS\EROSION\STRAWBAL 12 13 PROJECT REF: BLD 0800-98 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: Cv EROSION CONTROL NOTES DIV\CIVILCAD\NOTES\EROSION 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCK —PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 4. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES AND DE —SILTING BASINS, ETC. 5. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION IS SUBJECT TO CHANGE. 6. CONFORMANCE WITH THE ECu� EYE'�S OF .,::5 =LAN S ,A" :N No, WAY RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 7. FILL AREAS WHILE BEING BRO Gri i UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWN —DRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WHICH PROTECT CUT —FILL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SLOPE DITCHES TO DE —SILT RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. 8. THE GOVERNING AGENCY'S APPROVAL OF THIS PLAN DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND/OR OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE GOVERNING AGENCY FOR APPROVAL. EROSION CONTROL PLAN L--F STA. # 9-4998 1501 AUBURN WAY NORTH. AUBURN, WASHINGTON �-1,ill'J M Fm K J li DATE APPROVED: o B RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS RY. DATE: TITLE/POSITION: CONFIRMED BY CITY ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES 1137 N. McDOWELL BLVD. PETALUMA, CA 94954 (707) 765-1660 TOW NC. JOHN W. JOHNSON, ARCHITECT B. T� I HL- IF E"m IINITIAL DATE DATE: 03SEPT98 V PRELIMINARY PLANNING DR. BY: IT STEEL BID _ 7 APPR" BLDG PERMIT A GENERAL BID 8879.20 yltlt2 PERMIT REV'S CONSTRUCTIONDo not use drawing�� for construction LL unless initioled 14 15 17 18