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HomeMy WebLinkAboutTED4001808.2ELEG"T. vur✓T FpR >=uTuarr 1.1�iE GENERAL NOTES V,&,T U M •• � ^ � � � � ��� / , � \ / \'� I � � SEE � EF.GcT E 2 �- TERM I �IATi vnl / . $ ' p ^ �1 I \ I 1 .iZ 43T'v7 V e T M AT G k- k EX Cvi2 AtD TY E? \ �� y £ ( �I"IT� I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING VEiZ ICAL - Fll-ltSNl✓1� FIi25T / i �Xlf, �2 G M.I! t`y �'�• �� F f+ II MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. / :FLOOi2OF "0eE:P1T4.L_- E[-C&oo CcLW_U T "0i2.1Z0W_r64_ - Y-l"GA CO. SHOfZT \ \ \ E p {� �/p• II 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR _ { I p ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN i�LAT iZECOi2DEt� UI-a17Et2 \ I Al � PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC 1C1"G, CO. V_eC . N(D. 781Z1490(8. , I I S WORKS . �..� 12E1= S CE C�Ez AW l t.IGS = / v I SxTv_ U12�O C ol--1 C. CUi2 ; , 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS 1 _ ? C> 11 O (� Atjp Gu•TE L G \ v NJ - WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED 1 I� C)F 9eATOK PLAN 2rJ� I I � I `�.0 � , , ��E�- ��T I --), T i v- X �� PLANS, WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC `� I EGG.• �y '� * -• 1 - �� (V �� WORKS, DESIGN ENGINEER, OR STORM WATER UTILITY. /D�vlcq. No1EzTOt�l DEt.INIS S1TI✓InloRl� AN � � �1 �1�- -1 �J1 14. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN =JGJ IGJ.OI S►+1. C� 8f 1 1-�� I I �'JI���h�dl iL / } i I SEE DGNIIZ t#�a I�� PROGRESS. / L 5 - 2% M11.1. 5. DATUM SHALL BE U.S.G.S. UNLESS APPROVED OTHERWISE BY THE CITY OF RENTON DEPARTMENT 11 / OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. E �Ew 15 C 1C, - / 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND /� / \ \ --� _ I, _ c'-�Q�� BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION ��•` ` / / - - - - - - - - - - - 1 - I IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. N� --�, - Z - 7. ALL RETENTION/DETENTION FACILITIES MUST BE INST1RiLED AND IN OPERATION PRIOR TO, OR / IN CONJUCTION WITH ALL CONSTRUCTION CTIVITY, UNLESS OTHERWISE APPROVED BY THE tY ../ / A 3.%6J 73. / t' 7r..r'.a , �i4.lD 74-/ 7�.uj %�� I DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. OTHER / X � I I � B. GRASS SEED MIXTURE MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, iZ - '. �r 11 I G 5 THAN THE CITY OF RENTON APPROVED SEED MIXES, SHALL BE SUBMITTED BY A LANDSCAPE - F ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. / 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN 73 1 (TYYE Ili iZ(M 7Z.3 ± �tM4TCH EX.� -� �-- --y---yam- --.- ...� -_ --- -- -� ACCORDANCE WITH SECTION 7-02 . 3 (1) OF THE CURRENT STATE OF WASHINGTON STANDARD -.-----^--- - '�;M 72.0© 4 \_ t // 1•E C09.3 �IZ {,•O SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING p \� i�IM• 3.I3 \ ( E", (p�j_4a1�t2 u). l�� /' OF THE TRENCH BOTTOM, OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND I COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF �••�j,¢,,,.r) 4J d� PIPE WILL BE SUPPORTED ON A DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA 71.8 I - VA I` 7 U). r CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO �•+ _ + IZ•3 7Z•5 L,%' 3 O MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL, AND 90% OTHERWISE PER ASTM D-1557-70. ���-- /f�/ PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER PVC PIPE. 2 73 � ` 7 L4 F-►2'�UY►P '" '1`9v LF - IZ' GMP ` 1 (vgL-Fr - iie GM'�'� Q 1.0 % &P3 L.F -Ie- 0 CNN7 Le 1.0% 7Z8 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL 1 8 4W(b GPQ� Z77. S HAVE ASPHALT TREATMENT NO. 1 OR BETTER INSIDE AND OUTSIDE. 7(7 g' - g � ct�t� @ 9 Co % 8 4 GPP@ 1. 3 % 7A - '-4W Q �'_(�� ci IIf CAI• G N C� \' I i / � , i 11 STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM &9.I 74.5 C DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK C. 5. 4 I I 3 T-i C. - C• - - - - - - / 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. --J (T Yip E I \I _. L (r V E_ IL /' O/W Cj6VW &Toiz 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED ill M -72.zis I III i�I 71 • 75\_ '-1 M 7Z• 00 - �ZtM 6,6o. %O UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN I,E• �7 5Co(4 w) C•I%S• -1 l.E. <04.83 (IZ'!lc5) I.E. Co4.14 (IZ"l�(E.S,Co3.Z8 (III! IZ°E) ENGINEER. E • 6o'55• So (4" W1 _ - - _ - c•E • (-4.81 (4° V') - -- f� Co 3. 03 OUT 12" SW) 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND i� 17iZAlti Z �� I ►M '1,�-----------� -----'ROCK PLACED TO A 3 -� L1t.ET 1 (SAL1/4,G�E c iZEL.OGL�TE QUARRY"-8 /40% - 70% PASSING; 2" - 4" ROCK/30� - 40 %PAS ING FOLLOWINGET THE AND2 ROCK SPECIFICATIONS: 20% iZIM Co9.75 II�ILET 5 II IWLET 2 izim Co8.80 Fi20M EXIST. SYSTEI�Ii PASSING. 1.E. Cob.42 iztM 70, 10 I'E. �' 18 (12 E Z fi L�IIT�+ SOUP t,tY INU L,ID• I•E. �07. Colo ( G,' ,}S i2lt./I Co8.Co0 I.E. 60-7.00 I 25L�-11 GMt'Qt G0Q"E.GT TO EX. G•�. �I�• iI��7.-T-I I"./ i t712Al1--1 � 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM 3 // �G I.E. CoS.CoO i2lM (09.75 ' ,� - � SDI.ID NDNI-L•.PCiK-I NLa �D # / i MATC" IZINI TO 1'-1EW GiZ•ADI= DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. TO CO"--.;T) 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT G¢� I - I �,�T GVr-2t - RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY _ f r OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING' I�DOTIi�� i�� 12 �IY �� t? i -E� a / % �/A� TCi G -t T. 1?-0,6, %. CONSTRUCTION. l yI tZEMOVE izELOCA�'EI� =��� // �j SEA►- M�TCI-� �I��' 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY / PHASE I PI A R K I N G GARAGE Ex. o/w SEA DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELLED -� /� COOIZC�1�1/r,Tt� S/�.Ll• r J RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW, SHALL REQUIRE AN APPROVED TRAFFIC CO►-•1i� cTkC)" W - 2(o90 G4.L. OIL/WATEt2 CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. I �� SEi�Ai24TOiZ (UTILITY ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL \ MECe� a.1.11CAL t�(.� O O O APPLY. 18. TOPOGRAPHIC INFORMATION, AS SHOWN ON PLANS, TAKEN FROM TOPOGRAPHIC SURVEY BY _j NK- / 1 TOWNSEND - CHASTAIN & ASSOCIATES. INC., DATED 6-30-90. (JOB NO. 86043). ALL EXISTING �U4 LEGT• b1�Gd ,L_) ���� �d L. Mlu UTILITY LOCATION INFORMATION HAS BEEN SHOWN FOR CONVENIENCE. NO GUARANTEE IS MADE - _1-� A!�/-n►�DoNED 21D'lD vA(., 3 / e��s G4,{�AGITY. {�ttTt-1 So�-�O REGARDING THE ACTUAL LOCATIONS OF EXISTING UTILITIES AND ELEVATIONS. CONTRACTOR TO 7 % iZ F1. M U FIELD VERIFY ELEVATIONS PRIOR TO CONSTRUCTION. `� D W hEpARATbf� , FII.I.ED a / 2 LOC-t-► LI p• 1-1 .19. CALL 1-800-424-5555 FOR UTILITY LOCATE BEFORE YOU DIG. _ O/W S�PARATo1z (° � �r- - - Ex. `2" s.�.- - J\I I Ig %K (z1M �L. So,�o 800 GAL. CAPACITY 2AP90 GAAL. CAPA.0 Y L I - S��//�421'��w •tOUT !�"�A. CO �i.l,►.E CT FOOT - r - � •-.�' // / l=X , g �• 1..t . �► I � � �_ >c 1 sT. ��► TC I - �� % 1-�1 �\_-._.-��^1L� I ' F,_, 4(0 •7o (I rJ (a" N E) / BOO 71 I,-� •pfLA,(1,4 NEE: I2DoF DfZAINAC�I� FRoM P�-IASE a 1, ILL TO EXISTIN(a FI•-IA ,� I AND INTO w` �sr. z �Y 'i�E E �TINU 45" I�ETtN710N PIP GONTi�oL M,l-1. --- _ . i x+ t= / _ _Rk- �L ra I I r. Gj?_� Il_i Q t7 �__12 I" G / .0�x )2 "1W SE?AR/4COR G0IJSTCLVGT 101J O- U! Z11�1 !04' ± Qn APr'SOVAL / Qv. rN r-,7I.00' r44. OUT 50.50' S.S. M•N.'4 (Ex)sr. 121M ��.lo` I>v Clnf Mo-r�ar► PALIL LUMBERT C-XI57 C c III _I�,� To tzEMAll�l �� / -rrs ?rPo$7 PLAN R95VlEW l /� (N\l. 44, 4 -I' � 5° 4n C I`x IST:) N IN�i 443-'"4w(>ExIsT) EXISTI G PHASE I PARKING GARAGE N\/, 44. 5�' �" s TexIsr) 1� _ _ F_ 14\4 4.4. Co o' --- 1P" 4,N (NEW) r , I \U� N CALL BEFORE YOU DIG 1-800-424-5555 EL. 38. rio' I J/ 6D I I A N LkND RE`�TRIGTDIZ I m / I � 1_4P TES k � G-- to-fu -40 0uTL�T� I lu � coINSTALL NSW f2E�T(LIcTDR / / W JOINTS:GENERAL NOTES JOINTS: DUMMY JOINTS SHALL BE ALACEO NOT TO EXCEED 15' C/C NOR LESS / 1I / I. ID' C/C. THEY SHALL N07 BE LE SS THRN J/16• IN THICKNESS AND LI �/7•�O� I / SHRLL BE Of THE SAME DIMENSIONS 115 THE CURB A 0 CUTTER EXCEPT THAT ri IT SHALL EXTEND ONLY 2 1/4• INTO GUTTER SECTION. -' - " ""' r VL' I // M\•1 1/2• THRU JOINTS SHALL BE PLACED AT EVERY OTHER DUMMY JOINT J / / MCASURENEN T, AT POINTS OF TANGENCY ON STREETS, ALLEYS AND DRIVEWAY RETURNS. ALL JOINTS SHALL BE CLEAN AND IN THE CUTTER SECTION THEY MDiFIeD ExI,5T. Goi�lT9c1L- SrIzLIGTLi9rz / SHALL BE EDGED. v FORMS: FORMS SHRLL BE STEEL FOR STRAIGHT SEC !TORS AND WOOD FOR CURVED K � I *LJ SECTIONS. fORNS SHALL BE TRUE TO LINE AND GRADE AND SECUR(L7 NT� V H STAKED, i1- RADIUS ON UPPER FACE RMAY I I /I BYFORMED EGG EGO BE FORMEDCR OR BY THE OF THE FACE FORM. CUB 1" RADIUS ON LOWER FACE 4o OFF CURB q / \ EX. Gol-ITOL M. - / ,. EXTRUDED CEMENT . '-- -• •'.1�;, � CONCRETE CURB T -_- ♦ X f BARS ORMEO �-7 LF - EX. 48 � t�E_TEl�1TIOIJ 'pIS�E ��/� 01 EX. 12° OUT1_1=T - /ff) CONCRETE: CCONCRETE ONCRETE SHALL BE C1.A55 B (7/1•) AIR ENTRAINED POR iL AHD CEMENT I SEE CITY Of RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY CURB AND GUTTER }4 RECORD DOCUINIETN r RESPONSIBILI'.f'`� / / TYPE D. ­tlon noiF_n� recor �ocumenf a Seen comp►�c�an� Ex. (�'�w� /� / � \ Revlslow•• DAIE,: v Ithe,s. The Engineer will not be responsible for any t-LEW -750 11 I ;:,ions which have been incorporated into this document t A/ Ph-1)UILT 1 �I14 �2 it such information. 4 w��.TE SE�,,,� r/ EXTRUDED CURB DETAIL �, a.,. JACOBSON,1 ASSOCIATES. ING.. ENGII�TEE& � V�ITM SDL1 D LOCK I ►.l C� r �' C►-1 T �) %0 - 0 O 0-/a Date , r:/- 30" :;IP, 5l L F 0 4 5.92D PRPF- LE - SMWER I:ONNEGTION HORN. I11 = 2Q1 DOOR FLOW DIFFU� BAFF Si OIL RETENTION - BAFFLE co E - 612-SA vIIW MUM Z9 DAY COMPRE551VE 5TRENG-Tll° F'G4000 PSI. OIL/ WATER SEPARATOR DESIGN IN ACCORDANCE W/ AIO 5Z5o3 'MINIMUM'. PtaUIREMEkn POR TWIN 5CCTION PRECAST COKUZTE COWS-laiCi:01.1. REIQFpQCEMENT DEFORMED BaR5 IN AC.COPDANZE W/ASTM. A&I5 G5 GRADE GO, WELDED WIRE FABRIC IN ACCORDANCE W/A82-(.,, E 4155-69 DESIGN LOADS, AASIWO - h- 20 GALVANIZING 1 ALL FABRICATED STEEL FrIfM5 1!KfPT1IZEINFGRCIN6-T05E WOT DIPPED GALVANIZED AFTER FABRICATIOIJ,COUFORMING TO SPECIFICATIONS A5TM A364,A355,A380, E AIZ3. PIPEE 517ff MAX [MUM PIPE DIAMETER IS 12 INCHES. OIL/WATER SEPARATOR DETAIL ("_r S Ew llsrlr -1ALT 1.0� * WEW CUiZ13 Ov/ _=;z _.AY M11•-1, f C=-UTTEi2 jZ" COMpA.G-rk=_v ASi�I-IAI-T �vE12.1 AY, GLASS "e"" 144 S/W t=x15T. t�AvEM�t-�T Co" Mll-t. CeUSNEt7 SUIZF=ACII'- G> Top COUiZSE . �Y- OiZ 1.O' i3EY0 �..1t7 Ei�C�t= oF- SAWCUT ,O d - Q b 4 � O a o G o0 6 �. a a p 0 v a WSW CUV-iE5, GUTTEiZ c S(42EIN'4.L IL r Ei2 CITY OF" vnewTOI-1 5-rv. ASPHALT OVERLAY, CURB GUTTER & SIDEWALK' DETAIL CN SCANNED MAR 2 8 2003 8'-0 1 -Y � c 3 J ¢ s Q�O� ■ ■� T O w C TMM W W0 ■C W aLU ots Cp� (1)CV � W O ■� N L 0 t� W C O N MENV • O N ■ � 1^^ v/ I W Z 0 c�C � � J W a d 0 LU F.. > J Z _ z a 06 d W d Za� p d 3 0 W a. d O Z A C7 r� W I'- Z W W C� J J M al = Z � � d L> d oc a 1 C' Z 00 Z W Y Q O w J < i co Q O Q 0� L)O--) 0 18-3 ___ 3(40