No preview available
HomeMy WebLinkAboutR-397308L, A- ;n r V4 4CUIC/7.. MW - [ �- CCC iw. L�uorUueaiolu C rfi tlN ' _ ° ;I esCllaAo l t -. a ` p�iut'E I I `. A PUBLIC Yi01 t{a CEMENT CONCRETE RPRI DEPARTMENT SIDEWALK i irl I I, 1D.;PLAN - 103- TjFD_ r e IGiegg' i' m r�io;P I ;tV2[E:sAdmin3sfzafii�i 4.. CONCRETE FOUNDATION PREPARATION VitalTM cluster box unit - 1570 F Series SINGLE UNIT MUL711-UNITS I I M TV 1 AAI= Et05i1NG GRADE N MW AREAS If ANAL CFEFR70771BLE 1 FORALTEANIITM tIID1TSptLgT91 UR /7/�OJtL�IQ��1�rRDreILY 1. rvy axeunsa eD101ralE 4•LlN TYP �.. Mrr (OPIIONAL4umsE NEINOONCREfE NOTE 1 ON Page 6 of 16 91194 Rev E www.florence»raboxes.com F Nano ring company CORE JOB NO. 16114T NEIRPAGq .TGRAl7iORORUSH®SIONE (OAIRWlIEfIE SgJD ROOCOOf311B (OP'TIONAL�LFASE SEE NEW' CONOtEfE NOTE 10N NEXT PAGq FlRM UNDISiUR9®SOILORINELL-0OMA11Ci1®FS.L r.- 6" MIN/MUM BRUSHED CONCRETE (6') 1 1/4" MINUS CRUSHED ROCK BASE PER WSD0T SPEC 9-03.9(3) COMPACTED SUBGRADE DRI VEWA Y PA VEMENT SURFACING SECTION NO SCALE ONS/TE SURFACING SECTION NOTE.' THE SO/LS ENGINEER EMPLOYED BY THE Df-VELOPER SHALL VERIFY AND SUBS[ WfNTL Y ADWSE THE C/TY THAT THE INSTALLATION OF THE PA DING SECTIONS CONFORM TO HIS HER DESIGN. 1 Existing concrete ad must be at least 48" wide.' a/.ice t=1 ii t r�s=rnl r _ .� � t ��, t=�ve�lalnl';l �.f�i1�1T � `. _,f,r� � » �T ��i,T� w 5 "' ,.� 8 (OR EXISTING, WH/CHEI/ER /S LESS 2 Concrete base and anchor bolts may be reused if: v>�n► IG.LnL I lnl A rT- ,, ,;• ti ' HOT MIX ASPHALT CLASS 1 2" PG 64-22 a. existing/� diameter expansion anchor bolts are firm) embedded In the concrete and not t. P Y t » �., k,f{ •• ;`.�. F.; 6 CRUSHED SURFACING TOP COURSE damaged or corroded; �, :ram .. .. R'e 4 1 'M• .� J i Il. s�L � ����. �y��ri.�.5 3 I atb�.u�:s s t, b. concrete foundation is not damaged; and •'r .:;k,,,,:»,;.- a c. bolt hole pattern of the new unit matches the Installed anchor bolts. p w r RAL SUBGRADE NATIIiE SOIL OR STRUCTU .. .::. , •; .. �; .:. - . . :� . ,�..; FILL COMPACTED TO 959 OF MAX. 3 Additional considerations Include. .; :._..., ., ,-n=: _ : � .- ,, �. DRY DENSITY PER ASTM D-1557 a. If concrete Is aril 4 thick then option b m Table 2 below cannot be used \ \ \ \ Y p ;E I>� Q O -REP �i'A T �N flETA L tI is y" r (MODIFIED PROCTORS b. an unused, existinganchor bolts must be cut flush to the level of the concrete surface •'�.•M -. �1•• A / � � c. if concrete is damaged, replacement of Foundation pad is required i ' " SOUTH PUGET THIS SHEET SO DRIVE X t3LET too, k SURFACING SECTION Expansion Anchor Bolt Recofllmendatlons 1 - Liu", _ 1 ,r al -:%was! LAu. 1 J t www. orencem -amrFa 11ri1 CE .R a boxes.com 91194 Rev E Page 7 of 16 I I =.fin Fm during eompmry h ( hlckness) 'W (vAdth . _ d (Gep0� _ . All-} / •/ CURB a GVTTERIFT-E S / (SEE NOTE 3) COf'1OIIQIR - MONOLITHIC sgEV110" 'Ilk MM DETAIL THIS &*JETI / TYPE C2B - ISOMETRIC VIEW (C,OMMERCIA, WITH BUFFER) NOTES Wrier a driveway woo- exceeds 15 fee, Construct a full depth expenslon idrt wltn 3Ar pint filler Slang the IIMYGVray ISna Vries rue Or ass (eau std plar 102) Construd expenalon joins parallel whh the ass C �setlaaen OLMOv" aen:edne as requlred at 15 maximum spacing When drivemy co"I'vCTI01 .0"T -e•.r arnstsM- wld:hs excEec 30 smrrul+m �• b s+t w ToporODOMY 2. See sid p:an 102 for s�dewak detahs -A t +� 3. Curb and gutter shorn, other curb designs may be spcof)ed. ' See etd plan 101 far cirb daleila W 4 Not used I I - t � •r r-r .I 5 The engineer will design all driveways to Induce elevaJons at ar rror< DWVCWlnY tCWT.DvML ODArauY. powtls merkeC with symbol 'X'. AJI "vs'jons we a the beck of ID•ftTs s.wLLae rue atf"H curb top on Uphill skis. uLFN1_ 540 MONOLIT"IC CURS a OU-TER DCTAIL 6 No* used T FalD&Mvmy Widths tl DRIVEWAY STANDARDS (See NOTE 10) The expansion pints (see 95d plan 102) shall be spill as shown In Lie cormspcnd ng tson+e'iic vlaw 8 61tpe3 shal oomph with sec'.rons R303.2.1 or R303.2.2 or FACE OF ADJACEIIT CJRD R30323 of the Revised Ihaft Guldelitms fm Acamible Pub'.ic 1' Pubis -of --Way ofNov=ha 23. 20CS (PROWAO) ' 9. Curb returns V any Type C-MAX Driveway may be approved on e Case -by -case basis =-�tmW WJWWM t 0 STREET STANDARDS Renton Municipal Code (KMQ ' Title IV Dewlapment Rqulatlons CkAYTfR 6 STREF-T ►AND UTtUTY STANDARDS Secton4-"6DSTTIECTSTANDARD5 DEPRESSED CURB DETAIL A' RE91(f NT UL OR COI04W4IAL OW VRWAYZ, AND MA&S DRIVEWAY ETANDAPDS - Renton Mu•ticlpal Code (RMC) Title IV Devekyvnwnt Resi."Jons otivoway Example: TYPE C19 CHAPTER 4 R-R..dana. CC-Clarnmerco CfTY•VIIIDEPROPERTY DEVELOPMENT STJWDAADS Numw&Lane@ --- Sattbft 44-0150 PARKING, LOADING AND DRIVEW(V"-4 one GerrtnrAslyAY R�J� �� �1 �e� REG ULAT10N5 PU'BUC BORE:: CEMENT CONCRETE DRIVEWAY PLAN- 1042 DEPA?T11EN1 ENTRANCES - NOTES AND DETAILS MANORSTON E WALL SECTION 1211 1 211 1 II Do not 611 slope a 4 soil - behind a a a a wall. Avoid 4 heavy a, '4. loads a ' e ❑ o n : ° within _ �.., 4- 3 feet of 4, top of - ❑ wall, a d n � ❑ a �abric 4' a.4Soil Lo d - 4 y.y, _:. A: � /f/� fir. ' D, r' ^ �. Q.. L r h f •�b.' �. y� �-9. A,p'. � •. q.A'.. .�..��p�: • ;. �•-: r�: .�, q: r•.0:� .pr '� �, �° dY` . p 41 1� M�4:� K •-Ilia' �ri'1`rlow•a it .p.�.. CONCRETE FOUNDATION PREPARATION NbrE- vitalTM cluster box unit - 1570 "F" Series DO NOT INSTALL NEAROPEN CATCHBASIN GRATE NEW CONCRETE BASE: 1) Depending on climatic and soil conditions in the area of installation, optional foundation material may be necessary as shown. Consult local building codes for recommendations. e o 0 0 2) Refer to Tablel for thickness (h), width (w), and depth (d) of the concrete pad alternatives. o a o 0 v o 0 o 3) Concrete shall have a compressive strength of 3000 psi @ 28 days, contain 4% min - 6% max air7: .. 7 entrapment and be laced with a 3.50-4.50 slum in accordance to 301. P P P o 0 0 4 Use wire mesh as per Standard or fiber reinforced concrete as per(Standard). 1 P P-� EXISTING CONCRETE BASE: >7A TT C t7 1 TI �f-r► I II I ;a I If Max Wa l l Height 31 0 ') ()' AdIAI ..�... -.. ...-. / tXISIING ASF'HF PAVEMENT SAWCUT (SEE NOTE 2) RTERIAi_ S 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK - 1 RESIDENTIAL. .STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES• 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 1HE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. o SAD. PLAN - 103 ®4 PUBLIC WORKS CURB AND GUTTER PPRO D: 7` DEPARTMENT REPLACEMENT DETAIL ATE lk"1 0 REVISION SURVEYED: DAP DESIGNED: WG, DRAWN: SES CHECKED: MAY BY DATE AP P R APPROVED: SHY c'-V 2-7 MAX. MIN. 5- f CLEA2 WIDTW ,. tj I EDt-5TAt. ., Pwovi DE D W RN N. D.C. ,.. �3 05 "A +'F T `L b. v.. • s 5 ,r•' ��: r. �`r ��t ��, �.� x r. .ram, r =y: r d V TRf1VtNTi Y' �L .�, , r . S •y.�+s Y„_Ib NY��1:. S .,...,.y i h h'4 :'"' i R. L�5 4 4?i' c iF � ..¢'�..'+t�; s a. "n.: ••.a ., '? ns , •�z• . `fit.'•' s " 'S�'� a u'. 5 i� CONSTRUCTION RECORD DRAWING SCALE: _ HORIZONTAL- NAD 1983/1991 CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SITE DETAILS AND NOTES DATE: SEPT F1 eooKj 2017 PAGE: DRAWING NO: C3.31 SHEET: 8 OF: 22