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HomeMy WebLinkAboutzR-3908Setw Q Z U LL1 3 O ry a 0 z w I 0 0 M 0 0 z X w w z 0 z w N Ul a_ a w O 00 0 In M N O r w zZ J r-I 00 C) LU F_ . .. . . . . . . . y I �. CONTRACTOR RESPONSIBILITY S. W. 114 OF N. E. 114 OF SECTION 32, T. 24 N., R. 05 E. W.M. NE 38TH PL_ . --:=r ... I 7 SS SS SHORT PLAT APPROVAL CONDITIONS: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CITY OF RENTON STATE OF WASHINGTON ..... 1' �� • CB RIM=161.10 g / - DECISION: CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF � I r 1. THE CARPENTER SHORT PLAT, FILE N0. LUA14-001200, SHPL-A, IS CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT ! � IE 12" ADSI E:156.85 BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE �' APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS: OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION I' 2 A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH 30OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL . BY THE CURRENT PLANNING PROJECT MANAGER. THE DETAILED f I LANDSCAPE PLAN SHALL INCLUDE, BUT NOT LIMITED TO, A PLANT •A PROX LOCATION LIST AND TWO TREES WITHIN THE FRONT YARD AREA OF LOT 3. THE 10-FOOT LANDSCAPED STRIP SHALL BE INSTALLED PRIOR TO FINAL L .E12" WATER SHORT PLAT RECORDING AND THE FRONT YARD TREES SHALL BE INSTALLED PRIOR TO BUILDING FINAL OCCUPANCY. I CB RIM=166.81 3. A FINAL TREE RETENTION PLAN IN COMPLIANCE WITH THE CITY'S WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF E 18"ADS N:1 2.25 ADOPTED TREE RETENTION AND LAND CLEARING REGULATIONS SHALL THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. MANAGER. I I 4. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE I I RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING STUDY PREPARED BY EARTH SOLUTIONS NW, LLC, DATED AUGUST EXISTING UTILITY NOTE CB RIM=184.03 21, 2014. 8"ADS N INV=179.23 5. THE EXISTING ACCESS EASEMENT SERVING 3623 LINCOLN AVENUE ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR I I I 18"ADS S INV=179.33 NE SHALL BE AMENDED TO INCLUDE SHARED ACCESS TO LOTS 2 OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND AND 3. NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY I 1' �.. 6. A NOTE REQUIRING THE ACCESS TO LOT 2 FROM THE SHARED 'Q 0 w NE z 38TH PL J VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY . . DRIVEWAY SHALL BE RECORDED ON THE FACE OF THE FINAL SHORT PLAT MAP. VICINITY MAP OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. I } - - - - - - 7. A NOTE SHALL BE RECORDED ON THE FINAL SHORT PLAT MAP NITS STATING THAT THE FUTURE RESIDENCE TO BE CONSTRUCTED ON SUBGRADE COMPACTION NOTE. T.L.#3345700220 I Ib' I I LOT 3 SHALL BE EQUIPPED WITH A FIRE SPRINKLER SYSTEM. I 8. THE SHORT PLAT PLAN SHALL BE REVISED TO PROVIDE THE • • • • • • • • • REQUIRED 5-FOOT SEPARATION BETWEEN THE PRIVATE STREET AND LEGAL DESCRIPTION ALL SOIL SUBGRADES SHALL BE THOROUGHLY COMPACTED, THEN PROOF -ROLLED WITH A LOADED DUMP / I Lg I THE ADJACENT PROPERTY LINE. THE REVISED SHORT PLAT PLAN TRUCK OR HEAVY COMPACTOR. ANY LOCALIZED ZONES OF YIELDING SUBGRADE DISCLOSED DURING THISX WATER SHALL BE SUBMITTED PRIOR TO FINAL PLAT APPROVAL FOR REVIEW PARCEL B OF RENTON LOT LINE ADJUSTMENT NO. PROOF -ROLLING OPERATION SHOULD BE OVEREXCAVATED TO A DEPTH OF 12 INCHES AND REPLACED WITH FOUND REBAR 4/ E/ METER �.3 I• • a I AND APPROVAL BY THE PLAN REVIEW SECTION. LUA-99-149, LLA RECORDED JANUARY 12, 2000 UNDER A SUITABLE STRUCTURAL FILL MATERIAL. 21' ACCESS/ O I 9. GRADING PLANS SHALL BE SUBMITTED AT THE TIME OF UTILITY RECORDING NUMBER 20000112900002, IN THE OFFICIAL UTILITY EASEMENT ° FOUND �. I CONSTRUCTION PERMIT APPLICATION WHICH SHOW GRADING NEAR RECORDS OF KING COUNTY, WASHINGTON. / THE PROPERTY BOUNDARY TO PREVENT STORMWATER DISCHARGE - N88°34'07"W_ -- _ _- --- 5' REBAR I i a FROM FLOWING ONTO THE ADJACENT PROPERTY. THESE GRADING --- T- THE REVIEW AND APPROVAL OF THE INSTRUMENTATION . . . . . . . . . . . . . . . . . . - CITYS PLAN REVIEW SECTION. 65 00' .; i 16' 4 .00 . . . . r 83.00 . a: . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . SECOND TOTAL STATION. '. �. INSTRUMENT USED 5 . ,! -- -- --- _ . . JENNIFER DIRECTOR, R , PLANNING , DATED 2-27-2015 O /i �r°, ", - -•_ CLOSURE ROF LOOPS WASCLOSED O 22D000A INACCORDANCEWITHMWAC . 7 / L� - - - - - ' _ - - j I 332-130-090. 1 18.4 5'x10' WM/ _ } I T.L.#3345700230 BO EASEMENT 174 O x5 R ER 1 BENCHMARK MEN r I. o 1x5' WATER • • . . CB RIM=196.04 x CITY OF RENTON BM 1835 �a I METER EASEMENT 18"ADS N INV=191.29 3/8 IN BRONZE PLUG & PUNCH ON CONC MON, IN CASE, DN. N HYDRANTI -♦ Sb 18"ADS S INV=191.49 04 _ _ 1" APPROX.1 7' SOUTHERLY AND 13 0' WESTERLY OF THE INTERSECTION OF SE 88TH ST & 116TH AVE SE, ELEV = a ,10-x40' IRE: � 8 0. EASEMENT o I 1 326.65 CB RIM=196.04 Z "•"�" 2"ADS E INV=192.64 4. .z... . 03 I------------ LEGEND 28'x97' PRIVATE � j I . . . . . FIRE HYDRANT (0 DRAINAGE EASEMENT n2 -{� coo � pq WATER VALVE 0)I STA 2+75 BEGIN CURB TAPER N I ❑ WATER METER rr co ---_ ❑ TELEPHONE RISER CO o N 3 0' --I I ROW -a UTILITY POLE - I g 5 DE ICATION 30' 30' P POWER VAULT / �� 7 i /1g2 �S SEWER MANHOLE - S88034 07'E 81.00' ❑ CATCH BASIN T.L.#3345700235 Igo ' 0 GUARD POST 101 r 5'x10' WATER SIGN / METER/HYDRANT EASEMENT 2�0.5. . I T.L.#3345700216 � I ,�g6 � o MAILBOX STA 3+50 END CURB TAPER CB RIM=203.09 FIR TREE N �g� I I o ` ---- . 18" ADS S INV-198.49 MAPLE TREE o a �o e i - I - 18" ADS ® IIINV-119B.39 CEDAR TREE z Q I 2" ADS � I IE=203.13 ALDER TREE �"', . 1 . 0. TREE (UNSPECIFIED) 202 a w . . . . . . . . I ' 5, o. r --- - - 65.----- .. .... - - - - 00'� . . . . . 81. 0'"E 148.00' - - - FOUND REBAR z FOUND REBAR 03 '07" I THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF AUGUST 30, 2018. STEVEN D. McCASKEY PLS 42676 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 S �MES OF WAsh+j `Q 6 AS -BUILT DRAWINGS 5 REVISED DITCH STORM DRAIN ,, z Z 4 TAPER FRONTAGE CURB/ MOVE SS 3 REVISED PER CITY REVIEW 0 38285 2 REVISED PER CITY REVIEW ° isrEg� 1 REVISED PER CITY REVIEW / ADD VAULT SIONAL N0. REVISION 0"' O `L u Lu z. .. I U . JEF 09/04/18 TJR SHEET NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0 5 10 20 SCALE 1 " = 20' Sheet List SHEET TITLE COVER SHEET EXISTING CONDITIONS ROADWAY / GRADING / DRAINAGE & WATER PLAN VAULT PLAN & DETAILS SEWER PLAN & PROFILE TREE RETENTION PLAN NOTES & DETAILS DETAILS DETAILS DETAILS DETAILS TESC PLAN TESC DETAILS LANDSCAPE PLAN LANDSCAPE PLAN BASIS OF BEARING: NAD 83/91 PER CITY OF RENTON MONUMENTS MONUMENT 1834: FOUND BRASS PLUG IN CONCRETE DOWN 0.5 FEET IN MON CASE AT THE CENTERLINE OF INTERSECTION OF JONES AVE NE AND NE 43RD ST. L�];�L'Ili!I�i1�I:1rL'L�;�i���7�i•�l�[�il[�i�I�rL;r�'1.7:1r/ MONUMENT 1835: FOUND BRASS PLUG IN CONCRETE DOWN 1.0' IN MON CASE LOCATED APPROXIMATELY 12' WEST OF THE CENTER OF INTERSECTION OF 116TH AVE SE AND SE 88TH ST (AKA NE 36TH ST) NORTHING: 194023.8455 EASTING: 1306288.6012 N88034 '07V 30.00 '- �12" ADS E=205.99 SDq I I ® I a I I LINCOLN SHORT PLAT I �a 12" ADSI IE=210.13 T.L.03345700215 4 ° °d ° I d d a° a. ° a I d d BCS 11/27/17 TJR SURVEYED: ---- BCS 11/17/17 TJR DESIGNED: TJR BCS 4/20/17 NEM BCS 3/20/17 TJR DRAWN: BCS BCS 2/16/17 TJR CHECKED: TJ R BY DATE APPR APPROVED: TJR SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. DATUM NAVD88 PLAT INFORMATION NOTES OWNER: LEVEL HOLDI N GS LLC ENGINEER: ENCOMPASS ENGINEERING & SURVEYING 165 NEJUNIPER STREET, SUITE 201 ISSQUAH, WA 98027 (425)392-0250 CONTACT: TOM REDDING TAX PARCEL NUMBER: 334570-0235 PROJECT SITE ADDRESS: 36XX LINCOLN AVE NE 98056 RENTON, WA 98056 SECTION, TOWNSHIP & RANGE: NE-32-24-5 PROPERTY ACERAGE: 24374 SQ FT = 0.56 ACRE TOTAL NUMBER OF LOTS: 3 LOTS LAND USE DESIGNATION ZONING R-8 PROPOSED USE: SINGLE FAMILY RESIDENTIAL SEWER: CITY OF RENTON WATER SYSTEM: CITY OF RENTON SCHOOL DISTRICT: CITY OF RENTON #403 FIRE PROTECTION: CITY OF RENTON FIRE DISTRICT ELECTRICAL POWER: PUGETSOUND ENERGY NATURAL GAS: PUGET SOUND ENERGY TELEPHONE: QWEST IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: Know what's below. BY: Call before you dig. Date: Date: BY: Date: CARPENTER SHORT PLAT DATE10/27/17 L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N /A PAGE: N/A DRAWING NO: COVER SHEET 13708 SHEET: OF: 1 15 R 3 9 0 8 0 1 w Q z O W 3 O ry n 3 z z w I 0 0 n M 3 0 z z w w w z 0 z w f% n Ir K a 00 0 n M_ M 00 0000 00 C)) cy) mm Q z J L, 2' ROW DEDICA �3' MIN 4' MAX S. W. 114 OF N. E. 114 OF SECTION 32, T. 24 N., R. 05 E., W. M. CITY OF RENTON, STATE OF WASHINGTON EX R/W LINE 30' R/W C/L 30' R/W STA 2+23.55 TO 2+75 18.4' STA 2+75 TO 3+50 TAPER 18.4' TO 21.4' 7.6'� STA 3+50 TO 3+88.24 21.4' 5' 8'-5' LANDSCAPE SIDEWALK STRIP 26' 1' CEMENT CONCRETE TRAFFIC CURB AND 2% GUTTER PER C.O.R. DETAIL 101 SAWCUT & MATCH EX PVMT - - --- REMOVE SOME SEE C.O.R. STD PLAN 103 EX CURB/SIDEWALK EX. PAVING 4" HMA CLASS 1/2" 64-22 3" CRUSHED SURFACING TOP COURSE 7 CEMENT CONCRETE 3" CRUSHED SURFACING BASE COURSE SIDEWALK PER C.O.R. FIRM SUBGRADE 32't EXISTING PAVING DETAIL 102 LINCOLN AVE NE r 1- (LOOKING NORTH) NTS EX. 20' EGRESS, INGRESS & UTILITY EASEMENT REC. NO. 8207220042 EX. 20' POWER EASEMENT REC. NO. 8402060355 P/L 20' PROPOSED 21' ACCESS/UTILITY EASEMENT 5' 16' PAVING FOUND REBAR ASPHALT THICKENED EDGE 1' MPX REMOVE / REPLACE �3' 4' ALL ONSITE PAVING ---- 4.17 MAX 7CONSTRUCT NEW 16' PAVEMENT PRIVATELY MAINTAINED REMOVE/REPLACE EX. 4" HMA CLASS 1/2" 64-22 LEVEL 3 DETENTION VAULT ONSITE PAVEMENT 3" CRUSHED SURFACING TOP COURSE 17'x8O'x6'(DETENTION 3" CRUSHED SURFACING BASE COURSE DEPTH) FIRM SUBGRADE / SEE SHEET 4 FOR VAULT DETAILS/ AND CB #1,2 & 3 CALLOUTS PRIVATE ACCESS EASEMENT SECTION A -A NTS YARD DRAIN RIM=185.86 INV=184.48 THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF AUGUST 30, 2018. STEVEN D. McCASKEY PLS 42676 T.L. #3345700225 - - - - S88'34'07"E 2 9 5.9 2 - - - - - - - - = - - FOUND REBAR 1FLOW CONTROL BMPS A 10% "REDUCED IMPERVIOUS SURFACE CREDIT" BMP WILL BE USED FOR EACH LOT IN THIS DEVELOPMENT TO FULFILL THE REQUIREMENT THAT FLOW CONTROL BMP'S BE APPLIED TO 10% OF THE INDIVIDUAL LOT AREAS. THE MAXIMUM ZONING CODE ALLOWABLE IMPERVIOUS SURFACE (75%) WILL BE REDUCED TO 65% T.L. #3345700230 Encompass', ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 PROVIDE 4" WHITE EDGE STRIPE ® I . . 20:1 TO EX. EDGE OF PAVEMENT SEE NOTE LOT 3 GRAVITY SIDE SEWER STUB. -LOT 3 WILL HAVE GRINDER PUMP/WETWELL CONSTRUCTED W/LOT 3 BUILDING PERMIT TO BE CONNECTED TO SECTION B PVC PERF. PIPE S�EEW/ o CURB RAMP, SEE DETAIL 6 5' PRIVATE DRAINAGE EASEMENT PROVIDE 4" WHITE EDGE STRIPE TAPER TO EXISTING) EDGE OF PAVEMENT S AMES of WAS q�� 1 U� x Z e ��0 $ 38285� 14 is SSIONAL� 6 AS -BUILT DRAWINGS JEF 09 04 18 TJR 5 REVISED DITCH STORM DRAIN BCS 11/27/11 1/17/1 4/20/17 3/20/17 2/16/17 DATE TJR TJR NEM TJR TJR APPR SURVEYED: - 4 TAPER FRONTAGE CURB/ MOVE SS BCS DESIGNED: TJR 3 REVISED PER CITY REVIEW BCS 2 REVISED PER CITY REVIEW BCS DAWN: BCS 1 REVISED PER CITY REVIEW / ADD VAULT BCS CHECKEDTJR NO. REVISION BY APPROVED: TJR i I � I I I STA 1 +40, 6.+ RT BEGIN 4" WHITF� EDGE STRIPE �lI CB RIM=184.03 r__18"ADS N INV=179.23 18"ADS S INV=179.33 APPROX LOCATION EX 12" DI WATER I I �22 LF I8" DI CL 52 4'f WATER/SEWER VERTICAL CLEARANCE STA 2+31 CONNECT TO EXISTING WATER PER C.O.R. STD IPLAN 300.1 1-12"x8" TAPPING TEE (FLxMJ) 1-8" GATE VALVE (FLxMJ) 1-THRUST BLOCK PER C.O.R. STD PLAN 330.2 -7.6' I I I T.L.#3345700230 - POTHOLE WATER PRIOR TO STORM LINE CONSTRUCTION CB RIM=196.04 --, �•- 18"ADS N INV=191.29 8"ADS S INV=191.49 \� NEW INV=192.12 r CB RIM=196.04 12"ADS E INV=192.64 12 LF 8" LCPE ® 5.42% I I STA 2+75 BEGIN CURB TAPER I CONSTRUCT 8-UNIT MAILBOX LOCKBOX PER C.O.R. H026 RELOCATE 2 MAILBOXES. INSTALL PER C.O.R. STD _W 0' I PLAN H027 (TYPE 1) 16" CEM NT CONCRETE TRAFFIC CURB AND 12" GUIER PER C.O.R. DETAIL 101 WIDEN 5'-8't ON EAST FOR 20.5' MIN. _14-SIDE PAVING WIDTH I T.L.#3345700216 DRIVEWAY TYPE IR1 B PER C.O.R. STD PLAN 104.3, TYP. CENTER STA 3145 - STA 3+50 EN4 CURB TAPER CB RIM=203.09 _------- 18" ADS S INV-198.49 18" ADS E IINV-198.39 12" ADS IF=9t731 REGRADE EXISTING DRIVEWAY AS NEEDED WITHIN R.O.W. 2" GRIND AND OVERLAY LINCOLN AVE NE AS SHOWN 30.00' I----------- 12" ADS `IE=205.99 �® I --z CLEANOUT W/45' BEND & TIGHTLINE EX 4" PVC DRAIN TO CB #5 (0.5% MIN SLOPE) ICB #5, TYPE 2-48" STA:4+22, 13.3' LT RIM: 207.98 INV=202.38 EXIST. 18" (N&S) IINV=204.78 12" PVC (S) INV=205.88 4" PVC (NE) 9LF 12" PVC @ 34.22% I IE=207.86 INSTALL DEBRIS BARRIER ON BEVELED PIPE 12" A: END SECTION PER C.O.R. STD PLAN 223.00 F= r PLACE 18" THICK LOOSE QUARRY SPALLS I T.L.#3345700215 a ° RE -ROCK EX. DITCH AFTER PAVING SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M WATER NOTES NOTE: PROVIDE 3' TYPICAL COVER OVER WATERMAIN NOTES: CATCH BASIN TYPE 1 PER C.O.R. STANDARD PLAN 200.00 CATCH BASIN INSTALLATION PER C.O.R. STANDARD PLAN 202.00 RECTANGULAR FRAME PER C.O.R. STANDARD PLAN 204.00 RECTANGULAR VANED GRATE PER C.O.R. STANDARD PLAN 204.20 0 5 10 20 SCALE 1 " = 20' LEGEND LEGEND FIRE HYDRANT EXISTING PROP. WATER VALVE ASPHALT PAVING WATER METER ° CONCRETE SIDEWALK ❑ TELEPHONE RISER GRIND AND OVERLAY -0- UTILITY POLE ❑ EXISTING PAVEMENT GRAVEL ROADWAY FOR POWER VAULT VAULT MAINTENANCE C SEWER MANHOLE ❑ CATCH BASIN OME ON LOT 3 SHALL LBEEQUIPPEIDWITH A FIRE O GUARD POST R SYSTEM n SIGN o MAILBOX FIR TREE Cl,; MAPLE TREE CEDAR TREE ALDER TREE TREE (UNSPECIFIED) P/L 5' PRIVATE DRAINAGE NOTES: 1. 5' 2' EASEMENT OSERVICE LINE FOR THIS METER IS TO BE CUT AND CAPPED AT THE MAIN BY THE CITY'S PUBLIC WORKS MAINTENANCE DIVISION AFTER INSTALLATION OF NEW METER TO SERVE THE EXISTING HOME AT ° - 1 WASHED ROCK 3623 LINCOLN AVENUE NE. PROTECT EXISTING METER AND WATER 2,5' f ° SERVICE LINE TO EXISTING HOME DURING CONSTRUCTION OF NEW 2„ (� 6" PERF PIPE IMPROVEMENTS FOR THE SHORT PLAT. ® 0.5% MIN SECTION B-B SCALE 1"=5' 4 d IN ° a . CURB a 5' S/yy a 5' LANDSCAPE STRIP ° ° a 206.20 A. a a a ° ° 6" WIDE PEDESTRIAN a f CURB, TYP. ona I 0 ° 206.29° 1� d d d 4 CURB RAMP - SEE WSDOT G 4 d STD PLAN F-40.15-03 c0 n a a o m °. Q 206.37 - . a 1.5% d :d.... ::Q. 206.20 tRCITY OF RENTON Planning/Building/Public Works Dept. 3' TAPER DOWN PEDESTRIAN CURB, THIS SIDE ONLY CURB RAMP DETAIL SCALE 1"=2' IN COMPLIANCE WITH CITY OF RENTON STANDARDS j;; BY: Date: 0 BY: Date: Know what's below. BY: Date: Call before you dig. BY: Date: CARPENTER SHORT PLAT DATE11/27/17 L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N /A PAGE: N/A DRAWING NO: ROADWAY / GRADING / DRAINAGE & WATER PLAN 13708 SHEET: OF: 3 15 R 3 9 0 8 0 3 W 3 9 0 8 0 1 O 00 01 m LU F_ U) 3 z z W I 0o 0 M 3 0 z w W z z W Vl a w 0 oo 0 In M_ N O r w Q z J CD W/ C.I. BEEHIVE GRATE SLOTTED TRENCH DRAIN / 1�j z 4'x4' RIP —RAP RIM=179.60 CB 2 TYPE 1 AROUND CB (OLYMPIC SM60 BH) OVERFLOW yy/ TRAFFIC BEARING GRATE # CB# 3, TYPE 2-48 / RIM=172.75 W/ VANED GRATE W/ VANED GRATE cb INV=170.64 (6"E&W) MIN 12" WIDE W/ 1/2" SLOTS RIM=180.05 RIM=186.66 / 21' ACCESS/UTII NCO INV=170.02 (12"S) INV=176.75, INV=180.51 (6-SE) EASEMENT - - INV=179.21 (12"S) 23LF 12' DI CL 50 ---- . _ .' .... j . :. 1 A GRATED LQCkI-NG LID• AL T.O.P OF IU5 :, GRAVEL 4 x4 .SUMP... REMOVE A : •ACCESS 5 X1 ABLE AC 7' GR E/PANEL,Wf 'X2'.:HINGE:D, LO KABLE ACCESS ' DO.QR . 1 �. _ ]2" VENTILATIQN- PI �PE, YP.�E SECTION-- � 1 B—B) 5, 6" PVC @ 0.50% MIN DIRECTLY TO VAULT 1" HDPE PRESSURE 6" PVC SEWER LINE FOR LOT 3 0.50% MIN YARD DRAIN RIM183.71 1 IE= 83.71 ' VAULT PLAN FRAME, GRATE & SOLID LOCKING LID SCALE 1 "=10' MARKED 'DRAIN' WITH LOCKED BOLTS, TYP. 80' VAULT ACCESS 9" MIN COVER 4" CSTC 5'x10' GRATE ACCESS RIM=181.87 I RIM=185.27 7 SEE CONTI STRUCTURE DE- INV=17 SECTION A -A SCALE 1"=10' HORIZ. 1 "=2' VERT. 1111 Encompass', ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 S �MES of WAsh, Q U�co 10 Z 38285 O�SS �NA�� SEE FOOTING DRAIN NOTE AT RIGHT 12" ASPHALT THICKENED EDGE 10 12" — 28'x97' PRIVATE DRAINAGE EASEMENT — CLEANOUT 8" 5' SEWER EASEMENT FOR LOT 3 PRESSURE SERVICE LINE I I RIM=181.87 W/GRATED LOCKING GRATE 0z OVERFLOW RISER ELEV=178.76 HANDHOLDS OR STEPS OR LADDER SK �� 0111 TYP. ,CRS DWG. N0. RISER EL=176.58 0.39" ORIFICE 0.64" DIA ORIFICE PIPE SUPPORT: 3%.090 GAGE BOLTED OR EMBEDDED 2" IN WALL AT MAX. 3' SPACING. MIN ONE SUPPORT. INV=172.76 12" S.D. OUTLET PIPE EL=170.76 RESTRICTOR PLATE SHEAR GATE W/ CONTROL ROD —SEE KCRS DWG. NO. 2-026 0 .1 z 04 _z LO.40" DIA. ORIFICE 0 I 168.6 172.26 I� 4' MIN. 1 CONTROL STRUCTURE DETAIL Iv v1/27/17 5 REVISED DITCH STORMDRAIN BCS TJR SURVEYED: ---- 4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/17 TJR DESIGNED: 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM TJR 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR DRAWN' BCS 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: TJ R NO. REVISION BY DATE APPR APPROVED: TJ R 1"=2' VERT. REMOVABLE WATER— TIGHT COUPLING. 4" PIPE PLATE WITI ORIFICE AS �— 6" MAX. SPEC. BELOW ELBOW DETAIL N TS SCALE: VERTICAL: NAVD 1988 1 "=20' HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 21 tRCITY OF RENTON Planning/Building/Public Works Dept. SECTION B-B SCALE 1 "=10' HORIZ. 1 "=2' VERT. THESE PLANS ARE "AS —BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF AUGUST 30, 2018. STEVEN D. McCASKEY PLS 42676 12" PVC VENTILATION PIPE TYPICAL FOR TWO CORNERS OF VAULT 12" LAYER OF FREE —DRAINING GRAVEL FILL OR PREENGINEERED DRAINAGE MAT TO EXTEND FULL HEIGHT OF BURIED WALL, TYP. 6" PERF PVC FOOTING DRAIN WITH DRAIN ROCK WRAPPED IN FILTER FABRIC DISCHARGE TO CB#1 IE=173.1 NOTE: SEE APPROVED STRUCTURAL VAULT PLANS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: DATE: CARPENTER SHORT PLAT 10/27/17 L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N/A PAGE: N/A DRAWING NO: VAULT PLAN & DETAILS 137m SHEET: OF: 4 15 R 3 9 0 8 0 4 w Q z U LL1 3 O a- 3 z z w I 0 0 t2 3 0 i z w w z z w N Vl 7 0- a w 0 00 0 M i a i r w zZ J L, Ln 00 O 0) m 0 l— Q I 0 LLJ z LLJ Q U S. W. 114 OF N. E. 114 OF SECTION 32, T. 24 N., R. 05 E., W. M. CITY OF RENTON, STATE OF WASHINGTON PROTECTION MEASURES DURING CONSTRUCTION PROTECTION MEASURES IN THIS SUBSECTION APPLY FOR ALL TREES THAT ARE TO BE RETAINED. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY: a. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. b. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE QUARTER FEET (1.25') FOR EVERY ONE INCH (1') OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, 'NO TRESPASSING — PROTECTED TREES,"OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. d. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. e. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE HALF FEET (1 1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12 3 2012) f. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (Y) OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12 3 2012) g. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. ON Encompass', ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 5 �MES of WA skj `� 6 AS —BUILT DRAWINGS 5 REVISED DITCH STORM DRAIN U _. x Z 4 TAPER FRONTAGE CURB/ MOVE SS 3 REVISED PER CITY REVIEW 38285 �'1s� 2 REVISED PER CITY REVIEW °•, SSjONAL yG �� 1 REVISED PER CITY REVIEW / ADD VAULT N0. REVISION JEF 09/04/18 TJR BCS 11/27/17 TJR I SURVEYED: SCALE: 1 "=20' BCS 11/17/17 TJR DESIGNED: TJR BCS 4/20/17 NEM BCS 3/20/17 TJR DRAWN: BCS ONE INCH BCS 2/ 16/ 17 TJR CHECKED: TJR AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: TJR 3 RIM=184.03 3"ADS N INV=179.23 3"ADS S INV=179.33 R001 S One sigh per W feet, (mlinimum of2iign5) #3345700230 CB RIM=196.04 18"ADS N INV=191.29 Fes+ 18"ADS S INV=191.49 0 CB RIM=196.04 Z 12"ADS E INV=192.64 45700216 Dripli ne Critical -� r 'Root on-D _ 1 C Pt. I I I I I 1 I jiSFt.Temporary r I Chain Link Fence Yir, • I r � N� s T TRESSPASSING P90TECTED TREES TREE PROTECTION FENCE DETAIL 0 5 10 20 SCALE 1 " = 20' LEGEND CB RIM=203.09 C� FIRE HYDRANT 18" ADS S INV=198.49 18" ADS N IINV-19B_39 WATER VALVE FF WATER METER ❑ TELEPHONE RISER -0- UTILITY POLE ©POWER VAULT S SEWER MANHOLE F CATCH BASIN GUARD POST SIGN o MAILBOX FIR TREE ITECTION, SEE DETAIL SHT. 6 MAPLE TREE CEDAR TREE ALDER TREE TREE (UNSPECIFIED) LINCOLN SHORT PLAT E PROTECTION, SEE DETAIL SHT. 6 700215 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M TREE TPMEE TRH TYREE REITIATIAIN NO. T11 8'" FIR T2 14" FIR T3 10' M T4 8'" MAFiI.E T5 8'" MAFi1E T6 8" MARE T7/ 6' MAFtl.E T8 8'" M T9 8" MAFt1E T10 16' MNIUE T111 16' M T12 1T MI0JPi1E YES T13 10' M YES T14 6' MAFWE YES T15 8'" MAFWE YES T16 6' MAFt1E T17 6' MAFLLE T18 9" MAFWE T19 1T M1P1EE T20 1 T MAFWE T211 16' MAPUIE T22 14'" MAFWE T23 10"' MARE YES T24 12' MAFL1E YES T25 10"' MAFWE YES T26 12' MAFWE T27/ 9" MAFWE T28 40"' MAFtl.E T29 16' MlFLl.EE YES T30 24' MAFWE YES T311 16' MI0JP11E YES T32 16' MAFWE YES T33 8"' MAFt1E YES T34 20"' MAFWE YES T35 16' MAFWE YES 35 §MWMAINTTRMSE(7 EXCLUDED) 81 �RETffEPtdWLdNf(9 BE RAINED (30%) NO REPLACEMENT TREES REQUIRED IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: Know what's below. BY: Date: Call before you dig. BY: Date: CARPENTER SHORT PLAT DATE1 CITY 0 � 0/27/17 RENTON PAGEN LUA14-001200 U16-004636 BOOK:/A DRAWING NO: Planning/Building/Public Works Dept. TREE RETENTION PLAN 13708 SHEET: 6 OF: 15 R 319101 8 1 0 5 w Q Z I- C) w 3 O O_ n a 0 z w I oo 0 r, M 0 0 z X Ld 0 z w V) Ul 7 K a w 0 00 0 In M t2 N O } z J Iz SURFACE WATER STANDARD PLAN NOTES SANITARY SEWER NOTES AND SPECIFICATIONS WATER PLAN GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY 0 MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER 00 STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL O 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE SITE AT ALL TIMES DURING CONSTRUCTION. BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR m (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS CY) MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY PRIOR TO CONSTRUCTION. ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE � SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL 2• ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. WAY. TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE AS TO AVOID DAMAGE OR DISTURBANCE. ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY PRIOR TO BRINGING ANY MATERIALS ON -SITE. DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE PROGRESS. CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. Q MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE MI APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE 5. MI CONSTRUCTION SITE. 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, AND APPROVAL PRIOR TO CONSTRUCTION. ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL 0 SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS TAKE PRECEDENCE OVER ALL OTHER PLANS. NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF OF PIPE USED. BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM RENTON. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) CONSTRUCTION IS IN PROGRESS. IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING 95 MDD. OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A W 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND Z 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR W 95 PERCENT DENSITY, STANDARD PROCTOR. TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN LAYERS MUST EXTEND FOR ONE PIPE ADDITION TO CONCRETE BLOCKING. n 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG Q APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. RENTON TRENCH RESTORATION STANDARDS. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING UNLESS OTHERWISE APPROVED BY UTILITY SPECIFICATIONS THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. PASSED BOTH PRESSURE AND PURITY TESTING. WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN TO THE STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM THE COMPLETION OF CONSTRUCTION. PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY BY THE PUBLIC WORKS INSPECTOR. CLASS 'C", WITH THE EXCEPTION OF PVC PIPE. OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING INSIDE AND OUTSIDE. SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SHALL HAVE SOLID LOCKING LIDS. BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, WIDTHS AND BUILDING SETBACKS LINES. ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. THE WASTEWATER UTILITY. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENTINCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE PAVING. OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: EX R�W E LINI`W 4 - 8 INCH ROCK / 40 - 70% PASSING; LIN 2 - 4 INCH ROCK / 30 - 40% PASSING; AND 30' R/W C/L 30' R/W LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 20't 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE 16.5' EXISTING PAVING SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SAWCUT & MATCH EOP SUBMITTED TO THE CITY UPON COMPLETION. 3;1 MPX ADD 2" HIGH BY 6" WIDE ASPHALT i 27. BUMP TO EDGE OF PAVING TO 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR CONTROL FLOWS AS NEEDED. THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE EX EOP PROPOSED 12" DI FOLLOWING: EX PAVING TO REMAIN A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO GRIND OVERLAY �IEE-DEB- - - - SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY -� DRAN VEST 4" HMA CLASS 1/2 j64-22 OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR - 3" CRUSHED SUR ACING TOP COURSE INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED 3" CRUSHED SUMFACING BASE COURSE STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. - - - - - - - - - - - - - - - I FIRM SUBGRAI�E B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED - / "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECTION -C�-C STA 4+ 15 SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE HORIZ. 1 "=5' SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH VERT. 1 "=5' WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. // D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS E R W THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT RO 30' R/W C/L 30' R/W­-N-­' CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). DIED. F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM SIDEWALK WALK 5ST STRIP 6 OVERLAY FOR}5% SLOPE INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. EX. ASPHALT CUT IN DRIVEWAY 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE FL=205.48 206.58 _ DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER 2% 5% - - - - SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; - - - - - - AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. - - - - - - - - EX ASPHALT EX D/W TO REMAIN 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT REMOVE 771�SEE C.O.R. STD PLAN 103 ISSUANCE. �ASPHALT� 4" HMA CLASS 1/2" 64-22 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT CEMENT CONCRETE 3" CRUSHED SURFACING TOP COURSE RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH SIDEWALK PER C.O.R. 3" CRUSHED SURFACING BASE COURSE STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY DETAIL 102 FIRM SUBGRADE OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. SECTION D-D STA 3+75 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY HORIZ. 1 "=5' 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 VERT. 1 "=5' PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). x� of wash,] `Q 6 AS -BUILT DRAWINGS JEF 09 04 18 ncomp as s V e 5 REVISED DITCH STORM DRAIN BCS 1/27/11 TJR ENGINEERING &SURVEYING Z 4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 TJR 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM Western Washington Division 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR 165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 p 38285 Eastern Washington Divisions is ��'v 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 SIORAL NO. REVISION BY DATE APPR MIN MIN MIN I MIN MIN 2" CLAS *2" TO 6" C OR CI I� 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN, 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN 2" CLASS 'B' CRUSHED ROCK, FLOWA6LL I ILL OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR-05, SP PAGE H032 OF CURB OR OF PAVEMENT ;ENTER LINE OR ANE LINE ,S* L>,Yn:� LNl � � [ems [.7 �K•m:�y � TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT SY p ADOPTED CITY OF RENTON STANDARD PLANS N COS LST DATE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 E LINILW RO 30' R/W DIED. 5 6't L/S STRIP SIDEWALK EX EOP EL=201.74 I 2% I �-'C- - _/_ REMOVE - - - - - - ASPHALT CEMENT CONCRETE SIDEWALK PER C.O.R. DETAIL 102 SURVEYED: SCALE: DESIGNED: TJR DRAWN: BCS ONE INCH CHECKED: AT FULL SCALE TJR IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: TJR VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M LANE LINE MARKING 7'-8" STANDARD VEHICLE WHEEL PATH 3' 4.5' 3' >MIN.' MIN. MIN.�� 2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W 1' 1' ACP CLASS* \ MIN. I MIN. 6" CRUSHED SURFACING TOP COURSE CD, EDGE OF PAVEMENT, - EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE 2.5' MIN. *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. 9't GRIND & 6.5t OVERLAY -20.5' L 30' R/W 201.90 2" OVERLAY - EX EOP 202.08 2:1 MAX 2% 2T, 2% NEW EOP 202.31 ADD 2" HIGH BY 6" WIDE ASPHALT BUMP TO EDGE OF PAVING TO 4" HMA CLASS 1/2" 64-22 CONTROL FLOWS AS NEEDED. 3" CRUSHED SURFACING TOP COURSE 3" CRUSHED SURFACING BASE COURSE FIRM SUBGRADE SECTION E-E STA 3+25 HORIZ. 1 "=5' VERT. 1 "=5' tRCITY OF RENTON Planning/Building/Public Works Dept. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL LONGITUDINAL PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT �Tz p ADOPTED G CITY OF RENTON A� - _ STANDARD PLANS LST DATE: 02/05 DWG. NAME: H032 SP PAGE: H032 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: CARPENTER SHORT PLAT DATE11/17/17 L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N /A PAGE: N/A DRAWING NO: NOTES & DETAILS 13708 SHEET: 7 OF: 15 R 3 9 0 8 0 6 r- 00 (T LU I- LL.I Q Q z H U n W 3 ry 3 c D z w DD 0 n M 0 z z Of W w z CD z Ld to V1 Of K a w 0 DO r- N O r Laj zz J La_ 5 FACE OF CURB 1 61/2" 6112' V 1/2"R. 1"R• 1:24 TOP OF D iol 1/2•R,� ROADWAY D ,D D • , D a D ,D CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1 2 FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:1z t:za TOP OF ///- , 1/2" R. ROADWAY F-- 1 -6- - DEPRESSED CURB SECTION AT SIDEWALK RAMS 6" CEMENT CONCRETE 112' R. �I 1" R SIDEWALK RAMP VARIES OR LANDING FROM A - 6'TO0 1 ' . D 6 ° _ D � D 3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 1/2" SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF �- V 1/2"R, ROADWAY Z. D \\ D D D D • D D D D• • • tD DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1D4.2 �- FACE OF CURB FACE OF ADJACENT CURB \ GUTTER SURFACE 61171 rl 1" 112" R. �- TOP OF ROADWAY •D 1" R. t ° ° I B 114" D • D • CEMENT CONCRETE '• ' . TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Not used. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan ID4.2 PUBLIC WORKS CEMENT CONCRETE CURBS I� - l01 DEPADEPARTMENTPRED 6' MIN. (SEE NOTE S) VARIES ISEE NOTE 7) _ _6 MIN. (SEENOTES) 1 O LF OF PAVED DRIVEWAY REQUIRED 315' EXPANSION" JOINT (TYPJ CE (SEE STD. PLAN 1021 CE I SR "c 9 1 z SEE NOTE 5 fl N N g TENT ICRETE :WALK `�J nv SEE NOTE'1 CEMENTCONCRETE J RAIN WITH 12H IV a CURB a GD TTER SLOPE (TYP.) ISEE NOTE 31 16• CONTRACTION JOM (TYPJ (SEE STD. PLAN ID21 PLAN VIEW VARIES (SEE NOTE 10) S 3% LUX. SEE NOTE B ITYPI .I 6- MIN 0' MIN CEMENTCONCRETE 6-MIN DEPRESSED CURB A GUTTER SIDEWALK O 18' EXPANSION JOINT(TYP.) (SEE NOTE 30 SECTION A ISEE STD. PUN 102, 120.(iYP1 910EWAlN W'IpIN DIFFERENCE IN SLOPE MAX DRIVEWAY WI ITME SLOPE (SLOPE SHOWN EXAGGERATEDI 1 5Y, ' D • C • DRIVEWAY •'MIN uDRNEWA� W"R E� ^VE �/ D SE ON O CEMENT CONCRETE SIDEWALK TYPE R16 - ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER) CEMENT CONCRETE CURBS GUTTER (SEE NOTE 3) For NOTES STD. PLAN 104.2 tic p STD. PLAN - 104.3 �+ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR VED: DEPARTMENT ENTRANCE - TYPE R1 B ATE -IaEErFQI62 /a'R K 5/8"D DUMMY ,AINT - .- SEE NOTE 2• - o' 2' L" b 3/11PIP E.MOLD ED JOINT FILLER CT rp} - CENEN' GONCAETE CuR9 AND Gurrot FACE OFfit- CENTEAL:W OF FIWAE & IX311Tti 5 1 2" 1° _ MATCH F.9AMErLV96RATE-M1QrIYGLLIDEE!] 112" R. ) RQADWALY IN CURB AHO OUTT ER BID ITQA SLOPE r MP OF 0 1� .' RD447wAY 1r"E • P I o-• • . Pr. - A0JU"5NT SECTION - NOT INCLUDED IN CkAH AND {3 UTTER 9111 ITEM • ICATcH R4151 N - NOT W"WED a IN CURB ANO;3 UTTER &P nEA3 'P SECTION UEPNERAL AOTFS: 1. The intamt of Ns design is to facilitate the removal of a ra(tGh basin with minimal disturbance of the curb, T110 axpa 148 Orl joints of ttTa r' r i adjacent aldawalk shall be edjusted to be In � line with these curb expansion Joints. \ ISOV-TIil1C VIEW � r CEMENT CONCRETE CURB Sm. FLAN - 101.1 +!® PUBLIC Z9DRK5 INSTALLATION AT PRO'ED: �Tw DEPARTMENTINSTALLATION BASINS J.A LXIJ IINV AJNHF !- PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 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 THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. ��Y o STD. PLAN - 103 @� PUBLIC WORKS CURB AND GUTTER PPRO D: ,P� N toy DEPARTMENT REPLACEMENT DETAIL Z ATE LAMES Encompass ��°FWAs�I�le U�00 10ov� ENGINEERING & SURVEYING Western Washington Division 4 165 NE Juniper Street, Suite 201 IS Issaouah, WA 98027 ■ Phone: (425) 392-0250 IS Fax: (425) 391-3055 p 38285 Eastern Washington Division, ISTEg� 407 Swiftwater Blvd. IS Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 SjONAL r-D 1 B "SEE CONTRACT) ROW DING 2 0-• i� 111' IIN) R. (TYP.) �' CURB NOT INCLUDED IN BID ITEM - 15% 1.1-� SEE RAISED EDGE ale' (INI PREMOLDED V-0" SIDEWALK DETAIL - THIS SHEET JOINT FILLER ALL CUT MIN. (SEE CONTRACTI SLOPES 12' IIN) R. (TYPJ WITH RAISED EDGE 1 • 1 s% URB NOT INCLUDED IN 810 ITEM - OIL \ _•.S•'3 �H S1�R •• • • • • F� 318"(IN) PREMOLDED 1 FINISHED GRADE 1 'N BELOW JOINT FILLER TOP OF CONCRETE SURFACE 2'-D- SIDEWALK ADJACENT TO CURB MIN. (SEE CONTRACT) 1' 0' 1' 0' 1/2" (Ir() R. (rYP.) ROL nING CURB NOT INCLUDED IN BID ITEM - _ 15 % 3L8 VNII --� BRIDGE OR PEDESTRIAN MO DE2 . WALL OR BARRIER PRELDEO RAILING JOINT FILLER ADJACENT TO CURB (STEEP FLL SLOPES" BARRIER - SEE SIDEWALK CONTRAC- PLANS (SEE CONTRACT" WALL OR BARRIER / I I rl" (IN) R (TYP.I FLUSH / I '• CURB NOT INCLUDED IN BID ITEM - SMEWAJL _ 15•n (IN) PREMOLDED VERTICAL WALL - JOINT SEE DETAIL JOINT FILLER (TVP.) e IFJOI (IN) FILLER ADJACENT TO CURB AND RAILING OR WALL JOINT FILLER SIDEWALK BUFFER STRIP (SEE CONTRACT) (SEE NOTE 111) SIDEWALK ADJACENT TO WALL DETAIL 12" (INI R. v� tt��5�% _ 1 5 MIN CURB NOT INCLUDED IN &D ITEM - B- } 'r�ySm-:-L'+:3••.': :� LEVEL I? 1/2'IIN)R, FINISHED GRADE 1(IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED •'• m 01 ADJACENT TO BUFFER STRIP A' 1 pro R !" • ' ' �j BHOOrtED FINISH • • • 4-WIDE SMOOTH TROWELED PERIMETER •,, A••� RAISED EDGE DETAIL 1Z A• EXTEND SIDEWALK TRANSVERSE ,tea JOINTS TO INCLUDE RAISED EDGE CEMENT CONCRETE CURB ICURB AND GUTTER SHOWN) i NOT INCLUDED IN BID ITEM <..� For NOTES see STD PLAN 104.2. Paved surfaces must comply With / STD PLAN 102.1 as applicable. 318' 1 CONTRACTION JOINT IN SIDEWALK ONLY EXPANSION JOINT IN BOTH •' •'• •?• l0'• • • , . _ I ,B•A?, l0 •. CURB AND SIDEWALK � SEE 5TD PLAN 101 1 • I ; R • A , • . 'p JOINT AND FINISH PREMOLDED JOINT FILLER DETAIL EXPANSION JOINT (C; CONTRACTION JOINT PLAN PUBLIC WORKS CEMENT CONCRETE PPRO�ED: - 102 J DEPARTMENT SIDEWALKAff F061 a CEMENT CONCRETE J ` CURB & GUTTER (SEE NOTE 3) CEMENT / DEPRESSED MONOLITHIC CONCRETE CURB 6 GUTTER SIDEWALK (SEE DETAIL THIS SHEET) TYPE C2B ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3/8" joint filler along the driveway lane lines FACE OF CURB (see std, plan 102). Construct expansion joints parallel with the aEEOC �� _ SEE DEPRESSED CURB DETAIL centerline as required at 15' maximum spacing when driveway CONTRACTION JOINT etON THSSHEET widths exceed30', STD PL AN T?R _ TOPOF ROADWAY 2, See std. plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs may be specified. See std. plan 101 for curb details. 1V 4. Not used. 4-1- 5. The engineer will design all driveways to Include elevations at all NoTe DRIVEWAYLONGITUDINALDVANSION points marked with symbol "X". All elevations are at the back of JOINTS SHALL BE FULL DEPTH curb top on uphill side. DEPRESSED MONOLITHIC CURB & GUTTER DETAIL 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown in the corresponding Isometric view. 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or - FACE OF ADJACENT CURB R303.2.3 of the Revised Draft Guidelines for Accessible Public 1 Rights -of -Way of November 23, 2005 (PROWAG). 9. Curb returns for any Type C-MAX Driveway may be approved on �1• R a case -by -case basis. D ---GUTTER SURFACE 10. STREET STANDARDS = Renton Municipal Code (RMC) v 1' R. D Title IV Development Regulations CHAPTER6STREET AND UTILITY STANDARDS Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR GOMMERCWL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE C1 B CHAPTER 4 R=ResleemtBl, C=Comrnerc W , t CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, -- J Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX=4 Lane Commercial) REGULATIONS B=Buffer (Planting strip), Slenk=No Buffer PUBLIC WORKS CEMENT CONCRETE DRIVEWAY 37D. PLAN - 104.2 DEPARTMENT ENTRANCES - NOTES AND DETAILS T are 0-7"MAX. MIN. 5'-D" CLEAR WIDTW . �- - - - - -I MUUI.fT UN PEDESTAL PROVIDED WfTN N•O.C. i- - ---i 15.1J. UNIT, 1 ----PLANTIQG 5T21PIG WIOT!-I OTC) vQ21ABLE "CI-102 1011- PATTEfLlJ PER U.0• 3/e" x PULL DEPI1-4 -5/6' x FULL DEPTH c-E5•u PEDESTAL EARAM5IOAJ JOIKI T• EXPAL1510N JOINT TEMPLATE. WALK. F20K F VIEW SIDE VIEW NC7TE5 1.IN5TALLATION OF N.D.C:b.U, INCLUDING CONST2UTION OF DAC�E WILL 8>= pare 3Y U•5. P05TAL. 5E1ZVICc. NEIGN6URu000 DELIVERY AMID COLLF-C-nM SOX UNIT v 5 REVISED DITCH STORM DRAIN BCS 11/27/17 TJR SURVEYED: SCALE: VERTICAL: NAVD 1988 4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 n TJR DESIGNED: 1 =20e HORIZONTAL: NAD 1983/1991 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM TJR 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR DRAWN` BCS 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: ONE INCH DATUM TJR AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: TJR SCALE ACCORDINGLY U.S.P.O. Neighborhood Delivery and Collection Box Unit (Mailbox) ITlstallation ADOPTED CITY OF RENTON _ + STANDARD PLANS LST DATE:1-Aug-87 DWG NAME: HR-06 SP PAGE: H026 910,16 CITY OF mu RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: DATE: CARPENTER SHORT PLAT 10/27/17 L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N/A PAGE: N/A DRAWING NO: DETAILS 137nR SHEET: Q OF:1 5 R 3 9 0 8 0 7 OO cV O O 00 00 C__) (=) cr) M m ro LU rn 3 0 z w Ib 0 M 3 0 z z Ld z z CD z W N N o_ 0 00 0 M 0 i r z z J TESTING DETAIL O NEW D.I. WATER LINE TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1-BUND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BUND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CONNECTION DETAIL F�_]I@FNEW D.I. WATER LINE (AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. l�Y o STD. PLAN - 300.1 �► PUBLIC WORKS CONNECTION TO WATER MAIN WITH �NTo� DEPARTMENT TAPPING TEE & VALVE i `'., RC H 2O10 n 0 n v �� 11-1/4" BEND �1 CAP \ % S' All / 22-1/2" BEND TEE 45" BEND 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 9A 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 126.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-O" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' iRUST BLOCK BE 2EA REFERS TO \CE OF BLOCK M IN SQUARE FEET 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 e PUBLIC WORKS DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 0LO CONCRETE THRUST BLOCK 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT 1 06 CUT FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1 /8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOOR E/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5'x5x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACK OF SIDEWALK 2"� CONCRETE SIDEWALK �OR PLANTING STRIP /T,/ 36" MIN COVER 0rcr. MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. TIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING ONE MAN ROCK- 1 6 LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD FILL HYDRANT LOCATION IN CUT OR FILL z Y STD. PLAN - 310.1 + + PUBLIC WORKS FIRE HYDRANT ASSEMBLY DEPARTMENT � ,Tp MARCH 2O10 LANDING GRADE BREAK - SEE CO NTRACT PLANS - 4' - Cr MIN CEMENT CONCRETE SIDEWALK -- SEE NOTE 5 FLARE (TYP.) 318" EXPANSION JOINT (TYP.) -SEE STANDARD PLAN F-30.10 / GRADE BREAK Z / CURB, OR CURS AND GUTTER - SEE NOTE 4 - FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER UD AND 2" DRILLED HOLE PIPING PIPING FOR TOUCHREAD PIT LID (SEE DETAIL A -A) z I IN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" >-' w LONG COPPER TAILPIECE. w 9" MIN 0I SIDEWALK 0 12" MAX FINISH GRADE <; z ¢ W TOUCHREAD WATER > METER TO BE 0 o SUPPLIED BY THE 12 z a 35" MIN COVER N M CITY TYPE "K" SOFT o 0 COPPER TUBING a Iq 0 22-1/2' NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER. FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. N OTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. ADRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID rrr TYPICAL RIB 01[6111119 THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. 'S Y n PUBLIC WORKS 3, "AND 1 "WATER SERVICE STD. PLAN - 320.1 DEPARTMENT NOVEMBER 2009 A CURB RAMP V4ADTH 4' - 0" IAIN- LANDING TO MATCH CURB RAMP WIDTH -- SEE CONTRACT PLANS LANDING GRADE BREAK CURB RAMP SEE CONTRACT PLANS - CEMENT CONCRETE 4' - 0" MIN- SIDEWALK - SEE NOTE 5 I PROVIDE SMOOTH TRANSITION TO SIDEWALK VIA DTH (TYP.) SEE CONTRACT PLANS - * 4'- )'MIN. 316" EXPANSIGN JOINT (TYP.) -SEE + CURB RAMP STANDARD PLAN F-30.10 1 1 w GRADE BREAK TRANSITION TO SIDEWALK. BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - E:: SEE CONTRACT PLANS ,i ESE CURB, OR CURB 1 - AND GUTTER - 1 DETECTABLE WARNING SURFACE - SEE NOTE 4 a SEE STANDARD PLAN F-45.10 FACE OF CURB DEPRESSED CURB AND GUTTER - SEE NOTE 4 CROSSWALK L 1 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN & - V PROVIDE WATER MAIN 2" CLOSE NIPPLE 2" 90' ELBOW) CONCRETE BLOCKING IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN f PLANTER OR CAST IRON BOX IN PAVED r OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090) EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECTION, 6" MAX. WITH REGULAR BASE SECTION LENGTH TO FIT. „ 2 RESILIENT SEATED 2 1/2" NST (HOSE) GATE VALVE, SCREWED AND 2 1/2" FNST 2" GALVANIZED CAP WITH GASKET PIPE 12" LONG 2" CLOSE NIPPLE 2"x2"x2" TEE AND 2" CAP BETWEEN CAP OR PLUG 2" CLOSE NIPPLE BEWTEEN TEE AND 2" 90' ELBOW _ AND 90' ELBOW. o'oa. °0-a.0,00 ao°opao00 °oI.o. INSTALL 4 MIL POLYETHYLENE 18" MAX. °e o'0 op0 =Q o m0 2" 90' ELBOW PLASTIC COVER OVER WASHED o°noo°oo� Dorn o° °oo°, 000'000: GRAVEL. CUT HOLE FOR PIPE 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION SY O � STD. PLAN - 340.1 PUBLIC WORKS 2" BLOW -OFF DEPARTMENT PERMANENT ASSEMBLY � MARCH 2010 A NOTES CURB RAMP VNDTH V 0" MIN. 1, At marked crosswalks, the connection between the curb ramp and the road - LANDING E MATCH CURB RAMP I � WYIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings- Y 9 5 2. Where "GRADE BREAK" is called out, the entire length of the grade break 2. GRADE BREAK between the two adjacent surface planes shall be flush- 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. I MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan PLANS - 4'- O"MIN. * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and IV BUFFER 4NDTH - MATCH Pedestrian Curb details. I 'r+ TO CURB RAMP DEPTH (TYP1 5. See Standard Plan F-30.70 for Cement Concrete Sidewalk Details. See D L V, Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian l4 Curb, or Sidewalks, 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN culRe- SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a D single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SUPFACE - the landing over a horizontal distance of 15 feet. Do not include the SEE STANDARD PLAN F-46-10 abutting landing 1n the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8.14. L9, Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp andfor Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED W - 0" MN. OC PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-49.10 4' • 0" MIN 15' - 0" MAX. {TYP.) GRADE BREAK SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE T COUNTER SLOPE SEE STANDARD PLAN F-34.10 * GRADE BREAK 5.0% MAX TOP OF ROADNAY LANDING CURB R"P DEPRESSED CURB AND GUTTER - SECTION SEE STANDARD PLAN FA0.12 { A CEMENT CONCRETE CURB RAMP "TYPE ['FMFN- C'CINCRFTI CURB RAMP'TVPE CEMENT GONGKETE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT PEDESTRIAN CURB - 5EE NOTE 4 DETECTABLE WARNING SURFACE - $EE STANDARD PLAN F-65.10 3" R. TYP DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER- SEE NOTE 4 CURB RADIUS DETAIL S NMES of WAsr,�I `Q 6 AS -BUILT DRAWINGS Encompass 'T Nr 'c� 5 REVISED DITCH STORM DRAIN 00 z tit 4 TAPER FRONTAGE CURB MOVE SS ENGINEERING & SURVEYING z / 3 REVISED PER CITY REVIEW Western Washington Division f 2 REVISED PER CITY REVIEW 0 165 NE juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■Phone: (425) 392-0250 ■Fax: (425) 39 I -3055 38285 Eastern Washington Division, Isf� 1 REVISED PER CITY REVIEW /ADD VAULT 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 sIONAL N 0. REVISION ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT JEF 09/04/18 TJR BCS 11/27/11 TJR SURVEYED: ---- BCS 11/17/17 TJR DESIGNED: TJR BCS 4/20/17 NEM BCS 3/20/17 TJR DRAWN: BCS BCS 2/16/17 TJR CHECKED: TJR BY DATE APPR APPROVED: TJR SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND SLOPE IN EITHER DIRECTION * 1 5 OR FLATTER RECOMMENDED FOR DESIGNIFQRMWORK (2% MAX.) * 7.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMwORK (8.3%MAX.) * * 9 5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (10% MAX-) ISOMETRIC VIEW TYPE PERPENDICULAR. B PAY LIMIT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 100� �28680 * g 4ISTBa ss104VA 1, q or PERPENDICULAR CURB RAMP IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION BY: Date: Jun -lllfi_:%V'll AIIIIIIIIIIi STATE DESIGN 2KC4NEER 79 VV-hingl on Stalelnrm D■porof Transpwofion BY: Date. BY: Date: DATE: �% CITY 0F CARPENTER SHORT PLAT 10/27/17 RENTON LUA14-001200 U16-004636 PAGEBOOK:N/A DRAWING NO: Planning/Building/Public Works Dept. DETAILS 13708 SHEET: OF: 9 15 R 3 9 0 8 0 8 W 3 9 0 8 0 2 (V O O 010 O O OT1 � M M 0 LLJ LLI :2/ Q Z Q H- U n -3 O rail U) 3 -o 0 z w ao 0 M c� 3 0 z z w w w z z Of / Vl Of a w 0 0 a n M_ N O r M;.i Q z J 7' 1 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC] RUBBER GASKETED JOINTS IN ACCORDANCE vATH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE 512E - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A, .B, C. D, ,E, 48' MH 48" 6" MIN. 5"MIN 24" MIN. 21" 1. D. 54' MA 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60' MA 60" 8" MIN. 1 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECT40NS ARE INSTALLED, 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CCNCRETE. 5, ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1 /2 BOND. THE USE OF SHIMS IS PROHIBITED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASSER MC-ARDSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE MITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE, 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6'• AND A MAXIMUM OF 12' ABOVE FINISHED GRADE 4R MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE_ IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAWING. PUBLIC WORKS STD. PLAN - 400.1 DEPAR'P111E1+i1' STANDARD SANITARY MANHOLE SEPTEMBER 2011 rYa I EX SEWER MAIN PROPERTY UNE SPOOL (LENGTH AS NEEDED)- � I 6" SEWER STUDS y'. FUTURE {" SIDE SEWER 2". 4" STUD IAARKING POST PAINTED SEWER MAIN TEE K E" TEE I 6" CAP VA41TE y4714 THE WORD 'SEWER' STENCILED IN 3" HICH BLACK LETTERS AND #8 PARE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. i COUPLING (TYP.) a I �I �I �I ) I -_--_____________.._--___T_., T L---J BEND AS - E]tl5TING SANITARY REQUIRED r I SEWER MAIN r uln 5E flPE 6" SEM5R STUB SEWER AMAIN SIZE X 6- TEE 9"K6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT 40. 00367502 OR APPROVED EQUAL. SPECIFY 'SEWER' ON LID), (SEE STD. PLAN 403A FOR INSTALLATION) JM EAGLE THREADED CLEAN -OUT ADAPTER HUD do PLUG (OR APPROVED EQUAL) _- FUTURE 4" SIDE SEWER 5"X6"X6' W'T'E FUTURE 6"x 4" REDUCER k YTRFIED CLAY MAIN - CUT IN A NEW PVC 'TEE' LJ9NG-STRONC-BACK' FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL). 9. CONCRETE MAIN - CUT IN A NEW PVC -TEE' USING 'STRONG -BACK' FLE)9HLE CQUPUNGS (FERNFD OR APPROVED COVAL), C. PVC & C900 PVC MAIN - CUT IN NEW TTE USING, RIGID CDVPLINDS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SMALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. f 01 3000 PSI Mix . `G CONCRETE LOCKING r f �vo r co2% LAIN COPE NIORIZDNTAL 6" TEE B" MIN, M riER SERtiR MAIM IN C]NCRFTt: ALL]C_I[INQ AuI^Cc -OF TEE -- - - - - - IYP_CAL SIDE SEWER NOTE: UNLESS OTHERWISE 5HQWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERII' UNE OR 3-T LOWER THAN 114E LOWEST HOUSE ELEVATION, NHCHEWR IS LOWER. Apr STANDARD SWE SEWER pro. PLAN • 406.1 PRIPUBLIC WORKS INSTALLATIONApugvm DEPARTMENT a (SEWER MAIN TO PROPERTY LINEy BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586nn7 ➢IA B.C. {SEE DETAIL) REw`I`QN SEWER COVER M& FRAME PLAN VIEW 25' DIA. [635mn] 1' 3J4'25^^] C19nm] $ 1J2' I [22anmr1r1] C64r,r17 rYP COVER SECTION VIEW 26 1/2' DIA 167 3nn] 25 1/4' MIA 1641nn] 1 lllb' 1/4' i6nri) DIA 27mm7 NEOPRENE GASKET 6' [151 nn] 5/8' 23 3fS' DIA CL OPEN 116mn] [594nn] 27 5/16' DIA 1694mn] 34 1/8' DIA COVER BOTTOM VIEW 81-7 SOC.(ALLEN HEAD) 5/8`-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' A--J (27mm1 [inn] 1/TR3 GASKET GROOVE DETAIL 1867r1n] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 0R EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON pOVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). 9M. PLAN - 401 +. + PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 PATCHED ART;A A SEAL MATH AR 4000 OR APPROVED ^1 r EQUAL AND DRY SANG AFTER PLAN PATCHING N 75 2'-0' OUTSIDE OM. 2'-0' MORTAR JOINTS) (3/6- MIN.) SEE NOTE 3 AND SPECIAL PROVISIDN 7-05,30 ). A DEPTH OF CLASS 'B' ASPHALT TO BE BELOW W BOTTOM 4F THE UPPER ADJUSTMENT RING OR A MINIMUM OF 9' WHICHEVER IS GREATER, ADJUSTMENT RING (1- MIN.) 09 BRICKS. SEE NOTE 4. ECTION A -A r9Tli?1'.1 1, REMOVE QAVEWENT AND BASE MATERIALS FOR ADI5TAN CE 3 ALL JCiVTSBETWEE.N THE CONE, ADJUSTMENT RINGS. WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS ANO FRAME SHALL BE GROUTED FEET. ADJUST CASTING FRAME TO PAVENENT SURFACE U51NG R'SER RINGS QR CONCRETE BLOCKS PER STD PLAN A ADJUSTVENTOF THE FRA10F TO GRADE SHALL BE 4DD.I. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE 2, REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W CF STAGGERED TO CREATE A RUNNING BOND OR It2 BOND THE CLASS'B' ASPHALT CR TO A DEPTH THAT 15 2"ISELOw THE UMOF SHIMS IS PR-DHWITE[1. BOTTOM OF THE UPPER ADJUSTMENT RINGWH CHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. Lncompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 ISM, PLAN -- 4WA - TYPICAL UTILITY COVER APMear>sp. ADJUSTMENT FOR f �Y r PAVEMENT OR OVERLAY - 0 GATE S �MES OF WAs� <Q U'T'T co .r � Z 38285 O�SS 0NA�� RECESSED Not to Scale LIFT POCKET FRAME 3/4" LETTERING 'SEWER" 2'-C)" DIAMETER 2'-C" I t�7 �So C� (2) BOLT SOC. {ALLEN HEAD} r -5/8" - 11 X 1.5 STAINLESS o�oao STEEL REF. PART 900981177 1 -3/16' 1G-1/2' ASPHALTS .,8„ 5,8.. 1-1 f8' 2-1/4" BOLT DETAIL 14- 12-3/4' 2 h� 11" �I 1-1/a" CAST IRON RING AND CODER 45' (1 /8) RENO 45• (1 /8) BEND SAND OR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8• AND 6" CLEAN -GUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No, 3695 (PRODUCT NO. 003699D3) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER 11GHT A55EMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER. PUBLIC WORKS DEPARTMENT 8" OR 6" CLEANOUT FOR SANITARY SEWER MAIM Iv 5 REVISED DITCH STORMDRAIN BCS 11/27/17 TJR SURVEYED: ____ 4 TAPER FRONTAGE CURB/ MOVE SS BCS 11/17/17 TJR DESIGNED: 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM TJR 2 REVISED PER CITY REVIEW BCS 3/20/17 TiR DROWN` BCS 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: NO. REVISION BY DATE APPR TJ R APPROVED: TJ R SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY STQ. PLAN - 403.1 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) C'OJNDATION LEVEL sk 10010000, LIMITS OF PIPE ZONE D. OF PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4, PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 URIPUBLIC WORKS PIPE BEDDING APD OVED- DEPARTMENT FOR SANITARY SEWERS11 Q tiM� OAR CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: DATE: CARPENTER SHORT PLAT 10/27/17 L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N/A PAGE: N/A DRAWING NO: DETAILS 13708 SHEEr: OF. 10 15 R 3 9 0 8 0 1 9 S 3 9 0 8 0 2 O N r-1 O 00 00 O O al � m m LU F- U 1 3 -o 0 z W I 00 0 n M 0 i z z z 0 z W Vl IY a W 0 CO 0 rn N O r r;.i Q z J LL m 3 FRAME AND VANED GRATE 5 I. OR 12" ONE #3 BARR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION 2N0�01 rS�FA16 PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCEDOR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE �6) NOTES 1. As acceptable altematives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or a wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE v PRECAST BASE SECTION. Wire mesh shall not be placed in the #3 BAR EACH CORNER knockouts. #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR EACH CORNER 18• MIN #3 BAR HOOP 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION n + PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 �FN COS DEPARTMENT MARCH 2O08 RENE Nonni r 0 FRAME AND VANED GRATE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION / SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISI IED, AND UNTIL PERMISSION TI IEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2, SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED, 3. A CONTINUOUS LAYER. OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR %z BOND, 5, ADJUSTMENT SECTION SHALL BE GROUTED WATER'flGl IT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROU t 3. GROUTING BETWEEN AUJUSI MEN I SEC I ION SHALL BE WATER TIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMI_IM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRFSSIVF STRFNGTH SHAI I BF 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 B. PICK / LIFTING HOLES AN E 1 O BE GROU I I-D WA-1 HR I IGH 1. PUBLIC WORKS GATCH GAG®H LUSTALLATION DEPARTMENT STD. PLAN -- 202.00 MARCH 2O08 BOLT -DOWN HOLE (TYP.) - 5/8" - 11 NC, SEE DETAIL & NOTE 2 O TOP SECTION O NOTES 1 This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept a 5/8" - 11 NC x 2" alien head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. RECESSED ALLEN HEAD CAP SCREW 7/8"_ I 118" 5/6" - 11 NC x 2" 3/4• GRATE ISOMETRIC VIEW N a e a FRAME 2 112 SECTION BOLT -DOWN DETAIL DETAIL O SEENOTE2 �ZY o STD. PLAN - 204.00 A PUBLIC WORKS RECTANGULAR FRAME DEPARTMENT 'f'�•N,tp MARCH 2O08 l I'- 4' 2-7"MAX . MIN. 5'-D" CLEAR WIDTW . VARIES IL�� VARIES - I C TO 17 FACE of I O TO 17 I EDGE OF f I SHOULDER CURB I - ... - OR TURNOUT l� I I �- - - - - -I MUULfT' UN PEDE5TAL PROVIDED WITH N.D.C. -i E"U. UNIT. TYPE OF - - - - }' SUPPORT R CURB I VARIES (TYPE - - - - VARIES) PLAKITIIJG 5f21NG WIOTW D TO VARIABLE ANCHOR 50)L-T PATTE2iJ PER N.O. 3/6" X FULL DEPT 4 3/8' x FULL DEPTH C-E5.0 PEDESTAL F)CPANsiom JOII�Jr. EXPAL1510N JOINT TEMPLATE. WAL fC �•�; ♦• 7: �r�: ��f: ram:. F20KF VIEW SIDE VIEW NUTE5 1.IN5TALL.ATION OF N.D.C:E.U. INCLUOIHG CONSTIZUTION OF 5E WILL 8>= pUNE 5Y U,5. P05TAL 5E9_VI(_c. NEIGN6URu000 DELIVERY AME) COLLF-C-171M SOX UNIT U.S.P.O. Neighborhood Delivery and Collection Box Unit (Mailbox) Installation O� ADOPTED Ufa CITY OF RENTON _ + STANDARD PLANS LST DATE:1-Aug-87 DWG NAME: HR-06 SP PAGE: H026 � LAMES Encompass ��°FWAs0 V1, �I� �00 .A ENGINEERING & SURVEYING UZ Western Washington Division 4 165 NE Juniper Street, Suite 201 Is Issaouah, WA 98027 is Phone: (425) 392-0250 ■ Fax: (425) 391-3055 p R 38285 Eastern Washington Division, ISTEg� 407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 Sj0NAL TYPE OF SUPPORT VARIES AT EDGE OF SHOULDER BEHIND CURB MAILBOX PLACEMENT SECTIONS Y - r O.C. MIN POST TO Pogr , I NEWSPAPER BOX (SEE NOTE 3) ANTI- TWIST � $HE ", ATE 7p 1 F'I II sTEELP03T WOOD POST OPTION OPTION TYPE 1 SUPPORT MAILBOX SIZE 1, 1A, OR 2 (TYP.) (2 CLAMPS PER BOX) S MIN. BETWEEN MAILBOXES MAILBOX SPACING DETAIL VARIES NOTES: 0 TO tr 1. An ad ustable platform may be used in lieu of the platform design shown on SACK OF thisplan. Adjustable latfarrns must fit the brackedesi n shown on this Ian. SIDEWALK Brakets are requiredf or all single post installations. Field drilling may be required. 2. A Type 2 support is required when 2 or more mailboxes are to be installed on one support. A maximum of 5 mailboxes may be installed on a Type 2 sup- port. See Std. Spec. 9.32.7. >n TYPE OF 3. Attach a newspaper box to a steel post with two 1 7/8" Muffler Clamps spaced SUPPORT 4" apart Field drill 7t16" holes in the newspaper box to fit. Use 2 1/2" . 114" IH VARIES lag bolts to attach newspaper boxes to wood posts. Newspaper boxes must SIDEWALK not extend beyond the front of the mailbox when the mailbox door is closed. 4. Spacing of mailbox mounting holes varies among manufacturers. Attachment of the mailbox to the platform may require drilling additional holes through the mailbox to fit the platform. 5. Center the mailbox on the platform to ensure space for the mailbox door to open and to allow space for installing the fasteners. BEHIND SIDEWALK 6. A socket and wedge anchoring system may be substituted in lieu of the anti - twist plate assembly for single steel posts shown on this plan. The socket and wedge anchoring system shall meet NCHRP 350 Crash test criteria. Anti -twist plates are not required for wood post installations. INSTALL SNOW GUARD WHEN SPECIFIED IN CONTRACT (SEE DETAIL SHEET 3) U.S. lu MA L MAIL w NEWSPAPER BOX (SEE NDTE 3) 'k ON TAS#. - MULTIPLE MAILBOX R��� SUPPORT (SEE NOTE 2) �`, 5 9 � Nil o,A 4p zrecl �,o c� CI STEa ♦� �•r10NAL 8�6 EXPIRES MAY 16, Y003 MAILBOX INSTALLATION TYPE 1 8r TYPE 2 (PROPRIETARY DESIGN SHOWN) STANDARD PLAN H-12 TYPE 2 SUPPORT sr1EEr 1 of 3 sNEErs ADOPTED nTM GtitY O� CITY OF RENTON S STANDARD PLANS dam rrY VI. I"srrUrlw p mrr Ixrlsls '�Q�-•N,O.$ LAST DATE: 05109/2002 SP PAGE H027 Iv 5 REVISED DITCH STORMDRAIN BCS 11/27/17 TJR SURVEYED: SCALE: VERTICAL: NAVD 1988 n r HORIZONTAL: NAD 1983/1991 4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 TJR DESIGNED: 1 =20 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM TJR 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR DROWN` BCS 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: ONE INCH DATUM TJR AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TJR 1 A TOP 24• 7 OR 8 EQUAL SPACES M Iri -DIRECTION OF FLOW T__ SECTION O SLOT - SEE DETAIL AND NOTE 1 SECTION BO 1/2 1 114• 5/8' BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES I Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. ZY PUBLIC WORKS RECTANGULAR STD. PLAN - 204.20 DEPARTMENT VANED GRATE MARCH 2O08 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: DATE: CARPENTER SHORT PLAT 10/27/17 L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N/A PAGE: N/A DRAWING NO: DETAILS 13708 SHEET: OF.1 1 1 5 R 3 9 0 8 1 0 S 3 9 0 8 0 3 w Q Z i- U LL1 3 O 3 0 z w I 0 M /' 0 z X w w z 0 z w N ir 0- a w O 00 O M_ N 0 O r w zZ J 00 0 m 0 W Q I 0 W z W n Q U F S. W. 114 OF N. E. 114 OF SECTION 32, T. 24 N., R. 05 E., W. M. CITY OF RENTON, STATE OF WASHINGTON T.L.#3345700225 S88'34'07"E 295.92 ----- T.L.#3345700230 I Lncompass', ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 APPROXIMATE CUT / FILL VOLUMES CUT 800 CU. YARDS FILL 800 CU. YARDS DISTURBANCE AREA 0.6 t ACRES .a SILT FENCE PER C.O.R. PLAN 214.00 CLEARING LIMITS, TYP. 3 go T.L. #3345700235 LAMES oy WASH, j U� .r x Z 38285 O�SS ONAS L�� 0- �U cP` . a .. I. Ix 0 z 0 5 10 20 SCALE 1 " = 20' CB RIM=184.03 - 18"ADS N INV=179.23 18"ADS S INV=179.33 INLET PROTECTION PER C.O.R. STANDARD PLAN 216.20, TYP. T.L.#3345700230 I. O . . . . . . . . CB RIM=196.04 _ 18"ADS N INV=191.29 Sn 18"ADS S INV=191.49 ern _INI _ I - I M i� :' _ CB RIM=196.04 �/ 12"ADS E INV=192.64 INLET PROTECTION PER C.O.R. STANDARD PLAN 216.20, TYP. o I I CB RIM=203.09 TREES TO BE RETAINED r, ' i---------- 18" ADS S INV=198.49 - -- I 18 ADS E IINV=198 39 12" ADS I 0 . . . . . . vvv ✓T v/ VV 30.00'------- -�_12;1 ADS IE=205.99 I wLU I I z a I �10 I I . . a 12" ADSI`q IE210..� JZ04Z18IT.L.#3345700215 6 AS -BUILT DRAWINGS JEF TJ . "I 5 REVISED DITCH STORM DRAIN BCS 11/27/17 TJR SURVEYED: SCALE: VERTICAL: NAVD 1988 4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 » TJR DESIGNED: 1 -20> HORIZONTAL: NAD 1983/1991 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM TJR 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR DRAWN: BCS 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: ONE INCH DATUM AT FULL SCALE TJR NO. REVISION BY DATE APPR APPROVED: IF NOT ONE INCH SCALE ACCORDINGLY TJR EROSION CONTROL GENERAL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 17. ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETED. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF PLASTIC SHEETING OR EQUIVALENT. CONSTRUCTION SIGN). 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN 3. FLAG OR FENCE CLEARING LIMITS. DAYS. 4. INSTALL CATCH BASIN PROTECTION AS SHOWN. CONSTRUCT TREE 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE PROTECTION FENCING. THAN 30 DAYS. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND EROSION CONTROL BMPS REMOVED. 6. INSTALL SILT FENCE AS SHOWN.. CONSTRUCT SEDIMENT TRAP AS NEEDED. 7. GRADE AND STABILIZE CONSTRUCTION ROADWAY AREAS. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 9. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. LEGEND CLEARING LIMITS X SILT FENCE INLET PROTECTION ® CONSTRUCTION ENTRANCE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: Date: Know what's below. BY: Date: Call before you dig. BY: Date: CARPENTER SHORT PLAT DATE: CITY OF 10/27/17 RENTON PAGE: LUA14-001200 U16-004636 FFIEN BOOK:/A DRAWING NO: Planning/Building/Public Works Dept. TESC PLAN 13708 SHEET: 12 OF: R 3 9 0 8 1 T1 LL I Q Z I— U W 3 O ry n 3 z Lal I 40 0 17 3 0 z w UL UL z z Ld V1 O_ o. L,L 0 0 0 n M_ N O r Lal a z J Li (V r'1 00 O 01 m LU I— JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TD ATTACH FABRIC TO POSTS. S' MAX. u � POST SPACING MAY BE INCREASED TO S' IF WIRE BACKING IS USED 2'Y2' BY 14Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4'x4' TRENCH BACKFILL TRENCH WITH NATIVE SOIL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT z lV NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 30-100 SIEVE SIZE(0.60-0.15MM) FORSILT FI LM AIDS (ASTM 04751) 50-100 SIEVE SIZE(0.30-0.15MM) FOROTHER FABRICS WATER PERMITTIV 11 Y(ASTM D491) 0.02SEC11 MINIMUM 180-BS. MIN. FOR EXTRA STRENGH FABRIC GRAB TENSILE STRENCHT(ASTM D4632) 100 -BS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION ASTMD4632 30 °o MAX, ULTRAVIOLATE RESISTANCE ASTM D4355 70 °6 MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. + �► PUBLIC WORKS SILT FENCE STD. PLAN — 214.00 DEPARTMENT MARCH 2O08 k0u: s One sign per W fve% (minimum of 2 signs) ❑ripli ne Critical -- r R0( zono a 10 Ft. r j 6 Ft. Te m po ra ry Chain Link Fence f f, % r2 i 1 r _ Fons7rs IN 0 TRESSPASSING 04 PROTECTED THE ES TREE PROTECTION FENCE DETAIL DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS is MIN. 11­11UKN=� � � PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN. GRAB TENSILE ELONGATION ASTMD4632 3096MAX. MULLENBURST STRENGTH (ASTM D3786-SOA 400PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE NSTALLED TO CONTROL TRAFFIC. tzY o + n PUBLIC WORKS STABILIZED STD. PLAN — 215.10 ��Nzp� DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 Ir Encompass', ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 CATCH BASIN 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 1.2. MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER. 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. �Y °�► �� PUBLIC WORKS FILTER FABRIC PROTECTION STD. PLAN — 218.20 DEPARTMENT MARCH 2O08 S �MES of WAsh,I 6 AS —BUILT DRAWINGS J E F 09 04 18 TJR U 00 10 z Z 38285 °•� isTER� SSjONAL� 5 REVISED DITCH STORM DRAIN BCS 1/27/1 TJR SURVEYED: ____ SCALE: 1 "=20' 4 TAPER FRONTAGE CURB/ MOVE SS BCS 11/17/17 TJR DESIGNED: TJR 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR DRNNN` BCS ONE INCH 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: TJR AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: TJR VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF t t RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: CARPENTER SHORT PLAT LU Al 4- 001200 U 16- 004636 TESC DETAILS Date: Date: Date: UAIL: 10/27/17 FIELDBOOK: N /A PAGE: N/A DRAWING NO: 13708 SHEET: 13 OF, o©00 a I