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AB-3908
w Q z U Ld D O o� 3 z z w I 0 0 3 0 i z z Ir W W z 0 z w N In D X 0- w 0 00 0 n M N a r L.i z J L, r-I OQ Ol M 0 LU 0 W n Q U CONTRACTOR RESPONSIBILITY:S. W.1 /4 OF N. E. 114 OF SECTION 32, T. 24 N., R. 05 E. W.M. NE 38TH PL_ ... ..... - - ...... 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 ..... '' / CB RIM=161.10 CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF 7 I DECISION: CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT ✓ • E 12" ADSI E: 156.85 1. THE CARPENTER SHORT PLAT, FILE N0. LOWING CONDITIONS: SHPL-A, IS BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE I APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS: OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 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 ........ I I .. .• I 30OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE DETAILED t LANDSCAPE PLAN SHALL INCLUDE, BUT NOT LIMITED TO, A PLANT I I •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 12" WATER SHORT PLAT RECORDING AND THE FRONT YARD TREES SHALL BE EI E :I j INSTALLED PRIOR TO BUILDING FINAL OCCUPANCY. 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 I IF- 18"ADS N- 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. I I I. MANAGER. 4. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING STUDY PREPARED BY EARTH SOLUTIONS NW, LLC, DATED AUGUST EXISTING UTILITY NOTE . CB RIM=184.03 21, 2014. 18"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 I AND 3. NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY I I I �, 6. A NOTE REQUIRING THE ACCESS TO LOT 2 FROM THE SHARED Li NE z 38TH PL SITE VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY . . . ' . . I DRIVEWAY SHALL BE RECORDED ON THE FACE OF THE FINAL SHORT OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. I � . I PLAT MAP. VICINITY MAP 7. A NOTE SHALL BE RECORDED ON THE FINAL SHORT PLAT MAP NTS STATING THAT THE FUTURE RESIDENCE TO BE CONSTRUCTED ON I �� I I LOT 3 SHALL BE EQUIPPED WITH A FIRE SPRINKLER SYSTEM. SUBGRADE COMPACTION NOTE. T.L.#3345700220 I. . I 8. THE SHORT PLAT PLAN SHALL BE REVISED TO PROVIDE THE I 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,•g I THE ADJACENT PROPERTY LINE. THE REVISED SHORT PLAT PLAN TRUCK OR HEAVY COMPACTOR. ANY LOCALIZED ZONES OF YIELDING SUBGRADE DISCLOSED DURING THIS .I EX. WATER I 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 /METER 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 j UTILITY EASEMENT �° FOUND I. I REBAR CONSTRUCTION PERMIT APPLICATION WHICH SHOW GRADING NEAR RECORDS OF KING COUNTY, WASHINGTON. THE PROPERTY BOUNDARY TO PREVENT STORMWATER DISCHARGE / N88'34 07"W--------- -- . -=- - -- . . . - 1 5 ' 48 � THE REVIEW AND APPROVAL OF THEINSTRUMENTATION . . . . . . . . . . . 65.00' . . . . . . . . ' 1 fi' CITY'S PLAN REVIEW SECTION PLANS SHALL BE SUBJECT TO a . ---- - I INSTRUMENT USED: 5 SECOND TOTAL STATION. ---- - - - �. . .____ JENNIFER RENNIN ,PLANNING DIRECTOR, 2 27 2015 r 7 6' T i G R �0 FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM - iCLOSURE OF OOPS WAS 1. 220 00 IN ACCORDANCE WITH WAC 3322-130 090. • 5'x10' WM/, }+- I T.L.#3345700230 BO EASEMENT 174 'x5' ER a f BENCHMARK MENT � l � . I. I. _ I:__ x5' WATER - - CB RIM=196.04 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. r10'x�6� I ' l _' SD ' 18"ADS S INV=191.49 �, 1" APPROX. 1.7' SOUTHERLY AND 13.0' WESTERLY OF THE ��0IYDRANT� I INTERSECTION OF SE 88TH ST & 116TH AVE SE, ELEV = 0 o I EAS;EMEN I . fit- o. Z 326.65 a, . CB RIM =196.04 M' 12 "ADS E INV=192.64 o - 2 LEGEND �/" • � • 28'x97' PRIVATE � I S DRAINAGE EASEMENT 4X C FIRE HYDRANT -I co J....... o) _, STA 2+75 BEGIN CURB TAPER X WATER VALVE J�/ I N WATER METER M / �� ® J . . ❑ TELEPHONE RISER O UTILITY POLE N ��go ' DE 5 ROW i '. 30' ATION IC 30. CPOWER VAULT I ' 2 C' SEWER MANHOLE S88034 07'E 1.00' II F_ CATCH BASIN T.L.#3345700235 Igo �, GUARD POST 10 y 5'x 10' WATER SIGN METER HYDRANT EASEMENT ° ' / I. I T.L.#3345700216 �g6 I • . D I �0.5'. LLJ MAILBOX 3 / o STA 3+50 END CURB TAPER CB RIM=203.09 FIR TREE N I o l C MAPLE TREE CEDAR TREE 1 ALDER TREE TREE (UNSPECIFIED) /192 FOUND AR 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 • Issao_uah, WA 98027 ■ Phone: (425) 392-02SO ■ Fax: (425) 391-30SS Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 2 65.00, "E 148.00' , d 4 A 1 p,ME,s OF WAS�j 6 AS -BUILT DRAWINGS l' 5 REVISED DITCH STORM DRAIN U z t 4 TAPER FRONTAGE CURB/ MOVE SS �. 3 REVISED PER CITY REVIEW 38285 2 REVISED PER CITY REVIEW °SSrsrER� 1� 1 REVISED PER CITY REVIEW / ADD VAULT j0NAL NO. REVISION IYi1� 1,1111 91-IN --�--------- 18 ADS S INV=198.49 18" ADS E IINV=1198_..39 Q 12" ADS IE=203.13 I..�... ... .... ..... .I. . . . . . i a 90 o . . 00'. N88034 "0 " 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. !�Nli1a1�[eli�I:�LL�i�i.'�7x��11�[eliKfix�Lf�L7:�i 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 ...... 7W . . . . . . 30.00" I------------ �12'' ADS IE=205.99 �� ❑ EEI SD- W • I . >EE I z. I z_ LINCOLN SHORT PLAT . 12" ADSI E210.�' T.L. #3345700215 d Ia d as a BCS 11/27/17 TJR I 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: VERTICAL: NAVD 1988 1 "=20' HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Know what's below. Call before you dig. DATUM NAVD88 PLAT I NFORMATI ON NOTES OWNER: LEVEL HOLDINGS 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 SO 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: PUGET SOUND ENERGY NATURAL GAS: PUGET SOUND ENERGY TELEPHONE: QWEST IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: : 19 Date: Date: BY: Date: DATE: CITY OF CARPENTER SHORT PLAT 10/27/17 RENTON LUA14-001200 U16-004636 BOOK:IN / PAGENA DRAWING NO: Planning/Building/Public Works Dept. COVER SHEET 13708 SHEET. OF: 1 15 R 3 9 0 8 0 1 w Q z U W D O n m 3 v z z W I ao 0 r M 3 0 z z x w w z 0 z W N V) CL a 00 0 r, M M 00 0000 00 Ol Ol cn m w Q Q z I 0 n w D O z W n Q U M z w I m 0 M 3 0 Z X w w Z Z w 0 In Ir a w 0 0 M 1-1 w z J L, 2' ROW DEDICA �3' MIN{ \AX 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 EX7. PAVING 4" HMA CLASS 1/2" 64-22 3" CRUSHED SURFACING TOP COURSE 3" CRUSHED SURFACING BASE COURSE CEMENT CONCRETE SIDEWALK PER C.O.R. FIRM SUBGRADE 32'f EXISTING PAVING DETAIL 102 LINCOLN AVE NE (LOOKING NORTH) NTS EX. 20' EGRESS, INGRESS & UTILITY EASEMENT REC. NO. 8207220042 EX. 20' POWER EASEMENT REC. NO. 8402060355 FOUND REBAR P/L 20' PROPOSED 21' ACCESS/UTILITY EASEMENT 5' 16' PAVING ASPHALT THICKENED EDGE 1'�� 4 REMOVE /REPLACE - - - - I-3' ALL ONSITE PAVING _ 4' I MAX 8„� CONSTRUCT 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 THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF AUGUST 30, 2018. STEVEN D. McCASKEY PLS 42676 YARD DRAIN- RIM=185.86 INV=184.48 T.L.#3345700225 - - - - S8834'07"E - - - - - - - - - - - 295.92' FOUND REBAR 9� FLOW 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 r 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. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 PROVIDE 4" WHITE EDGE STRIPE ® 1 20:1 TO EX. EDGE OF PAVEMENT SEE NOTE 1n LOT 3 GRAVITY SIDE SEWER STUB. -LOT 3 WILL HAVE GRINDER PUMP/WETWELL CONSTRUCTED W/LOT 3 BUILDING PERMIT TO BE CONNECTED TO _ - 1 UZ f KtNUH UKAIN W/ 0 PVC PERF.- PIPE SEE SECTION B-B CURB RAMP, SEE DETAIL 5' PRIVATE DRAINAGE 16" EASEMENT PROVIDE 4" WHITE EDGE STRIPE TAPER TO EXISTING EDGE OF PAVEMENT i I I I STA 1 +40, 6.716' RT BEGIN 4" WHITF[ EDGE STRIPE \� CB RIM=184.03 18"ADS N INV=179.23 1 18"ADS S INV-179.33 APPROX LOCATION EX 12" DI WATER I I �22 LF 18" DI CL 52 4't WATER/SEWER VERTICAL CLEARANCE STA 2+31 CONNECT TO EXISTING WATER PER C.O.R. STD 1 PLAN 300.1 1-12"x8" TAPPING TEE (FLxMJ) 1 1-8" GATE VALVE (FLxMJ) 1-THRUST BLOCK PER C.O.R. STD PLAN 330.2 7.6' I I T.L.#3345700230 POTHOLE WATER PRIOR TO STORM LINE CONSTRUCTION CB RIM-196.04 18"ADS N INV=191.29 SD • 18"ADS S INV=191.49 • • • • 1 NEW INV=192.12 CB RIM=196.04 12"ADS E INV=192.64 12 LF 8" LCPE 0 5.42% I I STA 2+75 BEGIN CURB TAPER I CONSTRUCT 8-UNIT MAILBOX LOCKBOX PER C.O.R. H026 RELOCATE 2 MAILBOXES. 1 INSTALL PER C.O.R. STD 0' PLAN H027 (TYPE 1) 16" >4d� CEM NT CONCRETE TRAFFIC CURB AND 12" GUIER PER C.O.R. DETAIL 101 WIDEN 5'-8'f ON EAST SIDE FOR 20.5' MIN. PAVING WIDTH I T.L.#3345700216 DRIVEWAY TYPE IR1B PER C.O.R. STD PLAN 104.3, TYP. CENTER STA 3 45 - STA 3+50 EN CURB TAPER CB RIM=203.09 - -�------- 18" ADS S INV=198.49 18" ADS E IINV=1198.39 12" ADS I E _ Z 1 �REM . . . . . . 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" 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" ADS END SECTION PER C.O.R. STD PLAN 223.00 =210.-PLACE 18" THICK LOOSE QUARRY SPALLS T.L. #3345700215 a ° RE -ROCK EX. DITCH AFTER PAVING i •� �M E S of was kj v y z Z - 38285 o, d' IS�,O Q 6 AS -BUILT DRAWINGS JEF 09 04 18 TJR 5 REVISED DITCH STORM DRAIN BCS 1/27/17 TJR SURVEYED_--- SCALE: 1 "=20' 4 TAPER FRONTAGE CURB/ MOVE SS BCS 11/17/17 TJR DESIGNE TJ R 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR DRAWN BCS ONE INCH 1 REVISED PER CITY REVIEW /ADD VAULT BCS 2/16/17 TJR CHECKED: AT PULL GALE C NOT ONE INCH IFSjONAL SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: TJ R 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 C FIRE HYDRANT EXISTING PROP. WATER VALVE ❑ ASPHALT PAVING WATER METER ° CONCRETE SIDEWALK ❑ TELEPHONE RISER GRIND AND OVERLAY ,CT UTILITY POLE ❑ EXISTING PAVEMENT GRAVEL ROADWAY FOR POWER VAULT VAULT MAINTENANCE SEWER MANHOLE ❑ CATCH BASIN OME ON LOT 3 SHALL LBEEQUIPPEEDWITH A FIRE O GUARD POST R SYSTEM SIGN MAILBOX FIR TREE C MAPLE TREE CEDAR TREE ALDER TREE TREE (UNSPECIFIED) P/L 5' PRIVATE DRAINAGE NOTES: 1. 5' 2' EASEMENT j T SERVICE 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 j"-1j" WASHED ROCK 3623 LINCOLN AVENUE NE. PROTECT EXISTING METER AND WATER 2.5't SERVICE LINE TO EXISTING HOME DURING 2„ CONSTRUCTION OF NEW I 6" PERF PIPE IMPROVEMENTS FOR THE SHORT PLAT. ® 0.5% MIN SECTION B-B 5' LANDSCAPE STRIP 6" WIDE PEDESTRIAN CURB, TYP. SCALE 1"=5' CURB CURB RAMP - SEE WSDOT STD PLAN F-40.15-03 1 206.28 1 3' TAPER DOWN PEDESTRIAN I CURB, THIS SIDE ONLY CURB RAMP DETAIL SCALE 1"=2' IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: Know what's below. BY: Date: Call before you dig. BY: Date: DATE: HORI ONTAL: NAD D 983/1991 CITY O F CARPENTER SHORT PLAT 1 1 /27/ 17 RENTON LUA14-001200 U16-004636 BOOK:/ PAGENA DATU M DRAWING NO: Planning/Building/Public Works Dept. 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 O M 0 LU I— U) (71 v z Z W I m 0 M c� 3 0 z W W z 0 z W U) In Ir a W 0 00 0 In M 0 r laJ z Z J L, NI 0 MATCH EX. PAVEMENT SEE CONT STRUCTURE DE' INV=17 CB# 1, TYPE 1 4'x4' RIP —RAP W/ C.I. BEEHIVE GRATE AROUND CB __ (OLYMPIC SM60 BH) OVERFLOW RIM=172.75 INV=170.64 (6"E&W) INV=170.02 (12"S) 23LF 12" 1 CL 50 @ 11.9'1% PVC.' VAU T .' ' . • ..' ', I.. FOOTING. D. .14 VAULT ACCESS _ RIM=181.87 SLOTTED TRENCH DRAIN RIM=179.60 CB# 2, TYPE 1 W/ TRAFFIC BEARING GRATE W/ VANED GRATE MIN 12" WIDE W/ 1/2" SLOTS RIM=180.05 INV=176.75; 5' ao . o g» :r , 8 5' •., � u..AJ�c rnnv / DIRECTLY TO VAULT TRIM=185.51 HDPE PRESSURE 6" PVCER LINE FOR LOT 3 0.50% MIS , DRAIN 83.71 VAULT PLAN FRAME, GRATE & SOLID LOCKING LID SCALE 1"=10' MARKED 'DRAIN' WITH LOCKED BOLTS, TYP. 80' 9" MIN COVER 4" CSTC 5'x10' GRATE ACCESS RIM=185.27 7 SECTION A -A SCALE 1"=10' HORIZ. 1 "=2' VERT. Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 - Issao_uah, WA 98027 ■ Phone: (425) 392-02SO ■ Fax: (425) 391-30SS Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 �4 CB# 3, TYPE 2-48" W/ VANED GRATE RIM=186.66 INV=180.51 (6-SE) INV=179.21 (12"S) 0 1, 21' ACCESS/UTILITY EASEMENT 0 5 10 SCALE 1 " = 10' .' o.• . 12" — 28'x97' PRIVATE DRAINAGE EASEMENT — CLEANOUT 8" I I 5' SEWER EASEMENT FOR LOT 3 PRESSURE SERVICE LINE I I SEE FOOTING DRAIN NOTE AT RIGHT S A.M E'S of WAs�J`� 6 AS -BUILT DRAWINGS ���' 5 REVISED DITCH STORM DRAIN U co .0 z z 4 TAPER FRONTAGE CURB/ MOVE SS 3 REVISED PER CITY REVIEW 38285 4 2 REVISED PER CITY REVIEW ° iszER� 1� 1 REVISED PER CITY REVIEW / ADD VAULT 'sIONAL � NO. REVISION RIM=181.87, W/GRATED LOCKING GRATE OVERFLOW RISER ELEV=178.76 0.64" DIA ORIFICE PIPE SUPPORT: 3"x.090 GAGE BOLTED OR EMBEDDED 2" IN WALL AT MAX. 3' SPACING. MIN ONE SUPPORT. INV=172.76 0 12" S.D. OUTLET PIPE EL=170.76 RESTRICTOR PLATE ----__� JEF 09/04/18 TJR HANDHOLDS OR STEPS OR LADDER -12" —SEE KCRS DWG. NO. RISER 7-011, TYP. EL=177.08 0.39" ORIFICE —M SHEAR GATE W/ CONTROL ROD —SEE KCRS DWG. NO. 2-026 172.26 0 Iz (V z_ L0.40" DIA. ORIFICE 0 I 168.6 CI 1 4' MIN. CONTROL STRUCTURE DETAIL 1"=2' VERT. BCS 11/27/17 TJ R 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 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 0 CITY OF mAN RENTON Planning/Building/Public Works Dept. 19 57LF 6" CONC. ALONG TOP OF SEE PLAN 12" PVC VENTILATION PIPE TYPICAL FOR TWO CORNERS OF VAULT M. 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 SECTION B-B SCALE 1"=10' HORIZ. 1"=2' VERT. NOTE: SEE APPROVED STRUCTURAL VAULT PLANS. THESE PLANS ARE "AS —BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF AUGUST 30, 2018. STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: DATE: CARPENTER SHORT PLAT FIEL10O7/17 LU A14 001200 U 16 004636 N/ PAGE: N/A DRAWING NO: VAULT PLAN & DETAILS 13708 SHEET: 4 OF:15 R 3 9 0 8 0 4 00 O Ol m W Q U 3 z w I 0 0 Z w w z Z w In 0 0- o_ w 0 00 0 M i LJ z w J L� CD SSMH#4 STA:3+93.14, 4.49RT RIM=206.78 INV=193.03 8" (N) L 8 212 El NM X ®m N IV g� 0 Ui 0 p I L� ° II - o NCn ° N> cn ° o 0 U� — — — — — — — w � rr1 r X 411. w o O � � I POTHOLE EX. 12" WATERLINE PRIOR TO CONSTRUCTION TO ENSURE THERE WILL BE S' MIN. HORIZONTAL CLEARANCE EX GROUND 5' MIN. / w — o U Ld 0 4 —3'MIN. TRENCH Ln 00 BOX EX 12" DI T WATERLINE r CAUTION: DO NOT UNDERMINE WATER LINE BOTTOM OF TRENCH BOX 1't ABOVE PIPE PROPOSED 8" SEWER CENTER PIPE IN TRENCH BOX SEWER TRENCH SECTION 1"=5' H 1"=5' V 215 210 205 200 195 190 185 180 175 170 165 160 155 150 �< F1_1Fq Iv > C O N m f — Q _ n n \ CO co c0 z70 n �+ o& N01'3 '3 'Me 208 • Z7 IIfT, N • I �270 O1Do > MAINTAIN .5" _MIN. y ORIZONTAL — SEPARATION BETWEEN 8" SEWER & EX 12" DI WATERLINE (POTHOLE PRIOR TO CONSTRUCTION) M 0 n SSMH#3 STA:2+68.75, 2.25RT -i RIM=197.17 INV=188.828" (S) (AINV=187.92,> 8" (N) (A L 4 + o J O C)' 03 21' ACCESS/ UTILITY EASEMENT S. W. 114 OF N. E. 114 OF SECTION 32, T. 24 N., R. 05 E., W. M. CITY OF RENTON, STATE OF WASHINGTON ",'--.—_--. �. .. 1• �_ - .. --= -, -�- •W: - = - --- ---- : .W: W ,. X, W . WEX '8" 10' . MIN. SEP.ARATION . SEWER — —LLD' VERIFY` . — —._ ;; SS .SS TO CONSTRUCTION _ — . . SD' . SD _ SD' �• ---------- J m• = MAINTAIN 5' MIN. HORIZONTAL m m n o :4 SEPARATION BETWEEN 8" SEWERClt wo & EX 12" DI WATERLINE a (POTHOLE PRIOR TO II > v STAS0+129.24, 8.09LT CONSTRUCTION) z o RIM:160.61 z > EX INV=148.23 8" (N) (TN Fri O NEW INV=148.36 8" (SW) LL I �r -a w w r I I L I N o� 0 W > > > C 1 1 1 1 145 DO ^ to co a0O O p p O O U7 141+00 (V (V 04 (V 1101 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. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax: (509) 674-7419 3+00 2+00 1+00 LINCOLN AVE H O R IZ. 1"=20" VERT. 1"= 10" �M E S of was q �l x Z 38285 o e�rst� s S10NAL 6 AS —BUILT DRAWINGS JEF 09 04 18 TJR 5 REVISED DITCH STORM DRAIN BCS [11/27/17 TJR SURVEYED--- SCALE: 1 "=20' 4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 TJR DESIGNED: TJR 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR DRAWN: 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 N 0 . REVISION BY DATE A P P R APPROVED: TJR '_15 '_10 '_05 '_00 09 NORTH 0 5 10 20 SCALE 1 " = 20' U—— cn Un cn n cn z rr1 ' NOTES: STANDARD SANITARY MANHOLE PER C.O.R. STANDARD PLAN 400.1 MANHOLE FRAME AND COVER PER C.O.R. STANDARD PLAN 401 PIPE BEDDING FOR SANITARY SEWERS PER C.O.R. STANDARD PLAN 405 STANDARD SIDE SEWER INSTALLATION PER C.O.R. STANDARD PLAN 406.1 SEWER STUBOUT NOTE SEWER CLEANOUTS BEHIND SIDEWALK SHALL BE 90 LOCATED IN 2'x2' CONCRETE PAD ADJACENT TO THE BACK OF WALK. 85 80 75 70 65 60 55 50 45 0+0040 THESE PLANS ARE "AS —BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF AUGUST 30, 2018. STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: Know what's below. BY: Date: Call before you dig. BY: Date: DATE: HORIZONTAL: VERTICAL: NAD NAVD 983/1991 t CITY OF CARPENTER SHORT PLAT 1988 FIELD1 1 K 17/ 17 RENTON LUA14-001200 U16-004636 PAGE: N/A DRAWING NO: DATUM Planning/Building/Public Works Dept. SEWER PLAN & PROFILE 13708 SHEET: OF: 5 15 SI 3 19 1 0 1 8 1 0 1 1 w Q z R- U Ld O n 3 a z z w I 0 M 3 0 / 00 Qf w w Z Z w / N Vl a w 0 co 0 M r w z Lr) 00 0 rn m 0 I— Q I 0 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 (11) 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 (3") 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. • Encompass', ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 " Issao_uah, WA 98027 ■ Phone: (425) 392-02SO ■ Fax: (425) 391-30SS Eastern Washington Division 407 Swiftwater Blvd. " Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 S j,MEs �F WAS�j 6 AS -BUILT DRAWINGS l' 5 REVISED DITCH STORM DRAIN U e z 3 4 TAPER FRONTAGE CURB/ MOVE SS 3 REVISED PER CITY REVIEW 38285 2 REVISED PER CITY REVIEW °SSis 1� 1 REVISED PER CITY REVIEW / ADD VAULT ZONAL � NO. REVISION 3 RIM=184.03 3"ADS N INV=179.23 3"ADS S INV=179.33 F!ppl 5 I I I i I One sign per !�Q feet_ (minimum of2signs) #3345700230 CB RIM=196.04 �+ 18"ADS N INV=191.29 18"ADS S INV=191.49 C) CB RIM=196.04 Z 12"ADS E INV=192.64 45700216 A-, Dripline Critical -- - - r � 10 pt. I I I I I I I 1 j6 Ft, Temporary I Chain Link Fence � I r � �y r�oors NO TRESSPASS ING PROTECTED TREES TREE PROTECTION FENCE DETAIL 0 5 10 20 SCALE 1 " = 20' LEGEND CB RIM=203.09 FIRE HYDRANT — 18" ADS S INV=198.49 18" ADS E IINV=1198.39 N WATER VALVE I71 WATER METER - TELEPHONE RISER -0- UTILITY POLE ©POWER VAULT SEWER MANHOLE CATCH BASIN GUARD POST SIGN _ 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 Know what's below. Call before you dig. TREE TRMEE TREE ME TYREE R ERLNTD4I N NO. T11 6" FIR T2 14'" FIR: T3 10' M T4 6' M T5 6' MARE T6 6' M T7 6' MAFtFWE T6 6' M T9 6' MAKE T10 16' M T11I 16' M T12 10' MARE YES T13 10' MAFLIJE YES T14 6' MARE YES T15 6' MAF11E YES T16 6' MARE T17 6' MARE T16 6' MAFUIE T19 10' MAFJ LE T20 10' MAFUiE T211 16' MARE T22 14' M T23 10' MAF11E YES T24 12' MARE YES T25 10' MAFUIE YES T26 12' MAF11£ T27 6' MAFUIE T26 40"' MAFWE T26 16' MARE YES T30 24' MAFUE YES T311 16' MAFWE YES T32 16' MAFUE YES T33 6' MARE YES T34 20"' MAFUE YES T35 16' MAfRL£ YES 35 15MiVMANTTR9IMEP EXCLUDED) 81 �RETffE €*d EtINW B€ RAINED (30%) NO REPLACEMENT TREES REQUIRED IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: JEF 09 04 18 TJR BY: BCS 11/27/17 TJR SURVEYED: SCALE: ONTD 983/1991 ,► 1988 BCS 1/17/1 „_ TJR DESIGNED: 1 20' HORIZONTAL: NAD ��R C TY 0F CARPENTER SHORT PLAT BCS 4/20/17 NEM TJR �RENTON LUA14-001200 U16-004636 BCS 3/20/17 TJR ° PAW " BCS ONE INCH DATU M BCS 2/16/171 TJR I CHECKED: TJR AT FULL SCALE Planning/Building/Public Works Dept. TREE RETENTION PLAN IF NOT ONE INCH BY DATE APPR APPROVED: TJR SCALE ACCORDINGLY Date: DATE: 10/27/17 FIELDBOOK: N/A PAGE: N/A DRAWING NO: 13708 SHEET: OF: 6 15 I,_M="I e M©■ w Q z U LLI D O n 3 z z w I 0 0 3 in z ckf w z 0 z w U) In D X a w 0 00 0 n M N 0 r w z J L, 00 O Ol M 0 W 0 LJ� z LJ� n Q U 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 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 STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL 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 (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS 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. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAYIS ALLOWED, UNLESS OTHERWISE 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 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 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 MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE AND APPROVAL PRIOR TO CONSTRUCTION. ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, 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 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 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 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 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. 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 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 RI W 4 - 8 INCH ROCK / 40 - 70% PASSING; LIN 2 - 4 INCH ROCK / 30 - 40% PASSING; AND AV30' 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 �_-- -- 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 AA _lEEI)E6- - - - - - SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY SST 4" HMA CLASS 1/2j64-22 OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR - 3" CRUSHED SUR�CING TOP COURSE INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED 3" CRUSHED SURFACING BASE COURSE STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFACE LOCATION. - - - - - - - - - - - - - - - - FIRM SUBGRAK 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 G�-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 RI W THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT ' Row 30' R/W C/L 30' R/W CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). DED. 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 5' 5' L/S 6' f 16'f PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM SIDEWALK STRIP 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; `5%- 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 SEE C.O.R. STD PLAN 103 ISSUANCE. ASPHALT 4" 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 p,MEs MIN MIN MIN MIN MIN 2" CLAS *2" TO 6" C OR CI I� 6.5' MIN. �f 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN I MIN MIN 2" CLASS 'B' CRUSHED ROCK, FLOW1-\6LL FILL 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* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ��Y p ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 LANE LINE MARKING 7'-8" STANDARD VEHICLE WHEEL PATH << 3' 4.5' 3' MIN, 7 MIN. > MIN. 2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W - 1' 1 1-- ACP CLASS* MIN. '6" CRUSHED SURFACING TOP COURSE 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. E LINE W RO 30' R/W DED. 9't 5't� GRIND & '6.5t OVERLAY '?n W 5 -6't L/S STRIP SIDEWALK EX EOP EL=201.74 I 2% I CEMENT CONCRETE SIDEWALK PER C.O.R. DETAIL 102 REGULATIONS (RMC 4-3-050). $�j 6 AS -BUILT DRAWINGS JEF 09 04 18 TJR ncompass �OF WA 4� le 5 REVISED DITCH STORM DRAIN BCS 1/27/1 TJR SURVEYED: - - - - SCALE: VERTICAL: NAVD 1988 N � z 4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 » TJR DESIGNED: 1 -20' HORIZONTAL: AD 1983/1991 ENGINEERING & SURVEYING U Z 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM TJR Western Washington Division 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR DRAWN: BCS 165 NE Juniper Street, Suite 201 " Issao_uah, WA 98027 ■ Phone: (425) 392-02SO ■ Fax: (425) 391-3055 38285 1 ONE INCH DATUM isTER� Eastern Washington Division, 1 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: TJR AT FULL SCALE 407 Swiftwater Blvd. " Cle Elum, WA 98922 ■ Phone: 509 674-7433 ■ Fax: 509 674-7419 `SIONAL NOT ONE INCH ( ) ( ) N 0 . REVISION BY DATE A P P R APPROVED: TJR C SCALE ACCORDINGLY °F r1MH ULiiJJ I / L 01F-LL 3" CRUSHED SURFACING TOP COURSE 3" CRUSHED SURFACING BASE COURSE FIRM SUBGRADE SECTION E-E STA 3+25 HORIZ. 1 `5' VERT. 1 "=5' t A CITY OF '!R "111 RENTON Planning/Building/Public Works Dept. C/� 30' R/W-----V 2:1 MAX NEW EOP 202.31 ADD 2" HIGH BY 6" WIDE ASPHALT BUMP TO EDGE OF PAVING TO CONTROL FLOWS AS NEEDED. EDGE OF PAVEMENT, - EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL LONGITUDINAL PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT STY o ADOPTED C1TY OF RENTON y STANDARD PLANS LST DATE:02/05 DWG. NAME: H032 SP PAGE: H032 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: BY: Date: Date: DATE: CARPENTER SHORT PLAT fIELDB1/N7/17 LU A14 001200 U 16 004636 N/A PAGE: DRAWING NO: NOTES & DETAILS 13708 SHEET. OF: 7 15 IRI,3191 018 0 6 00 m 0 LU - LLJ 75 Q Q z I- U n LLJ D LL 0 F (71 z z w I 0 M i 3 0 / Z w W Z U Z w N (n CIL a w O 0 n M 0 r laJ Z J L, FACE OF CURB 1 61/2' 6 V2" 1" 112" R. 1" R. 1:24 TOP OF " D 112• R• ROADWAY • D D 1\ 1' - 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 112 FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF R 1 /2" R. OADWAY DEPRESSED CURB SECTION AT SIDEWALK RAMPS 6" CEMENTCONCRETE 1l2" R. �I 1. R SIDEWALK RAMP VARIES OR LANDING FROM 6" TO 0 D , 6" I Lj�3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 1J2" / - SEE DEPRESSED CURB DETAIL THIS SHEET I TOP OF r1" 1/2"R, ROADWAY 7 • D . It m u DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 �- FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE -. 61" I 5 1/2" 1" 1/2" R. I �- TOP OF D iO ROADWAY D Q D D • , 1- 1" R. ._ I • I 6 1/4"a~ D • 1" R. D D D D • D • CEMENT CONCRETE ' TRAFFIC CURB D • • D • DD D D 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 104.2 1- STD. PLAN 101 DEPARTMENT U +, PUBLIC WORKS CEMENT CONCRETE CURBS PR 'ED Z FNzo r A' 5• MIN. VARIES (SEE NOTE 7) MY1. (SEE NOTE 5) (SEE 1407E 8) 10 LF OF PAVED DRIVEWAY REOUIREO 3'8' 1 EXPANSION JOINT(TYPJ (SEE STD. PLAN 122) �� St O W SEE NOTE 5 N w � o g m N am ICRETE RV SEE NDTE 1 CEMENTCONCRETE RAMP WITH th1 IV B CURBB GUTTER SLOPE ITYP.) (SEE NOTE 3) 38• CONTRACTION JOINT (TYP 1 (SEE STD PLAN 1021 PLAN VIEW VARIES ISEE NOTE M) 8 3% MAX SEE NOTE 81TYPI .I 6' MIN G' MIN CEMENT CONCRETE W MIN DEPRESSED CURB A GUTTER SIDEWALK O 3M' EXPANSION JOINT CrYP.I (SEE NOTE 3) SECTION A ISEE STD. PUN 1021 IDBINAIK WIDiX Ia R(TYP.1 N-S-{ 10% DIFFERENCE IN SLOPE MAX -- DRIVEWAY WI RIVE SLOPE (SLOPE SHOWN EXAGGERATEDI 1 SY, / D • C • DRIVEWAY S-NIN DRIVEWAY W: RELATIVE '/ DBE ON CEMENT CONCRE'E SIDEWALK TYPE R1 B - ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER) CEMENT CONCRETE CURB A GUTTER (SEE NOTE 3) For NOTES STD. PLAN 104.2 tic_ o STD. PLAN - 104.3 �'• PUBLIC WORKS CEMENT CONCRETE DRIVEWAY + ` DEPARTMENT ENTRANCE - TYPE RIB PPR �'FD: / 2 ATL SEE Nam - 3/B'R K 5/9"D GUMMY ,AINT BEE NOrE2 2V 0' 2'E,f7 I � 3/8 PIP E1tOLD ED JOINT FILLER [T r?) �- L - - - - CURBAND GUrEA PLAiV VIEW _ C'EMEAL:NE OF FACE OF LDS HiWAE & ORATE 1 ' 5 1FRAMEMATCH AN9 ORATE - M1GI.UgF INIJ ) 1 f2" R. ) RaAOWAY IN CUFIR AND GUTTER BID F99M ` ;SLOPE •RJP OF irr -ROADWAY _f • r I • D a A04"TMENT SECTION - Krr INCLLJI•]ED I N CI: RR AND fl UTTER BI O ITEM CATCH EAU N •- NQT DEPLUOED IN CU[Y9 AND GUTTER &OITFM r n r I r SECTION GENERAL ,AOTFS-. Y. 1. The in[Emt of this design is to facilitate the removal Of a callbcll basin with minimal disturbance y Of the curb, Th9 expansion jolnta of the adjacent sidewalk shall be adjusted to be In I line with these curb expansion Jo nts l . 1 f I � ISOV-TIii1C VIEW P J13Iy- CEMENT CONCRETE CURB SM. FLAN 101.1 i C WORKS INSTALLRTiON AT PRO 'F'D: i L' ' IJ 'i'ATTMENT CATCH BASINS ;AiE / EXISTING ASPHALT PAVEMENT SAWCUT� (SEE NOTE 2) ARTERIAL STREET MINIMU 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 2.0' MIN 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. NEW CURB & GUTTER STD. PLAN - 103 ®+ PUBLIC WORKS CURB AND GUTTER APPRO D: DEPARTMENT REPLACEMENT DETAIL y ATE ISEE CONTRACT) ROU DING 20d. 7 12-(IN)R.(TYP.) 1 5% CURB NOT INCLUDED IN BID ITEM - SED EERAISEDEDGE 31-(IN: PREMOLD�•�= SIDEWALK DETAIL - THIS SHEET JOINT FILLER ALL CUT MIN. (SEE CONTRACTI ES SLOP 12' IIN) R. rrYP.1 WITH RAISED EDGE �.0% 1 1 5,A DF URB NOT INCLUDED IN BID ITEM - OR ,+rl 318-(INI PREMOLDED 4> FINISHED GRADE I pN; BELOW JOINT FILLER - TOP OF CONCRETE SJRFACE 2'-0- SIDEWALK 1' -0' MIN. (SEE CONTRACT) ADJACENT TO CURB 1' 0' tn" OM R. (TVP.) ROU DING _ CURB NOT INCLUDED IN BID ITEM -_zD% 31'(IN) ;}• WALL OR BARRIER BRIDGE OR PEDESTRIAN PREMOLDED RAILING JOINT FILLER ADJACENT TO CURB BARRIER - SEE SIDEWALK (STEEP FI-L SLOPES) CONTRACT PLANS (BEE CONTRACT) WALL OR BARRIER tn' IN R. P. ) ) ( (TY' FLuSy I CURB NOT INCLUDED IN BID ITEM - SIDEWALK5". 1 VERTICAL WALL - VB- ON) PREMOLDED SEE DETAIL S E L JOINT FILLER (TYP.) • , � • • ► •• iLJ�J ADJACENT TO CURB AND RAILING OR WALL 31" (IN) PREMOLDEC JOINT FILLER SIDEWALK IBUFFERSTRIP (SEE CONTRACT) (SEE NOTE 10) 12" (IN) R. SIDEWALK ADJACENT TO WALL DETAIL 1 ITYP') CURB NOT INCLUDED IN BID ITEM - 1.5% MIN 8' •• • S+_+�1•-.: •• LEVEL �t 1rr 12.1NIR. -7I FINISHED GRADE t" IN 8 CONCRETE BELOW TOP OF NC SURFACE FOR PLANTING - FLUSH IF PAVED ••1 5. u •e 0° 1 1 R • ADJACENT TO BUFFER STRIP b' IM ( M DFINISH J BR00 E • �° 4' WIDE SMOOTH TROWELED PERIMETER RAISED EDGE DETAIL tZ " EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE ncompass '� of wAs�j � 6 AS -BUILT DRAWINGS ��' le 5 REVISED DITCH STORM DRAIN U ro z -t 4 TAPER FRONTAGE CURB/ MOVE SS ENGINEERING & SURVEYING 3 REVISED PER CITY REVIEW Western Washington Division 2 REVISED PER CITY REVIEW 165 NE Juniper Street, Suite 201 • Issao_uah, WA 98027 IS Phone: (425) 392-02SO IS Fax: (425) 391-30SS 38285 Eastern Washington Division, isTER� 1 1 REVISED PER CITY REVIEW / ADD VAULT 407 Swiftwater Blvd. • Cle Elum, WA 98922 IS Phone: (509) 674-7433 IS Fax: (509) 674-7419 sIONAL N0. REVISION CEMENT CONCRETE CURB ICURB AND GUTTER SHOWN) n• �' \ NOT INCLUDED IN BID ITEM For NOTES see STD PLAN 104.2. Paved surfaces must comply With / STD PLAN 102.1 as applicable. 31- 1:8' TO 1N' ONTRACTION JOINT - IN SIDEWALK ONLY r ` EXPANSION JOINT IN BOTH •'• •%!• TO P • ► •�S?• l0 CURB AND SIDEWALK ( SEE STD PLAN 101 I • R : • • . R JOINT AND FINISH PREMOLDED DETAIL JOINT FILLER EXPANSION JOINT C CONTRACTION JOINT Y I STD. PLAN 102 G r T • PUBLIC WORKS CEMENT CONCRETE APPRO4ED: 1 i � ,$ DEPARTMENT SIDEWALK FNTO I fly A F Nunn Nunn INEEM1. a ;,IFi'"Y°ZI'C��'lle ;nj>� • I;:,1t,� ai•Y I .l' Ili';*" Kc!!E 51;a:4;11NPC:YEIIIEF111EE. 1fY 7 :FE�S1K" F 1 ` .;i,,° CURSI,II GUITII'IEE11 , �„ vl .,• moils (19ilEElFE NNI:9'r1E; S11 IDEiIPIEiI:IE !?IEEE) IIJC:IIYJII;;ILJ'1'1•iIIIC, lliE I[:NEi.Y II! IJ.J4; '^v, J9113I InraR l Il'EEEiIEfi IOII:E I �llllL Irll Iii litll•fEEIIECI') '11'V!ID EE II:;Ci 1121 I911::lllr1111EE"I"RI11: IIIIllEENPIIi ;(;;+C:IIlNI iYI Ei! 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JEF 09/04/18 TJR BCS 11/27/17 TJ R 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 WALK- r is r SIDE VIEW _NEIGP5QZ4o0o DELIVERY AMO COLLF-CT1(31 SOX UNIT SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M U.S.P.O. Neighborhood Delivery and Collection Box Unit (Mailbox) Installation ADO-PTED CITY OF RENTON + STANDARD PLANS LIST DATE:1-Aug-87 DWG NAME: HR-06 SP PAGE: H026 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 LUA14-001200 U16-004636 FIELDBOOK: N /A PAGE: N/A DRAWING NO: DETAILS 13708 SHEET: Q OF: 15 R 1 3 1 9 1 0 1 8 0 7 00 [V CD CD 00 00 O O � (r M rn LU 0 � I- rn 3 0 z W 0 n Kl 3 0 z of W W z 0 z W 6 of of a 0 00 0 n i i } L, I z Z W J W w J w 3 0 CD TESTING DETAIL p ENEW D.I. WATER LINE TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLIND 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 ]@NEW 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. i�Y o �► PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN - 3ao.1 DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 n U a 11-1/4' BEND 03 CAP 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 9.4 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 3T S 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-0" 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' TRUST BLOCK BE, REA REFERS TO 4CE OF BLOCK MI IN SQUARE FEET aANOR] 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 �L PUBLIC WORKS ' �•` ' DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 CONCRETE J THRUST BLOCK 16" x B" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT 1 �6 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-MOORE/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 IFTI BACK OF SIDEWALK fCONCRETE SIDEWALK OR PLANTING STRIP 36" MIN COVER 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. FIRE 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 STD. PLAN - 310.1 + + PUBLIC WORKS FIRE HYDRANT ASSEMBLY DEPARTMENT ys, p MARCH 2O10 Lncompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issao_uah, WA 98027 ■ Phone: (425) 392-02SO ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 LANDING GRADE BREAK - SEE CONTRACT PLANS - 4' - D' MIN CEMENT CONCRETE SIDEWALK SEE NOTE:5 FLARE (TYP.) 318" EXPANSION JOINT (TYP.) -SEE STANDARD PLAN F-30.10 / GRADE BREAK % CURB. OR CURB 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 IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER UD AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE x gMw > U.1 J I IN UNIMPROVED RIGHT OF Li J f WAY INSTALL METER BOX AT >-' PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. w' ofI SIDEWALK a TOUCHREAD WATER METER TO BE CIT PIP PRIVATE PIPING o 00 SUPPLIED BY THE 12 z a 35" MIN COVER N M CITY J TYPE "K" SOFT ` 0 0 COPPER TUBING a "� 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: 21-215WCQQ33, 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: 1-8-2470-2 (3/4" FB1000-3-Q) 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. NOTE: 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. A -A )KILL 2- UTA. HULL FUK AMK tAUIUMAII(; 4ETER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID RIB MGM 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. v� 3/4" AND 1" WATER SERVICE STD. PLAN - 320.1 PUBLIC WORKS p$ 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 WIDTH (TYP.) SEE CONTRACT PLANS * 4'-)'MIN. 316" EXPANSION JOINT (TYP.) -SEE CURB RAMP STANDARD PLAN F-30.10 1 dr GRADE BREAK TRANSITION TO SIDEWALK. BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - E:: SEE CONTRACT PLAINS "NI.: CURB, OR CURB 1 - AND GUTTER 1 DETECTABLE WARNING SURFACE - SEE NOTE 4 SEE STANDARD PLAN F-45.10 FACE OF CURB DEPRESSED CURB AND GUTTER - CROSSWALK SEE NOTE 4 L 1� CONTRACTI0N JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8'- C" PROVIDE WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. 2" CLOSE NIPPLE FIELD LOCATE PLASTIC METER BOX IN PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90' ELBOW 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING 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. aoo ')o 00. . INSTAL 4 MIL POLYETHYLENE o.00 °ooa°coo 18 MAX. °- ,-. ep0 °o o eb. 2" 90' ELBOW PLASTIC COVER OVER WASHED o.Rooe�oo4 0000 o0 0 coo: GRAVEL. CUT HOLE FOR PIPE 0.0°o°:.oO000' oQo`9o' �oo 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION s� STD. PLAN - 340.1 4 PUBLIC WORKS 2" BLOW -OFF DEPARTMENT PERMANENT ASSEMBLY 2p•� MARCH 2O10 A NOTES CURB RAMP WIDTH 4' Q" MIN. 1, At marked crosswalks, the connection between the cuffs ramp and the road - LANDING E MATCH CURB RAMP I � WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y 2. Where "GRADE BREAK" is called out, the entire length of the grade break 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 ccnnects to the roadway. I SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan MIN PLANS - 4'- 0"MIN. * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH - MATCH Pedestrian Curb details. + TO CURB RAMP DEPTH I "+ nyPy 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I 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 �4 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-fact max. length. PEDESTRIAN cuRB- SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a a I 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 STANDARDPLAM F-46-10 abutting landing in the 15-foot max. measurement. i 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 arI Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. PLAN VIEW CONTRACTION J01NT EQUALLY SPACED 4' - 0" MN. OC PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-46.10 4'- 0" MIN 16 - 0" MUI}C. {TYP.) GRADE BREAK SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE SEE STANDARD PLAN F-30-ID * GRADE BREAK 5.0% MAX * TOP OF ROADNAY LANDING CURB RAMP 'a DEPRESSED CURB AND GUTTER - 1 SECTION SEE STANDARD PLAN F-10.12 { A f FMFNT rONrRFTF T'.1IPR RAMP "TVPF t r-M PIQ- f".nN[".RFTF f_I IRA DAMP 'TVPF CEMENT CONCRETE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT PEDESTRIAN CURB - SEE NOTE 4 1 $EE SITNBWARNING SUR N DARD PLAF-45.10 ACE 3" R. TYP DEPRESSED CURB AND GUTTER SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL U FA0-DUILI LJ rtFi VV IIN hJ 5 REVISED DITCH STORM DRAIN 4 TAPER FRONTAGE CURB/ MOVE SS 3 REVISED PER CITY REVIEW 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW / ADD VAULT NO. REVISION ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT JEF 09/04/18 TJR BCS 11/27/1 TJR SURVEYED: BCS 1/17/1 TJR DESIGNED: TJR BCS 4/20/17 NEM BCS 3/20/17 TJR °I" BCS BCS 2/16/17 TJR CHECKED: TJR BY DATE APPR I APPROVED: TJR LEGEND SLOPE IN EITHER DIRECTION * 1.5 OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (2% MAX.) * 7.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMwORK (8.3%MAX) * * 9 5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (10% MAX.) 4 fw 100 28680 ,og col gT8a6 �� 104VA 1, IN COMPLIANCE WITH CITY OF RENTON " STANDARDS PERPENDICULAR CURB RAMP BY: Date: STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION BY: Date: rz,;i- 1 STATE DESIGN ENGINEER - Wash Inquon Smw Dtpunnwm of TmnsponoTion BY: Date. WO BY: Date: SCALE: 1988 CARPENTER SHORT PLAT DATE: / 27 / 17 1 "=20' HORZONTALLNAD10°7983/1991 :� C TY 0 F RENTON LUA14-001200 U16-004636 PAGEBOOK:N/A ONE INCH DATU M DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. DETAILS 13708 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: 9 15 R 3 9 0 8 0 8 W 3 9 0 8 0 2 ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT 0') CV O O CXO 00 O c:) Ol m M M CL 0 Lu WE 3 v 0 z w I ao 0 M C9 3 I] / z z w w z 0 z w U) o_ w O 0 r rn a r CJ m a z J L� 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 MATH 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 SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A, .B, 'C' '0' ,E, 48' MH 48" 6" MIN. 5"MIN 24" MIN. 21 1. D. 54' MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.). 60" MH 60" 8" MIN. 1 6" MIN. 4.2" MIN. 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 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 SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE MITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTII 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 OR MUST HAVE A MINIMUM 2` DIAMETER CONCRETE RINGS POURED AT GRADE - IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PuBIIC N4RKS STANDARD SANITARY MANHOLE DEPARTMENT rY� :--EX SEWER MAIN �spox (LENGTH AS NEEDED) 6" SEWER STUDS I PROPERTY u4E � I li SEWER MAIN TEE K 5" TEE �I I 1 COUPLING {TYP.) a I �I �I �I 1 ------------------------T-- BEND A5 - REvuIRED -S]tl5ER SANITARY I SEWER MAIN „ ,.r uiiv Sl OPE � STD. PLAN - 4U0.1 SEPTEMBER 201 L FUTURE 4SIDE SEWER 2". 4" STUD MARKING POST PAINTED 6' CAP/ 014PTE VA714 THE WORD 'SEWER" STENCILED IN 3" NIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND rHE STUD AND EXTENDED TO THE TOP OF THE STUD. 6'X6'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WOR4S PRODUQT N0. 00367502 OR APPROVED EQUAL. SPECIFY 'SEWER' ON LID), (SEE STD. PLAN 403.1 FOR INSTALLATION) JM EAGLE THREADED CLEAN -OUT ADAPTER HUB do PLUG (OR APPROVED EQUAL) -a 1 FUTURE a" SIDE SEWER '-6" SEWER STUB is"Xfi"'' WYT FUTURE 6"A 4" REDUCER SEWER MAIN SIZE X 6" TEE A MTRFIED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING-STRONC-BACK' FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC -TFE' USING 'STRONG -BACK' FLEXIBLE CMPUNGS (FERNOD OR APPRQYED EQUAL). C. PVC k C900 PVC MAIN - CUT IN NEW TFE 051140 RIGID COUPLINGS OR CORE -DRILLED WITH A RDMAC SADDLE (OR APPRCVLD EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WTH A ROMAC SADDLE (OR APPROVED EgUAL] E. MANHOLE CG'INEcRuN - ALL CONNECTIONS M MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. f 3000 v CONCRETEiBLO1MORIZDNTAL 6" MIN, WR SEWER MAIN MAIN CONCRETE BLOCKING Auk OF TEE AT MAIN HFTWErN Z5' AND +5' TYPICAL SIDE SEWER NOTE:: UNLESS OTHERWISE 5HQWN DN PLAN, SIDE SEWER SHALL HAVE A MINIMUM 7.5' OVER AT PROPERrY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ETEVATIUN, VMICHEWR IS LONER. STANDARD 510E SEWER URISTD. PLAN -aas.i PU BLIC WORKS "EP= DEPARTMENT INSTALLATION a (SEWER MAIN TO PROPERTY LINE) == � Ti BOLTHOLES - 3 PLCS EQUALLY SPACED 126' APART ON 23 1/16' (586mm) ➢IA B.C. (SEE DETAIL) RE-N ToN SEWER M1➢E IN pgA COVER & FRAME PLAN VIEW _ 25' DIA. [635mn] 1' 3!4' r [25mm) C19mm] 1�11. I 8 anal 1 L 1!2' I----�H [222mr17 C64mr1] TYP COVER SECTION VIEW 26 1/2' DIA [673mn] 25 1/4' I1IA [641nn] 1/4' i6nri) DIA C27mm7 NEOPRENE GASKET 6' [151 mm] 5/8' 23 3/8' DIA CL OPEN Llfarlm] [594rgn] 27 5/16' DIA 1694mn) 34 1/8' DIA COVER BOTTOM VIEW (3) SLY SQC.(ALLEN HEAD5 one■-11 x 1.5 Ss RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' A--/ [27mm] 1!a' _[3mn1 1/[R3 GASKET GROOVE DETAIL [867mn] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" QN COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). 9TD. PLAN - 401 +. + PUHLiC WORKS MANHOLE FRAME AND COVER r1�1 DEPARTMFNT DECEhiBER 2008 PATCHED AREA SEAL WITH AA 4000 OR APPROVED • ' PLAN EQUAL AND DRY SANG AFTER PATCHING N 75 I+--T-0• OUTSIDE OM. MORTAR JOINTS) (3/6' MIN.) SEE NOTE 3 AND SPECIAL PROVISON 7-05.30 ). F1 2.-O. DEPTH OF CLASS 'B ASPHALT r0 BE W BELOW BOTTOM or THE UPPER ADJUSTMENT RING OR A MINIMUW OF 9" WHICHEVER IS GREATER, ADJUSTMENT R114G (1- MIN.) OR BRICKS. SEE NOTE 4. SECTION A -A r�[■III 1. REMOVE PAVEAIENT AND BASE MATERIALS FOR ADIE TAN CE. 3 ALL JC;NTSBETWEEN THE CONE, ADJUSTVFN7 RINGS, WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKSAND FRAME SHALL BE GROUTED FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE U51NG RISER RINGS QR CONCRETE BLOCKS PER STD PLAN 4 ADJUSTVE:NTOF THE FRAI0E TO GRADE SHALL BE 400.1. ACC CMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8' CF STAGGERED TO CREATE A RUNNING BOND OR 1t2 ROND THE CLASS'B' ASPHALT OR TG A DEPTH THAT 15 2"BELOW THE U5f_OF SHIMS IS PROHMIT90, 50TT0V OF THE UPPER ADJUSTMENT RING Will CPEVER IS GREATER OR AS APPROVED BY THE ENGINEER. Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issao_uah, WA 98027 ■ Phone: (425) 392-02SO ■ Fax: (425) 391-30SS Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 SM. FILM -- 4M.4 TYPICAL UTILITY COVER ia ADJUSTMENT FORrPAVEMENT OROVERLAY - DATE S p,MEs of WAs�J� 6 AS -BUILT DRAWINGS ���' 5 REVISED DITCH STORM DRAIN U co .0 z z 4 TAPER FRONTAGE CURB/ MOVE SS _. 3 REVISED PER CITY REVIEW vds 38285 4 2 REVISED PER CITY REVIEW ° isTER� '10NAL 1� 1 REVISED PER CITY REVIEW / ADD VAULT N0. REVISION RECESSED Not to Sccle LIFT POCKET FRAME 3/4" LETTERING 'SEWER" 2'-0" 1 DIAMETER 1 20., �SEWER © (2) BOLT SOC. (ALLEN HEAD} 5/8" - 11 X 1.5 STAINLESS o o a o STEEL REF. PART #00981177 o�0 1-3I1s' 10-1/2- 5/0- ASPHA - ..B„ 2-1/4" BOLT DETAIL I 14" 12 `�1 1 -3/4" vf 1? e. 12-1/a• CAST IRON RING AND COVER 45- (1 /S) BEND 45• (1 /5) REND \-SAND OR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8• AND 6" CLEAN -OUT 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 TIGHT A55ENEILY, 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2`0" SQUARE CONCRETE, CLASS 3004, PAD AROUND THE RING AND COVER, PUBLIC WORKS U1I DEPARTMENT STO. PLAN - 403.1 8" OR 5" CLEANOUT RHrA0YI0 FOR SANITARY SEWER MAIN R NV W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL LIMITS OF PIPE ZONE D. OF PIPE BEDDING FOR SANITARY SEWER 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 9E 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. TRFNCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. 5T6. PLAN - 405 V PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS � c dam wNrrn dAfE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: JEF 09 04 18 TJR BY: Date: BCS 11/27/17 TJ R SURVEYED: SCALE: DATE: „ > HORIZONTAL: NAD 011988 983/1991 ,► CARPENTER SHORT PLAT 10/27/ 17 BCS 1/17/1 TJR DESIGNED: 1 -20 �� CITY OF FIELDBCS 4/20/17 NEM TJR "Ill RENTON LUA14-001200 U16-004636 PAGEBOOK:N/A BCS 3 20 17 TJ R DRAWN: I V / i / / BCS DRAWING NO: BCS 2/16/17 TJR CHECKED: ONE INCH DATUM TJR AT FULL SCALE Planning/Building/Public Works Dept. DETAILS 13708 IF Na ONE INCH BY DATE AP P R APPROVED: TJR SCALE ACCORDINGLY SHEET: 1 O OF.1 5 R 3 9 0 8 0 9 S 3 9 0 8 0 2 O fV 0r-I 00 �M 00 O O 01 � M M LLJ LLJ Q Z 0 U n W D O IY n N 0 I 3 v z z w I m 0 M i 3 0 z w w z 0 z w U) (n o_ w O 0 n M 0 r I]J M z J L_ FRAME AND VANED GRATE 1A I OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION Z�o�a� rsFF 16 PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 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 �e2 NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE lC� SECTION, fibers (placed according to the Standard Specifications), or 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 a PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. #3 BAR EACH CORNER ./ #3 BAR EACH SIDE #3 BAR EACH WAY e 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 t ALTERNATIVE PRECAST BASE SECTION s PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 �N COS DEPARTMENT MARCH 2O08 1'-4A SEEN AMCH02 5OCT PATTE2lJ PER N.0• /8' X FULL DEPTI-I G5•U PEDI'-5TAL Co TEM PLATE. EXPAN510N JOINT I -II J FRONT VIEW NOTE5 1• IN3TALL.ATION OF N.D.C.-D.U. INCLUDING CONSTRUTION OF 5AC7E WILL 13E PONE 8Y Ur5. P05TAL_ 5E2VICE:. x 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 ESTABLISHED, AND UNTIL PERMISSION THEREAFTER 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 %2 BOND. 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATERTIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHAI L RF 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 8. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. PUBLIC WORKS CATCH BASIN INSTALLATION DEPARTMENT 2-7 "MAX. MIN. 5'-0"CLEAIZ WIDTH . �- - - - - -� MOUM ON PEDESTAL I ---_--I PROVIDED WffN N.D.C. B.U. UNIT. ----PLANTIIJG 5T21MG WIOTW OTC) VARIABLE x FULL DEPI;-••I EARANS110M JOINT .-WALK- SIDE VIEW MEIGN5URu0U0 DELIVERY AMO COLLEC-nM SOX UNIT U.S.P.O. Neighborhood Delivery and Collection Box Unit (Mailbox) Installation O� ADOPTED U�u CITY OF RENTON ♦USTANDARD PLANS � LST DATE:1-Aug-87 DWG NAME: HR-06 SP PAGE: H026 S A.M E'S � WA Encompass U co ENGINEERING & SURVEYING Western Washington Division 4 165 NE Juniper Street, Suite 201 ■ Issao_uah, WA 98027 ■ Phone: (425) 392-02SO ■ Fax: (425) 391-30SS 38285 kcz, Eastern Washington Division `'�, ISTEg� 1 407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 sIONAL 4 3 2 Rel STD. PLAN - 202.00 MARCH 2O08 C TO 12" EDGE (lF I SHOULDER OR TURNOUT � TYPE OF SUPPORT VARIES AT EDGE OF SHOULDER 3' - r O.C. MIN. POST TO PofT I NEWSPAPER BOX (SEE NOTE 3) b II ANTI- TWIST PLATE ti b (SEE 8L7) b (SEE NOTE B) STEEL POST WOOD POSIT OPTION OPTION TYPE 1 SUPPORT F•1J-DLJILI UrCF1VVIIVVJ REVISED DITCH STORM DRAIN TAPER FRONTAGE CURB/ MOVE SS REVISED PER CITY REVIEW REVISED PER CITY REVIEW REVISED PER CITY REVIEW / ADD VAULT REVISION a 291/4" BOLT -DOWN HOLE (TYP.) - 5/8" - 11 NC, SEE DETAIL 8 NOTE 2 O TOP SECTION 0 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, " 1 /8" 5/8" - 11 NC x 2' -{3/4" GRATE ISOMETRIC VIEW N a e 1 5/6" FRAME 3 M 2 1/2" SECTION BOLT -DOWN DETAIL DETAIL O SEE NOTE �ZY o STD. PLAN - 204.00 A ♦ PUBLIC WORKS RECTANGULAR FRAME QN�O$ DEPARTMENT MARCH 2O08 VARIES 0 To" FACE OF CURB TYPE OF SUPPORT _�B VARIES V1 RIEE BEHIND CURB MAILBOX PLACEMENT SECTIONS MAILBOX SIZE 1, IA, OR 2 (TYP.) (2 CLAMPS PER BOX) r MIN. BETWEEN MAILBOXES MAILBOX SPACING DETAIL VAPoES 0 TO 1Y BACK OF SIDEWALK to SIDEWALK BEHIND SIDEWALK NOTES: 1. An adjustable platforn may be used in lieu of the platform design shown on this plan. Adjustable platforms must fit the bracket design shown on this plan. Brackets are required for all single post installations. Field drilling may be (equired. 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. TYPE OF 3. Attach a newspaper box to a steel post with two 1 7/8" Muffler Clamps spaced SUPPORT 4" apart Field drill 7116" holes in the newspaper box to fit. Use 2 1/2" x 114" VARIES lag bolts to attach newspaper boxes to wood posts. Newspaper boxes must not extend beyond the front of the mailbox when the mailbox door is dosed. 4. Spacing of mailbox mounting holes varies among manufacturers. Attachment p ���J`r�Y7� of the mailbox to the platform may require drilling additional holes through the mailbox to fit the platform. 5. Canter the mailbox on the platform to ensure space for the mailbox door to open and to allow space for installing the fasteners. 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 *SEE IN CONTRACT IL SHEET 3) r MIN. U.S. hWL ER BOX E 3) - MULTIPLE MAILBOX - SUPPORT (SEE NOTE 2) JEF 09/04/18 TJR MAILBOX INSTALLATION TYPE 1 & TYPE 2 (PROPRIETARY DESIGN SHOWNI STANDARD PLAN H-12 TYPE 2 SUPPORT SHEET 1 OF s sHEETS ADOPTED °"■�na-""�^� "■■■ U1� O� CITY OF RENTON a STANDARD PLANS ■Vt■It ClM111D Itl1YW10"M drt lanwr •��-■ O� LAST DATE: 05109/2002 SP PAGE H027 BCS 11/27/17 TJ R SURVEYED: BCS 11/17/17 TJR DESIGNED: TJR BCS 4/20/17 NEM BCS 3/20/17 TJR DRPWN BCS BCS 2/16/17 TJR CHECKED: TJ R BY DATE APPR APPROVED: TJ R SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATU M 3 m 0 1 4 TOP 7 OR 8 EQUAL SPACES T DIRECTION OF FLOW SECTION O t/ 1 1/4" 5/8 BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES t 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. n ♦ PUBLIC WORKS RECTANGULAR STD. PLAN - 204.20 �Nzo� DEPARTMENT VANED GRATE MARCH 2O08 SLOT - SEE DETAIL AND NOTE 1 SECTION O CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: CARPENTER SHORT PLAT DATE: 10/27/17 LUA14-001200 U16-004636 FIELDBOOK:N/A PAGE: N/A DETAILS DRAWING NO: 13708 SHEET: 1 1 OF.1 `J R 3 9 0 8 1 0 S 3 9 0 8 0 2 00 m 0 LU n" 0 V) ry W ry Q U 3 z Z W I 0 M 0 oo w z Z W i u) D X CL 0 oo O M 0 r z J IN I0 0 I I I I I I I �I I NIA AIM 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 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 APPROXIMATE CUT / FILL VOLUMES CUT 800 CU. YARDS FILL 800 CU. YARDS DISTURBANCE AREA 0.6 t ACRES T.L.#3345700220 NE 38TH. PL.... L - - NE 38TH PL j � .. .... . - �. SS 93M3S . . . . . . . J „8 [� L o .3 '. . . . ........... 30 I. 0 5 10 20 INLET PROT CTION PER C.O.R. STANDARD PLAN 216.20, TYP. SCALE 1 " = 2 0' I I. . . . ;..� .. . .. ... F. I CB RIM-184.03 18"ADS N INV=179.23 18"ADS S INV=179.33 SILT FENCE PER C.O.R. Ir STANDARD PLAN II I 214.00, TYP. 90 EX. WATER ? METER G a I I JIANUAKU FLANLlb.LU, IYF. 7 - - - T.L.#3345700230 .56 AL 7771 �' O4 P _ .;. . . . . . . .I. CB RIM=196.04 ---- I-- 18"ADS N INV-191.29 . .SD . 18"ADS S INV=191.49 :�. .o . ;r7 SILT FENCE PER C.O.R. STAND D 0) ' ' ' CB RIM=196.04 PLAN 214.00 Q TA IN 12"ADS E INV=192.64 �- AREA � z ........: a° ... I------------- o .1.. n 0 . 4 ............ •....:.......: ..: CLEARING LIMITS, TYP. . I BEES TO BE RETAINED I ' i Q e o a STABILIZED CONSTRUCTION I ENTRANCE PER C.O.R. STANDARD / PLAN 215.10 i I T.L.#3345700235 to I. I T.L.#3345700216 INLET PROTECTION PER C.O.R. STANDARD PLAN 216.20, TYP. w • . � I CB RIM-- 203.09 18" ADS S INV-198.49 TREES TO BE RETAINED `'' ------ - - 18" ADS ®IINV-1198.39 z I 12" ADS E=203.13 . . . . . . . . . . . TREES TO BE RETAINED. CONSTRUCT TREE PROTECTION FENCE a j AROUND RETAINED TREES, TYP. o -- L . . S88034'07"E 148.00' 88°3 '07" . . . . . . ._ �. �F WA S� 9 Ux z 38285v� o�sS OIJA,�� 4 3 2 7 N88 °34 '07 "W I 30.00'------------ -------- ------ �12" ADS End . . IE=205.99 w z • LL.I > I Q o I v �o I . . a 12" ADSI E = 210.1 . T.L.#3345700215 d ° J/04 AS -BUILT DRAWINGS JEF 1$ TJ I REVISED DITCH STORM DRAIN BCS 11/27/17 TJR SURVEYED: - - - - d SCALE: VERTICAL: NAVD 1988 TAPER FRONTAGE CURB/ MOVE SS REVISED PER CITY REVIEW REVISED PER CITY REVIEW REVISED PER CITY REVIEW / ADD VAULT REVISION BCS 11/17/17 TJR DESIGNED: TJR BCS 4/20/17 NEM BCS 3/20/17 TJR DAWN: BCS BCS 2/16/17 TJR CHECKED: TJR BY DATE AP P R APPROVED: TJR 1 "=20' HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 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 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: 43 Know what's beIow. Call before you dig. CARPENTER SHORT PLAT LUA14-001200 U16-004636 TESC PLAN Date: Date: Date: yam="Ire DATE: 10/27/17 FIELDBOOK: N /A PAGE: N/A DRAWING NO: 13708 SHEET: 12 OF: 1 I 1 Ld 75 Q z U Ld D O n 3 v U Z W I 0 M C� 3 0 z W W z z W 0 In CL a W O 0 In M a r w a z J L, (V r'1 00 m ("11 LU l— LL W z LL1J Imo/ LL Q U JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR FOLIIVALFNT TO ATTACH FABRIC TO POSTS- 6' MAX. u � POST SPACING MAY BE INCREASED TO B' IF WIRE BACKING IS USED 2'XY BY 14 Go. 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 i N 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. 30-100SIEVESIZE(0.60-0.15MM) FORSILTFILM AOS(ASTM D4751) 50-100 SIEVE SIZE (0.30-0.15MM) FOROTHER FABRICS WATER PERMITTIVITY (ASTM D491) 0.02SEC^-1 MINIMUM GRAB TENSILE STRENCHT (ASTM D4632) 1S0 BS. MIN. FOR EXTRA STRENGH FABRIC 100 -BS. MIN. FOR STANDARD STRENGHT FABRIC GRABTENSILE ELONGATION (ASTM D4632) 30'A MAX. ULTRAVIOLATE RESISTANCE(ASTM D43SS) 70%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 SEDIMENTTRAP 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. 8tZY o °�► PUBLIC WORKS SILT FENCE STD. PLAN — 214.00 DEPARTMENT �C+N,tp MARCH 2O08 Dripii Cie -41 I I I I I I I I I 1 6 Ft,Tempoiary I Chain Link Fence Critical -- - r Root Zone RDeI r': �t NO l One sign per 50feet "� �?� ,,�„„ TRESSPASSING (minimurn 0f 2 signs) PROTECTED a �x TREES TREE PROTECTION FENCE DETAIL �`S�1NGaQp9 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4'-8' QUARRY SPALLS DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TOAVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD it MIN. IHIGKNFZb T \/ �� PROVIDE FULL WIDTH OF NOTES \ll `\ INGRESSIEGRESS 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. G RA B TEN SI LE STRE BNGTH(ASTM D47S 1) 200 PSI MIN. GRA B TEN SI LE ELO N GATION ASTM D4632 30%MAX. MULLEN BU RST STR E NGTH (ASTM D3786-80A) 400 PSI MIN. AOS (ASTM D47S1) 20-4S (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 ANYTIME 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 INSTALLED TO CONTROL TRAFFIC. � �► �PUBLIC WORKS STABILIZED STD. PLAN — 215.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 STANDARD STRENGTH GRATE FILTER FABRIC CATCH BASIN 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A 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. 8ZY � + �► PUBLIC WORKS FILTER FABRIC PROTECTION STD. PLAN — 2113.20 DEPARTMENT Nip MARCH 2O08 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: SNMEs 0 WASI,J� 6 AS —BUILT DRAWINGS JEF 09 04 18 TJR BY: Date: nco mp as s �`�� 5 REVISED DITCH STORM DRAIN BCS 1/27/1 TJR SURVEYED: SCALE: DATE: EI� ti� 0 HORIZONTAL: NAD D11988 983/1991 ,► CARPENTER SHORT PLAT 10/27/ 17 co z 4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 TJR DESIGNED: 1 —20 t CITY 0 F ENGINEERING & SURVEYING U Z TJR FIELDBOOK: N A 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM R E N TO N LU A14- 001200 U 16- 004636 PAGE: N/A Western Washington Division 2 REVISED PER CITY REVIEW BCS 3 20 17 TJR DRAWN: 165 NE Juniper Street, Suite 201 - Issao_uah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 0 / / BCS DATUM DRAWING N0: 38285 ONE INCH Eastern Washington Division isTEg� 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: AT FULL SCALE Planning/Building/Public Works De t TESC DETAILS 407 Swiftwater Blvd. - Cle Elum, WA 98922 ■ Phone: 509) 674-7433 ■ Fax: (509) 674-7419 S0NAL � TJR IF NOT ONE INCH P 13708 ( N 0 . REVISION BY DATE A P P R APPROVED: TJR IF ACCORDINGLY SHEET. 13 OF: 1 5 R 3 9 0 8 1 2