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Exhibit 7 - Monterey Meadows Approved Civil Construction Plans
w Q z U W O Of w z W I M_ C7 3 0 Z m W W z z Uj0 I 2 a a M M w z w J 0 Q W CONTRACTOR RESPONSIBILITY: MONTEREY MEADOWS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE PARCEL # AREA (SF) AREA (Ac) 1 CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF SITE INFORMATION 2 SUIT 114 OF NE 114 OF SECTION 32, T. 24 N., R. 05 E•, W.M. CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE 5,212 D.12 4 6,177 LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER PROPERTY OWNER T.D. HOLDINGS, LLC CITY OF RENTON,�STATE OF W SHINOTON AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 0.12 15 LAKE BELLEVUE DRIVE, SUITE 102 5,175 D.12 THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5,216 BELLEVUE, WA 98DD5 9 ` 0.19 Tract Table PARCEL # AREA (SF) AREA (Ac) TRACT A 8,428 D.19 TRACT B 14,213 DISCREPANCIES: ENGINEER/SURVEYOR CHAD ALLEN/SHUPE HOLMBERG ' 23 LA -3 DETAILS 24 ENCOMPASS ENGINEERING & SURVEYING SUITE 201 25 ILLUMINATION DETAILS IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH SS N.E. JUNIPER STREET, I SSAQUAH, WA 98027 `! WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE WITH THE WORK. THE CONTRACTOR SHALL BE (425) 392-0250 ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING t RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, DNSM (ERMITIGATION MEASURE G) - - SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. TOTAL PROPOSED LOTS 9 � TAX PARCEL NO. 334570-D182 & 33457D-0181 , EXISTING UTILITY NOTE ZONING PARCEL AREA R-8 89,819 SQ. FT. 1. THE APPLICANT SHALL BE REQUIRED TO COMPLY WITH f THE RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL ' EXISTING SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD 2.06 ACRES EVALUATION, EARTH SOLUTIDNS NW LLC, DATED SEPTEMBER f \ ALL LOCATIONS OF UTILITIES SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED CRITICAL AREAS BUFFER 5,D87 SQ. FT. 9,126 SQ. FT. 18, 2D14 AND ADDENDUM TO THE GEOTECHNICAL EVALUATION,f BY EARTH SOLUTIONS NW LLC DATED MARCH 2, \ APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF CRITICAL AREAS PREPARED 2D15 FOR THE DURATION OF CLEARING, GRADING, SITE AND/ THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY PUBLIC STREET DEDICATION 15148 SQ. FT. (0.35 ACRE) BUILDING CONSTRUCTION. AND TO FURTHER DISCOVER AND AVOID BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 25' PUBLIC STORM /� SEWER EASEMENT REC. NO. 20151130001069 • �Y' '•Yet.'• 15' MIN -- IM I I�'I I I PUBLIC STORMWATER VAULT MAINTENANCE I N EASEMENT OVER Ll TRACT A FF -1 44. TRAC :A x,428 -► > fFj 15' GRAVEL ACCESS ROAD-� 15' PUBLIC Parcel Table PARCEL # AREA (SF) AREA (Ac) 1 6,261 0.14 2 5,213 0.12 3 5,212 D.12 4 6,177 0.14 5 5,4DO 0.12 6 5,175 0.12 7 5,175 D.12 8 5,216 0.12 9 8,2D1 0.19 Tract Table PARCEL # AREA (SF) AREA (Ac) TRACT A 8,428 D.19 TRACT B 14,213 D.33 Sheet List Table SHEET SHEET DESCRIPTION NUMBER 1 COVER SHEET 2 EXISTING CONDITIONS 3 HORIZONTAL CONTROL PLAN 4 COMPOSITE UTILITY PLAN 5 ROADWAY, GRADING AND DRAINAGE PLAN 6 GRADING DETAILS 7 DRAINAGE PROFILE 8 DRAINAGE PROFILE 9 STORMWATER VAULT PLAN & DETAILS 10 SEWER PLAN / PROFILE 11 SEWER PROFILES 12 NOTES AND DETAILS 13 DETAILS 14 DETAILS 15 DETAILS 16 DETAILS 17 DETAILS 18 TESC PLAN 19 TESC DETAILS 2D TESC DETAILS 21 LA -1 LANDSCAPE PLAN 22 LA -2 LANDSCAPE PLAN 23 LA -3 DETAILS 24 ILLUMINATION PLAN 25 ILLUMINATION DETAILS 26 I LLU MI NA1 SEWER EASEMENTS 10' PRIVATE _ DRAINAGE EASEMENT i" t � 1 J„ S88°13 -A3 -"E 288. _( • \ LEGAL DESCRIPTION , 60.OD'- 50.OD'----"'� D0. LOTS A AND B OF CITY OF RENTON LOT LINE ADJUSTMENT 39.02 ; -.\ - LUA-D3-D45-LLA AS RECORDED UNDER RECORDING NUMBER �.. .\ 2DD31 DD29DDD08, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM a - NAVD 88 �10 PRNATE --- i I O`�i DRAINAGE \ IUN UtIAILJ APPROXIMATE CUT/ FILL VOLUMES CUT 6,ODO CU. YARDS FILL 6,ODO CU. YARDS .-a EASEMENT HORIZONTAL DATUM NoI I I I \ , NAD 1983/19911991 oPUBLIC EASEMENT � 1 ND.5 ROW DILATION \ VERTICAL / HORIZONTAL CONTROL w _ \ N / o I I 10'LANDSCAPE o 00 r CITY OF RENTON CONTROL NO. 1835 EASEMENT s 0 n V� ® I I <. FOUND A 3/8 BRONZE PLUG WITH A PUNCH MARK ON A xt z o, O I w I \ CONCRETE POST MONUMENT DOWN 1.0 IN A MONUMENTED CASE t 6177 SF Nrn O I w I res a, 5212 SF • oo N 5213 SF rn,' \ APPROX. 1.7 SOUTHERLY AND 13.0 WESTERLY OF THE I N22 56 06"W 3.46 c 00 \ I . CONSTRUCTED INTERSECTION OF S.E. 88TH STREET AND 116TH r, . I . •..:....; ., ; z �••- v I r� ,_, .•,. c...'. S.E. ..:•:::.• � r� ... � AVENUE z =n,• NORTHING: 194D23.8455 FASTING: 1306288.6012 s R=25.00 L=2.69 I I - ....,... ELEVATION 326.652 R=25.00',L=25.79' I \\ :'•... ,.. 0=6'09'28' - ' • 0=59'05'56" \i CITY OF RENTON SURVEY CONTROL NO. 1893 . ,. ,... `...... FOUND A 3-1/2" - 1 2n FLAT BRASS DISC WITH A PUNCH MARK ON I r,:. w. CDNCREfE POST MONUMENT CASE AT THE CONSTRUCTED STA 12+64.69 I I I ) 1O PRIVATE b, ...,..,. INTFRSFMION OF S_F. ADTH STRFFT At 116TH AVENUE S.F_ VICINITY MAP N.T.S. DECISION OF THE HEARING EXAMINER: THE PROPOSED 9 -LOT PRELIMINARY PLAT AS DEPICTED IN EX. 4 MEETS ALL APPLICABLE CRITERIA ADDRESSED IN THIS DECISION AND IS APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURE ISSUED AS PART OF THE DETERMINATION OF NONSIGNIFICANCE -MITIGATED, REVIEW BY THE ENVIRONMENTAL REVIEW COMMITTEE (ERC) ON SEPTEMBER 21, 2D15 (EXHIBITS 1 & 23). 2. THE APPLICANT SHALL .OBTAIN A DEMOLITION PERMIT(S) AND COMPLETE ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIDENCES AND ACCESSORY STRUCTURES LOCATED ON THE SUBJECT SITE PRIOR TO FINAL PLAT RECORDING. 3. THE COMMON BOUNDARY BETWEEN A NATIVE GROWTH PROTECTION TRACT AND THE ABUTTING LAND MUST BE PERMANENTLY IDENTIFIED. THIS IDENTIFICATION SHALL INCLUDE PERMANENT WOOD SPLIT RAIL FENCE AND WOOD OR METAL SIGNS ON TREATED DR METAL POSTS. SIGN LOCATIONS AND SIZE SPECIFICATIONS ALONG WITH FENCE ELEVATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PRDJECT MANAGER AND INSTALLED PRIOR TD SHORT PLAT RECORDING. 4. THE FOLLOWING NOTE SHALL APPEAR ON THE FACE OF THE SHORT PLAT AND SHALL ALSO BE RECORDED AS A COVENANT RUNNING WITH THE LAND ON THE TITLE OF RECORD FOR ALL AFFECTED LOTS ON THE TITLE: "MAINTENANCE RESPONSIBILITY: ALL OWNERS OF LOTS CREATED BY OR BENEFITING FROM THIS CITY ACTION ABUTTING OR INCLUDING A NATIVE GROWTH PROTECTION TRACT ARE RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF THE TRACT. MAINTENANCE INCLUDES ENSURING THAT NO ALTERATIONS OCCUR WITHIN THE TRACT AND THAT ALL VEGETATION REMAINS UNDISTURBED UNLESS THE EXPRESS WRITTEN AUTHORIZATION OF THE CITY HAS BEEN RECEIVED." 5. A FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. THE FINAL DETAILED LANDSCAPE PLAN SHALL COMPLY WITH THE REQUIREMENTS OF RMC 4-8-12D AND SHALL INCLUDE A 10 FOOT ON-SITE LANDSCAPE STRIP ALONG THE FRONTAGE OF ALL LOTS. 6. THE VEHICLE ACCESS POINT TO LOT 5 SHALL BE THROUGH THE HAMMERHEAD RATHER THAN A SEPARATE DRIVEWAY CURB CUT AND THE APPLICANT SHALL UPDATE ALL FUTURE PLAN SETS FOR CONSTRUCTION AND BUILDING PERMITS WITH THIS REQUIREMENT, 7. A STREET LIGHTING PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CITY'S PLAN REVIEWER PRIOR TD CONSTRUCTION PERMIT ISSUANCE. 8. THE APPLICANT SHALL SUBMIT A STREET MODIFICATION REQUEST TD THE CITY TO INSTALL A 5 -FOOT WIDE SIDEWALK ALONG MONTEREY PI NE INSTEAD OF THE REQUIRED 8 -FOOT WIDE SIDEWALK. THE STREET MODIFICATION SHALL BE REVIEWED AND APPROVED PRIOR TO CONSTRUCTION PERMIT APPLICATION OR AN 8 FDOT WIDE SIDEWALK SHALL BE PROVIDED. 9. THE STORM WATER POND WALL IN TRACT A SHALL BE SCREENED WITH LANDSCAPING, MEETING THE MINIMUM STANDARDS OF RMC 4-4-D7DH.3 "FULLY SIGHT -OBSCURING LANDSCAPED VISUAL BUFFER." 10. THE APPLICANT SHALL CREATE A HOME OWNERS ASSOCIATION ("HOA") THAT MAINTAINS ALL LANDSCAPING IMPROVEMENTS IN TRACT "A", ALL MAINTENANCE AND REPAIRS OF THE SPLIT RAIL FENCE AND SIGNAGE ABOUT THE WETLAND, AND ANY AND ALL OTHER COMMON IMPROVEMENTS. A DRAFT OF THE HOA DOCUMENTS SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF RENTON PROJECT MANAGER AND THE CITY ATTORNEY PRIOR TO FINAL PLAT RECORDING. SUCH DOCUMENT SHALL BE RECORDED CONCURRENTLY WITH THE FINAL PLAT. 11. ALL ROAD NAMES SHALL BE APPROVED BY THE CITY. 12. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TD THE CITY AND DESIGNED IN ACCORDANCE WITH CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. 13. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE RENTON DEPARTMENT OF COMMUNITY AND ECONDMIC DEVELOPMENT ("DEPARTMENT"). SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT. 14. ANY CABLE W CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWNER. THE SUBDIVIDER SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY ALL PROVIDE MAPS AND SPECIFICATIONS TO THE SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 15. CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND EVERY CONTROLLING CORNER OF THE SUBDIVISION. INTERIOR MONUMENTS SHALL BE LOCATED AS DETERMINED BY THE DEPARTMENT. ALL SURVEYS SHALL BE PER THE CITY OF RENTON SURVEYING STANDARDS. ALL OTHER LOT CORNERS SHALL BE MARKED PER THE CITY SURVEYING STANDARDS. THE SUBDIVIDER SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION. DATED THIS 29TH DAY OF OCTOBER, 2D15. PHIL A OLBRECHTS CITY OF RENTON HEARING EXAMINER - ore Call before you dig. g m Know what's a -- PREPARED BY EncomDass ENGINEERING & SURVEYING COO#* Western Washington Division 165 NE Juniper Street, Suite 201 • issao_uah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street • Cle Elum, WA 98922 • Phone: (509) 674-7433 . Fax: (509) 674-7419 6161 SIV 3 MYLAR SUBMITTAL BCS 8/16 BCS 2 REVISED PER CITY REVIEW BCS 7/16 BCS 1 REVISED PER CITY REVIEW BCS 6/16 BCS NO. REVISION BY DATE APPR SURVEYED_ - -- DESIGNED: TJ R DRAWN: BCS CHECKED: R APPROVED: TJ R SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: c9.. Date: $ jsim BY: Date: B 6 to/6_ Date: Date: DATE: HORIZONTAL: NAD D1 1988 9 3/1991 ;; ,� CITY O F MONTEREY MEADOWS PLA T 7-13-16 U 16-001683 P G1D800K' N/A RENTON N/A DRAWING NO: DATUM Planning/Building/Public Works Dept. COVER SHEET 136901 3767-3815 MONTEREY PL NE SHEET: 1 OF. 26 1 R 4 0 75 rK 0 75 MONTEREY MEADOIWS SW 114 OF NE 114 OF SECTION 32, T. 24 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON - - ------ LEGAL DESCRIPTION z v. LOTS A AND B OF CITY OF RENTON LOT LINE ADJUSTMENT 0 5 10 20 LUA-03-045-LLA AS RECORDED UNDER RECORDING NUMBER 20031002900008, RECORDS OF KING COUNTY, WASHINGTON. SCALE 1 20' VERTICAL DATUM NAVD 88 288.67' X HORIZONTAL DATUM NAD 1983/1991 A VERTICAL / HORIZONTAL CONTROL Ah. INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. Encompass �, COOA* Western Washington Division 165 NE Juniper Street, Suite 201 - Issao_uah, WA 98027 - Phone: (425) 392-0250 - Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street - Cie Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 4qjl6 R-390 102 SURVEYED: SCAM — — — — VERTICAL N0,VD 1988 DESIGNED: 1 $1=201 HORIZONTAL NAD 198311991 414 CITY OF 3 MYLAR SUBMITTAL BCS 8/16 BCS TJR DRAWN: RENTON 2 REVISED PER CITY REVIEW BCS 7/16 BCS BCS I ONE INCH DATUM 1 REVISED PER CITY REVIEW BCS 6/16 BCS CHECKED: AT FULL SOME Planning/Building/Public Works Dept. TJR NO. REVISION BY DATE APPR IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY TJR - E —, I , ," 1 R 7 F— LEG"D Know what's below. Call before you dig. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: � Date: SM Ire 10 I 0-yi I 0-yi MONTEREY MEADOWS PLAT U16-001683 EXISTING CONDITIONS 3767-3815 MONTEREY PL NE C 00 9 -Z 141/02 Date: Date: Date: DATE. 7-13-16 FIELDBOOK: N/ /A PAGE. N/A DRAWING NO: 136901 SHEET. 2 OF: 26 w I 0 0 z W W w 0 0 I 0. 0 M t2 z 5 W z 0 CJ n AREA (SF) W 1 165 N.E. JUNIPER STREET, SUITE 201 O V� 25' PUBLIC STORM / S (425) 392-0250 TOTAL PROPOSED LOTS EASEMENT REC. TAX PARCEL NO. 0 NO. 20151130001069 R-8 PARCEL AREA 89,819 SQ. FT. 0.12 2.06 ACRES CRITICAL AREAS 5,087 SQ. FT. CRITICAL AREAS BUFFER 9,126 SQ. FT. PUBLIC STREET DEDICATION 15148 SQ. FT. (0.35 ACRE) 5,216 0.12 9 8,201 0.19 w PARCEL # AREA (SF) AREA (Ac) TRACT A 8,428 0.19 TRACT B 14,213 I- 0 I M a; I� PUBLIC STORMWATER VAULT MAINTENANCE j N EASEMENT OVER TRACT A I SITE INFORMATION PROPERTY OWNER T.D. HOLDINGS, LLC 15 LAKE BELLEVUE DRIVE, SUITE 102 BELLEVUE, WA 98005 ENGINEER/SURVEYOR CHAD ALLEN/SHUPE HOLMBERG AREA (SF) ENCOMPASS ENGINEERING & SURVEYING 1 165 N.E. JUNIPER STREET, SUITE 201 0.14 ISSAQUAH, WA 98027 5,213 (425) 392-0250 TOTAL PROPOSED LOTS 9 TAX PARCEL NO. 334570-0182 & 334570-0181 ZONING R-8 PARCEL AREA 89,819 SQ. FT. 0.12 2.06 ACRES CRITICAL AREAS 5,087 SQ. FT. CRITICAL AREAS BUFFER 9,126 SQ. FT. PUBLIC STREET DEDICATION 15148 SQ. FT. (0.35 ACRE) --__-------_-__-- LOT SETBACKS FRONT/STREET = 15' EWER SIDE = 5' REAR = 20' Parcel Table PARCEL # AREA (SF) AREA (Ac) 1 6,261 0.14 2 5,213 0.12 3 5,212 0.12 4 6,177 0.14 5 5,400 0.12 6 5,175 0.12 7 5,175 0.12 8 5,216 0.12 9 8,201 0.19 Tract Table PARCEL # AREA (SF) AREA (Ac) TRACT A 8,428 0.19 TRACT B 14,213 0.33 MONTEREYMEADOWS N. 1/4 CORNER SEC. - N.E. 43RD PLACE 32-24-05 •' - N88'46'54"W 1959.72' - �. SW 1/4 OF NE 1/4 OF SECTION 32, T. 24 N., R. 05 E., W.M. CITY OF RENTON CONTROL 1834 3/8 BRONZE PLUG 7LZU WITH PUNCH MARK NE CORNER SEC. 32-24-05 CITY OF RENTON, STATE OF WASHINGTON ON CONC POST MON CITY OF RENTON SURVEY ` (VISITED 4/2015) LU CONTROL NO. 1893 _ FOUND A 3-1/2" FLAT \j o BRASS DISC WITH A PUNCH Z I \ \ \ UJ' M MARK ON CONCRETE POST \ ; MONUMENT CASE AT THE H �' QI CONSTRUCTED INTERSECTION OF S.E. 80TH STREET & I Z \ 116TH AVENUE S.E. \ 0 co Z NORTHING: 196688.9058 \ Z LJ.) ,� EASTING: 1306360.5925 z Oz .I 0 5 10 20 �� � �� - - SCALE 1 " - 20' --� S88'13'o3"E LVI \ i 159.40 ITE >1 ci 1° CqI \ n \ � o E. 1/4 CORNER SEC. 32-24-05 1 � \ I r I Z CITY OF RENTON CONTROL NO. 1835 W to \ FOUND A 3/8" BRONZE PLUG WITH A PUNCH 15' PUBLIC \ \ MARK ON A CONCRETE POST MONUMENT DOWN 1.0' IN A MONUMENTED CASE APPROX. SEWER EASEMENT 10' PRIVATE 588'51 09 E_1965.39 DRAINAGE EASEMENT \ - � .�- - � " 1.7' SOUTHERLY AND 13.0' WESTERLY OF THE CONSTRUCTED INTERSECTION OF S.E. 88TH STA 3+77.8 \ .E. 3C STREET AND 116TH AVENUE S.E. 8909, - - - - S88°13'03"E 288.67' END CURB & GU :R A. NORTHING: 194023.8455 MATCH EX PAVING \ STA 3+95.5 CENTER OF SEC. 32-24-05 REFERENCE EASTING: 1306288.6012 60.00' - --- -- - �00' - - - - - - .\ END SIDEWALK CALC POSITION ACCORDING TO 50.00 3902 A SURVEY MADE BY CITY OF RENTON -�` _A SUMMIT SURVEYING ON OCT. 2000 LOT LINE ADJUSTMENT LUA-03-045-LLA A � RECORDING NO. 20010618900007 REC. NO. 20031002900008 _ SURVEY CONTROL 1 PRIVATE 15' \ O DRAINAGE ?' EASEMENTI I \ � \ I I \ PUBLIC SEWER EASEMENT I I I I I d 0.5' ROW D€DILATION-13 Li I I ry I I N I aD \ \ �'' CONS RUCT 4" WHITE '• }`�'. N d "'LAND2 PAINTE\ EDGE STRIPE, TYP. TRAC Pi' °D I o I 10 SCAPE a ;•\ 8,428 'r I ® I W I 3 I EASEMENT 6177 SF N 0 I 2 I W I is a \ , IN22'56'06"W 3.46' 5212 SF 5213 SF N ;.:\ \ CONSTRUCT 10 x16 I Z I I I I00 \ a \ THER OPLASTIC STOP BAR R=25.00',L=2.69' I I I I \ \ \ R=25.00,L=25.79' I I \ ;.: A=6'09'28" I I O \ A=59'05'56" \ \ 15' GRAVEL7 I I I I 6261 SF ;\ ST "ROAD A" 10+00.00= ACCESS ROAD,`. h. STA 12+64.69 I I n' PRI\inT� I 1 7% .'.'.'\ TSTA MONTEREY PLACE" 5+00.00 SURVEYED: SCALE:VERTICA DESIGNED---- 1 f#_20' HORIZONTALL NAVO 1988 Encompass CITY OF L�"Fe NAD 983/1991 : 3 MYLAR SUBMITTAL BCS 8/16 BCS TJR RENTON Western Washington Division 2 REVISED PER CITY REVIEW BCS 7/16 BCS °�'W"` BCS 165 NE Juniper Street, Suite 201 " IssaQuah, WA 98027 • Phone: (425) 392-0250 " Fax: (425) 391-3055 1 REVISED PER CITY REVIEW BCS 6/16 BCS CHECKED: ONE NE INCHH DATUM Eastern Washington Division TJR AT FULL SCA1� d Planning/Building f Public Works Dept. IF NOT ONE INCH 108 East 2nd Street "Cie Elu1n, WA 98922 " Phone: (509) 674-7433 " Fax: (509) 674-7419 NO. REVISION BY DATE APPR APPROVED' SCALE ACCORDINGLY TJR 1 "=600' LEGAL DESCRIPTION LOTS A AND B OF CITY OF RENTON LOT LINE ADJUSTMENT LUA-03-045-LLA AS RECORDED UNDER RECORDING NUMBER 20031002900008, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM NAVD 88 HORIZONTAL DATUM NAD 1983/1991 VERTICAL / HORIZONTAL CONTROL CITY OF RENTON CONTROL NO. 1835 FOUND A 3/8" BRONZE PLUG WITH A PUNCH MARK ON A CONCRETE POST MONUMENT DOWN 1.0' IN A MONUMENTED CASE APPROX. 1.7' SOUTHERLY AND 13.0' WESTERLY OF THE CONSTRUCTED INTERSECTION OF S.E. 88TH STREET AND 116TH AVENUE S.E. NORTHING: 194023.8455 EASTING: 1306288.6012 ELEVATION =32 6.652' CITY OF RENTON SURVEY CONTROL NO. 1893 FOUND A 3-1/2" FLAT BRASS DISC WITH A PUNCH MARK ON CONCRETE POST MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF S.E. 80TH STREET & 116TH AVENUE S.E. NORTHING: 196688.9058 EASTING: 1306360.5925 ELEVATION =321.275' INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. I l IT BY. ate. DATE: MONTEREY MEADOWS PLAT 7-13-16 U1 6-001683 FIELD80OK: N/A PAGE: N/A DRAWING NO: HORIZONTAL CONTROL PLAN 136901 3767-3815 MONTEREY PL NE SHEET: 3 OF. 26 Know what's below. 0111 before you dig. IN COMPLIANCE WITH CITY OF RENTON k� \ro STANDARDS BY: ��- �- Date: BY: Date: - BY: Date: D ' BY. ate. DATE: MONTEREY MEADOWS PLAT 7-13-16 U1 6-001683 FIELD80OK: N/A PAGE: N/A DRAWING NO: HORIZONTAL CONTROL PLAN 136901 3767-3815 MONTEREY PL NE SHEET: 3 OF. 26 W Q Z H U W 3 O n O�--- ---___ _._.... ____ _- � � 1 © i ■ • �j fZ! -o---1 Y ) s—s—s— LEGEND CATCH BASIN TYPE 1/ TYPE 2 YARD DRAIN / CLEANOUT PERFORATED PIPE CONNECTION WATER METER FIRE HYDRANT STREETLIGHT SPLIT RAIL FENCE GUARD RAIL _ I ESTIMATED OFF-SITE WETLAND BOUNDARY ti 1 - - EXTRA SENSITIVE AREA SIGNS MANHOLE, TYP 0 ENQ OF TURNAROUND, _ SEE DETAIL t 1EET =20 .............. Ll1 ( , o� CONSTRUCT (7) --R7 NO O J PARKING ANY TIME" SIGNS, TYP. O 0 45 LF GUARDRAIL PER WSDOT STANDARDS. SEE � DETAIL SHEET 14. _ w v.. - . - ��P�� - TR CTB - , 14, 3 SF EXTRA SENSI IVE AREA SIGNS166 ( ® END OF TU NAROUND, SEE SHEET - , , -u�., (5,087 S.F. CATEGORY 2) - (WETLAND) SPLIT RAIL FENCE W/ - SENSITIVE .AREA SIGNS SPACED 50 MIN. SEE ' ( - - - DETAIL SHEET, 20) ( - ..........:.. .'.`:. c. _ • ' G .. TYPE 1 CB, TYP. C. 0. �. .. ... ... .... = - ` PAD ELEV. �5 56 153.0.\, 54 SF - g __ ,�r� - �6� - _ 5 :&b .. .. •. _ _ � - 'ELEV. -� 153.r. __ 5175 SF _ - EWER a e vC. ...:..... '.'... .Xi : 'v __ .v <' . a •a i-� ---- --"" PAD ELEV. 163.0 ® 5216 SF � >♦'. a- • v a' Q � a a � z. PUBLIC SEW ER EASEMENT Q, CONSTRUCT R1-1 PAD ELEV. STOP SIGN 165.0 N- X66 v 0.5' ROW DE ICA IO � 10' LANDSCAPE O9 EASEMENT - 82 - i \ VDETAIL 4. g - O \ A \ 1 •.. a 'Q v• v :. _ _ '��,,,,•�"` - SIGN MOUNTED TO LUMINAIf E' 10 PRIVATE UTILITY EASEMENT PAD ELEV 161:0; 125.23 TOP 8" SANITARY ' . '�''•,. 2 - 777 _-5175 SF ,' _ - r - _.F 142.9 TOP 8" SANITARY 134.72 8.18 3 INV 12" STORM 159.57 TOP 8" WATER 158.29 1.28 4 INV 24" STORM 1 159.77 ITOP 8" WATER r SIGNv 5 at r ' �ger Bg 168 �6 8 a,ti" —172 ITOP 8" WATER ,' 1 172 170 174 STA 6+35.26, CURB AP „ �'a� v t, Encompass �, c000e Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 S NIA E,3 OF WAS$ U co .0 v., 'L 38285 `�IONAL 00 5-3901 01 3 MYLAR SUBMITTAL 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW NO. REVISION 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM_ 1��PF 4:6 - CITY OF RENTON Planning/Building/Public Works Dept. BY: BY:6�f:l Date: 9/0/14 Know what's below. BY; 0111 before you dig. C- 0 V. X11 0 L-1 cu -es -370/0/ BY: MONTEREY MEADOWS PLAT U16-001683 COMPOSITE UTILITY PLAN C DO- 39�".J 01' Date: Date: DATE: — 7-13-16 FIELDBOOK: N/A PAGE: N/A DRAWING N0: 136901 SHEET. 4 OF: 2 6 Monterey Meadows Pipe Crossing Table _ CROSSING NUMBER TOP PIPE EL BOTTOM PIPE EL CLEARANCE 1 INV EX. 18" STORM 125.23 TOP 8" SANITARY 122.74 2.49 2 INV 12" STORM 142.9 TOP 8" SANITARY 134.72 8.18 3 INV 12" STORM 159.57 TOP 8" WATER 158.29 1.28 4 INV 24" STORM 1 159.77 ITOP 8" WATER 158.77 1 5 INV 12" STORM 1 146.82 ITOP 8" WATER 144.97 1.85 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM_ 1��PF 4:6 - CITY OF RENTON Planning/Building/Public Works Dept. BY: BY:6�f:l Date: 9/0/14 Know what's below. BY; 0111 before you dig. C- 0 V. X11 0 L-1 cu -es -370/0/ BY: MONTEREY MEADOWS PLAT U16-001683 COMPOSITE UTILITY PLAN C DO- 39�".J 01' Date: Date: DATE: — 7-13-16 FIELDBOOK: N/A PAGE: N/A DRAWING N0: 136901 SHEET. 4 OF: 2 6 SURVEYED_ — — — _ DESIGNED: R BCS 8/16 BCS BCS 7/16 BCS DRAWN' BCS BCS 6/16 BCS CHECKED: TJR BY DATE APPR APPROVED: TJ R 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM_ 1��PF 4:6 - CITY OF RENTON Planning/Building/Public Works Dept. BY: BY:6�f:l Date: 9/0/14 Know what's below. BY; 0111 before you dig. C- 0 V. X11 0 L-1 cu -es -370/0/ BY: MONTEREY MEADOWS PLAT U16-001683 COMPOSITE UTILITY PLAN C DO- 39�".J 01' Date: Date: DATE: — 7-13-16 FIELDBOOK: N/A PAGE: N/A DRAWING N0: 136901 SHEET. 4 OF: 2 6 3 v z z w 1 0 oo toM i z z W w z z i c N a 0 M M w zz rl NOTES: NTEREYMEADOWS , rCATCH BASIN TYPE 1 PER C.O.R. MDr STANDARD PLAN 200.00 r CATCH BASIN TYPE 1 L PER C.O.R. SW 7/4 OF NE 1/4 OF SECTION 32, T. 24 N., R. 05 E., W.M. / 8 WIDE X 12' LONG X 1' STANDARD PLAN 200.10 DEE QUARRY, ' : , � " P Q " S PALLS PAD CATCH BASIN TYPE 2 PER C.O.R. CITY OF RENTON, STATE OF WASHINGTON - � � �����, 4 8 RQCKSY � STANDARD PLAN 201.00 �. CATCH BASIN INSTALLATION PER C.O.R. 50-6 z ' C PV INV=149.4$ STANDARD PLAN 202.00 i 03.8OX '\ TYPE 2-48" RECTANGULAR FRAME PER C.O.R. 12' GRAVEL ACCESS 25' PUBLIC STORM SEWER �- " STA 3+77.78, 14.35 RT STANDARD PLAN 204.00 ROAD SEE SECTION CONSTRUCT (3) REMOVABLE BOLLARDS EASEMENT REC. 15 PUBLIC 50' 4* PVC r" 30 LF 24�� 000% 5 N0. 20151130001069 CONSTRUCT BIKE LANE ;'PER C.O.R. STD PLAN H021 SEWER EASEMENT X0.60% YARD DRAIN , ' 10' PRIVATE STRIPING PER C.O.R. STD RECTANGULAR SOLID METAL COVER PER RIM=145.00 C.O.R. STANDARD PLAN 204.10 INV=142.10 DRAINAGE EASEMENT A DETAIL H009.2, TYP. SSMH 3 ' 52'-8" PVC X0.58% YARD DRAIN STA 3+7.8 SA ENT, RECTANGULAR VANED GRATE PER C.O.R. -_ - - PAVEMENT PER UT 588°13©3'E 288.67' •s µRIM=147.00 END CURB & GUTTER CITY STANDARDS�V STANDARD PLAN 204.20 136 - - - -_. INV=144.00 MATCH EX PAVING,: s ..... b...;..... .r -STA - VANED r . END SIDEWALK ... ...:...•. ..... ... ..... . ......... .. .,. ,.,:, .,;. PLAN . .. .. , .. u. .t .• .•. ... • ... +.. .. .. .. .. • .. _....,_ .2. .. .. .. ..1 ,. ,... • .. •. .... C.Q. ._.._...__ _...._- _---__-._ - ... • .. i '-: .. •. l.. ! • _ .. x. .. a ..A . ..1 ..h. r•�/•�• _. .R i ..., .... ••:..... • ....• • .. 204.30-- 38 04 30 .... .. � .: ....,. > .•;.: ,.... .. .• .. :. " ". '' ti•' 140 LLJ Q C.O.R. STANDARD PLAN 204.50 ' Z � I __._ � � R PER � STORM ROUND FRAME AND COVE W 2 ROCKERY e .: -� CB 11._ :JNV=#'1::flC': . , 144 �6 W EX 1 ORM - __... -- I � � .. 15.25 •0' _..---•� PRIVATE ROOF DRAIN ' .. • . Q - TYPE 1 L OVER 8 ST " } 15 MI �. : �' < ' ° '.:Y YARD DRAIN COLLECTION SYSTEM PER C.O.R. O W/ RECTANGULAR SOLID. ' 6 PVC TIGHTLINE °.: >... INV=140.00 10 PRIVATE RIM 143.50 STD PLAN 225.10, TYP. 2 'Z Q VAULT DRAIN ®0.50% I :..', ~ .:.::` .::`:.;.. L DRAINAGE _ ; ,,.� H LOCKING LID 15.25 INV -141.80 J = N:194830.60 '� M EASEMENT 156: YARD DRAIN W GRADE TO COLLECT PERFORATED PIPE Z E:1304349.07 .. .:: •'� :::.::, I k "` RIM=143.50 �,.. U O STORMWATER I o I ' :::::r•� 25•'' _ DRAINS U� IN YAR CONNECTION, INV -141.50 SEE .� VAULT tl .� :......., .. - .: DETAIL SHEET 12 TYP. `V � L. Q PUBLIC SEWER EASEMENT Z t-- SEE SHEET 9 `* ` ' 16 D 5' RO x15.25' = .. ...::. 25'-8" PVC 06.00% W DEDIGATIO 0 5 10 20 r CONSTRUCT 4" WHITE `oma PAINTED EDGE STRIPE, TYP. Q - r:. / *� 10 NDStCAPE �� p� W TRA ' .:A=;::...' `: I EASEMENT S L= O : a �. , 4 428 :: r: '7N O EXIST. 6 146 a 3 �A E 1 2 177 SF SF 18" Sp PUBLIC STORMWATER I ` ' CONSTRUCT 10'x16" 11l1aZ9 ,, 5213 SF 4' THERMOPLASTIC STOP BAR 3211 VAULT MAINTENANCE I � ��:•..:•: •:...:...., , I L 148 2 NEW -ROW LINE ° :.� (R EASEMENT OVER TRACT A I 1 :.:: t 5 155.0 PAD ELEV. W 162.0 1 " 142 ry r 140 : • \\ M, a i ,,, - •, CEMENT CONCRETE CURB PER ; G - (- C:O.R. STD PIAN 101 (TYP.) 6261 SF STA "ROAD A" 10+00.00= :• .... _. 15 GRAVEL :.. a� " " :: ; :' "•.:: STA MONTEREY PLACE 5+00.00 *- CEMENT CONCRETE SIDEWALK PER :<'. N ACCESS ROAD, STA 12+64.69 1D PRIVATE co I C.O.R. STD PLAN 102 (TYP.) SIGN MOUNTED � CONSTRUCT ROAD A MONTEREY SEE DETAIL BEGIN CURB, UTILITY EASEMENT ��\ CB# 9 :..: `: ' TO LUMINAIRE TYPE 1L GUTTER & S/YV < • PLACE NE STREET SIGNS AFTER C d _.,.;:.'•� :`, STREET LIGHT, TYPE __ RIVEWAY ENTRANCE PER 23 LF LC )E °' ' OFFICIAL ROAD A NAME HAS BEEN G I N:194747.04 \ SEE ILLUMINATION- FLAN C.O.R. STD PIAN 1 D4.3 P. B 6,TYPE 1 ®1.55DETERMINEDP R C.O.R. STD PIAN N E E 1304581.39 n Q :.'.'.'.'.'Zp STA 11 .34, 9.22 RT \„% M� � �.. r G013, � o in - .x C ,TYPE 1 CB# 5,TYPE - a STA 12 .49, 9.22 RT STA 10+58.48, 9.0 RT CB 4,TYPE 1 L '146 ..'.�.�.'.�.'� � _> ,r : •• ' ' ... .' EXIST. 26" KNO KOUT, TYP. �* a 5 SSW p0 STA 10+43.75, 8.89 LT 18 SD ............. < ' .4 ' a SEE NOTE 7 4 ' A• ^ • YO (DAYLIGHT WALL DRAT Off. < ° 'a ° �. S EXISTING PAVING MAY BE 0 REQUIRED TO BE G. 10 35 24 64 GROUND TO CENTERLINE ........ ..... � R ,�."•'•��.�LF.'•12'•.. .... - ..... ... 4 '� ' ...... ...... OF STREET AND CB#11 TYPE IL LOPE 06:40X . . , . a..... 122 L1= . .,, 1.2.'.LCPE`.�4.9596.............. Pt.. 12+82.07 ...........: .. 18..LF .1.2 ..L PE' L P .37. ... ........... at= ....................'...,. PIPE CLEARANCE DETAIL _ . :1D ...... ............ DETERMINED OVERLAYED AN THE BE f , tom+ 1 =2 --� .. ..11�Ll4� 11.. .... ,� .. FIELD BY THE CITY _.... M _ 50 QO' 19 INSPECTOR / \ rnnlcTQl ICT F31 RFAAfI\lDRI F Rill P ARr1C _ .. �.'�. .. . ............... . . � � w � ..,,, � �,,..� ....,_ ....._, _ . .......: . �.-... n ... t ..... ..-c•::.. nr96 ...... �S.O;. .... . .,.. - :-- CB#9TYPE IL PIPE CLEARANCE DETAIL 1"=2' CB # 5 TYPE 1L PIPE CLEARANCE DETAIL 1"=2' IV Inr_ MIAV VVVIAI1 'junu •1NG tV11L!% NWIVIA MrUAVI1b VIA OTHER PIPE MATERIAL ACCEPTABLE TO THE CITY OF RENTON. 3 UNLESS OTHERWISE SPECIFIED CATCH BASINS SHALL HAVE % VANED GRATES, PER C.O.R. STANDARD PLAN 204.20 4. SEE LANDSCAPE PLANS FOR TREE RETENTION / REPLACEMENT AND PLANTER STRIP PLANTINGS. 5. SEE SHEET 16 FOR YARD DRAIN DETAIL 6. ALL DRAINAGE CONNECTIONS TO THE NEW PUBLIC STORM DRAIN FROM NEW SINGLE FAMILY HOMES SHALL BE MADE PER PERFORATED PIPE CONNECTION AS SHOWN ON DETAIL SHEET 12. 7. CATCH BASIN NOS 4,5,8,9 & 11: CITY INSPECTOR MAY REQUIRE CATCH BASINS TO BE UPGRADED TO TYPE 2 DEPENDING ON PIPE CLEARANCES. - MONTEREY MEADOWS DRIVEWAY TABLE LOT NO STA D/W WIDTH DETAIL 1 11+14 15.0' TYPE 113 D/W PER C.O.R. 104.3 2 11+64 15.0' TYPE 1B D/W PER C.O.R. 104.3 3 11+91 15.0' TYPE 113 D/W PER C.O.R. 104.3 4 12+51 15.0' TYPE 113 D/W PER C.O.R. 104.3 5 6 11+74 15.0' TYPE 113 D/W PER C.O.R. 104.3 7 11+47 15.0' TYPE 113 D/W PER C.O.R. 104.3 8 10+83 15.0' TYPE 1B D/W PER C.O.R. 104.3 9 10+58 15.0' TYPE 113 D/W PER C.O.R. 104.3 - MATCH EX CURB & SIDEWALKS 1 i LF 24" LCPE \ GEDTECH FABRIC BETWEEN -SEE'DETAIL SHEET 6. 06 099G `WIDTH PER PLAN CRUSHED ROCK AND QUARRY SPALLS. STANDARDS 4" MIN CRUSHED SURFACING TOP COURSE , BY: Date: 4"-8" THICKNESS QUARRY SPALLS FIRM SUBGRADE GRAVEL ACCESS ROAD SECTION BY Date: cf NTS r k I Know what s e a BY: Date: 8. IF GUY WIRE IS RELOCATED TO BE OVER SIDEWALK, 80" OF * LOT 5 TO ACCESS FROM HAMMERHEAD SECTION W/O CURB Cal I before you dig. CLEARANCE OVER SIDEWALK SHALL BE PROVIDED. S aE rim 7UUBY: Date: �o SURVEYED:---�° - VERTICAL, NAVD 1988 MONTEREY MEADOWS PLAT DATE: Encompass n HORIZONTAL- NAD 1983/1991 �� �- CITY O F c000ae U � '� z DESIGNED: 1 -20 ♦♦ 3 MYLAR SUBMITTAL BCS 8/16 BCS TJR (/'�j U 16-001683 PAGE: 0K: N/A Western Washington Division ,� 2 REVISED PER CITY REVIEW BCS 7/16 BCS DRAWN: BCS R E T LJ DRAWING NO: A 165 NE Juniper Street, Suite 201 " Issao_uah, WA 98027 " Phone: (425) 392-0250 " Fax: (425) 391-3055 p �p 38285 ONE INCH DATUM 136901 3 6 9 O 1 P Eastern Washington Division �s�rs����•��' �� 1 REVISED PER CITY REVIEW BCS 6/16 BCS CHECKED:ATAT FULL SCALE Planning/Building/Public Works Dept. ROADWAY, GRADING AND DRAINAGE PIAN IF NOT ONE INCH 108 East 2nd Street "Cie Elum, WA 98922 ■ Phone: (509) 674-7433 " Fax: (509) 674-7419 TONAL NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 5 OF. 26 TJR D=jy2o!47* *O 7 R-17&W.L=40-41� �, � MONTEREY MEADOWS SW 114 OF NE 114 OF SECTION 32, T. 24 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON A Encompass �, L�e Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone. (425) 392-0250 - Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street - Cle Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 168.00 �C apPS AMES SURVEYED: q of Wk;kj DESIGNED; TJR 8/16 BCS 7/16 —BC S DRAWN: BCS %V365A BCS J 0 v� .. . . . . . .. . . . . . APPROVED: TJR U ze. z STA* 1'04-38.48' MYLAR SUBMITTAL BCS 38285 2 REVISED PER CITY REVIEW BCS 10+42 1*7' 1 REVISED PER CITY REVIEW BCS --L=.l 64..02 . . . A/4 , STA .10+35.64 NO. REVISION . . . . . . . FL= 1.64.37 . . . . . . .. . . . . . . . . . .. . . . . . i . . . . . .. . . . . . . . . . . ; R=35.00',L=52.15 . . . . . . . . .. -7 --21 -15.44 A/2 STA 10+ � 5.7 .2% A=85 -'55 . . . . . . . . . . . . . . . . .. . . . FL=165.58 . \t 9,3z . . . . R;=35.0%,L=52.15' A=85'21' 5" 164.63—A/4. STA . 5.-�v.qo FL=.l 66 .80 , STA 5+37.56,\25.46 RT Encompass �, L�e Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone. (425) 392-0250 - Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street - Cle Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 168.00 �C apPS AMES SURVEYED: q of Wk;kj DESIGNED; TJR 8/16 BCS 7/16 —BC S DRAWN: BCS 6/16 BCS J 0 v� DATE APPR APPROVED: TJR U ze. z 3 MYLAR SUBMITTAL BCS 38285 2 REVISED PER CITY REVIEW BCS 1 REVISED PER CITY REVIEW BCS NO. REVISION BY 0 5 10 SCALE 1 10, —1 0 5 10 iCALE . . . . . . . . . . . . . . . . . . . . . . 2. % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12+34.19. 12+34'1 7\97'1-1".*�,.,........... "I . . . . . . . . FL= 149.97 . . . . . . .. . . . R6A-DA* PI:' 12+62.07 . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . P —7777- 7----: . . . .PERPENDICULAR CURB RAMP IVD9-. 0 Dg -P iA/Qr)f)T . . . . . SCALE* 1 92=101 ONE INCH AT FULL SCALE IF NO`r ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Know what's below. R=3 90106 Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: 81% 1 IC M I offis I BY: MONTEREY MEADOWS PLAT U16-001683 GRADING DETAILS c P 6 Date: Date: Date: 7-13-16 FIELDBOOK; N/A PAGE: N/A DRAWING NO: 136901 SHEEN OF: 6 26 SURVEYED: DESIGNED; TJR 8/16 BCS 7/16 —BC S DRAWN: BCS 6/16 BCS CHECKED: TJR DATE APPR APPROVED: TJR SCALE* 1 92=101 ONE INCH AT FULL SCALE IF NO`r ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Know what's below. R=3 90106 Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: 81% 1 IC M I offis I BY: MONTEREY MEADOWS PLAT U16-001683 GRADING DETAILS c P 6 Date: Date: Date: 7-13-16 FIELDBOOK; N/A PAGE: N/A DRAWING NO: 136901 SHEEN OF: 6 26 W Q z v w O ry a- z z W I O c030 M O Zz W W z 0 z LLI0 I 0. 53M wQ Z J LL -- _ 2.00% i SD ".3 IF 12"LCPE 24" .55%��.. BOT 12" STORM=1 59.57 _ o 160 C U) 180 CATCH BASIN TYPE 1 PER C.O.R. r :i agizo.izu :1304606.29 CATCH BASIN TYPE 1L PER C.O.R. SW 1/4 OF NTFM= NE 1/4 OF SECTION 32, T. 24 N. R. 05 E. W.M. CATCH BASIN INSTALLATION PER C.O.R. �o SA:10+43.75, g, I TrG IL 8.8 .......LVC= 0.00....... STA 12+94.8 RECTANGULAR FRAME PER C.O.R. STANDARD PLAN 204.00 1 B X43, TYPE 2- C.O.R. STANDARD PLAN 204.10 145 fiYi 2=48 1 W ROUND SOLID LOCKING' -U rn i- PVI:12+40.0 EL -.149.05 GRATE PER C.O.R. STANDARD PLAN R M:164.00 STORM ROUND FRAME AND COVER PER FACE OF GUARDRAIL C.O.R. STANDARD PLAN 204.50 1 Cq rn �i O A.D.:8.0 % K:7.5 M <% SIA -6+32.112, s+32.12, 14.35 , 14.5. STA.6+40.50, ?1..84RT + 00 LOW POINT STA: 12+70.00. EL: 148.5 1 =144.05 12" ( ... ............ C/ OF RENTON, ST TE OF W SHINGTON CB# S. TYPE 19 o ao PR POSED FINISHED 2 RIM:17"6± MATCH PLANTERI o ¢ a STA:10+58.48, o GRADE @ CL ROAD 12" LG O) + c6 N<C14 .65 =170.42 24 N 150 - SiRTP- GRAD E .- .- _ -- - �, . VB# 8, TYPE 1 L NV=170.42 24" S) INV=171.09 '24" (N) 91RT INV=159.32 12i (SE) EXISTING GRADE @ INV=159.32 12 (W) 2.00% 2.00% EX INV=171.9 24" (SE) 175 j �~ _ �' CC ROAD z.. 2'-6' HIGH WALL. -IE SD1 - 14 TOP W=144.97 SEE LOCK & LOAD i CB 7, TYPE 1 WALL DESIGN FROM STA 12+27.49, 9.22RT THE RILEY GROUP ..- -. � �.. o RIM 150.30 z I ® INV 170 " .......... INV- 146.93 12" (S) L 1 CONNECT TO 34 LF 1 2 LCPE O .- " +.� 140 EX 2*" SD . CB 10, TYPE 1 �.� C .. # 9, TYPE 1 L-- N ST •12+27.38, 9.22E . ... . 11 LF 24" LCPE . A:12+84.18, . 44. RT !b . RIM co INV 150.30. 147.11 12" (N) N:194747.04-- . E:1304581.39 cn cn R1 I :145.55 =iAonn loo W1 165 EXISTING CENTERLINE GROUND A OF ROA WAY EXISTING RADE @ CL PROPOSED afp496 J d- d- r7 c0 d- LCp� d- Lr? . O Ln Ln N tf'). Ln cD Ln to d' O CO CO. co N CO c0 co � CO c0 r7i Lo CO Cfl a- � Cp. CO co CO 1373+00 12+00 11+00 10+00 9i CB 2, TYPE 2-48" 160 STA:3+ 7.78, 14.35RT RIM:154.73. INV=15 .00.24" (NW). 0 INV=1 .00 24" (SE) Q 155 .- .. ( W 150 1 30 LF 24°'. 2.00% LCPE ® .... 145 - INS -149.41 M TCH EX. DITCH LINE . �. 8' W DE X 12' LONG X 1' DEEP QU RY SP .PAD (3/4". - 8".ROCKS) ... EXISTING DITCH 1 140 1 EXISTING RADE @ CL { Ln a� .- rr o � cv � . U? i � � o o a� Ln O . LI? c� . �- o . �n r� �n x co o� r7 L cc r7 LC) Q0 00 .= r7 co j 13�+62 3+00 4+00 Z 5+00 6+00 6+9d a MONTEREY PLACE NE LVC=100.00 ll} ¢ (�I HORIZ. 111=2011 PVI:11 +00.00 EL:163.05 VERT. 1"= 5" 170 A.D.:-8.00% K:12.5 o Q 0 z 170 0 o C8 6, TYPE 1 o a o v. `° C> OT ,°6STA:11 +0 .34, 9 22RT a w ¢ ¢ J W INV=15.14 RIM:161.52 12» (E) __ i - -__ �� ��, N< INV- _-- 165 -- _ 2.00% i SD ".3 IF 12"LCPE 24" .55%��.. BOT 12" STORM=1 59.57 _ o 160 C U) w CATCH BASIN TYPE 1 PER C.O.R. r :i agizo.izu :1304606.29 CATCH BASIN TYPE 1L PER C.O.R. 155 STANDARD PLAN 200.10 CATCH BASIN TYPE 2 PER C.O.R. STANDARD PLAN 201.00 CATCH BASIN INSTALLATION PER C.O.R. �o SA:10+43.75, g, I TrG IL 8.8 .......LVC= 0.00....... STA 12+94.8 RECTANGULAR FRAME PER C.O.R. STANDARD PLAN 204.00 1 IM:147.55 C.O.R. STANDARD PLAN 204.10 145 RECTANGULAR VANED GRATE PER C.O.R. rn i- PVI:12+40.0 EL -.149.05 GRATE PER C.O.R. STANDARD PLAN R M:164.00 STORM ROUND FRAME AND COVER PER FACE OF GUARDRAIL C.O.R. STANDARD PLAN 204.50 1 Cq rn �i O A.D.:8.0 % K:7.5 M <% 1=159.68 12" (NN) 160 + 00 LOW POINT STA: 12+70.00. EL: 148.5 1 =144.05 12" ( ... ............ ' LCp� 12 ' CB# S. TYPE 19 o ao PR POSED FINISHED E O 4.9596 o ¢ a STA:10+58.48, o GRADE @ CL ROAD 12" LG O) + c6 N<C14 .65 - 150 - 0 00 Q It 0 00 .- .- _ -- - �, . VB# 8, TYPE 1 L , A:12+68.05, 14., 91RT INV=159.32 12i (SE) -- _ 2.00% i SD ".3 IF 12"LCPE 24" .55%��.. BOT 12" STORM=1 59.57 _ o 160 C Encompass �, Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 ROAD A )RIZ. 111=2011 ERT. 1"= 511 3 MYLAR SUBMITTAL BCS 1 8/16 2 REVISED PER CITY REVIEW BCS 7/16 1 REVISED PER CITY REVIEW BCS 6/16 NO. REVISION BY DATE U) w CATCH BASIN TYPE 1 PER C.O.R. r :i agizo.izu :1304606.29 CATCH BASIN TYPE 1L PER C.O.R. 155 STANDARD PLAN 200.10 CATCH BASIN TYPE 2 PER C.O.R. STANDARD PLAN 201.00 CATCH BASIN INSTALLATION PER C.O.R. �o SA:10+43.75, g, I TrG IL 8.8 TOP LT 8" WATER=158. STA 12+94.8 RECTANGULAR FRAME PER C.O.R. STANDARD PLAN 204.00 1 IM:147.55 C.O.R. STANDARD PLAN 204.10 145 RECTANGULAR VANED GRATE PER C.O.R. % i- RECTANGULAR BI-DIRECTIONAL VANED GRATE PER C.O.R. STANDARD PLAN R M:164.00 STORM ROUND FRAME AND COVER PER FACE OF GUARDRAIL C.O.R. STANDARD PLAN 204.50 1 =144.05 12" O M 1=159.68 12" (NN) 1 =144.05 12" ( ... ............ LCp� 12 ' CB# S. TYPE 19 STA:10+58.48, .07RT .65 150 , - INV=159.32 12i (SE) EXISTING GRADE @ INV=159.32 12 (W) 2.00% 2.00% j �~ _ �' CC ROAD 2'-6' HIGH WALL. -IE SD1 - 14 TOP W=144.97 SEE LOCK & LOAD i CB 7, TYPE 1 WALL DESIGN FROM STA 12+27.49, 9.22RT THE RILEY GROUP ..- -. � �.. o RIM 150.30 I ® INV 446.03 12--(E) " .......... INV- 146.93 12" (S) L 34 LF 1 2 LCPE O .- " 140 . CB 10, TYPE 1 C .. # 9, TYPE 1 L-- N ST •12+27.38, 9.22E . ... . A:12+84.18, . 44. RT !b . RIM co INV 150.30. 147.11 12" (N) N:194747.04-- . E:1304581.39 R1 I :145.55 =iAonn loo W1 =142.00 12" (S) EXISTING RADE @ CL PROPOSED GRADE @ CL d- d- r7 c0 d- �t d- Lr? . O Ln Ln N tf'). Ln cD Ln to d' O CO CO. co N CO c0 co � CO c0 r7i Lo CO Cfl M 11 CO � Cp. CO co CO 1373+00 12+00 11+00 10+00 9i Encompass �, Western Washington Division 165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 ROAD A )RIZ. 111=2011 ERT. 1"= 511 3 MYLAR SUBMITTAL BCS 1 8/16 2 REVISED PER CITY REVIEW BCS 7/16 1 REVISED PER CITY REVIEW BCS 6/16 NO. REVISION BY DATE 135 30 R=3 90107 NOTES: 1. EARTHWORK SHALL CONFORM TO RECOMMENDATIONS PRESENTED IN "GEOTECH EVALUATION" BY EARTH SOLUTIONS NW DATED SEPTEMBER 18, 2014 AND "ADDENDUM GEOTECHNICAL REPORT" ALSO BY EARTH SOLUTIONS NW DATED MARCH 2, 2015. 2. UNLESS OTHERWISE SPECIFIED, ALL STORM PIPE SHALL BE LCPE AS SPECIFIED IN THE CITY OF RENTON AMENDMENTS TO THE KING COUNTY SURFACE WATER DESIGN MANUAL OR OTHER PIPE MATERIAL ACCEPTABLE TO THE CITY OF RENTON. 3. UNLESS OTHERWISE SPECIFIED, CATCH BASINS SHALL HAVE VANED GRATES PER C.O.R. STANDARD PLAN 204.20 4. SEE LANDSCAPE PLANS FOR TREE RETENTION / REPLACEMENT AND PLANTER STRIP PLANTINGS. 5. CATCH BASIN NOS 4,5,8 & 11: CITY INSPECTOR MAY REQUIRE CATCH BASINS TO BE UPGRADED TO TYPE 2 DEPENDING ON PIPE CLEARANCES. Know what's below. Call before you dig. W 70 M 40 35 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: may` / 1 • , M M. Date: Date: BY: Date: N NAD SURVEYED: SCALE: HOR ONiAL• VERTICAL: D1 1988 983/1991 .► MONTEREY MEAD0WS PLAT 7-13-16 DESIGNED: FiE AS SHOWN CITY 0 F BCSf1DRAWN: TJR -R RENTON U1 6-001683 PAGL.EE, - /A BCS BCS ONE INCH DATUM j DRAWING NO: BCS CHECKED: AT FULLSCU Planning/Building/Public Works Dept. DRAINAGE PROFILE 136901 IF NOT ONE INCH1��PF AP P R APPROVED:TJR SCALE ACCORDINGLY SHEET. 7 OF:2 6 NOTES: CATCH BASIN TYPE 1 PER C.O.R. STANDARD PLAN 200.00 CATCH BASIN TYPE 1L PER C.O.R. 155 STANDARD PLAN 200.10 CATCH BASIN TYPE 2 PER C.O.R. STANDARD PLAN 201.00 CATCH BASIN INSTALLATION PER C.O.R. STANDARD PLAN 202.00 150 RECTANGULAR FRAME PER C.O.R. STANDARD PLAN 204.00 RECTANGULAR SOLID METAL COVER PER C.O.R. STANDARD PLAN 204.10 145 RECTANGULAR VANED GRATE PER C.O.R. STANDARD PLAN 204.20 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER C.O.R. STANDARD PLAN 204.30 STORM ROUND FRAME AND COVER PER 140 C.O.R. STANDARD PLAN 204.50 135 30 R=3 90107 NOTES: 1. EARTHWORK SHALL CONFORM TO RECOMMENDATIONS PRESENTED IN "GEOTECH EVALUATION" BY EARTH SOLUTIONS NW DATED SEPTEMBER 18, 2014 AND "ADDENDUM GEOTECHNICAL REPORT" ALSO BY EARTH SOLUTIONS NW DATED MARCH 2, 2015. 2. UNLESS OTHERWISE SPECIFIED, ALL STORM PIPE SHALL BE LCPE AS SPECIFIED IN THE CITY OF RENTON AMENDMENTS TO THE KING COUNTY SURFACE WATER DESIGN MANUAL OR OTHER PIPE MATERIAL ACCEPTABLE TO THE CITY OF RENTON. 3. UNLESS OTHERWISE SPECIFIED, CATCH BASINS SHALL HAVE VANED GRATES PER C.O.R. STANDARD PLAN 204.20 4. SEE LANDSCAPE PLANS FOR TREE RETENTION / REPLACEMENT AND PLANTER STRIP PLANTINGS. 5. CATCH BASIN NOS 4,5,8 & 11: CITY INSPECTOR MAY REQUIRE CATCH BASINS TO BE UPGRADED TO TYPE 2 DEPENDING ON PIPE CLEARANCES. Know what's below. Call before you dig. W 70 M 40 35 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: may` / 1 • , M M. Date: Date: BY: Date: N NAD SURVEYED: SCALE: HOR ONiAL• VERTICAL: D1 1988 983/1991 .► MONTEREY MEAD0WS PLAT 7-13-16 DESIGNED: FiE AS SHOWN CITY 0 F BCSf1DRAWN: TJR -R RENTON U1 6-001683 PAGL.EE, - /A BCS BCS ONE INCH DATUM j DRAWING NO: BCS CHECKED: AT FULLSCU Planning/Building/Public Works Dept. DRAINAGE PROFILE 136901 IF NOT ONE INCH1��PF AP P R APPROVED:TJR SCALE ACCORDINGLY SHEET. 7 OF:2 6 W d Z F- C) U W O ry n a z Z LJ i to0 rn M t9 O z Z w w w Z O Z w C 0 O O w z z QW U n LLI o U� n 0 Q W NW L_L._ z W I 0 M_ C7 3 i z W W W z 0 W / 0 0 (L O 0) M i W 9" MIN TOPSOIL OR GRAVEL ACCESS ROAD L1' AVERAGE SEDIMENT 56' STORAGE (CELL 1) EXTRUDED ASPHALT CURB NTS 6" HIGH HMA CURB, TYP. SEE DETAIL THIS SHEET r-1' MIN. 2:1 MAX SLOPE ---- / 1• ` 12" OUTLET_ IE=131.00 6" PVC PERF DRAIN - ALONG N. SIDE OF 3RD CELL - ]E=130.0±, TYP. TYP. CONNECT TO 6" TIGHTLINE DRAIN / CONNECT VAULT 127.00 J DRAIN TO CB#11 9" MIN TOPSOIL a 27,918 CU -FT. PROVIDED DETENTION VOLUME = OR GRAVEL LOCKING LID, PER 6" VCRAIN E=127.8t,RTYP. 144.5± ACCESS ROAD C.O.R. STD DETAIL WASHED DRAIN ROCK AS BUILT WATER QUALITY VOLUME = - W.S. ELEV=142.0 - FRAME AND SOLID 143.6± - LOCKING LID, PER C.O.R. - _ STD DETAIL 204.50, TYP. _ _ 11' DETENTION STORAGE _ p _ = _ ELEV=131.00 = SECTION B- D _ CELL 1 - 5.0' WATER QUALITY - _ 1"=10' HORIZ. CELL 2 - 3.0' WATER QUALITY _ _ 1"=2' VERT. _ ------------------------------ - 0.5%MINS DETAILS ON SHEET S3 OF " FRAME AND SOLID a 4 D CO L1' AVERAGE SEDIMENT 56' STORAGE (CELL 1) EXTRUDED ASPHALT CURB NTS 6" HIGH HMA CURB, TYP. SEE DETAIL THIS SHEET r-1' MIN. 2:1 MAX SLOPE ---- / 1• ` 12" OUTLET_ IE=131.00 6" PVC PERF DRAIN - ALONG N. SIDE OF 3RD CELL - ]E=130.0±, TYP. TYP. CONNECT TO 6" TIGHTLINE DRAIN / CONNECT VAULT 127.00 J DRAIN TO CB#11 p o z 'S%MLN_ EL= 129.00 12" 3.0' WATER t l 12" INt ET QUALITY STORAGE _ WELDED RESTRICTOR M 0.5' AVERAG _ PLATE o SEDIMENT 9/16" DIA. ORIFICE N 4'x4' SUMP STORAGE5.0' WATER QUALITY 127.00 127.50 STORAGE - IE=129.00 - - - - - - D 3' 4' MIN. 4 6" PVC TIGHTLINE 0 0.5% MIN 125.10 125_'° CONTROL STRUCTURE DETAIL 1"=2P 9" MIN TOPSOIL FRAME AND SOLID MONTEREYMC:ADOWS 27,918 CU -FT. PROVIDED DETENTION VOLUME = OR GRAVEL LOCKING LID, PER 6" VCRAIN E=127.8t,RTYP. 144.5± ACCESS ROAD C.O.R. STD DETAIL WASHED DRAIN ROCK AS BUILT WATER QUALITY VOLUME = CHECKED: I TJR 204.50, TYP. SW 1/4 OF NE 1/4 OF SECTION 32, T. 24 N., R. 05 E., W.M. - TOP 143.6± - TYP. 18" ON SIDE & TOP CITY OF RENTON, STATE OF WASHINGTON _ D� 12" PVC VENTILATION PIPE 1' AVERAGE SEE EXTERIOR VAULT DRAIN W PUSH ON CAP, TYP. DETAILS ON SHEET S3 OF " FRAME AND SOLID D CO SECTION A -A LOCKING LID, PER _ PLATE WITH ORIFIE AS 1"=10' HORIZ - STRUCTURES SPEC• BELOW C.O.R. STD DETAIL 1"=2' VERTICAL p 4 ELBOW DETAIL 204.50, TYP. NTS ' _ W.S. ELEV=142.0 _ p FRAME AND SOLID LOCKING LID, PER C.O.R. STD DETAIL _ 15.25' 15.25' _ /OVERFLOW RISER ELEV=142.OD 204.50, TYP. _ _ J HANDHOLDS OR 15.25' ,. STEPS OR LADDER - 12" TYP. -� 12" RISER -SEE KCRS DWG. NO. 2-006, TYP. I _ PIPE SUPPORTS -SEE NOTE 6 BELOW - - EL=138.75 MIN. 18" WIDE 1-1/4" DIA ORIFICE FREE -DRAINING p GRAVEL AGAINST VAULT, TYP. 12" TYP. -APPROVED SHEET DRAIN MATERIAL - - CAN BE SUBSTITUTED 11' DETENTION STORAGE FOR GRAVEL. SHEAR GATE Wf 3RD CELL 2ND CELL 1ST CELL CONTROL ROD _ - PIPE SUPPORT: -SEE KCRS DWG. NO. 2-026 3"x.090 GAGE BOLTED OR INBEDDED - - 2" IN WALL AT MAX. 3' SPACING. MIN 12" ONE SUPPORT. ' - - OUTLET PIPE _ 130.50 ELEV=131.00 _ INV=131.00 129.88 p o z 'S%MLN_ EL= 129.00 12" 3.0' WATER t l 12" INt ET QUALITY STORAGE _ WELDED RESTRICTOR M 0.5' AVERAG _ PLATE o SEDIMENT 9/16" DIA. ORIFICE N 4'x4' SUMP STORAGE5.0' WATER QUALITY 127.00 127.50 STORAGE - IE=129.00 - - - - - - D 3' 4' MIN. 4 6" PVC TIGHTLINE 0 0.5% MIN 125.10 125_'° CONTROL STRUCTURE DETAIL 1"=2P SEE STRUCTURE PLAN BY SITE STRUCTURES FOR VAULT CONSTRUCTION DETAILS CONTROL STRUCTURE NOTES 1. 2. OUTLET CAPACITY: 100 YEAR DEVELOPED PEAK FLOW 3. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GRATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0" VERTICAL SPACING) 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9. TEE SHALL BE CONSTRUCTED OF ALUMINUM CMP OR ALUMINIZED STEEL CMP MEETING WSDOT / APWA STANDARDS Encompass �, L�'I're Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 _oY"AM E WAS - T •`Q zi C11� w x Z 3 38285 2 �\ NO. VAULT VOLUME REQUIRED DETENTION VOLUME = 27,918 CU -FT. PROVIDED DETENTION VOLUME = WASHED DRAIN ROCK 5_ _%� AS BUILT DETENTION VOLUME = 6" VCRAIN E=127.8t,RTYP. TIGHTVABLE COUPL NG. ATER AROUND PERF. PIPE, TYP. _ PROVIDED WATER QUALITY VOLUME = WASHED DRAIN ROCK AS BUILT WATER QUALITY VOLUME = CHECKED: I TJR 18" ON SIDES & TOP, 6" p AROUND PERF. PIPE 4" PIPE UNDER PIPE, TYP. a TYP. 18" ON SIDE & TOP D� 6" UNDER PIPE. 1' AVERAGE SEE EXTERIOR VAULT DRAIN SEDIMENTSTORAGE STORA DETAILS ON SHEET S3 OF " DETENTION VAULT PLANS CO SECTION A -A PREPARED BY SITE PLATE WITH ORIFIE AS 1"=10' HORIZ STRUCTURES SPEC• BELOW 6" MAX. 1"=2' VERTICAL ELBOW DETAIL NTS SEE STRUCTURE PLAN BY SITE STRUCTURES FOR VAULT CONSTRUCTION DETAILS CONTROL STRUCTURE NOTES 1. 2. OUTLET CAPACITY: 100 YEAR DEVELOPED PEAK FLOW 3. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GRATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0" VERTICAL SPACING) 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9. TEE SHALL BE CONSTRUCTED OF ALUMINUM CMP OR ALUMINIZED STEEL CMP MEETING WSDOT / APWA STANDARDS Encompass �, L�'I're Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 _oY"AM E WAS - T •`Q zi C11� w x Z 3 38285 2 �\ NO. VAULT VOLUME REQUIRED DETENTION VOLUME = 27,918 CU -FT. PROVIDED DETENTION VOLUME = 28,182 CU -FT. AS BUILT DETENTION VOLUME = 8/16 BCS REQUIRED WATER QUALITY VOLUME = 6,759 CU -FT PROVIDED WATER QUALITY VOLUME = 6,832 CU -FT AS BUILT WATER QUALITY VOLUME = CHECKED: I TJR MYLAR SUBMITTAL REVISED PER CITY REVIEW REVISED PER CITY REVIEW REVISION NOTE: VAULT & CONTROL STRUCTUURE SHALL BE CONSTRUCTED PER THE CITY OF RENTON AMENDMENTS TO THE KING COUNTY SURFACE WATER DESIGN MANUAL. SEE 2009 KSWDM, FIGURE 5.3.4.A SCALE: AS SHOWN ( ONE INCH AT FULL SCALE - FULL scAt IF NOT ONE INCH SCALE ACCORDINGLY SEE CONTROL ` STRUCTURE DETAIL / 136 - 6" EXTRUDED ASPHALT CURB 138 ON NORTH & WEST SIDES OF INV 131.00 _ 140 51 MIN O C.O. z IE=140.0 / CONN VAULt° •. `0.5% 15.25' 1`TO�/ / DRAIN TO $ #1.1 • . \ \ I 5� 3R -•CELL. 15.25'17 \ I \ I '5'k I 0 GRATE'W/' x3 /ry' �Q 5% LOCKING. ACCESS' 0' 727 >0 / d" 15.25• 1127,5 ` '2N -D 'CELL ';.• :.. � � \ \so 15 5' ft.. 12" VENTILATION PIPE,TP-- -- • - : --} 2 O SEE DETAIL_ SECTION A A :.:.. • o \ :.:.• .:. •. .N:'.\\�� I FRAME AND S OLID IST CELL 1ti5 z•:. z \ I LOCKING LID, PER iO �0 C.O.R. STD DETAIL 204.50, TYP. -144-_---------=T2T-0r C.O. 56.00' 142 : 30LF 12" SD 0 43.44% 140-- : 6" PVC PERF. PIPE `' 12" VENTILATION PIPE, TYP. SEE DETAIL SECTION A -A ; . ' �w• 15' GRAVEL ACCESS ROAD, SEE SECTION : : • : • .:... GEOTECH FABRIC BETWEEN CRUSHED ROCK AND QUARRY SPALLS. 4" MIN CRUSHED SURFACING TOP COURSE 4"-8" THICKNESS QUARRY SPALLS FIRM SUBGRADE GRAVEL ACCESS ROAD SECTION NTS VERTICAL, NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Asia CITY OF ILN RENTON... Planning/Building/Public Works Dept. VAULT PLAN 1"=10' HORIZ Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: 91911 � BY: Date: °v 9k Know what's below. BY: Date: 0111 before you dig. BY: Date: DATE: MONTEREY MEADOWS PLAT 7-13-16 U1 6-001683 FIELDBOOK: N /A PAGE: N/A DRAWING NO: STORMWATER VAULT PLAN & DETAILS 136901 SHEET: 9 0826 C..Co A -Soja SURVEYED_ - - - DESIGNED: TJR BCS 8/16 BCS BCS 7/16 BCS BCS BCS 6/16 BCS CHECKED: I TJR BY DATE APPR I APPROVED: TJR NOTE: VAULT & CONTROL STRUCTUURE SHALL BE CONSTRUCTED PER THE CITY OF RENTON AMENDMENTS TO THE KING COUNTY SURFACE WATER DESIGN MANUAL. SEE 2009 KSWDM, FIGURE 5.3.4.A SCALE: AS SHOWN ( ONE INCH AT FULL SCALE - FULL scAt IF NOT ONE INCH SCALE ACCORDINGLY SEE CONTROL ` STRUCTURE DETAIL / 136 - 6" EXTRUDED ASPHALT CURB 138 ON NORTH & WEST SIDES OF INV 131.00 _ 140 51 MIN O C.O. z IE=140.0 / CONN VAULt° •. `0.5% 15.25' 1`TO�/ / DRAIN TO $ #1.1 • . \ \ I 5� 3R -•CELL. 15.25'17 \ I \ I '5'k I 0 GRATE'W/' x3 /ry' �Q 5% LOCKING. ACCESS' 0' 727 >0 / d" 15.25• 1127,5 ` '2N -D 'CELL ';.• :.. � � \ \so 15 5' ft.. 12" VENTILATION PIPE,TP-- -- • - : --} 2 O SEE DETAIL_ SECTION A A :.:.. • o \ :.:.• .:. •. .N:'.\\�� I FRAME AND S OLID IST CELL 1ti5 z•:. z \ I LOCKING LID, PER iO �0 C.O.R. STD DETAIL 204.50, TYP. -144-_---------=T2T-0r C.O. 56.00' 142 : 30LF 12" SD 0 43.44% 140-- : 6" PVC PERF. PIPE `' 12" VENTILATION PIPE, TYP. SEE DETAIL SECTION A -A ; . ' �w• 15' GRAVEL ACCESS ROAD, SEE SECTION : : • : • .:... GEOTECH FABRIC BETWEEN CRUSHED ROCK AND QUARRY SPALLS. 4" MIN CRUSHED SURFACING TOP COURSE 4"-8" THICKNESS QUARRY SPALLS FIRM SUBGRADE GRAVEL ACCESS ROAD SECTION NTS VERTICAL, NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Asia CITY OF ILN RENTON... Planning/Building/Public Works Dept. VAULT PLAN 1"=10' HORIZ Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: 91911 � BY: Date: °v 9k Know what's below. BY: Date: 0111 before you dig. BY: Date: DATE: MONTEREY MEADOWS PLAT 7-13-16 U1 6-001683 FIELDBOOK: N /A PAGE: N/A DRAWING NO: STORMWATER VAULT PLAN & DETAILS 136901 SHEET: 9 0826 C..Co A -Soja CLd 6 z 'F- V Ld O n m 3 z W 0 to M C�9 O z z W W z 0 z LLJ0 0 I 2 a cn O M M w CONSTRUCT OVER EXISTING 8" SEWER LINE MONTEREYMEADOWS SW 114 OF NE 114 OF SECTION 32, T. 24 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 25' PUBLIC STORM / SEWER �- EASEMENT RE& 15' PUBLIC '11 I PUBLIC STORMWATER VAULT MAINTENANCE EASEMENT OVER TRACT A 150 145 140 135 130 125 O 120 .. AP ROXIMATE PROPOSED ..GROUND AT CENTER INE OF . EASEMENT. Enco-m-pass, Western Washington Division 165 NE juniper Street, Suite 201 ■ lssao_uah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street • Cie Elum, WA 98922 • Phone: (509) 674-7433 ■ Fax: (509) 674-7419 SNMES q og WA$� co 10 38285 ° 1 �4 SEWER HORIZ. 1"=20" VERT. 111= 511 3 MYLAR SUBMITTAL BCS 1 8/16 H BCS t Z BCS .. W U) t >i W ., �.: /`% O 0 CD Z r CONSTRUCT OVER EXISTING 8" SEWER LINE MONTEREYMEADOWS SW 114 OF NE 114 OF SECTION 32, T. 24 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 25' PUBLIC STORM / SEWER �- EASEMENT RE& 15' PUBLIC '11 I PUBLIC STORMWATER VAULT MAINTENANCE EASEMENT OVER TRACT A 150 145 140 135 130 125 O 120 .. AP ROXIMATE PROPOSED ..GROUND AT CENTER INE OF . EASEMENT. Enco-m-pass, Western Washington Division 165 NE juniper Street, Suite 201 ■ lssao_uah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street • Cie Elum, WA 98922 • Phone: (509) 674-7433 ■ Fax: (509) 674-7419 SNMES q og WA$� co 10 38285 ° 1 �4 SEWER HORIZ. 1"=20" VERT. 111= 511 3 MYLAR SUBMITTAL BCS 1 8/16 2 REVISED PER CITY REVIEW BCS 7/16 1 REVISED PER CITY REVIEW BCS 6/16 NO. REVISION BY DATE ONE INCH AT FULL SCALE FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL, NAVD 1988 HDRIZONTAL: NAD 1983/1991 DATUM 150 NOTE: SEE SHEET 11 FOR PROFILE CONTINUATION MIN 120 CITY OF ,: RENTON Planning/Building/Public Works Dept. NOTE: SHEET SHEET 11 FOR SEWER PROFILE ALONG ROAD A • 5 10 20 SCALE 1 20' S=390102 C IN COMPLIANCE WITH CITY OF RENTON STANDARDS ZW5 BY. . -..4 �l,40, L Date: BY: -- Date: W061 IC Know what's below. BY: Call before you dig. BY: MONTEREY MEADOWS PLAT U16-001683 SEWER PLAN / PROFILE G 0 1 s'-31491 OI 1. - 7-13-16 FIELDBOOK: N/A PAGE: N/A DRAWING ND: 136901 SHEET:D 1O F:26 SURVEYED_ DESIGNED;TJ R _ BCS BCS DRAWN: BCS BCS CHECKED: TJR APPR APPROVED: TJR ONE INCH AT FULL SCALE FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL, NAVD 1988 HDRIZONTAL: NAD 1983/1991 DATUM 150 NOTE: SEE SHEET 11 FOR PROFILE CONTINUATION MIN 120 CITY OF ,: RENTON Planning/Building/Public Works Dept. NOTE: SHEET SHEET 11 FOR SEWER PROFILE ALONG ROAD A • 5 10 20 SCALE 1 20' S=390102 C IN COMPLIANCE WITH CITY OF RENTON STANDARDS ZW5 BY. . -..4 �l,40, L Date: BY: -- Date: W061 IC Know what's below. BY: Call before you dig. BY: MONTEREY MEADOWS PLAT U16-001683 SEWER PLAN / PROFILE G 0 1 s'-31491 OI 1. - 7-13-16 FIELDBOOK: N/A PAGE: N/A DRAWING ND: 136901 SHEET:D 1O F:26 w z F- U W O ry n 3 z w I 0 rn co M 3 0 z z It LU Lu z 0 z w 1-1E 0 0 0 rn 0 M M w Q Z F- U LLJ 0 d 3 z z W I 0 rn toM C9 3 0 i z z X z z 0 z 0 I 0. 0 w M M w Q 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE 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 2" CLA`v *2" TO 6" C OR C 1' 1' 2.5' 1 1' MIN MIN MIN MIN MIN SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTIDN PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, DMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CDNSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTIDN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY xz DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A DESIGNED: TJR RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NDTIFY NO. BCS THE PUBLIC WORKS INSPECTOR 24 HDURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. BCS 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN BCS 6/16 PROGRESS. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION E- DATE AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. Q 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED I APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. PERMITS PRIOR TO ANY CONSTRUCTION. Q- 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE L EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW OVER ALL OTHER PLANS. (f1 AND APPROVAL PRIOR TO CONSTRUCTION. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN 6.5' MIN. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS PROGRESS. O SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY RENTON. SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER QOR LICENSED PROFESSIONAL SURVEYOR. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. W REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE \ DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTIDN OF STORMWATER FACILITIES MUST PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE DF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. W 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND CDMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 11. OPEN CUT RDAD CROSSINGS FOR UTILITY TRENCHES DN EXISTING TRAVELED ROADWAY SHALL BE ry BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY W 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK UTILITY SPECIFICATIONS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE I- APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR RENTON TRENCH RESTORATION STANDARDS. HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE O APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING ELEVATIONS ARE NOTED ON THE PLANS. \ CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN OF CONSTRUCTION. CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE CLASS 'C", WITH THE EXCEPTION OF PVC PIPE. PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, INSIDE AND OUTSIDE. SDR 35, OR DUCTILE IRON CLASS 5D, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED D.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FDDT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 4D% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 2D% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE 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 2" CLA`v *2" TO 6" C OR C 1' 1' 2.5' 1 1' MIN MIN MIN MIN MIN U xz 3 38285 2 is 1 DESIGNED: TJR S 'B' 8/16 NO. BCS 7/16 BCS FACE BCS 6/16 BCS CHECKED: TJR BY DATE EDGE APPROVED: TJ R C LASS 'E' L _ASS `B' 6.5' MIN. 2" CLASS 'B' CRUSHED ROCK, FLOWAE,L-L- OR AS REQUIRED BY ENGINEER 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 12.5' 1' 1' MIN MIN \ MIN \ MINIMIN * FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 F1GLRL C'.2.11.A PERFORATED PIPE, COON VECTION FORA SINGLE FAINI1L`L' RESIDENCE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR \� ....-- random fill THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: ��\`;\;;� A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO t filter fabric SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY I �. „ OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR p 1 6 Perf pipe INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWNG, POSITIVE DRAINAGE TO AN APPROVED is min a �' is P ra � � 1t12a- 3, washed rock STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. a a � cx B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED U Mrd .0 A Ib "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE °r �'$ 11 n g 0 SECURED TO THE STAKE. c a ° C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE I SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH 24" min WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR CODRDINATING THE LOCATIONS OF ALL STUBOUT TRENCH X -SECTION CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. NTS G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. slope _4- 23. -- -23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STDRM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE DF THE SYSTEM PROVIDED DURING PLAIN VIEW OF ROOF CONSTRUCTION. NTS 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. 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-D7-23 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 PROTECTIDN MMES REGULATIONS (RMC 4-3-D50). aF WAS Encompass 4;F Western Washington Division 165 NE Juniper Street, Suite 201 • Issaouah, WA 98027 " Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street " Cie Elum, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 to road drainage system 2'X 10' level trench wfperf pipe MYLAR SUBMITTAL REVISED PER CITY REVIEW REVISED PER CITY REVIEW REVISION OF CURB OR OF PAVEMENT ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RENTON + _ STANDARD PLANS LST DATE:02/05 DWG. NAME: H032-1 SP PAGE: H032.1 VI 5' S/W 1.5% 8' PLANTER STRIP CEMENT CONCRETE SIDEWALK -J PER C.O.R. STD PLAN 102 CEMENT CONCRETE CURBS PER C.O.R. STD PLAN 1D1 EXISTING UTILITY POLE TO REMAIN. THE CONTRACTOR SHALL WORK W/PSE TO RELOCATE GUY TO OUTSIDE OF SIDEWALK, SEE SHEET 5. 30' ROW 0.50' DEDICATION 5' S/W 5' BIKE LANE _ 8' PLANTER STRIP 4. MAX I'T D.5' CEMENT CONCRETE SIDEWALK -' PER C.O.R. STD PLAN 102 CEMENT CONCRETE CURB PER C.O.R. STD PLAN 101 U xz 3 38285 2 is 1 DESIGNED: TJR - 8/16 NO. to road drainage system 2'X 10' level trench wfperf pipe MYLAR SUBMITTAL REVISED PER CITY REVIEW REVISED PER CITY REVIEW REVISION OF CURB OR OF PAVEMENT ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RENTON + _ STANDARD PLANS LST DATE:02/05 DWG. NAME: H032-1 SP PAGE: H032.1 VI 5' S/W 1.5% 8' PLANTER STRIP CEMENT CONCRETE SIDEWALK -J PER C.O.R. STD PLAN 102 CEMENT CONCRETE CURBS PER C.O.R. STD PLAN 1D1 EXISTING UTILITY POLE TO REMAIN. THE CONTRACTOR SHALL WORK W/PSE TO RELOCATE GUY TO OUTSIDE OF SIDEWALK, SEE SHEET 5. 30' ROW 0.50' DEDICATION 5' S/W 5' BIKE LANE _ 8' PLANTER STRIP 4. MAX I'T D.5' CEMENT CONCRETE SIDEWALK -' PER C.O.R. STD PLAN 102 CEMENT CONCRETE CURB PER C.O.R. STD PLAN 101 SCALE: LANE LINE MARKING 7'-8" STANDARD VEHICLE WHEEL PATH 4.5' MIN. MIN. > MIN. 2" CLASS 'B' 2" SAWCUT AND REMOVE \ OR GRIND, SEAL WITH AR4000W 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. 47' RIGHT OF WAY 10' C/L 10' 11' TRAVEL LANE �- 4" HMA CLASS 1/2" 64-22 6" CRUSHED SURFACING TOP COURSE ADDITIONAL STRUCTURAL FILL MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS M /'1 /ii n /ii 12' EXISTING PAVEMENT EX. CENTERLINE �- SAWCUT EX. PAVEMENT 4" HMA CLASS 1/2" 64-22 6" CRUSHED SURFACING TOP COURSE ADDITIONAL STRUCTURAL FILL MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS MONTEREY PLACE NE R-3 90110 ACP CLASS* MIN. "--6" CRUSHED SURFACING TOP COURSE 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 ADOPTED CITY OF RENTON A + + STANDARD PLANS IM DATE: 02/05 DWG. NAME: H032 SP PAGE: H032 1' 8' PLANTER STRIP 5' S/W 0.5' 1.5�°-tea' CEMENT CONCRETE SIDEWALK PER C.O.R. STD PLAN 102 CEMENT CONCRETE CURBS PER C.O.R. STD PLAN 101 30' ROW EXISTING PAVING MAY BE REQUIRED TO BE GROUND TO CENTERLINE OF STREET AND OVERLAYED. TO BE DETERMINED IN THE FIELD BY THE CITY INSPECTOR VERTICAL• NAVD 1988 N/A HORIZONTAL: NAD 1983/1991 I ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NTS CITY OF �' RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: - Date: SISI IG BY: Date: OLE31 t 6 BY: Date: BY: MONTEREY MEADOWS PLAT U16-001683 NOTES AND DETAILS Date: 7-13-16 FIEL.DBOOK: N/A PAGE: N /A ORAWING NO: 136901 SHEET: 1 2 OR SURVEYED_--- DESIGNED: TJR BCS 8/16 BCS BCS 7/16 BCS DRAWN:BCs BCS 6/16 BCS CHECKED: TJR BY DATE AP P R APPROVED: TJ R SCALE: LANE LINE MARKING 7'-8" STANDARD VEHICLE WHEEL PATH 4.5' MIN. MIN. > MIN. 2" CLASS 'B' 2" SAWCUT AND REMOVE \ OR GRIND, SEAL WITH AR4000W 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. 47' RIGHT OF WAY 10' C/L 10' 11' TRAVEL LANE �- 4" HMA CLASS 1/2" 64-22 6" CRUSHED SURFACING TOP COURSE ADDITIONAL STRUCTURAL FILL MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS M /'1 /ii n /ii 12' EXISTING PAVEMENT EX. CENTERLINE �- SAWCUT EX. PAVEMENT 4" HMA CLASS 1/2" 64-22 6" CRUSHED SURFACING TOP COURSE ADDITIONAL STRUCTURAL FILL MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS MONTEREY PLACE NE R-3 90110 ACP CLASS* MIN. "--6" CRUSHED SURFACING TOP COURSE 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 ADOPTED CITY OF RENTON A + + STANDARD PLANS IM DATE: 02/05 DWG. NAME: H032 SP PAGE: H032 1' 8' PLANTER STRIP 5' S/W 0.5' 1.5�°-tea' CEMENT CONCRETE SIDEWALK PER C.O.R. STD PLAN 102 CEMENT CONCRETE CURBS PER C.O.R. STD PLAN 101 30' ROW EXISTING PAVING MAY BE REQUIRED TO BE GROUND TO CENTERLINE OF STREET AND OVERLAYED. TO BE DETERMINED IN THE FIELD BY THE CITY INSPECTOR VERTICAL• NAVD 1988 N/A HORIZONTAL: NAD 1983/1991 I ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NTS CITY OF �' RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: - Date: SISI IG BY: Date: OLE31 t 6 BY: Date: BY: MONTEREY MEADOWS PLAT U16-001683 NOTES AND DETAILS Date: 7-13-16 FIEL.DBOOK: N/A PAGE: N /A ORAWING NO: 136901 SHEET: 1 2 OR WAI "Ids. z w 0) CID M z 0: LU W z a z W Ile E 0 2 CL a In (0 !2 _J a FACE OF CURB -5 1,2" V 1" R, 1:24 TOP OF 1'2" R. ROADWAY Cd Z CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OP ADJACENT CJRB 6 1;2"--- FLUSH WD`H GLITTER PAN AT SIDEWALK RAMP ENTRANCE 112 1.24 "SLOP oF 1'2' R. ROADWAY DEPRESSED CURB SECTION AT SIDEWALK RAMPS CEMENT CONCRETE 17' R, SIDEWALK RA%IP VARIES OR LANDING FROI'I 6" TO 0 3.8"PRE MD -DED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDIN55 FACE OF ADJACENT CURS SCE DEPRESSED CURB DETAIL THIS SHEET 1,24 TOP or 1 2" R. ROAD h'AY DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY, FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ALUACENT CURB GUTTER SURPACC FACE OF CURB TZ' R, TOP OF v in ROADAAY 1"R., CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES - I. See standard plaI15102arId 131.1 (of cul-bexparsi;x,acir,cr.tiaeifor joiiitslr.,acing. 2. Not used, 3, For Depressed Mo,oiithic Drweway Curt & Cutter Section see Standard Plar,1042 STD. PLAN — 101 Pt..'IBLIC WORKS DEPARTMECEMENT CONCRETE CURBS P R ED;, NT Grq,y2vnme,man, Public Work,Ac LX[tilING A5f`hi PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET' MLNIMUM 7" HMA (or ACID Class 6) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class 8) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1, MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT, 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS, SEE NCTE 2 3'- rJ L L' PAAMOF CENTEAL:NE OF CURB FRAME A CoRAI it FRAME ANO GRATE NUT 3CLLO[D MATCH RK)ADWAY INCURS ANO GUTTER 810,TV SLOPE TOP or RECESS ROA irr - r I L -------- --- T 777TIN �REA N 13 U D T71E7i EII D ITEM CATCH WIN -NOT VvCZ LIDED INICUI'm ME] ourTM910ITFM A The intent of this design is to faciliva the removal of a Calla basin wiLli minimal distuMarm of the curb, DESIGNED: TJR The expansion joints of the 8/16 BCS adjacent sidewalk shall be adjusted to be In >� line with thew curb expanslonjQInts. BCS 6/16 BCS CHECKED: TJR s SEE Kole 2 CVR3 AND QQTTCR CEMENT CONCRETE CURB SM, PLAN 101.1 PJ13:2c I.1;OINK S P P P T_ D_ INSTALLATION AT e-, CATCH BASINS A CEMENT CONCRETE CURB & GUTTER 40� (SEE NOTE 3) CEMENT r DEPRESSED MONOLITHIC CONCRETE CURB & GUTTER SIDEWALK (SEE DETAIL THIS SHEET) TYPE C28 - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet construct a full depth expansion joint with 318* joint Iftler along the driveway lane lines FACE OF OUPa 91EF CFPRFSSFD CURIA DETAIL (see std. plan 102). Construct expansion joints parallel with the WE ;c) a Im ON THIS SHEET canterfins as required at 19 maximurn spacing when drNeway CONTRACTIONJOINT widths exceed 30' BrD PIAN TOPOF 2. See std. plan 102 for sidewalk details, ROADWAY _A- I, 3, Curb and guter shown, other curb designs may be specified. t See aid. plan 101 for curb dotaft 4, Not used. 6. The engineer will design all driveways to Include elmlons at all NOTE. DRIVEWAY LONGITUDINAL EVM61ON points marked with symbol "X". All elevations we at the back ofJOINTS SHAUL BE FULL DEPTH curb top an uphill side. DEPRESSED MONOLITHIC CURB & GUTTER DETAIL 6, Not used. 7, For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown In the corresponding Iscimetle view. & Slopes shaft comply with sections R3032.11 or R303.2.2 or FACE DFADJACENT CUFM 8303.13 of the Revised Draft Guidelines for Accessible ftblic Rights -of -Way of November 23, 2005 (PROWAG). J 9, Cut returns for any Type C -MAX Driveway may be approved on a case-by-case basis, Ft --GUTTER SURFACE 10, STREET STANDARDS = Renton Municipal Code (RMQ % Title IV Development Regulations CRAMR 6 STREFT AND UTILITY STANDARDS 5er-tion 4-6-0150 MEET STANDARDS DEPRESSED BURR DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) - - ----- Title IV Development Regulations Driveway Example: TYPE GIB CHAPTER 4 R-Rergdenft C=Comn*mW CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Section 44-080 PARKING, LOADING AND DRIVEWAY (MAX -4 Lane CoMrMMI) REGULATIONS PUBLK, WORE',,) CEMENT CONCRETE DRIVEWAY SM. PLAN 1042 IDEPAI ZTME"NT ENTRANCES - NOTES AND DETAILS Z J, I _=JJ NMEs 4; E 0 WA ncompass 1�703 c5vl, �,F Western Washington Division 38285 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 - Fax: (425) 391-3055 1 Eastern Washington Division ATA 108 East 2nd Street - Cle Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 N.A1. I -- 3 MYLAR SUBMITTAL 2 REVISED PER CITY REVIEW 1 REVISED PER CITY REVIEW NO. REVISION R�u.-3v —2 D__'..1 1.2IN, R (7 p CURS NGT INCLUDED IN SID ITEM 7t SEE RMSF 0 EDGF. 30 I', CETAIL - TH„FRE 1`�H! N ALL LUT 1"T W46 k"-YI-", WITH RAISED EDGE R 6 N �'4=u"O �N EiMl iTOM, 4,A to - 38 .:N PREW,'LOED FINISHEO GRADE I i:N BELOW JONT FILLER 1OP OF COT4CRF1E SJRrAGE SIDEWALK ADJACENT TO CURB IN (IEECONTRACT, Rou DING it J I 2'(IN) R. (TYPCLRa NOT PICLUPFON EVIG 27SIA - A DMOOF OR rECESTRIAN PREMCLUED WALLORSARRfER RAILING JOIN', FILLER ADJACENT TO CURB BARRIER -S-ESIDEWALK (STEEP H,L SLCPI:S+ coNTRAr-I PLA�� 1__'_7,9`eE Z_6Nr WALL Olt BARRIER I (IN R DYP. CURB NOT INCLUDED IN BID ITEM - i SGEWALX 0-r, 12 0M R VERTI[CAt WALL- I8 14, PREMO SEE DETAIL IOINT FiLLGR (TYP.I ADJACENT TO CURB AND RAILING OR WALL 1 35 (1% PREMOLDED JO NT FILLER SIDEWALK BUFFEAVRP (SEE CONTIZACTI .SES "ICTE 1��l SIDEWALK ADJACENT TO WALL DETAIL �TYRI URB N T I N C L t 0 E D IN Bio T ) %I S-, 5'�. MIN 5 FINISHED OqADE I' 'N BELOW TOP OF CONCRETE SURFACE FOR PLAWING - FLUS4 IF PAVV Ql ADJACENT TO BUFFER STRIP I BROOMED rINI�H C,4-WiDE SMOOTH ELEDPER,METER TROW RAISED EDGE DETAIL EXPEND SIDEWALK TRAWWERSE jOINTS TO 111CL2iDE FA,FE- -Me 4� CEMENT CON,'RETE CURB (CURB AND GUTTER SHOWN, NOT INCLUDED 11 BID ITEM v. _01 For NOTES see STO PLAN '104,2. Paved surfaces must comply with STD PLAN 102,1 as applicable 318 z 16 TU14 CONTRACTION JOINT IN SIDEWALK ONLY EXPANSION JOINT IN BOTH CURB AND SIDEWALK' S EE STO kAN 101 1 A 0 JOINT AND FINISH JPREMOUDEDOINT F&LER DETAIL E EXPANSION JOINT C CONTRACTION JOINT PUBLIC AORKS CEMENT CONCRETE STD. PLAN — 102 DEPARTMENT SIDEWALK PI RID ED, � w —4-44- 4k; 1. Not used. 2. All ramp and landing edges s"all be separatefy formed, 1 Utilft$es strucwroes that must mmain are to be made non -slip or non-skid, 4 Utlhties Structures such a% va,,ilts and 1unction boxes sliaR not be located in the Pedestrian Access Route (PAR) of the Pedestrian Cirnulatlon Route, 5. Dtainage appurtenances, such as manholes, Catch basins etc, Shall not Le located in Vie PAR, These shoILId be located in the street or the butfe' , stdp 6. Accessible pedest'dan access Shall be provided for during construction, PUB" IC WORKS DF I ' A TR'T I fE r UTILITY PLACEMENT IN CEMENT CONCRETE SIDEWALK STD. PLAN — 102.1 anti GAO'D IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Q. Date: gig) K BY: Date: 3/9N R=3 90 1 I I BY: Date: BY: Date: Ste: DATE: VERRCAU NAVD 1988 N/A HORIZONTAL NAD 1983/1991 CITY OF MOINAITEREY MEADOWS PLAT 7-13-16 U1 6-001683 FIEWBOOK: N/A RENTON PAGE: N /A ONEINCH DATUM DRAWING NO: AT FULL SON Planning/Building/Public Works Dept. DETAILS 136901 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF. - 13 26 C11011/2- -3 70/// SURVMD: DESIGNED: TJR BCS 8/16 BCS BCS 7/16 Bcs— DRAWN: BCS BCS 6/16 BCS CHECKED: TJR BY DATE APPR APPROVED: TJR 1. Not used. 2. All ramp and landing edges s"all be separatefy formed, 1 Utilft$es strucwroes that must mmain are to be made non -slip or non-skid, 4 Utlhties Structures such a% va,,ilts and 1unction boxes sliaR not be located in the Pedestrian Access Route (PAR) of the Pedestrian Cirnulatlon Route, 5. Dtainage appurtenances, such as manholes, Catch basins etc, Shall not Le located in Vie PAR, These shoILId be located in the street or the butfe' , stdp 6. Accessible pedest'dan access Shall be provided for during construction, PUB" IC WORKS DF I ' A TR'T I fE r UTILITY PLACEMENT IN CEMENT CONCRETE SIDEWALK STD. PLAN — 102.1 anti GAO'D IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Q. Date: gig) K BY: Date: 3/9N R=3 90 1 I I BY: Date: BY: Date: Ste: DATE: VERRCAU NAVD 1988 N/A HORIZONTAL NAD 1983/1991 CITY OF MOINAITEREY MEADOWS PLAT 7-13-16 U1 6-001683 FIEWBOOK: N/A RENTON PAGE: N /A ONEINCH DATUM DRAWING NO: AT FULL SON Planning/Building/Public Works Dept. DETAILS 136901 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF. - 13 26 C11011/2- -3 70/// v U Ld w 1 0 M M D b Z X w Z 0 Z w Ile 0 I N 2 CL 0 M (o M M i w Z 7 1 --- 1`40T T(�"l A L i MANHOLE F`RAVL AND COVIN SE.E STD, FLAN 401 AOJIr$IM-ENT PINGS (2" MIN.) SEE NOTE C MORTAR JOINT(:, ) (3/8" IvL IN) SEE.. NOTE E CONE (ECCENTRIC) ROBBER GASKETEO JOINT'S IN ACCORDANCE 'WTH ASTM C-443 STEP'S - P'C?Lw'PROPYLENE. STEPS SHALL BE INCLULiEC� CONCRETE RISER BY PIPE INC:., OR APPROVED EQUAL. LA,DOER_ePCTLYPt OPYLEtNE SHALL BE ATTACHED TO MANHO''LE MAK PPE SIZE - `E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, hJ�7TE, S: 1. STEPS TO BCE. POLYPWGPYLENE SAFETY STEPS. STEPS ARE TO BE IN PLACE E3Ef°C1WE MANHOLE SECTIONS ARE INSTALLED - 3. CASTING; SHALL PdE PER STD, PIAN 401- 4, MANHOLE SEC=TIONS TO BE OF RLINFC RCED PRECAST CONCRETE. 5, ALL JOINTS BETWEEN THE COME, RISER WINGS, BRIC=KS AND CASTFNG SMALL BE 'GROUTED. 5. AU.tiJSrME?NT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMNSINATION OF ADJUSTMENT FR,INIOS, BRICKS AND MORTAR QNL-'w, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1,/2 BOND. THE USE OF SHIMS IS PIR0111BI1ED. 7. SANITARY SEWER MANHOLES SHATL. HAVE ALL INTERC}R SURFACES, INCLUUfNG CHANNELiNG, COATED (SEALED) WITH A HIGH SOILIDS URETHANE CORTINS, WASSER Mie--ARDSH- EL_D OR APPROv'ED ECUAL; COLCR OF COATING SHALL BE *,iiTE". 8.RUBBER vAS ETEO JOINTS SHALL BE ih CChFflRvN�E WITH ASTM C-44-7 9: CHANNEL HEIGHT SHALL BE A MI"N'MUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE, 10. CONNECTION'S TO MANHOLE SHALL BE MADE USING GPIs ADAPTOR, KGR-.;F-SEAL BOOTS OR APPRGVEO EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES $H.ALL EXTEND A MINIMUM OF, 6` AND A MAXIMUM 'OF" 12" ABOVE FINISHED GRAD- E OR MUST HAVE A MINIMLIM 2' DIAMETER CONCRETE FRINGc POURED AT ADE - IN PAVED AREA:S, COVER MUST SLOPE ih1 ,ALL CYRECTIONS TO MATCH PAVING, PUBLIC WORKS SM. PLAN —• 400,1 •' + DEPARTMENTSTANDARD SANITARYMANHOLE SEPTEMBER 2011 FA - Y.` T7.. AR 400 Gi, APP `7C} A "'LAN F C1 i 4A A I D DR Y' AI D A' E R EN a -No NTS. 0 'TH f— A ,U I„STYE`aT RING .D . .A IV N V -�M C 8' ..F U>tEt1ER , OprA.TL E -- NUaND E i4,_ It 7 1S.".ra I^;1;:14 S F NOTE 4 _CICS TI, 13 U L1. 1, REMOVE r-AVLklL.NT AND BASE:.MATERIALS 90RA DISTANCE 2 ALLJ014TS 9E—.N—LFN THE CQNE, ADJUSTMENT RIS4S, WHICH 15 EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND PRANIE SHILL- BE GROUTED FEET. ADJUST CASTING FRAME TOPAVEMENT SJRFAC€ USING R'SER RINGS OR CONCRETE, BLOCKS PER STO PLAN 4 A.DJUSTVEIN"TOF THE FRA'VE TO GRADE SHALL BE 403.1. ACCOYPLISHE[iWITH A COMBINATION OF A0JUSTMENT RINGS, BRICKS AND h,+.ORTARONLY BRICKS SHALL BE 2 REPLACE FYCAVATEO MATERIAL WITH A WINIMLIV, OFS" CF STAGGERED TO CRFATE A RUNNkNG BOND OR 112 BOND THE CLASS `G'ASPHALTOR.TOADEPTH THAT 'S2"BELCINIHE USE Of -5-410 "ROHLBITO DOTTOV OF THE UIIP*ER ADJUSTMENT RING WR CHEVER IS GREATER OR AS APPROV17D BY THE ENGINUCR SID. PLAN 400.4 PtFBt,I WORTYPICAL UTILITY CE' VER ta��RaN�� r�►r.�'` DEPARTMENT ADJUSTMENT FOR Ar'x �1,� PA'MiIEMENT i��R OVERLAY Ulf BULIVIDLES -" 3 PLCS EQUALLY SPACED 121" APART ON 23 1116' t586:rvn� PTA B.C. (.SFF RFTdATt ) COVER & FRAME PROPERTY LINE POST BOLT SLOT �I PLAN VIEW � - - W8' HOLE E5' IIIA. (OPT'IOMAL) IN COMPLIANCE WITH CITY OF RENTON [835Yrv] � 1 1' (G? 131 T ElL;, (ALLEN HEAD) F� p LEST I 5'8"-11 X L SS 3/4' 6' CAP YMITE WTH THE WORD 'SEWER' STENCILED a FA - Y.` T7.. AR 400 Gi, APP `7C} A "'LAN F C1 i 4A A I D DR Y' AI D A' E R EN a -No NTS. 0 'TH f— A ,U I„STYE`aT RING .D . .A IV N V -�M C 8' ..F U>tEt1ER , OprA.TL E -- NUaND E i4,_ It 7 1S.".ra I^;1;:14 S F NOTE 4 _CICS TI, 13 U L1. 1, REMOVE r-AVLklL.NT AND BASE:.MATERIALS 90RA DISTANCE 2 ALLJ014TS 9E—.N—LFN THE CQNE, ADJUSTMENT RIS4S, WHICH 15 EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND PRANIE SHILL- BE GROUTED FEET. ADJUST CASTING FRAME TOPAVEMENT SJRFAC€ USING R'SER RINGS OR CONCRETE, BLOCKS PER STO PLAN 4 A.DJUSTVEIN"TOF THE FRA'VE TO GRADE SHALL BE 403.1. ACCOYPLISHE[iWITH A COMBINATION OF A0JUSTMENT RINGS, BRICKS AND h,+.ORTARONLY BRICKS SHALL BE 2 REPLACE FYCAVATEO MATERIAL WITH A WINIMLIV, OFS" CF STAGGERED TO CRFATE A RUNNkNG BOND OR 112 BOND THE CLASS `G'ASPHALTOR.TOADEPTH THAT 'S2"BELCINIHE USE Of -5-410 "ROHLBITO DOTTOV OF THE UIIP*ER ADJUSTMENT RING WR CHEVER IS GREATER OR AS APPROV17D BY THE ENGINUCR SID. PLAN 400.4 PtFBt,I WORTYPICAL UTILITY CE' VER ta��RaN�� r�►r.�'` DEPARTMENT ADJUSTMENT FOR Ar'x �1,� PA'MiIEMENT i��R OVERLAY Ulf BULIVIDLES -" 3 PLCS EQUALLY SPACED 121" APART ON 23 1116' t586:rvn� PTA B.C. (.SFF RFTdATt ) COVER & FRAME PROPERTY LINE POST BOLT SLOT �I PLAN VIEW � - - W8' HOLE E5' IIIA. (OPT'IOMAL) IN COMPLIANCE WITH CITY OF RENTON [835Yrv] � PERMISSIBLE CURB 1' (G? 131 T ElL;, (ALLEN HEAD) F� p LEST I 5'8"-11 X L SS 3/4' 6' CAP YMITE WTH THE WORD 'SEWER' STENCILED I � RUBBER W AaHER t1 WRAPPED AROI�NO THE STUD AND ...,e EXTENDED TO TIIE TCP OF' THE STUD. A STAND RDS ry I f� F22,14 nnj J u1 1-4 2(} I :59 A% TYP 1 F ACG OF CURB LIMIT - --- i� �- ;i GROUND LINE COVER SECTION VIEW -'� a ® 26 1r2' DIA LG 7 3pim l 25 1/4' 11A C6 4lmrnl 1 Ilya" F,�APRENE (6r,m) NA 12imml GASKET 1152 ml 117 j T 5/8, n 3r'2" 1114 CL I�f"Oj I C'lte,rrl~xl L:a�34r^rnJ 5/16' t E94mm7 34 118' Dili _ +� : • ill , C6+nm7 �I � CLalw+m71 fr viiyMMl GASKET GROOVE DETAIL 1867mnl NOTES_ FRAME SECTION YEW 1 ALL COVERS SHALL BE LOCKING L D PER EAST� T 'JC;kGAN IRON WORKS IN No. .371 Cl oR (:OUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEVrER„ OR WATER (`SPECIFY "WATER"), STD. PLAN - 401 .; PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT' DECEMBER 2008 RECESSED LIFT POCKET Lj 3/4°' LETTERING "SEWIR" © 1 iJSF.t"J RiJ' ry I 2) BOLT SC;. (ALLEN HEAD) L r� 5/z3" - 11 X 1,5 STAINLESS ¢! STEEL uu (? EF FIEF, PART 00-0981177 Li 10-12"° v % ,ASPHA ! 1•' �I _ � 1•G1�8' 2-1/4" 1 14'° { Encompass, CAST IRClvl RING AND COVLP Not to SGOie FRAME '-iii' fSiA\-lni!-ol? --- _--------- 45" (1/8) BEND OR DABLE PIPE MATERIAL AS SPECIFIED BY THE ENC WEER NGTi 1. H" AND 6" CI FAN -BLT RINGS AND C(SVLRS Oiv SLYtR MAINS SHALL RE EAST JORDAN ]RON WORKS, INC - Nm .3658 (PRODUCT NO, O03698C3) IOR APPROVED EQUAL, CILAN OUT SHML BE A WATER TiC;HT ASSEMBLY 2. IN UNIMPROVLD ARLAS. POUFS A V 0" THICK, 2'--0" SQUARE CONCRLT", CLASS 3000, PAD AROUND THE RNG AND COVER. Western Washington Division 165 NE Juniper Street, Suite 201 - issaQuah, WA 98027 ■ Phone: (425) 392-0250 - Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street - Cle Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 STD, PLAN - 403.1 +may PUauc WORKS 8" OR 6" CLEANOUT pP,PROVED 71 DEPARTMENT FOR SANITARY SEWER. MAiN . a+N r Wa+#va+e "p,.MEs U se 3 38285 2 rs 1 `�jCNAL � a NO. MYLAR SUBMITTAL REVISED PER CITY REVIEW REVISED PER CITY REVIEW REVISION BEL)DINC rOR SANITARY SEWER 111PE q=- 1. TT, PROVIDE UNIFDRM SUPPORT UNDER BARREL, 2. HAND °•RIFF' UNDER IHALNCHES, 3.. COMPACT BEDDINC MATERIAL TO 957. MAX- DCNSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4, PIPE iNSTALLAA;TION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 6, PIPE ZONE: MATERIAL SHALL BE PER SECTION 9-0312(3)` OF THE` STANDARD SPECIFICATIONS OR PEA GRAVEL. E" PIPE MUST BE ANCHORED IN SUCH A MA,'NNEiR AS TO ENSURE FLOW LINE IS MAINTAINED - 7. "REr'i+La l TRENCH WIDTH SHALL HE PER SECTION 2^-09.4 OF TAE STANDARD SPECII-ICATICtNS_ P'UBI.IC WORKS DEPARTMENT PIPE BEDDiNG FOR SANITARY SEDERS STD, PIAN -- 405 LATE EX. SEWER IMNN SPOOL (LENGTH AS NEEDED, E" SEWER STUDE SEIAETI MAIN TEE X 5" T^E s COUPLING (TYR) 6'it6'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 003675032 OR APPROVED EQUAL, SnCCIFY 'SeW--R" ON LID), (SEE STJ, PLAN 403.1 FOR INSTALLAT1t7N) o u JM EAGLE THREADED CLEAN-CUT ADAPTER HUB L- ) SEND AS -' & PLUG (09 A"PROVED EQUAL) REQUIRED EASTINC SANITARY SEMr--R MAIN —2.0r.. MIN. Sl -CPE m,�FUTURE 4' S€L"E SEWER 4i '`-6®y SEWER STUB 5'X6'X$' FUTURE 6"x 4'" REDUCER �'SEWEF MAIN SIZE 2C 6"' TEE �.�` �'��(� PRU��,1� t=om 'ern �`w*•'Pt-n�tN�?I�,`i�_L!"..EISi�T�i�,:.S�!�I�.�tRLt� A, V1TR TIED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING 'STRCNG-BACK" FLEXIBLE COUPLINGS (FERNGO OR APPROVED EQUAL). 8. CONCRETE MAIN - CUT IN A NEW PVC "TFE' USING '"STRONG -BACK" rLEABLE CCUPLINCa (FERNCO OR APPROVED EQUAL). C. PVC k C900 PVC MAIN -- CUT IN NEW TFE USING RIGID COUPLING'S OR CORE -DRILLED WIT11 A ROVAC SADDLC (OR APPROV-70 E�,UA.), D, DUCTILE IRON MAIN - CORE -DRILLED WITH A RDVIAC SADDLE (Or? APPROVED EQ'JAQ E. MANHOLE CONNEC77,01N - ALL. CONNECTiONS TCI MANhfQLES SHALL BE AT MANUFACTURED KNOCK -CUTS CIT THE STRUCTURE SHALL BE CORE -DRILLED. 3000 PSi Mix f y ,�' O�� CLiNCRET� f �s �,�.1 G+L. LfLCGKihiG !! ��r '' ;1c� ,���y- 2� MIN SILO E HORIZONTAL 6". TEE SEWER ISE—W-.,R MIN. MAIN MtiN CONCRETE Bt CaOKiNG A-NULE OF TEE A.T CAIN VLfftE.N_ 15' AS?� TYP AI SUE SEKE Nt3TF": 'SINLESS 0114ERWiSL SHOWN CN PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' GOV-.R AT PROPERTY iUw OR 3-5' LOWER TFIAN TI -E LOWEST HOUSE ELEVATION. W -i CHEVER IS LOWER., STANDARD SIDE SEWER STD. PLAN - 06.1 s A PR VED; : PUBLIC WORKS INSTALLATION OLi`ARTMENT (SEWER MAID TO PROPERTY LiNE)aATf �" R=3 90112 FACE OF^� BEAM GUARDRAIL TYPE 31 -r NOTES BARRIER �,� 3 1112" 6-3' 6-3 6-3 SHOULDER W - SEE TABLE - -- -- -- - _-- 1. Refer to Standard Plans C•i and C -ib for -< additional details not shown on this plan. 6 x 12 BLOCKOUT 12- 6 x 8 TIMBER POST. OR _. .._ ..... -._ (SEE NOTES 3 & 4) -'�. TACTUAL >" _-. W6 x 8.5 OR V*x 9 2- Extend Shoulder pavement to provide a base for the extruded curb. See Contract Plans for exceptions to I / STEEL POST (SEE NOTES 1 & 5) distances Shown. MID SPAN ,-- GROUND LINE SPLICE 3. Use a single block or combination of blocks (no more than two (2) to achieve the actual 12" (in) offset See ♦- ti til Standard Specification 9.16.3(2). Wood blocks N T TYPICAL ELEVATION shall be secured to the posts with anti -rotation nails, If combination blocks are used, the adjacent blocks shall be toenailed with two 16d galvanized nails to GROUND LINE 13`-61r2" prevent block rotation. HINGEPOIWT 4 114'. w 3'- 1 1;2 ._-._ ,. _... 6 . g"._ _ 3'.- 1 "!2 .I 4. Wood blocks are shown. Blocks of an approved - -- -----1i r SLOPE ^ (TMP) 4 114" SYMMETRICAL alternative material may be used. See Standard 4 SEE TABLE ` (TYR) ABOUT J Specification 9-16.3(2 . w�Y- - :__ __ _ 5. All postsfor any standard barrier run shall be of the ® _m p^. T same type: timber or steel, a TYPICAL SECTION - WITHOUT CURB - ` $ - Q" LONG Pasrsy 2' MRSLOPE 1 EMBANKMENT TABLE L . LL W(FT) y RAIL ELEMENT 3r4'• {INi x 2 1:z° (IN} TYPICAL RAIL ELEMENT SLOPE . fr SLOT (TYP.) .-... _. 3H "V OR FLATTER " 2 5 MIN. 1 3116" 6 x 12 BLOCKOUT STEEPER THAN 2H: 1V : (SEE NOTE 4) QUA `.y; } OL 114" IN DIAM. HE FOR -. 1, (TYP) BUT NOT 4 0' MIN. •'1" r`F� STEEPER THAN IH IV 1%f � ANTI -ROTATION 16d NAIL �, ANTI -ROTATION t 6 x 8 TIMBER POST OR { (TYP.) NAIL `69 (TYP.) 518" (IN) RECESSED sr VV6 x 8 5 OR VV6 x 9 STEEL ! i HLX NUT (TYP.} - r POST (SEE NOTES 1 & 5) 't 'a W6 x 8 5 x 6 (FT) OR Vv6 x 9 x 6 (P T) LONG / 6 x 12 BLOCKOUT (TYP } ;�'-: f • i (SLL NOTLSSTFFL1 & 5)�` . r r�`' (SEE NOTE 3) 1 518' (IN) x 14' (IN) BJTTON HEAD BOLT I` WITH 7:32" (IN)OVAL GRIP AND -" "`. 314 (IN) DIAM. HOLE THROUGH BLOCK -�- - FOR STEEL POST ATTACHMENT CUT WASHER {TYP } - ANTI -ROTATION o �� RECESSED HEX NUT' (TYP.) NA L 16c (TYP) HE" D B x T (IN) BUTTON 51$` IfN) RLCk:SSED HEAD BOLT WITH 7132" (IN) PLAN VIEW 314" (IM DIAM HOLE 314' (IN) DIAM. HOLE FOR BUTTON �� HEX NUT (TYP.) , OVAL GRIP AND RECESSED THROUGH BLOCK _ HFAD BOLT {TYP) ~` STEEL POST HEX NUT (TYR) 'vr %� P.} FOR TIMBFR POST ATTACHMENT -s. (SEE NOTE 3; WOOD BLOCK 6 x e x 6' iFr) LONG FACE OF _ .__., ( TIMBFR POST ti BARRIER :,,-I (SEE NOTES 1 & 5) v� SHOULULR :�- W -SEE TABLE �6Fi51tA�jr (SEE NOTE 3) , 6X 12 BLOCKOUT ( f 12 6 x 8 TIMBER POST OR (SFE NOTE 4i7 ACTUAL Y* x 8.5 OR VV6 x 9 STEEL A . j.._...-. i POST (SEE NOTES 1 & 5) 27 111" 3 315' PLAN SPLICE 13OLT ° SLOT {PYP.) 2w3r X 1 118" 314"x2412"' PROPERTY LINE POST BOLT SLOT �I � - - W8' HOLE F• F'r ':�'� is (OPT'IOMAL) IN COMPLIANCE WITH CITY OF RENTON PERMISSIBLE CURB 1 FUTURE 4" SIDE SEWER F� p Flo ,� ``tL 2"x 4" STUD MARKING POST PANTED 6' CAP YMITE WTH THE WORD 'SEWER' STENCILED I RE iN 3" HIGH BLACK LETTERS AND #6 WERE (SEE NOTE 3)- WRAPPED AROI�NO THE STUD AND ...,e EXTENDED TO TIIE TCP OF' THE STUD. A STAND RDS ry I 6'it6'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 003675032 OR APPROVED EQUAL, SnCCIFY 'SeW--R" ON LID), (SEE STJ, PLAN 403.1 FOR INSTALLAT1t7N) o u JM EAGLE THREADED CLEAN-CUT ADAPTER HUB L- ) SEND AS -' & PLUG (09 A"PROVED EQUAL) REQUIRED EASTINC SANITARY SEMr--R MAIN —2.0r.. MIN. Sl -CPE m,�FUTURE 4' S€L"E SEWER 4i '`-6®y SEWER STUB 5'X6'X$' FUTURE 6"x 4'" REDUCER �'SEWEF MAIN SIZE 2C 6"' TEE �.�` �'��(� PRU��,1� t=om 'ern �`w*•'Pt-n�tN�?I�,`i�_L!"..EISi�T�i�,:.S�!�I�.�tRLt� A, V1TR TIED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING 'STRCNG-BACK" FLEXIBLE COUPLINGS (FERNGO OR APPROVED EQUAL). 8. CONCRETE MAIN - CUT IN A NEW PVC "TFE' USING '"STRONG -BACK" rLEABLE CCUPLINCa (FERNCO OR APPROVED EQUAL). C. PVC k C900 PVC MAIN -- CUT IN NEW TFE USING RIGID COUPLING'S OR CORE -DRILLED WIT11 A ROVAC SADDLC (OR APPROV-70 E�,UA.), D, DUCTILE IRON MAIN - CORE -DRILLED WITH A RDVIAC SADDLE (Or? APPROVED EQ'JAQ E. MANHOLE CONNEC77,01N - ALL. CONNECTiONS TCI MANhfQLES SHALL BE AT MANUFACTURED KNOCK -CUTS CIT THE STRUCTURE SHALL BE CORE -DRILLED. 3000 PSi Mix f y ,�' O�� CLiNCRET� f �s �,�.1 G+L. LfLCGKihiG !! ��r '' ;1c� ,���y- 2� MIN SILO E HORIZONTAL 6". TEE SEWER ISE—W-.,R MIN. MAIN MtiN CONCRETE Bt CaOKiNG A-NULE OF TEE A.T CAIN VLfftE.N_ 15' AS?� TYP AI SUE SEKE Nt3TF": 'SINLESS 0114ERWiSL SHOWN CN PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' GOV-.R AT PROPERTY iUw OR 3-5' LOWER TFIAN TI -E LOWEST HOUSE ELEVATION. W -i CHEVER IS LOWER., STANDARD SIDE SEWER STD. PLAN - 06.1 s A PR VED; : PUBLIC WORKS INSTALLATION OLi`ARTMENT (SEWER MAID TO PROPERTY LiNE)aATf �" R=3 90112 FACE OF^� BEAM GUARDRAIL TYPE 31 -r NOTES BARRIER �,� 3 1112" 6-3' 6-3 6-3 SHOULDER W - SEE TABLE - -- -- -- - _-- 1. Refer to Standard Plans C•i and C -ib for -< additional details not shown on this plan. 6 x 12 BLOCKOUT 12- 6 x 8 TIMBER POST. OR _. .._ ..... -._ (SEE NOTES 3 & 4) -'�. TACTUAL >" _-. W6 x 8.5 OR V*x 9 2- Extend Shoulder pavement to provide a base for the extruded curb. See Contract Plans for exceptions to I / STEEL POST (SEE NOTES 1 & 5) distances Shown. MID SPAN ,-- GROUND LINE SPLICE 3. Use a single block or combination of blocks (no more than two (2) to achieve the actual 12" (in) offset See ♦- ti til Standard Specification 9.16.3(2). Wood blocks N T TYPICAL ELEVATION shall be secured to the posts with anti -rotation nails, If combination blocks are used, the adjacent blocks shall be toenailed with two 16d galvanized nails to GROUND LINE 13`-61r2" prevent block rotation. HINGEPOIWT 4 114'. w 3'- 1 1;2 ._-._ ,. _... 6 . g"._ _ 3'.- 1 "!2 .I 4. Wood blocks are shown. Blocks of an approved - -- -----1i r SLOPE ^ (TMP) 4 114" SYMMETRICAL alternative material may be used. See Standard 4 SEE TABLE ` (TYR) ABOUT J Specification 9-16.3(2 . w�Y- - :__ __ _ 5. All postsfor any standard barrier run shall be of the ® _m p^. T same type: timber or steel, a TYPICAL SECTION - WITHOUT CURB - ` $ - Q" LONG Pasrsy 2' MRSLOPE 1 EMBANKMENT TABLE L . LL W(FT) y RAIL ELEMENT 3r4'• {INi x 2 1:z° (IN} TYPICAL RAIL ELEMENT SLOPE . fr SLOT (TYP.) .-... _. 3H "V OR FLATTER " 2 5 MIN. 1 3116" 6 x 12 BLOCKOUT STEEPER THAN 2H: 1V : (SEE NOTE 4) QUA `.y; } OL 114" IN DIAM. HE FOR -. 1, (TYP) BUT NOT 4 0' MIN. •'1" r`F� STEEPER THAN IH IV 1%f � ANTI -ROTATION 16d NAIL �, ANTI -ROTATION t 6 x 8 TIMBER POST OR { (TYP.) NAIL `69 (TYP.) 518" (IN) RECESSED sr VV6 x 8 5 OR VV6 x 9 STEEL ! i HLX NUT (TYP.} - r POST (SEE NOTES 1 & 5) 't 'a W6 x 8 5 x 6 (FT) OR Vv6 x 9 x 6 (P T) LONG / 6 x 12 BLOCKOUT (TYP } ;�'-: f • i (SLL NOTLSSTFFL1 & 5)�` . r r�`' (SEE NOTE 3) 1 518' (IN) x 14' (IN) BJTTON HEAD BOLT I` WITH 7:32" (IN)OVAL GRIP AND -" "`. 314 (IN) DIAM. HOLE THROUGH BLOCK -�- - FOR STEEL POST ATTACHMENT CUT WASHER {TYP } - ANTI -ROTATION o �� RECESSED HEX NUT' (TYP.) NA L 16c (TYP) HE" D B x T (IN) BUTTON 51$` IfN) RLCk:SSED HEAD BOLT WITH 7132" (IN) PLAN VIEW 314" (IM DIAM HOLE 314' (IN) DIAM. HOLE FOR BUTTON �� HEX NUT (TYP.) , OVAL GRIP AND RECESSED THROUGH BLOCK _ HFAD BOLT {TYP) ~` STEEL POST HEX NUT (TYR) 'vr %� P.} FOR TIMBFR POST ATTACHMENT -s. (SEE NOTE 3; WOOD BLOCK 6 x e x 6' iFr) LONG FACE OF _ .__., ( TIMBFR POST ti BARRIER :,,-I (SEE NOTES 1 & 5) v� SHOULULR :�- W -SEE TABLE �6Fi51tA�jr (SEE NOTE 3) , 6X 12 BLOCKOUT ( f 12 6 x 8 TIMBER POST OR (SFE NOTE 4i7 ACTUAL Y* x 8.5 OR VV6 x 9 STEEL A . j.._...-. i POST (SEE NOTES 1 & 5) 27 111" 3 315' PLAN SPLICE 13OLT ° SLOT {PYP.) 2w3r X 1 118" 314"x2412"' � POST BOLT SLOT �I � - - W8' HOLE F• F'r ':�'� is (OPT'IOMAL) IN COMPLIANCE WITH CITY OF RENTON PERMISSIBLE CURB F� p Flo ,� ``tL I E I Q -- r= I PLACFMFNTAREA �' i (SLL NOTE 2) 4114'--/ 4 114" (SEE NOTE 3)- ELEVATION GUARDRAIL END SECTIONS ......� � � i '.. C=. ,: F• F'r ':�'� is IN COMPLIANCE WITH CITY OF RENTON PERMISSIBLE CURB p Flo ,� ``tL Q -- r= I PLACFMFNTAREA �' i (SLL NOTE 2) (SEE NOTE 3)- +' A STAND RDS ry I J u1 1-4 2(} I :59 A% 1 F ACG OF CURB LIMIT - --- i� �- ;i GROUND LINE 6 x $TIMBER POST OR w6 x 8,5 OR W5 x 9 (TYP) STLLL POST P -'� `. ; . 516 (IN). 22" (IN; BUTTON HEAD BOLT ' WITH 7132" IN OVAL GRIP AND BEAM GUARDRAIL TYPE 31 . ............ RAIL ELEMENT RECESSED HLX NUT (TYP.) BY: Date: •. 8 .` .-- HINGEPOINT mrd.. , (TYP) STANDARD PLAN C-20.10-03 ^ `_-_ — - ' �,•. _ SLOPE- � ?' SEE TABLE ', SHEET 1 OF 1 SHEET „ 1 APPROVFD FOR PUBLICATION i LI' BY: Date. ELEVATION VIEW 518" (IN; x 1 114' (IN) BUTTON HEAD BOLT ISOMETRIC VIEW v 4 TYPICAL SECTION WITH CURB WITH 7132" (IN) OVAL GRIP (TYP) o aitur.. ry cneee +�► (6' - 0' LONG POSTS) AND RECESSED HEX NUTS - FIGHT (8) RF(1UIRF0 PFR SPLICE w.�h ng+a Smla Qapo*rmanl of i n:va».4on •!/ I Cl e. BY: Date: SURVEYED: SCALE: DATE, NAD HORIZONfIAL- D1983/1991 4► MONTEREY MEADOWS PLAT 7-13-16 DESIGNED: N/A - C i TY OF FIE BCS 8/16 BCS DRAWN: TJR "L REFI TON U16-001683 pGLEoeooK.N N/A A BCS 7/16 BCS BCS I ONE INCDATUM DRAWING NO: BCS 6/16 BCS CHECKED: H TJR AT FULL SCALE Planning/Building/Public Works Dept. DETAILS 136901 IF NOT ONE INCH BY DATE APPR APPROVED:SCALE ACCORDINGLY SHEET: TJR 1 4 OF* z cc �2 z z 0 z 0 2 0. 0 9 �2 < 7- A )IIII, CUR13 RAMP WIDTH 4'- YMIN. LANDING TO MATCH CURB RAMP WDTH - SEE CONTRACT PLANsS W if LL I ANDING GRADL ORLAK LANDING SEE CONTRACT PLANS - CURB RAMP GRADE BREAK 4' D" MIN. CEMENT CONCRETE SIDEWALK - SEE CONTRACT PLANS - SEE NOTES 4' - 0" MIN, PROVIr)F SMOOTH CEMENT CONCRETE TRANSITION TO SIDEWAI. K SIDEWALK - SEE NOTE 5 SEE CONTRACT PLANS (TYP.) 4'- 0' MIN. <-. 2-0 MAX 3[8" EXPANSION FLARE IT'YP,) CURB RAMP - --------- STANDARD PLAN F-30.10 JOINT (TYP.) - SEE - ---------- &S" EXPANSION JOINT (TYP 5FF ------ STANDARD PLAN F-30.11? GRADF BREAK TRANSITION TO SIDFWAI % K BUFFFR, IF Y N�"'14, I FRIESEN 1, OR 10 BACK OF, CURB (TYP.) - GRADL BRLAK SFF CONTRAG T PIA NS -M MAx. CURB, OR CURB AND GUTTER - CUPS'' OR CURB SEE NOTE 4 AND GUTTER - DIL I LC I`ABLL WARNING SU RF ACL - SEE NOTE 4 i:F STANDARD PLAN F-45-10 FACE OF CURB FACE OF CUR13 MEASURED PARALLEL DEPRESSED CURB AND GUTTER TO CURB (TYP-) CROSSVVAI K SEE NOTE 4 NS EDGE LINE HALF MARKER U2 MILE INTERVAL) 7777 EDGE I'll FULL MARKER (I MILE INTERVAL) AERIAL SURVEILLANCE MARKERS GENERAL NOTE See contract for location and material requirements. CROSS CULVERT CENTERLINE OF EDGE LINE ANGLE OF CROSS CULVERT CROSS CULVERT CTYP, EDGE LINE CATCH BASIN OR GRATEINLET DRAINAGE MARKING USE TYPICAL SET FOR SHOULDERS WIDER THAN 4' SEE NOTE 2 7777' SEE NOTE 1 CROSSWALK V MAX. I'FOR 4SHOULOERS 7 FOR WIDER SHOULDERS SEE NOTE 2 NOTES 1, For skewed crosswalks, position the lines parallel to the traffic lane. 2. Install Crosswalk Line in shoulder area only when adjacent to sidewalk or separate walkway. NOTES CURB RAMP WO I H 4' X MIN. 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. USE 8" LINE FOR SHOULDERS Curb Ramp location shall be placed within the width of the associated iJ Crosswalk or as shown in the Contract Plans. d 41- GRADE BREAK NO WIDER THAN 4' FONT-FHWA C200EX + LANE Sol= SEE NOTE 2 PAVEMENT MARKINGS Verify DATE 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- STANDARD PLAN H4c LOCAL AGENCY OPTIONAL PATTERN SHEET 2 OF 3 SHEETS CROSSWALK LINES tz Landing STANDARD PLANS 4 - WMIN. 4. See the Contract Plans for the curb design specified. See Standard Plan LAST DATE: 06/24/2002 X' .5 SPPAGE H009.1 -7 I/ 5. See Standard Plan F -30.10 for Cement Concrete Sidewalk details. lh a0 L%1 0 ZW 6, The Bid Item "Cement Concrete Curb Ramp Type does not include -"ffiT ....... the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalk, CEMENT CONCRETE PEDESTRIAN CUREI - SEE SM DWG P G -2C50-03 F(i OSi INST91ATION DU, SEE NOTE 4 11,10i SME'R . ..... . . ........ T RADItIS 1.5 ........... to steep grades. When applying the 15 -foot maximum length, the running SEE STANDARD PLAN F-45.10 slope of the Curb Ramp shall as flat as feasible, DEPRESSED CURB AND GUTTER C CROSSWALK Standard Specirications 8-14. %0 Do -n 0 1�2) t�� ;0 F 0 M .4 z 0 Z4 6 P 0 NOTES: M 0 z 1. SIGNS SHALL BE WHITE LETTERING ON GREEN ;0 of BACKGROUND WITH A 0.3" BORDER, DOUBLE r - z afn SIDED. (MD to M2. SIGN BLADE SHALL BE 8" EXTRUDED ALUMINUM, TREATED, 0.080 GAUGE. r7' \JI -9 n 3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY 4. PRISMATIC OR APPROVED EQUAL. LETTERING SHALL BE CUR FROM 3M > .0 ELECTROCUT (EC) FILM SERIES 1170 OR 0 0 APPROVED EQUAL TYPICAL INSTALLATION �0 5. FONT SHALL BE FHWA C2000EX UPPER AND LOWER CASE PER SECTION 2D.43 OF THE M.U.T.C.D. 6. POST SHALL BE MINIMUM OF 2"X2" SQUARE TUBE. SEE STANDARD DETAIL G008.3 FOR INSTALLATION DETAILS. cc ISI A )IIII, CUR13 RAMP WIDTH 4'- YMIN. LANDING TO MATCH CURB RAMP WDTH - SEE CONTRACT PLANsS W if LL I ANDING GRADL ORLAK LANDING SEE CONTRACT PLANS - CURB RAMP GRADE BREAK 4' D" MIN. CEMENT CONCRETE SIDEWALK - SEE CONTRACT PLANS - SEE NOTES 4' - 0" MIN, PROVIr)F SMOOTH CEMENT CONCRETE TRANSITION TO SIDEWAI. K SIDEWALK - SEE NOTE 5 SEE CONTRACT PLANS (TYP.) 4'- 0' MIN. <-. 2-0 MAX 3[8" EXPANSION FLARE IT'YP,) CURB RAMP - --------- STANDARD PLAN F-30.10 JOINT (TYP.) - SEE - ---------- &S" EXPANSION JOINT (TYP 5FF ------ STANDARD PLAN F-30.11? GRADF BREAK TRANSITION TO SIDFWAI % K BUFFFR, IF Y N�"'14, I FRIESEN 1, OR 10 BACK OF, CURB (TYP.) - GRADL BRLAK SFF CONTRAG T PIA NS -M MAx. CURB, OR CURB AND GUTTER - CUPS'' OR CURB SEE NOTE 4 AND GUTTER - DIL I LC I`ABLL WARNING SU RF ACL - SEE NOTE 4 i:F STANDARD PLAN F-45-10 FACE OF CURB FACE OF CUR13 MEASURED PARALLEL DEPRESSED CURB AND GUTTER TO CURB (TYP-) CROSSVVAI K SEE NOTE 4 NS EDGE LINE HALF MARKER U2 MILE INTERVAL) 7777 EDGE I'll FULL MARKER (I MILE INTERVAL) AERIAL SURVEILLANCE MARKERS GENERAL NOTE See contract for location and material requirements. CROSS CULVERT CENTERLINE OF EDGE LINE ANGLE OF CROSS CULVERT CROSS CULVERT CTYP, EDGE LINE CATCH BASIN OR GRATEINLET DRAINAGE MARKING USE TYPICAL SET FOR SHOULDERS WIDER THAN 4' SEE NOTE 2 7777' SEE NOTE 1 CROSSWALK V MAX. I'FOR 4SHOULOERS 7 FOR WIDER SHOULDERS SEE NOTE 2 NOTES 1, For skewed crosswalks, position the lines parallel to the traffic lane. 2. Install Crosswalk Line in shoulder area only when adjacent to sidewalk or separate walkway. PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DFTFCTABI E WARNING SURFACE - (SHOWN WITH BUFFER) SLE. STANDARD PLAN F-46.10 4'- 0' MIN -RADE BREAK 15* - 0" MAX.MAk r v SEE CONTRACT PLANS SEE NOTE 7 SLOPE TREATMENT - COUNTER 5 LOPE - I SSE STANDARD PLAN F-30.10 CPADF ARFAK 60% MAX 2.0% MAX fr 6- 3% MAX TOP OF ROADWAY IANDING CURB RAMP SECTION DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRETE DETECTABLE WARNING SURFACE - PEDESTRIAN CURB - SEE STANDARD PLAN F-45.10 -'V. SEE NOTE 4 .2 . - . 11- '. . , 3" R DEE NES CURB AND GUTTER SEE NOTE 4 CEMENT CONCRETE CURB RAMP "TYPE MIT - ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 a Phone: (425) 392-0250 - Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street - Cie Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 CEMENT CONCRETE CURB a AND GUTTER - SEE NOTE 4 a Q CURB RADIUS DETAIL 4 OF A WA SE j 0 .0 3 38285 2 ONAL \\V NO. ISOMETRIC VIEW 'rYPr= PERPENDICULAR 8 PAY LIMIT MYLAR SUBMITTAL REVISED PER CITY REVIEW REVISED PER CITY REVIEW REVISION 0 14-163 NOTES CURB RAMP WO I H 4' X MIN. 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. USE 8" LINE FOR SHOULDERS Curb Ramp location shall be placed within the width of the associated iJ Crosswalk or as shown in the Contract Plans. d 41- GRADE BREAK NO WIDER THAN 4' 111 VE LANE Sol= SEE NOTE 2 PAVEMENT MARKINGS SHEET I OF I SHEET DATE 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- STANDARD PLAN H4c LOCAL AGENCY OPTIONAL PATTERN SHEET 2 OF 3 SHEETS CROSSWALK LINES ADOPTED CITY OF RENTON Landing STANDARD PLANS 4 - WMIN. 4. See the Contract Plans for the curb design specified. See Standard Plan LAST DATE: 06/24/2002 F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and CURB RAMP DEPTH (TYP.) SPPAGE H009.1 PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DFTFCTABI E WARNING SURFACE - (SHOWN WITH BUFFER) SLE. STANDARD PLAN F-46.10 4'- 0' MIN -RADE BREAK 15* - 0" MAX.MAk r v SEE CONTRACT PLANS SEE NOTE 7 SLOPE TREATMENT - COUNTER 5 LOPE - I SSE STANDARD PLAN F-30.10 CPADF ARFAK 60% MAX 2.0% MAX fr 6- 3% MAX TOP OF ROADWAY IANDING CURB RAMP SECTION DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRETE DETECTABLE WARNING SURFACE - PEDESTRIAN CURB - SEE STANDARD PLAN F-45.10 -'V. SEE NOTE 4 .2 . - . 11- '. . , 3" R DEE NES CURB AND GUTTER SEE NOTE 4 CEMENT CONCRETE CURB RAMP "TYPE MIT - ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 a Phone: (425) 392-0250 - Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street - Cie Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 CEMENT CONCRETE CURB a AND GUTTER - SEE NOTE 4 a Q CURB RADIUS DETAIL 4 OF A WA SE j 0 .0 3 38285 2 ONAL \\V NO. ISOMETRIC VIEW 'rYPr= PERPENDICULAR 8 PAY LIMIT MYLAR SUBMITTAL REVISED PER CITY REVIEW REVISED PER CITY REVIEW REVISION 0 14-163 NOTES CURB RAMP WO I H 4' X MIN. 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. LANDING TO MATCH CURB RAMP WIDIM - SLL CON] RACr PLANS Curb Ramp location shall be placed within the width of the associated iJ Crosswalk or as shown in the Contract Plans. d 41- GRADE BREAK 2, Where "GRADE SREAWis called out, the entire length of the grade 111 PERPENDICULAR break between the two adjacent surface planes shall be flush. CURB RAMP BCS STANDARD PLAN F-40.15-02 SHEET I OF I SHEET DATE 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- APPROVED: TJR Pasco Bakotich Ill 6120113 1 nances in front of the Cut Ramp or an any part of the Curb Ramp or SEE CONTRACT P1 ANS - MIN Landing 2.00A mAx 4 - WMIN. 4. See the Contract Plans for the curb design specified. See Standard Plan Olaf I ER VVIDTH - MATCH TO F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and CURB RAMP DEPTH (TYP.) Pedestrian Curb details. 1 I/ 5. See Standard Plan F -30.10 for Cement Concrete Sidewalk details. See Contraut Plans for width and placement of sidewalk, 6, The Bid Item "Cement Concrete Curb Ramp Type does not include -"ffiT ....... the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalk, CEMENT CONCRETE PEDESTRIAN CUREI - 7, The Curb Ramp maximum running slope shall not require the ramp length SEE NOTE 4 to exceed 115 -feet to avoid chasing the slope indefinitely when connecting DETECTABLE WARNINU SURFACE - to steep grades. When applying the 15 -foot maximum length, the running SEE STANDARD PLAN F-45.10 slope of the Curb Ramp shall as flat as feasible, DEPRESSED CURB AND GUTTER 6, Curb Ramp, Landing, and Flares shall receive broom finish. See CROSSWALK Standard Specirications 8-14. LEGEND SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DFTFCTABI E WARNING SURFACE - (SHOWN WITH BUFFER) SLE. STANDARD PLAN F-46.10 4'- 0' MIN -RADE BREAK 15* - 0" MAX.MAk r v SEE CONTRACT PLANS SEE NOTE 7 SLOPE TREATMENT - COUNTER 5 LOPE - I SSE STANDARD PLAN F-30.10 CPADF ARFAK 60% MAX 2.0% MAX fr 6- 3% MAX TOP OF ROADWAY IANDING CURB RAMP SECTION DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRETE DETECTABLE WARNING SURFACE - PEDESTRIAN CURB - SEE STANDARD PLAN F-45.10 -'V. SEE NOTE 4 .2 . - . 11- '. . , 3" R DEE NES CURB AND GUTTER SEE NOTE 4 CEMENT CONCRETE CURB RAMP "TYPE MIT - ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 a Phone: (425) 392-0250 - Fax: (425) 391-3055 Eastern Washington Division 108 East 2nd Street - Cie Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 CEMENT CONCRETE CURB a AND GUTTER - SEE NOTE 4 a Q CURB RADIUS DETAIL 4 OF A WA SE j 0 .0 3 38285 2 ONAL \\V NO. ISOMETRIC VIEW 'rYPr= PERPENDICULAR 8 PAY LIMIT MYLAR SUBMITTAL REVISED PER CITY REVIEW REVISED PER CITY REVIEW REVISION 0 14-163 7-InL *e SURVEYED: 1 - - - + L2 N A L DESIGNED*. TIR - BCS 8/16 BCS BCS 7/16 111 PERPENDICULAR BCS CURB RAMP BCS STANDARD PLAN F-40.15-02 SHEET I OF I SHEET DATE APPROVED FOR PLIBI ICATION APPROVED: TJR Pasco Bakotich Ill 6120113 1 Waslnimgton State Deportenontof7ronsporlotion T70 V-41' Z7 "MAX. MIN. 5'-47'CLEAQ WI 7-InL SURVEYED: 1 - - - + PROVIDED W17171-11 N.Df- F V DESIGNED*. TIR - BCS 8/16 BCS BCS 7/16 BCS DI: BCS BCS 6/16 BCS CHECKED: TJR BY DATE APPR APPROVED: TJR V-41' Z7 "MAX. MIN. 5'-47'CLEAQ WI 7-InL ON PED155TAL + PROVIDED W17171-11 N.Df- F V aU. UNIT. -:--MC)Wr ----PLAMTIWG '5rl2IMG VVIOTW -PL AN HR -06 SP PAGE: H026 J lummom 01 V-41' Z7 "MAX. MIN. 5'-47'CLEAQ WI A�JCI-102 604:T 3/25" x FULL DEFTIL-I C-5.0 PEDE5TAL -$/e;* x FULL DE Tr-EMPLATE.. EAFAMe)IOM JOIN?'. PTP _ 7 F EXPANSION 7-InL ON PED155TAL + PROVIDED W17171-11 N.Df- F V aU. UNIT. -:--MC)Wr ----PLAMTIWG '5rl2IMG VVIOTW -PL AN HR -06 SP PAGE: H026 J 0 TO VARIABLE A�JCI-102 604:T 3/25" x FULL DEFTIL-I C-5.0 PEDE5TAL -$/e;* x FULL DE Tr-EMPLATE.. EAFAMe)IOM JOIN?'. PTP _ 7 F EXPANSION 7-InL CITY OF RENTON + STANDARD PLANS 4jR LST DATE: 1 -Aug -87 DWG NAME: HR -06 SP PAGE: H026 FROM VI EW NJOTE5 `15.U. INCLUDING 1, IN5TALLATION OF RD.C. CONSTIZUTION OF 566E WILL DT! PVHI�-- 5Y U.15. F0:57AL- 5F -2 -VICE. WAL K- -J I, - co" SIDE VIEW MF-IC2P50QPQQQ OELIVE AM Q COL -00W 5OX UNIT VV (SEE NOTE 7) LIMITS (,)E- PIPE ZONE 7 -77771-,----- 'T OR BEDDING MATERIAL F SANITARY SEWER PIPE - .1, /', - -1 O,D� OF PIPL (SEE NOTE 5' -OJNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE Q 1 �17 <' 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND -AVP UNDER HAUNCHES. 3. COMPACT aEDE)INC MATERIAL 70 95% mAx. DENSITY EXCEPT DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. PIPF fNSTALLATIDN SHALL BE PER SECTION 7-08 OF THE STANI) , ARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF 'THE STANDARD 5PECIFICATIONS OR "PEA GRAVEL. 6. PIP[ MUST BE ANCHORED IN SUCH A VANNER AS TO ENSURE FLOW LINE IS MAINTAINED - 7, TRFNCH WIDTH SHALL HE PER SECTION 2-014 OF 7-47 STANDARD SPECK ICATIDNS. SCALE: N/A ONE INCH AT FULL SCALE IF NOT DNE INCH SCALE ACCORDINGLY PIPE BEDDING FOR SANITARY SEWERS VEWICAU NAVD 1988 HDRIZONTAU NAD 1983/1991 DATUM STD. PLAN - 405 tR CITY OF RENTON ' 'A Planning/Building/Public Works Dept. U.S.P.O. Neighborhood Delivery arid Collection Box Unit (Mailbox) Installation R-390113 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: DATE., MONTEREY MEADOWS PLAT 7-13-16 FIELDBO U1 6-001683 PAGE: OK: N/A N/A DRAWING NO: DETAILS 136901 SHEET: OR 15 26 ADOTTED CITY OF RENTON + STANDARD PLANS 4jR LST DATE: 1 -Aug -87 DWG NAME: HR -06 SP PAGE: H026 R-390113 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: DATE., MONTEREY MEADOWS PLAT 7-13-16 FIELDBO U1 6-001683 PAGE: OK: N/A N/A DRAWING NO: DETAILS 136901 SHEET: OR 15 26 ¢ PIPE ALLOWANCES Y Y MAXIMUM PIPE MATERIAL INSIDE CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) s PIPE ALLOWANCES DIAMETER m m io 3 HANDHOLD REINFORCEOOR 18" MAXIMUM PLAIN CONCRETE N Z RECTANGULAR ADJUSTMENT SECTION INSIDE OR CIRCULAR ADJUSTMENT SECTION c PIPE MATERIAL DIAMETER FRAME AND VANED GRATE GROUT, TYPICAL (SEE NOTE 5) FRAME AND VANED ORATE FRAME AND VANED GRATE ALL METAL PIPE 21° �* REINFORCEDOR 12• w PLAIN CONCRETE CPSSP* FLAT SLAB TOP (STD. SPEC. 945.20) 18" z '30+ ALL METAL PIPE 15" ,y0, SOLID WALL PVC 21• g cPssP* �,� 20+ (STD. SPEC. 9.05.12(1)) � o (STO. SPEC. 9-05.20) 12e PROFILE WALL IWC 21" O S* SOLID WALL PVC +; 5+ (STD. SPEC. 9.05.12(2)) u. 46', sa^ ea, 7r, e4^ oR 98• (STD. SPEC. 9-05.12(1)) STORM SEWER PIPE 15" * CORRUGATED POLYETHYLENE g • ° MORTAR z (IYP ) PROFILE WALL PVC SEE NOTE 4 6. OR 12" (STD. SPEC. 9-05.12(2)) 15" \ 6" OR 12" NOTES ' sTePs OR * CORRUGATED POLYETHYLENE LADDER CLEAN SURFACE AND BOTTOM AREA. STORM SEWER PIPE 1. As acceptable alternatives to the rebar shown in the PRECAST BASE ° ` PROVIOE UNIFORM CONTACT. SECTION. fibers (placed accordingto the Standard Specifications), or THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ONE #3 BAR HOOP FOR a" HEIGHT ONE #3 BAR HOOP FOR 5" HEIGHT wire mesh having a minimum area of 0.12 square inches per foot shall - ADJUSTMENT SECTION. ADJUSTMENT SECTION LJJ �- TWO #3 BAR HOOPS FOR 12" HEIGHT TWO #3 BAR HOOPS FOR ,2" HEIGHT be used with the minimum required rebar shown in the ALTERNATIVE a g PRECAST BASE SECTION. Wire mesh shall not be placed in the z RECTANGULAR ADJUSTMENT SECTION RECTANGULAR ADJUSTMENT SECTION knockouts. o 2. The knockout diameter shall not be greater than 26". Knockouts shat z H have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" z U fs // minimum gap between the knockout wall and the outside of the pipe. MORTAR FILLET , � REINFORC NG aTEEL mPa W 2g" Bl 2a, 3g, N "? H GRAVEL RACKRLL FOR No A� After the pipe is installed, fill the gap with joint mortar in accordance 12' PIPE ZONE BEDDING O stie� NOTES LA ?o" with Standard Specification 9-04.3. ' �- 1. As acceptable alternatives to the rebar shown in the PRECAST BASE ks e" 3. The maximum depth from the finished grade to the lowest pipe invert a` • _ �' SECTION, fibers (placed according to the Standard Specifications), or shall be W. SEPARATE BASE INTEGRAL BASE wire mesh having a minimum area of 0.12 square inches per footshail CAST -IN-PLACE PRECAST WITH RISER 0 be used with the minimum required rebar shown in the ALTERNATIVE 4. The frame and grate must be installed with the flange down. g PRECAST BASE SECTION. Wire mesh shall not be placed in the 6' °O•R}NG knockouts. 5. The Precast Base Section may have a rounded floor, and the wails may 1r '. T. BAR EACH CORNER be sloped at a rate of 1:24 Or steeper. 2. The knockout diameter shall not be reaterthan 20". Knockouts shall •¢'; . � .' GR4VELe4CKFILLFOR fd " PIPEZONEBEDDINO g have a wall thickness of 2" minimum t0 2.5" maxdmum. Provide a 1.5" TWO oofs 6. The opening shall be measured at the top of the precast base section. W minimum gap between the knockout wall and the outside of the pipe. CATCH BASIN DIMENSIONS N After the pipe is installed, fill the gap with joint mortar in accordance REDUCING SECTION 7. All pickup holes shall be grouted full after the basin has been placed. SEPARATESBASEPREMINIMUM #3 BAR EACH SIDE with Standard Specification 9-04.3. CATCH MAXIMUM BASE IN EACH DINECTION BASE SECTION 8. All rade rings castings shalt be set in mortar in accordance with WALL BASE DISTANCE inzift IN EACH DIRECTION g 9 BASIN THICKNESS THICKNESS KNOCKOUT BETWEEN 3. The maximum depth from the finished grade to the lowest pipe invert qte Standard Specification 9-04.3. DIAMETER SIZE KNOCKOUTS SEPARATE BASE INTEGRAL BASE shall be 5'. 48" a• s" 38 a" 0.23 Q15 `*#3 BAR EACH CORNER #3 BAR EACH WAY 4. The frame end grata must be installed with the flange down. #3 BAR Mocp 54" 4.5" &" 42" &• 0.19 Q19 W PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor, and the walls may �C Nom 6 rsFFh15?t 1&' MIN. 80" s. a" 48" a" 0.25 0.25 NOTES ry be sloped at a rata of 1:24 or steeper. l� 72" 5• a" 80•' 12' 0.35 0.24 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, W " 8• IT 72" IT 039 0,29 GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS To BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY ca6. The opening shall be measured at the top of the precast base sectIDrL THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 96- a• 12" 84' 12' 0.39 0.29 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 7. All pickup holes shall be grouted full after the basin has been placed. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. �y 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND, 0 8. All grade rings and castings shall be set in mortar in accordance with NOTES PIPE ALLOWANCES 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT Standard Specification 9-04.3. 6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. I. No steps are required when height is V or less. CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR #3 BAR a BASIN ALL SOLID PROFILE MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD EACH CORNER 2. The bottom of the precast catch basin may be Sloped to facilitate cleaning, DIAMETER ONCRETE METAL CPSSP WALL WALL SPECIFICATION 9-20.3 PVC_2) PVC C 8. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. #3 BAR EACH CORNER 18• MIN. #3 BAR 3. The rectangular frame and grate must be installed with the flange down. 48' 24' 1 30° 24' 27• 30° EACH SIDE , iv The frame may be cast Into the adjustment section. 54• 30• 38" 30• 27' 36" 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide W 36" 42" 36" 36" 42° #3 BAR HOOP a 1.5" minimum gap between the knockout wall and the outside of the pipe. After 72' 42" 54• 42• 36" 48' � the pipe is installed, fill the gap with joint mortar in accordance with Standard 84, 54" 50' 54• 36" 1 48' #3 BAR Specification 9-04.3, EACH WAY SEE NOTE 1 98 80" 72' 60• 36 48" • PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION 5. All grade rings, risers, and castings shall be Set in mortar in accordance with 10 Corrugated Polye7rylene stem sewer Pepe (sm. Spec 905.20) Standard Specification 9-04.3. n SEE NOTE 1 ( +�2}j ALTERNATIVE PRECAST BASE SECTION 30 (Std, Spec. 9-05.1 STD. PLAN' - 200"00 ti`tY o ti�Y STD. PLAN - 201.00 STD. PLAN - 202.00 STD. PLAN - 200.10 Gr PUBLIC WORKS CATCH BASIN TYPE 2 PUBLIC WORKS CATCH BASIN TYPE 7 r PUBLIC WORKS CATCH BASIN TYPE 1L PUBLIC WORKS CATCH BASIN INSTALLATION DEPARTMENT + ` DEPARTMENT DEPARTMENT DEPARTMENT � „tp MARCH 200$ MARCH 200$ ��'N2© MARCH 200$ MARCH 2008 29 1 A' 1 24" 3 aa N Y � -1 0 , 1• Y Z 41 � I ~•„•_BOLT -DOWN SLOT -SEE DETAIL AND NOTE 1 N ~`- AND NOTE I DETAIL - 5" a C c BOLT -DOWN HOLE (TYP.) s 5' 518'-11 NC, SEE 2IlTOIA .H o J DETAIL & NOTE 2 5" 20 39_20 3L' OUTFALL TD STREAM DUMP NO POLI_l1TANTS + METAL GRATE TOP seeT10N Q TOP ` SECTION NOTES NOTES 12"± TOP 1 Provide two slots In the cover that are vertically aligned �- This frame is designed to accommodate 20" x 24" grates or with the holes in the frame.LOcafion of bolt -down slots covers � -' varies among different manufacturers. 2. Provide two holes in the frame that are vertically aligned with t a 3!4" , yr sa" he rate or cover slots. Tap each hole to accept 2.Alternativelieu of e reinforcing designs are acceptable in g P " 7 OR S EQUAL SPACES 24 Or a 5/8" -11 NC x 2" allen head cap screw. lieu of the rib design. ' i CONCRETE Location of bolt down holes varies among different manufacturers.1 1. 73' 3. Refer to Standard Specification 9-05.15(2) for additional DIRECTION OF FLOW T_ requirements i t 3. Refer to Standard Specification 9-05.15(2) for additional 39' R - SEE NOTE 2 4. For Frame details, see City of Renton T_ ` II requirements. SECTION Standard Plan 204.00. SECTION 12„ SECTION 0 3r4" ACCEPTABLE SUBSTITUTE: 11/4" ADS NYLOPLAST I 5• , 516 CONCRETE YARD DRAIN 3 712" 1f2• ��6•�d �,c� HEAD CAP°SCRREuvE"XV 7. �518"-11 NCx2"WB• 314" I{ 7� II " 4" 1114• L�����.17 �G'��L7 �G��������/a ��% 3!a" GRATE 1 1/2' 1/2" DIAM. HANDLE �1� p�f1 �G?��l1v��v!'!'j���0 BOLT -DOWN SLOT DETAIL SEE TE I ISOMETRIC VIEW v aeeTloN O �d�d N PProTEde two slots in the grate that are vertically aligned IN COMPLIANCE WITH CITY OF RENTON c� a with the holes in the frame. Location of bolt -down slots w FRAME varies among different manufacturers. STANDARDS I BOLT -DOWN SLOT DETAIL ISOMETRIC �"'•" @@ [/'+ f M �} ISOMETRIC z. Refer to Standard Specification 9-05.15(2) for additional BY: ` Date. (7 ISO f 16 j SEE NOTE 1 requirements. ,.. o SECTION 3. Unless otherwise specified, vaned grates shall be used with standard frame BOLT -DOWN DETAIL in the travel way, gutter or shoulder. vaned grates shall not be located z DETAIL O SEENOTE2 within crossroads. Use vaned grates along roiled curbs.it BY: Date: 19 w w a Y STD. PLAN - 204.00 ti�Y STD. PLAN - 204.10 ti Y r PUBLIC WORKS RECTANGULAR FRAME r r PUBLIC WORKS RECTANGULAR PLAN - 204.20 W +(��� PUBLIC WORKS RECTANGULAR SOLID �` BY: Date' `° DEPARTMENT ." DEPARTMENT METAL COVER ' DEPARTMENT VANED GRATE ' o° N C� MARCH 200$ N2 MARCH 200$ N I •� p,ME,S' MARCH 200$ og WA �� j BY: Date: �� A���Q"� SURVEYED: SCALE: __ _� 1 2 O VERTICAL NAVD , 9SS _ MONTEREY N T E R E Y MEAD 0 W S PLAT DATE: C�r N v is » _ > HORIZONTAL NAD , 983/, 99, / CITY 01= 7-13-16 M ci - `z DESIGNED: ' FlEtDB00K: /M 3 MYLAR SUBMITTAL BCS 8/16 BCS TJR RENTON U16-001683 PAGE: N A Western Washington Division 38285 2 REVISED PER CITY REVIEW BCS 7/16 BCS DRAWN: BCS _ DRAWING NO: 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 ONE INCH DATUM Eastern Washington Division ti 1 1 REVISED PER CITY REVIEW BCS 6/16 BCS CHECKED:_ AT FULL SCALE Planning/Building/Public Works Dept. DETAILS 136901 16901 P SjS �� IF NOT ONE INCH c 108 East 2nd Street • Cie Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax: (509) 674-7419 NAI' N0. REVISION BY DATE APPR APPRovED SCALE ACCORDINGLY SHEEP: OF: TJR 16 26 cry® 9-21v1 141