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SWP272899(9)
CITY OF RENTON „LL Planning/Building/Public Works Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 12, 2001 RECEIVED SEP 12 2001 State Department of Ecology CITY OF RENTON Northwest Regional Office UTILITY SYSTEMS 3190 160th Ave. SE Bellevue, WA 98008-5452 SUBJECT: Shoreline Management Substantial Development Permit for Maplewood Golf Course Regrade, File No. LUA-01-105, ECF, SM Dear Shoreline Coordinator: Enclosed is the Shoreline Substantial Development Permit for the above referenced project. The permit was issued by the City of Renton on September 11, 2001. (Please disregard an earlier mailing of this permit due to incomplete enclosure of required accompanying materials). We are filing this action with the Department of Ecology and the Attorney General per WAC 173-14-090. Please review this permit and attachments and call me at (425) 430-7382 if you have any questions or need additional information. Sincerely, Elizabeth Higgins, AICP Senior Planner Enclosures: Shoreline Substantial Development Permit Copy of Land Use Permit Master Application Copy of Application for Shoreline Substantial Development Permit Legal Description Affidavit of Public Notice/Publication Site Plan SEPA Determination cc: Office of Attorney General City of Renton, Plan Review City of Renton, Utility Systems Applicant Shoreline letter to VOL.doc 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer - CITY OF RENTON SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE MANAGEMENT SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICATION NO.: LUA01-105, ECF, SM DATE RECEIVED: July 26, 2001 DATE OF PUBLIC NOTICE: August 1, 2001 DATE APPROVED: September 7, 2001 DATE DENIED: N/A TYPE OF ACTION(S): [X] Substantial Development Permit [ ] Conditional Use Permit [ ] Variance Permit Pursuant to Chapter 90.58 RCW, the City of Renton has granted a permit for the Maplewood Golf Course Regrade. This action was taken on the following application: APPLICANT: City of Renton Surface Water Utility Contact: Gary Schimek, P.E. Renton City Hall South 1055 Grady Way Renton, WA 98055 PROJECT: Maplewood Golf Course Regrade PROJECT DESCRIPTION: This City of Renton project is to regrade approximately 6,000 square yards (300 yards by 20 yards) of rough and fairway of the Maplewood Golf Course near the Cedar River. The purpose of the work is to create a berm (sloped area) to provide protection from potential floods that would be in excess of the 100-year flow, as measured by the Federal Emergency Management Agency (FEMA). The graded area would be landscaped following construction. Due to the proximity of the project to the Cedar River, a Shoreline Substantial Development Permit will be required. LEGAL DESCRIPTION: Portions of Tax parcel#222305 9009 and#222305 9010 SEC-TWNP-R: W'h Sec 22 T 23 R 5 WITHIN SHORELINES OF: Cedar River APPLICABLE MASTER PROGRAM: City of Renton shrline sub permit.doc City of Renton P/8/PW Department Shoreline Substantial Development Permit Page 2 of 2 The following sections/pages of the Shoreline Master Program Regulations are applicable to the development: Section Description Page RMC 4-3-090E1 Regulated Water Bodies 3-20.58 RMC 4-3-090F2 State of Washington Classification of Water Bodies 3-20 to 3-21 RMC 4-3-0901 Conservancy Environment page 3-24 This permit is granted pursuant to the Shoreline Management Action of 1971 and pursuant to the following: 1. The issuance of a license under the Shoreline Management Act of 1971 shall not release the applicant from compliance with federal, state, and other permit requirements. 2. This permit may be rescinded pursuant to Section 14(7) of the Shoreline Management Act of 1971 in the event the permittee fails to comply with any condition hereof. 3. A construction permit shall not be issued until thirty (30) days after approval by the City of Renton Development Services Division or until any review proceedings initiated within this thirty (30) day review period have been completed. A 4 01ra ;�omwo-(,�� - --- ®� Planning/Building/ u is W A ministr or ate cc: Attorney General's Office City of Renton, Plan Review(Kayren Kittrick) City of Renton, Surface Water Utility(Ron Straka) Applicant shrline sub permit.doc CITY.OPRENTON Dl vELo r t~ DEVELOPMENT SERVICES DIVISION'" CITY OF LAND USE PERMIT JUL 2 4 A MASTER APPLICATION E¢Ei _- PROPERTY OWNER(S) PROJECT'INFORMATION Note: If there:is more than on legal owner,please attachari additional notarzed 1vlaster a P..ication to'each MOM�t p NAME: CITY OF jam,NTON PROJECT OR DEVELOPMENT NAME:Maplewood Golf Course Regrade ADDRESS: 1055 South Grady Way PROPERTY/PROJECT/ADDRESS(S)/LOCATION and Zip Code: Portions of golf course Hole Number 3 located adjacent to north of City: Renton ZIP: 98055 Maple Valley Highway(SR 169) KING COUNTY ASSESSOR'S ACCOUNT NUMBER:N/A TELEPHONENUMBER 425-430-7200 22 qi:-� * 10 APPLICANT (if other than owner) EXISTING LAND USE(S):Golf course NAME: CITY OF RENTON PROPOSED LAND USE(S):Golf course Surface Water Utility Number of Employees: (estimated):N/A COMPANY(if applicable): N/A EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: Same as Above PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION: City: ZIP: (if applicable)No changes proposed. TELEPHONE NUMBER Same as Above EXISTING ZONING: ee- CONTACT PERSON �����dv's�-ry `^ fir✓} PROPOSED ZONING:(if applicable)No changes proposed. NAME: Gary Schimek, P.E. COMPANY(if applicable): City of Renton SITE AREA in SQ.FT:Approximately 27,300 SQ.FT ADDRESS:" 1-055 South Grady Way PROJECT VALUE: $196,000 City: Renton ZIP: 98055 IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? Yes TELEPHONE NUMBER AND E-MAIL ADDRESS:(425)430-7205 IS THE SITE LOCATED 1N ANY OTHER TYPE OF GSchimek@ci.renton.wa.us ENVIRONMENTALLY SENSITIVE AREA? The Cedar River is located adjacent to the project. Masterap 3/00 LEGAL DESC---TPTION OF PROPERTY (Attaef parate sheet if needed) TYPE'OF APPLICATION & FEES Check al apphcatlon hypes that apply-- City staff will determine fees: _ANNEXATION $ SUBDMSION:N/A —REZONE $ _SPECIAL PERMIT $ _LOT LINE ADJUSTMENT $ _TEMPORARY PERMIT $ _SHORT PLAT $ _CONDITIONAL USE PERMIT $ _TENTATIVE PLAT $ X SITE PLAN APPROVAL $ _PRELIMINARY PLAT $ X GRADE&FILL PERMIT $ _FINAL PLAT $ (No. Cu.Yds:4,400) _VARIANCE $ (from Section: ) $ PLANNED UNIT DEVELOPMENT: $ N/A _WAIVER $ _PRELIMINARY _ROUTINE VEGETATION _FINAL MANAGEMENT PERMIT $ BINDING SITE PLAN MOBILE HOME PARKS:N/A $ SHORELINE REVIEWS: X SUBSTANTIAL DEVELOPMENT $ _CONDITIONAL USE $ _VARIANCE $ _EXEMPTION $ X ENVIRONMENTAL REVIEW $ REVISION SRHIP 1,(Print Name) 4 i/YI L declare that I am(please check one) _the owner of the property involved in this application, ✓ e authorized representative to act for the property owner(please attach proof of authorization),and that the foregoing statements and answers herein contained and the information herewith are-in all-respects true and correct to the best of my knowledge and belief. �►�-'������ 1 certify that I know or have satisfactory evidence that a S�'•� K/\e��'t this instrument and acknowledged it to be his/her/their free and volugr I.f $t4livs jpurposes mentioned in the instrument. N �v► t�t C- (N of caner/Repr ntati e) Notary Public in and for the State of Washi g n t /UEUCi 1 ►� C 2 NG ST s s-oQ , Notary(Print) (Signature Owner/Representative) My appointment expires: WA$�W (THIS SECTION TO BE COMPLETED BY CITY STAFF.) City File Number: ECF SA R SHPL CU LLA PP FP TP SP RUMP V AAD W FPUD SM SME MHP BSP A CPA TOTAL FEES: $ TOTAL POSTAGE PROVIDED-$ Masterap 3/00 NOTICE OF APPLICATION FOR SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT Notice is hereby given that: City of Renton has filed an application for a substantial development permit for the construction or development of: A flood protection berm adjacent to the Cedar River to protect the Maplewood Golf Course and residential and commercial areas west of the golf course from floods exceeding the current 100-year flood. located at: 4050 Maple Valley Highway within Sections(s) 22 of Township N, Range 5 E , W.M., in the City of Renton, King County, Washington. Said development is proposed to be within Cedar River and/or its associated wetlands. Any person desiring to express his views or to be notified of the action taken on this application should notify the City of Renton Development Services Division, Renton City Hall, 1055 South Grady Way., Renton, Washington 98055 in writing of his interest within thirty (30) days of the last publications of this notice. Publication dates of this notice are and Masterap 3/00 Legal Description - Account Number: 222305901001 22230510 POR OF NW 1/4 OF NW 1/4 &OF GL 10 LY N OF STATE HIWAY& N OF R R R/W &VAC CO RD LESS BEG ON N LN 147 FT E FROM NW COR TH E ALG N LN 142.70 FT TH S 27-37-50 W 146.21 FT TH N 57-47-10 W 101.63 FT TO C/L OF CREEK TH NLY ALG SD C/L TO BEG EXCEPT SWLY 10 FT Legal Description -Account Number: 222305900904 2223059 GL 7 LESS R/W AFFIDAVIT OF PUBLICATION ry v vm Barbara Alther, first duly sworn on oath states that he/she is the Legal Clerk of the 9 � J L Cr SOUTH COUNTY JOURNAL o n 600 S. Washington Avenue, Kent, Washington 98032 - ~ a daily newspaper published seven (7) times a week. Said newspaper is a legal n newspaper of general publication and is now and has been for more than six months prior to the date of publication, referred to, printed and published in the v English language continually as a daily newspaper in Kent, King County, ¢�9 Washington. The South County Journal has been approved as a legal pro.i �u B `:; e aiitio{ti�r�o;fiie� newspaper by order of the Superior Court of the State of Washington for King County. t�A The notice in the exact form attached,was published in the South County 4U ;.9 41jA! ilf;'or' : i Journal(and not in supplemental form)which was regularly distributed to the Renton'' r91ect'is':I0. r tle aR Qpin tety:6 6jedluare subscribers during the below stated period. The annexed notice, a yaitS,of<jouoll a;w[ii!aq::gt�jhe M3ptI[�44re t. Maplewood GolfCourse Regrade A00. of=tithe eJrwronmer�t�( deferrrpp�4aUoD'fipst`ke lil$1 an iy iDrig; an or tre(ote$;QQ PM oh;:5epifir�iet 7 j as published on: 8/24/01 �• _ m;,t�rilin� The full amount of the fee charged for said foregoing publication is the sum of tier $56.00,charged to Acct. No. 8051067. iadyr: to The cost above includes a$6.00 fee for the printing of the affidavits. !r4i, Legal Number 9436d n Legal Jerk,South County Journal Subscribed and sworn before me on thisay of . 2001 V Notary Public of the State of Washington residing in Renton King County, Washington CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE APPLICATION NUMBER: LUA-01-105,SM,ECF APPLICANT: City of Renton/Surface Water Utility PROJECT NAME: Maplewood Golf Course Regrade DESCRIPTION OF PROPOSAL: This City of Renton project is to regrade approximately 6,000 square yards (300 yards by 20 yards) of rough and fairway of the Maplewood Golf Course near the Cedar River. The purpose of the work is to create a berm (sloped area) to provide protection from potential floods that would be in excess of the 100-year flow, as measured by the Federal Emergency Management Agency(FEMA). The graded area would be landscaped following construction. Due to the proximity of the project to the Cedar River, a Shoreline Substantial Development Permit will be required. LOCATION OF PROPOSAL: At the Maplewood Golf Course hole number 3, adjacent to State Route 169 (Maple Valley Highway), in tax lots 222305 9009 and 2223059010. LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section This Determination of Non-Significance is issued under WAC 197-11-340. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14)days. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on September 7, 2001. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. PUBLICATION DATE: August 24, 2001 DATE OF DECISION: August 21, 2001 SIGNATURES: i Gregg Zimm m n, Ad ifiistftltor DATE Department&P nn' g/Building/Public Works Jim Sheph rd, Adffiinistrator DATE Community Services Department d! Lee h er, Fire ief DATA Renton ire Department Document1 1':l fF r: STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office •3190 160th,Avenue SE• Bellevue, Washington 98008-5452 • (42.5) 649-7000 September 26,2001 Elizabeth Higgins, Senior Planner City of Renton Planning/Building/Public Works Department RECEIVED 1500 South Grady Way Renton,WA 98055-1219 SEP 2 8 2001 Higgins: CITY OF RENTON Dear Ms.Hi g� UTILITY SYSTEMS Re: City of Renton permit#LUA-01-105, SM,ECF City of Renton Surface Water Utility—Applicants Shoreline Substantial Development permit#200 1-NW-80005 The above-referenced shoreline permit was received by this office on September 12, 2001. The permit,to regrade a portion of the Maplewood Golf Course, involves installation of a berm to protect against flood waters in excess of the 100-year flow. A new cart path will also be constructed. To perform this work, existing vegetation in the vicinity of Golf Course Hole Number 3, adjacent to the Cedar River,will be removed, approximately 300 lineal yards regraded and approximately 4,400 cubic yards of imported free- draining structural fill installed. The area will then be re-landscaped. Upon review of the materials submitted with this permit, it has been determined that the filing is incomplete. The following materials are needed to complete the permit filing: 1) The location of the ordinary high water mark along the length of the project site; 2) A site plan showing the location and size of trees and other existing vegetation in the site vicinity and indicating which trees are to be removed to accommodate project-associated construction(as indicated on page 6 of the SEPA checklist); 3) A landscaping and mitigation plan(referred to on page 2 of the project narrative)that addresses the removal of existing trees and other vegetation and the resultant loss of wood recruitment to the Cedar River. 4) The location of the cross section on the site plan and a second representative cross-section as appropriate to illustrate differing site topographic conditions. The permit review and appeal period cannot begin until we receive the above-listed items as set forth in WAC 173-27-130 and 180. The submittal and permit are void unless and until the material as requested in writing is submitted to the department. If you have questions,please contact me at(425) 649-4309. Since ly, ` Alice Schisel, Shoreline lanner Shorelands and Environmental Assistance Program cc: Gary Schimek,P.E., Surface Water Utility, Applicant 40- ::, STATg on DEVELOPMENT PLANNING CITY OF RENTON 6 _ � OCT 0 5 2001 STATE OF WASHINGTON RECEIVED DEPARTMENT OF ECOLOGY Northwest Regional Office, 3190 - 160th Ave S.E. • Bellevue, Washington 98008-5452 • (425) 649-7000 September 27, 2001 Elizabeth Higgins City of Renton Planning/Building/Public Works Department 1500 South Grady Way Renton, WA 98055-1219 Dear Ms. Higgins: Re: City of Renton Permit#LUA-01-105, SM, ECF City of Renton Surface Water Utility—Applicant Shoreline Substantial Development Permit#2001-NW-80005 A complete submittal for the subject Shoreline Substantial Development permit to install a berm to protect against flood waters in excess of the 100-year flow and to construct a new cart path was filed with this office by the City of Renton on September 27, 2001. The work will involve removing existing vegetation in the vicinity of Golf Course Hole Number 3 adjacent to the Cedar River,regrading an area of approximately 300 lineal yards and installing approximately 4, 400 cubic yards of imported free-draining structural fill. The area will then be re-landscaped; all trees that are temporarily removed to accommodate the construction work will be replanted within shoreline jurisdiction. All work is to take place above the ordinary high water mark of the Cedar River. The development authorized by the subject permit may NOT begin until the end of the 21-day appeal period on October 18, 2001. The Shoreline Hearings Board will notify you in writing if this permit is appealed. Other federal, state and local permits may be required in addition to the subject permit. If this permit is NOT appealed, this letter constitutes the Department of Ecology's final notification of action on this permit. Sincerely, , Alice Schisel Shoreline Planner Shorelands and Environmental Assistance Program cc: Gary Schimek, Surface Water Utility, Applicant ® 18 `/� CITY OF RENTON SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE MANAGEMENT SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICATION NO.: LUA01-105, ECF, SM DATE RECEIVED: July 26, 2001 ���'V DATE OF PUBLIC NOTICE: August 1, 2001 �EP � 20p DATE APPROVED: September 7, 2001 C�OSREN)" STEMSl1/ DATE DENIED: N/A TYPE OF ACTION(S): [X] Substantial Development Permit [ ] Conditional Use Permit [ ] Variance Permit Pursuant to Chapter 90.58 RCW, the City of Renton has granted a permit for the Maplewood Golf Course Regrade. This action was taken on the following application: APPLICANT: City of Renton Surface Water Utility Contact: Gary Schimek, P.E. Renton City Hall South 1055 Grady Way Renton, WA 98055 PROJECT: Maplewood Golf Course Regrade PROJECT DESCRIPTION: This City of Renton project is to regrade approximately 6,000 square yards (300 yards by 20 yards) of rough and fairway of the Maplewood Golf Course near the Cedar River. The purpose of the work is to create a berm (sloped area) to provide protection from potential floods that would be in excess of the 100-year flow, as measured by the Federal Emergency Management Agency (FEMA). The graded area would be landscaped following construction. Due to the proximity of the project to the Cedar River, a Shoreline Substantial Development Permit will be required. LEGAL DESCRIPTION: Portions of Tax parcel #222305 9009 and#222305 9010 SEC-TWNP-R: W'/z Sec 22 T 23 R 5 WITHIN SHORELINES OF: Cedar River APPLICABLE MASTER PROGRAM: City of Renton shrtine sub permit.doc City of Renton P/8/PW Department Shoreline Substantial Development Permit Page 2 of 2 The following sections/pages of the Shoreline Master Program Regulations are applicable to the development: Section Description Page RMC 4-3-090E1 Regulated Water Bodies 3-20.58 RMC 4-3-090F2 State of Washington Classification of Water Bodies 3-20 to 3-21 RMC 4-3-0901 Conservancy Environment page 3-24 This permit is granted pursuant to the Shoreline Management Action of 1971 and pursuant to the following: 1. The issuance of a license under the Shoreline Management Act of 1971 shall not release the applicant from compliance with federal, state, and other permit requirements. 2. This permit may be rescinded pursuant to Section 14(7) of the Shoreline Management Act of 1971 in the event the permittee fails to comply with any condition hereof. 3. A construction permit shall not be issued until thirty (30) days after approval by the City of Renton Development Services Division or until any review proceedings initiated within this thirty (30) day review period have been completed. Planning/Building/ u is W A ministr or ate cc: Attorney General's Office City of Renton, Plan Review(Kayren Kittrick) City of Renton, Surface Water Utility(Ron Straka) Applicant shrline sub permit.doc SLA rF. STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office, 3190 - 160th Ave S.E. • Bellevue, Washington 98008-5452 (425) 649-7000 September 27, 2001 Elizabeth Higgins RECEIVED City of Renton Planning/Building/Public Works Department OCT - 1 2001 1500 South Grady Way CITY OF RENTON Renton, WA 98055-1219 UTILITY SYSTEMS Dear Ms. Higgins: Re: City of Renton Permit#LUA-0I-105, SM, ECF City of Renton Surface Water Utility—Applicant Shoreline Substantial Development Permit#2001-NW-80005 A complete submittal for the subject Shoreline Substantial Development permit to install a berm to protect against flood waters in excess of the 100-year flow and to construct a new cart path was filed with this office by the City of Renton on September 27, 2001. The work will involve removing existing vegetation in the vicinity of Golf Course Hole Number 3 adjacent to the Cedar River, regrading an area of approximately 300 lineal yards and installing approximately 4, 400 cubic yards of imported free-draining structural fill. The area will then be re-landscaped; all trees that are temporarily removed to accommodate the construction work will be replanted within shoreline jurisdiction. All aq� v'l�' work is to take place above the ordinary high water mark of the Cedar River. The development authorized by the subject permit may NOT begin until the end of the 21-day appeal period on October 18, 2001. The Shoreline Hearings Board will notify rya, you in writing if this permit is appealed. Other federal, state and local permits maybe required in addition to the subject permit. If this permit is NOT appealed, this letter constitutes the Department of Ecology's fi notification of action on this permit. . Z�r< kL Sincerely, joe_ vJ'I b&Z' Alice Schisel1 Shoreline Planner Shorelands and Environmental Assistance Program cc: Gary Schimek, Surface Water Utility,Applicant 09/27/01 U6:5L YAX 415 b49 7M DEFT OY ECULUVY tgJUUL Al�� ! fee �y 57�7� f STATE OFWASHINGTON / CDEPARTMENT OF ECOLOGY Northwest Regional Office•3190 160th Avenue SE• Bellevue, Washington 98006-5452 • (425) 649-7000 September 26,2001 Elizabeth Higgins, Senior Planner City of Renton Planning/Building/Public Works Department 1500 South Grady Way Renton,WA 98055-1219 Dear Ms.Higgins: Re: City of Renton permit#LUA-01-105, SM,ECF City of Renton Surface Water Utility—Applicants Shoreline Substantial Development permit#2001-NW-80005 The above-referenced shoreline permit was received by this office on September 12, 2001. The permit,to regrade a portion of the Maplewood Golf Course,involves installation of a berm to protect against flood waters in excess of the 100-year flow. A new cart path will also be constructed. To perform this work, existing vegetation in the vicinity of Golf Course Hole Number 3,adjacent to the Cedar River,will be removed,approximately 300 lineal yards regraded and approximately 4,400 cubic yards of imported free- draining structural fill installed. The area will then be re-landscaped. Upon review of the materials submitted with this permit,it has been determined that the filing is incomplete. The following materials are needed to complete the permit filing: SGe 5 h ce-fia 1) The location of the ordinary high water mark along the length of the project site; Shee} 3,� q A site plan showing the location and size of trees and other existing vegetation in the site our lel� 3 vicinity and indicating which trees are to be removed to accommodate project-associated construction(as indicated on page 6 of the SEPA checklist); Se{, Shee4 3) A landscaping and mitigation plan(referred to on page 2 of the project narrative)that addresses the removal of existing trees and other vegetation and the resultant loss of wood 3 ¢ an recruitment to the Cedar River. 4) The location of the cross section on the site plan and a second representative cross-section as Se e S h e appropriate to illustrate differing site topographic conditions. The permit review and appeal period cannot begin until we receive the above-listed items as set forth in WAC 173-27-130 and 180. The submittal and permit are void unless and until the material as requested in writing is submitted to the department. If you have questions,please contact me at(425) 649-4309. Sincer ly, ` Alice Schisel, Shoreline lanner Shorelands and Environmental Assistance Program cc: Gary Schimek,P.E., Surface Water Utility,Applicant QD 40' 2d 0 40' so' 1` 40': FFF���III PANIUNO LOT ti CONTRA TO INSTALL O // 45€ AND MAN? TID/PORARY / AT TR MGTI FRO MICE AT TRANBTI FROM siA�DaNc AIR AREA TO O A ORANGE CONSTRUCTION PApWAY \ FENGNo(TYPICAL? SEE NOTE ON TINS PAGE J OMS ` Tees —�ORANGE GGNSTRUGQNIN \ C. TO ea xr- Rouse ►A No LOT zz ATAEN99G AREA G ORANGE CONSTRUCTION M ER FABPoC B�\ FENCING(ON THJ +\ \\ ``. 0 SEE NOTE ON MI •\N\\\ PAGE (TmcAW \ \ CONTRACTOR SHALL PROTECT EXISTING CART PAIN AND MAINTAIN A SAFE AND '— RLIER FABRC —\\ CLEAR PAIN FOR PEDESTRI MS' OORF CARTS ANDEQUIPMENTR GOLF COURSE MAINTENANCE ��( � WATER RFA Al.MEVAPON SURVEY \\ 6 SHALL B TO AM AREAS FOR REPAIRAD j, `r�l _ 2 FORAGE TO ALL AREAS NOT OESIGNAIID fV{1 I \ FOR CWSiRUCTION. oar s W SITE PLAN OR 0 SCALE:1•-40' ~ ol V ,us` V' HORIZONTAL AND VERTICAL CONTROL plx i HIM 0 4 _K 1. CONTRACTOR SHALL INSTALL ORANGE CONSTRUCDON O W ON O PNT NORTHING FASTING F1EVAnON E1JYAlION FENCING BETWEEN THE FAIRWAY AND CONSTRUCTION AREA 0 G O AND MAINTAIN FENCING UNTIL CONSTRUCTION IS COMPLETE 2 OA 174J09.9250 13122MI020 80.19 SURVEY SET MAR,WEST OF GREEN NO DISTURBANCE IS ALLOWED BEYOND THE CONSIRUCIION O IN FV UNITS IDENTIFIED ON THESE PLANS �• W W O EY SE CART PATH F J f74)1].TBO 1712906.8960 5250 SURVEY SET NAIL IN EINSTING CART 2 BE CONTRACTOR THE SHALL INSTALL AREA FABRIC FENCING a PATH APpROX STA.9+95,B'ITT BETWEEN THE CONSIRVCTION AREA AND RIVER ANO OILCKm FOIL COYPIIAMCE MAINTAIN UNTIL COISIRUCnOT IS COMPLETE NO 9n OWIn ZYI� < OC 174257.iS2N 13124]3.1909 STA.0+00 DISTURBANCE IS ALLOWED BEYOND TINE CONSTRUCTION TO GTY STANDARDS V r UNITS IDENTIFIED ON THESE PLANS DSN 0 0�. d OD 1747N0.1010 171290.T.0150 B].05 STA 7+BO HORIZONTAL:NAOSI(1991 ADJ) DS Bn OS/w VERTICAL RANGERS 7. ALL GRADING SHALL BE APPROVED By IIIE CRY PRIOR 19 OSA 9n DSIF THE PLACEMENT OF TOPSOL MINOR ADJJ57MENTS To GRADING CAN BE E]OECIEO, 5 SHEET I ALL fiVED B GRADES.INCLUDING TOPSOIL SHALL BE A APPROVED S 11N:STY PRIOR IL PLACEMENT OF D. 0_ 1` 2' OF: T MINOR ADJ/STMt]!TS 1D TOPSOIL CAN BE EXPECTED. L�y�—JIB 1WD NONES AT FULL SCALE JOB NO, 01057 i NOT,SCARE ACCOi09N0.Y ONC: STMyLAN ORANGE 20' TO' D 20' 4000NSTRU FENCING �NFFAaoO _ CWs Gnp1 UNITS.INSTALL A R TO INSTALL Q TBNVE iRUCMIN FENCING. ,may Q APLE ALVE \ bp Zi SPRI�NKLERo'PRINKI[R \ 1 �` \ R�1001 1 R� _-KNKLER CONTROL BOX ON�OI BON \ Z _ /1`/(/T 1 10,G, �1•Gi / CONSTRUCTION NOTES 3�BZ� `°HE H p_ _ R�23 B VA�tEK1 KL 1 4.Mq lF q Mq�f/ ,�� O CONTRACTOR SHALL ADJUST EASING VALVE 80X SPRINKLER VALVE SPR , INKLER HEAD TO FINISHED MAX SPRINKLER TEST AND ME HUSHING SHALL BE REWIRED UPON CDMPIETON DF CONSTRUCRGN O/q, . y t 1 2 N•� r• Q CWTRACTOR STALL RENOW AND REPLANT EXISTING TREE AT THE 4gp 0 A OP COIF AM MANAGER AT ALTERNATE I.00ARDN ON U R.100 T 1 1 1 4 M4p(E (4~ MAPLEWOLEWD ODGOIFCWRSE ALL•T R E ES IARGEA 7HM'4•IN DIAMTER N\ I (v Sl BE REUOVID"WITH A TREE SPADE \ 1 I 3 CON LL TRACTOR SHA SAWCUT EKSTING PAVEMENT,SEAL JOINT WITH X - - b / of / R O M40DOW THEN APPLY SAND BLANKET M THE SURFACE JOINT. q•, R.100 _ CONTRACTOR SIA11 REMOVE AND WAB1El1AUL E705TNG PAVEMENT. \ X . --____ `\ ` MAPLEIA.+11 O ..... .. ,,.A.0 1I• IY \ O INSTALL NEW TO INSTA NEW CANT PATH AS SHOWN. g E ORANGE JJ•/ `j\J / Rat 1g� rlG CEDARS2�4 ORANGE \ n YI1SALL _ 83 S UCnuT B• SIIPPLDIE'NTAL NOTES FENCING OMIT OF 2001 FIELD \� FWBRI� �` 4RS V 1. CONTRACTOR SHALL USE PVC PIPE EXTENSION TO RAISE SURVEY AT VEGETATION EDGE OF �� �84--•-_ TWIT Di ROOT FIELD w EXISTING•RANBIRO•SPRINKLER HEADS TO FINISHED GRADE \�\�� SURVEY AT EDGE OF !C THE TOP OF ALL ADJUSTED SPRINKLER HEADS SHALL BE (S. \ SU�A FLUSH MM THE FINISHED GROUND SURFACE Ia. _ _____________TION 2. CONTRACTOR SHALL EARS.AND CONTROL 00!F M P��V�.�SE AND CONTRW BOxFS WITH //^\ CONSTRUCTION UNITS, D. CONTRACTOR SHALL SMOOTH ALL TRAM TON MEAS. SEE WATER SURFACE EIEVAnM-- __ _ CONTRACTOR TO INSTALL TYPICAL SECTOR DETAL ON SHEET a PER 2000 AERIAL SURVEY FILTER FABRIC FENCING. 4. CONTRACTOR M LAYOUT CART PATH BASD ON A BEST FIT USING THE CURVE RADII PRONGED ON THE DRAWING. ........:...................:...................:.........:.........:.........:...................:.........:.........:... 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RN O.lr INCHES AT FULL SCALE. NO.: 0857 IF Nqf SCALE AGCdWHGLY DING PLMt 20 10' 0 20' 40• ORANGEnp! y OSTRU CNLIMITS.� "U4 OINSTALL PENDING , fCCosTmuCTION 1 I 1\ \1 \ \1 1 \ \\ 1 I\ \\\\ \ \ FENCING. do\E.Fa i`6p N ��\ \ \ \ \ \\ oo �� \ .�\\\ 3£a VA MAPLE / S / D,.F\F fie\ R-too 54: \\\ CONSTRUCTION NOTES / \ O CONTRACTOR SHALL ADJUST EXISTING VALVE BOX,VIBN ER VE, �BB1 IS _ rNp l pTll51NINa SPPJNKLER NEAD 91N.L BE RE TO I�ED MADE. SPRINKLER TEFr auWED uPpN COIIP{E11pN a µW16 NIICVAL ON. 7 \m OO CONTRACTOR SHALL REMOVE AND REPLANT EXISTING TREE AT THE Oy pptf 7 4 Q lF o DIRECIIOI Qi GOLF COURSE I' M-AT ALTERNATE LOCATION ON + \ SURVEY 83 X. ,[ \� MAPIEWOOD GOLF COARSE ALL TREES LARGER THAN 4'N DIAMETER bx MARKER W / I 511A1 BE REMOVED WITH A 1REE SPADEy.� d y F•' �{ ,K WCUT EXISTING PAVEMENT.SEAI�JOINT % _-- - O M4oGOW THEN APPLC014TRACTUR WALL.YVSA ND BLAWEr TO TIIEE SIMACE JOINT TM Y Y W d -6--S- ---BX --_84� -- ©CONTRACTOR SNA1 REMOVE AND WASIENAUL EXISTING PAVEMENT. 61 �!,L�y T� 3y�ii••��^^HH 1 _ CONTRACTOR SHALL REPLACE to 6• - CQI51kISCTON UMITS --- - -BO i O.Q Z ADS STORM - i= ®CONTRACTOR TO USE CAUTION WHEN WORKING AROUND EXISTING TREE f _ CONTRACTOt TO NS -_.T8 �N WtRA ORM A��® NO FILLING OR EXCAVATION BEYOND THAT SHOWN IS ALLOYED. J ___ -HLiOtTABRNC _ ,,,�TFFFEEE��VEEE TO 0" 8'ptPEE-- _------ / �-- ©CONTRACTOR TO NSTALL NEW CART PATH AS SHOWN. UNIT OF 200!FIELD 1. CONTRACTOR SHALL USE PVC PIPE EXTENSION TO RASE SURVEY AT EDGE OF WATER SURFACE ELEVATON UNIT Of 2001 FIELD SURVEY EXISTING*RA NBIRD"SPRINKLER HEADS TO FlNISHED GRADE. VEGETATION PER 1000 AERIAL SURVEY AT CONTOUR BREAK FTHE LUSH TOP THE FINISHED f SPRINKLER A SURFACE. SHALL BE CONTRACTOR SHALL COORDINATE AD.NSIMENT GF A SPRINKLER VALVES,HEADS AND CONTRO.BOXES WTH F MAP EWOOD GOLF COURSE. L" CONTRACTOR SHALL SMOOTH ALL TRANSOON AREAS SEE TYPICAL SECTION DETAIL ON SHEET S. 4. 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SHEET 4 DM Bp DRY«{iY+4f A- o X' z' ww BT DAtw D•tit M �� TWO NOES AT FULL SCAE JOB N0.: OQT/ F VIOL SCALE ACWPONQY DWG PAN2 S CTION A — STA. 1+00 E SECTION D — STA. 3+50 CTION G — STA. 6+00 Qpp p PROPOSED CART PATH it PROPOSED CART PATH (t PROPOSED CART PATH al i 7 ea N.a..a.H Ia r on 6 a 64 g4 et .r e+ eo aD So B0 78 80 ap � Y� )6 )6 g -60 -a0 -20 0 20 b 60 )E 60 -40 -20 0 20 a0)g yy -60 -20 0 20 g SECTION B — STA. 1+50 6e PROPOSED CART PATH SECTION E — STA. 4+50 SECTION H — STA. 6+50. as � C PROPOSED CART NTH PROPOSED CART PATH b a rr i oa s 64 rt>M 9a � B8 B6 e. 6t So 60 6. ea ep w z eo ]B g 8 6 -60 -.0 -20 0 20 10 -60 -b -20 0 20 40 4 A ALL TRANSITION AREAS SHALL K S• °: i SMOOTH. SEE TYPICAL SEC ON DETA6.ON SHEET 6 FOR Z•e A SECTION C — STA. 2+50 PROPOSED CART PATH SECTION F STA. 5+50 lu �; 6B ee (E PROPOSED CART PATH ea 66 p O U Mr i U W 6t gt `s 0 ffi 6a 5 r OW o So Bo K 00 a _> a ` 76 ]g - F 0 20 b]g �T«OF�tTA1bMp6 p. D.1� A/z�y/o i V - -60 -b -20 0 20 b 6p MN 6h O.Ia `Q' 6.M 6T. Orlw SHEET: 5 p ice' 2' OF.. 7 TFAT INCHES AT FULL SOME JOB Na: OIeS) f NOT.SCARF AOWROINCIY DMC SECTM 9 nNIS1ED GRADE ON SUBCRADE TREE AS SPEGFIED P BACKFlLL MATERIAL day ■ CONSISTING OF STRUCTURAL Z A FILL FOR CART PATH � � ��v 8 ` ATVAFt3 POIN AND TS eeFx�� SPECIAL PRECAUTIONS ro p€0.,WIH a a PROTECT APE ro THIS LEVEL 8: S G $6 ik CR (E)YX R'x B'-0'TYPICAL STAKES 0k WATERING BASIN 8'PVC SLEEVE NITN �k "R �� �N b DREW SIDES O - PIPE B BANGFlLL FOR E�N PLANT PIT TO ALLOW PIPE BEDDING f!� FOR BETTER ROOT TOP SOIL AS SPEGFlEO '� §§ PENETRATION T� 1'-0'MRBMIM COMPACTED TOP '!dj R 11�� SCIL LADDER ROOT BALL y i0 W d • NOTES: - FOUNDATION MATERIAL VARIES AS REQUIRED i 1.PANT ALL TREES SUCH MAT FIN&SOIL LEVEL IS 25' �E ONE INCH NIGHER THAN NURSERY SOIL LEVEL. 2 TAKE CARE TO AVOID ROOTS WITH STAKES S.PLANT PIT S-O'A OR V-0'URGER(ON ALL SIDES) MAN ROOT SPREAD.WHICHEVER IS GREATER kI TREE REPLACEMENT AND STAKING DETAIL TRENCH SECTION - FLEXIBLE PIPE HOT TO SCALE NOT TO SCALE A CART PATH CSEE DETAIL THIS SHEET) B'COMPACTED TOPSOIL z TYPE'A'. ALL FlNISIED GRADES ARE TO TOP OF i AaiIN� Y �.I_ TOPSOIL f AR g S VARIES B 5a0 +y R IV VC IV vc ERN. ...,- 1 "—STRUCTURAL FlLL 0-5' MIN' VARIES FOR CART PATH- VARIES JY�_ a ALL pyy U1�ISTION V TES ..g. a 1. CRE CONTRACTOR SHALL GRADE ALL AREAS ro ELEVATION VARIES 4 R GRADES SMOOTH AL CURVES BETWEEN DIFFERENT T GRADES. VERTICAL OURVFS HAVE BEEN NOTED OM THE DRAININGILLUSTRATE REOUE IT IS� NECETAIa�ON °DC ORC CONSTRUCT Vmncu RVESFOR�sPROJECT. TYPICAL SECTION TIIE CITY RESERVES THE RIGHT TO REQUEST MINOR REVISIONS TO THE GRADING IN ORDER TO NOT TO SCALE ACCOMPLISH A COMIRI/OU5,ROLLING SURFACE Y SUITABLE FOR GOLF PLAY. v 2 EIIE CONTRACTOR LL SHA INSTALL NEW A'CPEP STO RM MAIN PIPE AND B'PVC SLEEVE TO ORION& W e LINE AND GRADE Ar APPROXIMATELY SEA.].Y0 AS Z In Q SHO.ON SHEET a. O m q B' F Y COMPACTED ASPHALT CONC. W O' r PAVEMENT(ACP)CI.A55'B' a. J O O SLOPE I ro zW FdR DRANAGE ¢ W COMPACTED DEPTH O a z '4.Y Y tlOrA+d a TOPSOIL TYPE'A' LL C]o 5 O< g SRWICTURAL FlLI.•' 2 F'OR'.CART PATH A'COMPACTED DEPTH CRUSHED }o W W cp ¢ SIRFACNG TOP COURSE H V J¢ O CART PATH SECTION U x < NOT TO SCALE 011001®FBI HxEgYNK[ L•I TO CRY WTNHIiAEp{ pm, D SHEET: 6 BY. o1.�z NO 7 F O T.SCALE AT FULL SCALE. JOB NO.: OBS] F NOT.SCALE AANQY �. DETALI FILTER FABRIC MATERIAL 60'WIDE ROLLS. _M USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2'BY 2'14 GA.WIRE FABRIC OR EQUIV. N01Fc Bita Z § I W b 7-0' II I 1.FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A /-EXISTING GROUND i SEDIMENT TRAP OR POND. / I e J If BURY BOTTOM OF FABRIC 2 MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE 112 EI MATERIAL IN 8'BY 12'TRENCH LINE IS 1:1. _ sj II I 3.MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO d U—8 MAX—ul THE FENCE OF 100 FT. 4.IF SOX OR LESS OF THE SOUL,BY WEIGHT,IS FINE PARTICLES EXISTING GROUND 1. Use 4'to 8'9 lorry yOila or crushed rode for.urfeelnq u shown. ('U SMALLER THAN THE U.S.STANDARD SIEVE NO.200,THE EOS 100'MIN. NOt.1d wIth'Rnu t acceptaDla. SHOULD BE EOTAL TO OR SMALLER THAN THE SIEVE SIZE (MAY BE REDUCED TO 50'MIN THAT 85X OF THE SOL CAN PASS THROUGH. FOR y�WITH LESS TMµ 1 Z Th.100'minimum length shall be Lenythened oe n.oeaecry to Mauro ACRE OF E%POSEO SOIL) material M not tracked Into the public riglTt-of-way or golf coon.parking lot.FILTER FABRIC MATERIAL 5.THE TRENCH SHALL BE BACKFlI I m WITH NATIVE SOUS. 8' R-25'MIN W 2'BY 2'BY 14 CA.WIRE 6.FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE FABRIC OF EWIV. SERVED THEIR USEFUL PURPOSE,BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 7-0' 15, IN. CI 7.FILTER FABRIC FENCES SHALL BE A SPECTER DURING IMMEDIATELY Z PROVIDE NATIVE SOIL 5'-0' AFTER EACH RAINFALL AND AT LEAST DAILY WRING �c BACKFlLL IN TRENCH ANO PROLONGED RAINFALL.ANY REPAIRS SHALL BE MADE Z ON BOTH SIDES OF IMMEDIATELY. a FILTER FENCE FABRIC ON MIN. THE SURFACE EXISTING DRIVEWAY RAMP OR SITE ACCESS 2'BY{'WOOD POST ROAD ALT. STEEL FENCE POSTS. FILTER FABRIC FENCE DETAIL etsn TEMPORARY CONSTRUCTION ENTRANCE BRUSH BARRIER NOT TO SCALE NTS NTS NOT TO SCALE 2 EROSION/SEDIMENTATION CONTROL NOTES 1. CONTRACTOR SHALL SUBMIT TEMPORARY WATER POLWTICN/DtOSION CONTROL PLAN PER NE CONTRACT SPECIFICATIONS. CRATE /�EXISTNC ,• 2. ALL UNITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION / GROUND Y -� CLL UNITS ON. SHALL BE OBSERVED DURING µL y� 3. ALL RINGMD/OR SEWMENTATION CONSTRUCTION CONTROL FACILITIES MUST BE W OPERATOR DOES TO LAND CLEARING DRAINAGE OTIHFN CONSTRUCTION EROSION ENSURE SEDIMENT SEDIMENT ES W WATER DOES NOT ENTER F R THE NATURAL DIEAWAGE SYSTEM-ALL TIME N AND AKIN MT D/OR ES SHALL IO MAINTAINED W A 8 AND THEAClCRYPOT CONDITION FOR UNTIE.SUCH TIME THAT CIEARWG AND AND THE POTENTIAL FCIH CN-41E FA09OE1 HAS PASSED.TIE NAP D ENTATDIHC MAINTENANCE.COMPLETED REPLACEMENT AND ADDITIONS TO EROSON/EDI SMENTATION CONTROL SYSTEMS SHALL BE THE RFSPONSWUIY OF THE CONTRACTOR N,�" •l" FILTER SACK 4. TIE EROSION ICU 9DWENTAigN CONTROL ATEDSYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED 7D BE MININIII REWWEMENIS 7D MEET ANTICIPATED S1E CONDITIONS,AS CONSiRUCTdI PROGRESSES AND AS UNEXPECTED OR SEISCIIA CONDITIONS DICTATE,WE CGNTRACTOR SHOULD.ANTICIPATE o TEAT MORE FR EC AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE NOTE: CONTRACTOR TO INSTALL FILLER SACK COMPLETE SLTATON CONTROL ON THE PROPOSED STE.DU MG THE COURSE OF CONSTRUCTION.IT AND PERIODICALLYACTOTO REMOVE AND CLEW W 2 C SNAIL BE TE GBLIGATILM AHD RESPONSBRITY Di TIE CONTRACTOR TO ADDRESS ANY NEW a FILTER SACK Z� Hp W� '`- CONDITIONS TEAT MAY BE CREAIID BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES OVER a AND ABOVE THE MINIMUM REGUWEMENTS AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES CATCH BASIN FlLiIItS TO BE WSTAILFD 0.- �_ 12 F 0 yl MID THE WATER WALITY OF THE RECEIVING DRAINAGE STSIEM. IN PARKING LOT AREA BASNS F O U q I 3 5. AT NO THE SMALL MORE TWI ONE FOOT OF SEDIMENT BE MEOWED TO ACCUMULATE NiNIN A Z� O Lu CI CI CATCH BASIN.TESEDIM CI BASINS, SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF TILE LU 3 J 2 <` 9 COMPLETE ALL CONS BASINS,CONVEYANCE LINES AND DITCHES SHALL BE CIFANED AFTER CATCH BASIN FILTER COMPLETION aF CONSTRUCTION. 6. THE CONTRACTOR SHALL REMOVE MATERIAL DROFPED.WASHED OR TRACKED MW VEHICIES ONTO NOT TO SCALE O W O THE CITY RIGHT-OF-WAY OR PARIONG LOTS DEBRIS STALL NOT BE WASTED INTO THE STORM LL YfYII He DRAI SYSTEM. 0 On 0 < W p R 7. TEMPORARY EROSION CON1R01,FACAl11E5 91A1L BE WSPEGRD WID7QY AHO MAINTAINED"TNN 2{ i 3 O HOURS FOLLOWING A S10RM EVENT.SEDWENT SHALL BE-I YEp TO MS1RE THE FACILITIES WILL }V J¢ S F g FUNCTION PROPERLY.THE FACILTIIES SINE BE SATSFACiORILY NAWTAWW UNTIL CONSTRUCTION IS A: COMPLETED AND THE PO7FNTIN.FOR ON-SITE EROSION HAS PASSED. ON[Cllm FOR COIiUANCE V x < L B ALL TO STORM GRAIN INLETS MADE OPERABLE WRING WNSTRUCTKIN SHALL BE M07ECTM SO TEAT TO CITY STAEDAMS � ,�/1 STORMWAIER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED j/liL OR OTHERWISE TREATED TO REMOVE SEDIMENT. R 6.te 0. BSOw m 8. CONTRAAIL FAILURE TO O�ONS�BIE FOR RESILT CN REMOV U�FUL AND T,WL MATERIAL UR T1RAlm W MATERIAL AT NO COST TO THE OYMER. ANY COST ASSOCIATED WITH DELAY W WORN CAUSED BY SHEET. T 3 SUCH REMOVAL AND REPLACEMENT SHALL BE AT NO COST TD THE OMER, 0�2 OF: 7 ISO TWO INCHES AT FULL SCALE JOB NO: OI657 u F MDT.SCNE ACGDRDNMY DW MTA12 _ 20' 10' 0 20' 40' ORAN LIMITS. CENSTR CTION AM\D1\\ "\ Sp�1NK�R -� OONTRACTOR TO INSTALL ORANGE CONSTRUCTION FENCING SP s i Z d 8 �\ DER ° \ ✓ \ 1\ °�R\Nr0. '� 2 `\Ne"� \ \\�g? J\ 12 D\A \ \\ �yo D\M• 2 \ \\cp\�ey\ Lo p\A F . / — � _14 � \ m s\ DMA. MAPLE O J Of W /2 / m 2 S \ \\ \ 2 PLE`/••�65 R SO �� \\ \ \ 0 o n< _ \ v N F\R as R-100 \ }•RDA M � 1 CONSTRUCTION NOTES e�\ 84 50 W 81 R= \ \ '\\ 000NTRACTOR SHALL ADJUST EXISTING VALVE BOX. SPRINKLER VALVE, r`�y N ISHED GRADF- SPRINKLER TEST AND LINE p P-u,PP�E ��> 8• — — +80� SPRiNKLE\ 9 FLUSHING RSHALL BE EAD TO NQUIRED UPON COMPLETION OF CONSTRUCTION. 4 i 3 \gyp Q C SHALL REMO EPLANT EXISTING E v 0 93R9 o ON GOLF C MINA AT ALTERNA OCAl10N pLE - / / /MOOD ALL TREE AN 4• IN DIAM o 0 P \ 4 MARKER P0SURVEY `' / , HELLBE REMO WITH A TREE SPADE. N N h 3 -� 1 n v m 83 ej� / X X\ X X X % a X ---X \ — 86 CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT. SEAL JOINT WITH 6 - W o Q 2 % X (' ^_- S•�l — —82 _ — — — O AR4000W THEN APPLY SAND BLANKET TO THE SURFACE JOINT. ¢ x> w cE'L —X�.� `S-V 6_CEO f—'\ ——81 _84 4 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING PAVEMENT. �' cr �XA' y _ — CONTRACTOR SHALL REPLACE a = a d 51 _� �Fy�.S cEDpRS _ — _ — — — _ — — 80 4DpS➢NC�' ABS STORM �' — OS CONTRACTOR TO USE CAUTION WHEN WORKING AROUND EXISTING TREE < Z X IP '�Y- _6•� — CON5TTuCTION UNITS. — DRAIN WITH NEW r-CPEP _ _ �! r NO FILLING OR EXCAVATION BEYOND THAT SHOWN IS ALLOWED. o CONTRACTOR TO INS _ _ — _ 78 -STORM DRAIN AND 8• PVC `/ a —FILER-FAWC F'INCING. 76 SLEEVE 1'0 OR�It,NAC LINE — _ — 6O CONTRACTOR TO INSTALL NEW CART PATH AS SHOWN. < — — / V / // �- �— --_ —✓ --�i -_� SUPPLEMENTAL NOTES: 1. CONTRACTOR SHALL USE PVC PIPE EXTENSION TO RAISE LRAT OF 2001 FIELD LIMIT OF 2001 FIELD SURVEY EXISTING / SURVEY AT EDGE OF WAELEVATIONAT CONTOUR BREAK THE TOP OF IALLR FINISHED DE. ADJUSTED SPRINKLER HEADS SHALL BE VEGETATION PER 2000 AERIAL SURVEY FLUSH WITH THE FINISHED GROUND SURFACE. Z i �ifi 5 2. CONTRACTOR SHALL COORDINATE ADJUSTMENT OF 0 SPRINKLER VALVES, HEADS, AND CONTROL BOXES WITH > Thyf"rdcla 2 Q!l t/'ecs rcrr►ovcc� from MAPLEWOOD GOLF COURSE. fhe 9v/� eav�se f1„n the /s hvre/y),h a 3. CONTRACTOR SHALL SMOOTH ALL TRANSITION AREAS. SEE !,//�� Mo•��' '� t re �p�d`� `� Zvr�e !.4///l be- reloldjc� w/f//�h f'//e TYPICAL SECTION DETAIL ON SHEET 6. yle-GCs �� aC- PB"rod e�,C 6,., e- 'yod • 1 ) 4. CONTRACTOR TO LAYOUT CART PATH BASED ON A BEST FIT $hpl-e trJ ZD�IC♦ /�JJ T/ L S /Gj�',e USING THE CURVE RADII PROVIDED ON THE DRAWING. fo �hSvrL Surma:✓a/, �Hy f, cc Ahdf � Z :.........:.........:.........:.........:.........:......... ...... ..... �`� ... . ...... ....... .... ....... ....... ....... ....... ....... ... .. . ....... ..... ....... - :.........:.........:.........:.........: ....... ..... . ....... . 0�- sd/✓i�✓L b1/;// 6L ��cC� ,•n �'iiL !4�/`f N oi, '�-I�Gt S�oa.>✓t yt, �+r.>�k "s .. .. .. o� •• a f .... .. .. ...... ... .. .... .. .... .. ... .. .. ...... .. ......... e!w . . ......... ................. .. .......... ......... .........:......... ......... ......... ......... ......... ......... .........:......... .........�............. .. _. .. ... .. .. 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JOB NO.: 01657 - IF NOT,SCALE ACCORDINGLY DWG_ PLAN2 20' 10' 0 20' 40' ORANGE KR 182— 1CONSTRUCTION LIMITS.CONSTRUCTIONXRPN` FENCING \p �CONTRACTOR TO INSTALL d P i�e ���EPD X ORANGE CONSTRUCTION FENCING., PLd �KK` 95,\ s� °' \ `ER o ✓ f\R KK 5 \ \r V PAVE -\/ %2 DP. NER\ p\p ' ` \P fWk \dry 03 2` \ \\ \\ \ \ \ \ e9 9p�9�\\ a� \\ \ z 5 Wg r / \ \fi i86'� DI A. MAPLE _ v\ < 85 1~11 2 1 \ 2 N R=50DI PLE ss \ \\D \\ \ , ` _ // 2 54MP�\ CONSTRUCTION NOTES �+ U s W 81 / f1R R I00 \ \ 1O CONTRACTOR SHALL ADJUST EXISTING VALVE BOX. SPRINKLER VALVE. _ �.80\ \ SPRINKLER HEAD TO FINISHED GRADE SPRINKLER TEST AND LINE N 2 O\P MpP�E R C�7 8! - - \ y FLUSHING SHALL BE REQUIRED UPON COMPLETION OF CONSTRUCTION. U A" c O 3 / CBA \`�o O C R SHALL REMO EPLANT EXISTING E �A2ECTION GOLF MANA AT ALI YE I OCATION O pVE 4 MARKER P / /MAPLEWOOD ALL TREE AN 4" IN DIAM N op II vi 3 P SURVEY 0�' / l SHALL BE REMO MATH A TREE SPADE, . . a 3 CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT, SEAL JOINT WITH c� w g3 %�� -�/ 'Y X �X_ �x � X—=g X X — — 86 -- O AR4000W THEN APPLY SAND BLANKET TO THE SURFACE JOINT. a x i o 0 y �� X S�V_ 'S Yam' hj� w Y o SZ .�� 6lCEO—S_ _84 f 4 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING PAVEMENT. a Q w a X � — — — CONTRACTOR SHALL REPLACE _ o 0 o 0 a CEDARS _ — — — — — — — 60 J�OSTINC�4" ABS STORM _ O5 CONTRACTOR TO USE CAUTION WHEN WORKING AROUND EXISTING TREE. it 6", — — CONSWO-CT10N LIMITS. DRAIN MATH NEE/�QpEp NO FILLING OR EXCAVATION BEYOND THAT SHOWN IS ALLOWED. o CONTRACTOR TO INS — — — — — 78 -STORM DRAIN AND 8" PVC J /^� FILLER-fABRFC FERICING. SLEEVE TO DRj��� — _ 6 CONTRACTOR TO INSTALL NEW CART PATH AS SHOWN. < / r 6 AAZI1 TRAIfF / / SUPPLEMENTAL NOTES: � 1. CONTRACTOR SHALL USE PVC PIPE EXTENSION TO RAISE LIMIT OF 2001 FIELD LIMIT OF 2001 FIELD SURVEY EXISTING "RAINBIRD" SPRINKLER HEADS TO FINISHED GRADE 0O / SURVEY AT EDGE OF WATER SURFACE ELEVATION AT CONTOUR BREAK THE TOP OF ALL ADJUSTED SPRINKLER HEADS SHALL BE I8 / VEGETATION PER 2000 AERIAL SURVEY FLUSH WITH THE FINISHED GROUND SURFACE. z _ o i l6 2 CONTRACTOR SHALL VALVES, HEADS. AND CONTROL BOXES WITH w trees /'Cm o vc� fro+� MAPLEWOOD7he e'4Y aN� /4)0 �0��`� � CONTRACTOR GOLF L SMOOTH / ` the go�� co✓.mac ,,,�%-Fh;h tl,c shorcj+l�� 3• CONTRACTOR SHALL SMOOTH ALL TRANSITION AREAS. �E !I/i Il MOn+'fir' ¢`iG r� -pld�AGO Zooe w�/l be- re idccaL W�th,17 the TYPICAL SECTION DETAIL ON SHEET 6. 'os_rvd 8 "t L 'rod. P 4. 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JOB NO.: 01657 IF NOT, SCALE ACCORDINGLY DWG: PLAN2 ORANGE CONSTRUCTION 20' 10' 0 20' 40' � -�K /t o F,,AD FENCING H V 1� 82� 00 __ �\ i \��' --- n CONS UCTION LIMITS. ~ORANGE 1 — \� 78 �„ \—— ——\ SPRINKLER \ A TOR TO INSTALL ORANGE —�� I \ — � a \ ALVE ORANG STRUCTION FENCING. Alm 'FENCING, �` q \\ 14" DIk MAPLE \\ D�WII $ SP \ N N 79 7T Z�8 \) o VALVENKLER \ 1 so 1 5 PRINKLER ` \\ ------- \ 1 o SP \ \ R`1� \ 1 R`� \ \ w ff a SPRINKLER o CONlNKLER \ (\ 6,1 ----- �� �B/� 80� \ _- ---_ _ CONTROL BOX TROL BOX 1 5 11 ;�u S� \ w \ - 1 I 1 \ 19,11 v 3 _ SPRI — \\\ 1 e i /0"014. 72^pl� _ CONSTRUCTION NOTES u �82� oSPRIaKCER•_ R-25 VA KLFR S .0 64 �� MgPL •�9PL\/ Z: 00 HEAD � \ 1 ONTR LE 80 D5 F F '+t0 Ol CONTRACTOR SHALL ADJUST EXISTING VALVE BOX, SPRINKLER VALVE, \ S 1 \ 1 1- 2 O 5 SPRINKLER HEAD TO FINISHED GRADE. SPRINKLER TEST AND LINE FLUSHING SHALL BE REQUIRED UPON COMPLETION OF CONSTRUCTION. I CONTRACTOR SHALL REMOVE AND REPLANT EXISTING TREE AT THE �I \ R=100 4s4 �gaL�A. 0/q DIRECTION OF GOLF COURSE MANAGER AT ALTERNATE LOCATION ON V \ \ 1 1 / 1 'ygPLF MAPLEWOOD GOLF COURSE. ALL TREES LARGER THAN 4" IN DIAMETER 82 SHALL BE REMOVED WITH A TREE SPADE 4 B7 1 1 g O AR400OWTTHENN APPLY SHALL ASAND WCUT EBLA KET TOXISTING �THE S. SEAL JOINT U FA E JOINT.�TM o N cV F- Y P NK<fR �(/� O CONTRACTOR SHALL REMOVE AND WASIEHAUL EXISTING PAVEMENT. @ DIq_ 1 g OS CONTRACTOR TO USE CAUTION WHEN WORKING AROUND EMS71NG TREE. ¢ J U --87- _//1 \ ^67 MAPS O NO FlWNG OR EXCAVATION BEYOND THAT SHOWN IS ALLOWED. Q i a �8` 2 \\ J'\ O 0 to Q U a p ORANGE J 60^ � �� 5 , 1 .� �t� ©CONTRACTOR TO INSTALL NEW CART PATH AS SHOWN. CONSTRUCTION COTTpN- �� R-100FENCI a •� 82-- \ X g Q o 6" CEDARS _ �� ORANGE �IiTR�ACTOR W INS�AL�Ts. _ 83 \ CONSTRUCTION B^ v SUPPLEMENTAL NOTES: LIMIT OF 2001 FIELD \` ZO V\ ��� FENCING CfOAR e( CONTRACTOR VEGETATION SURVEY AT EDGE OF \FICIER \`C FENgN \\\\ _— &_—_ \ \ S �� 1 EXISTING INHALL USE PVC BIRD* SPRINKLER PIPE E EEXTENSIONDS TO (TO RAISE SHED GRADE o _ LSURVEY AT IMIT OF 2001 FIELD �'\ THE TOP OF ALL ADJUSTED SPRINKLER HEADS SHALL BE 84` VEGETATION EDGE OF FLUSH WITH THE FINISHED GROUND SURFACE w \\ 1 2. CONTRACTOR SHALL COORDINATE ADJUSTMENT OF 8p B2 ———— ———, —--——_ / —————————' SPRINKLER VALVES, HEADS, AND CONTROL BOXES WITH ---— — —_ --------------' — MAPLEWOOD GOLF COURSE. CONSTRUCTION LIMITS.~ 3. CONTRACTOR SHALL SMOOTH ALL TRANSITION AREAS. SEE WATER SURFACE ELEVATION — — CONTRACTOR TO INSTALL TYPICAL SECTION DETAIL ON SHEET 6.PER 2000 AERIAL SURVEY FILTER FABRIC FENCING. Z 4. 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