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HomeMy WebLinkAbout20-79 - FDP Lot 8 Oak Meadows 8-26-2020RESOLUTION N". 20-79 A RESOLUTION OF THE BOARD OF TRUSTEES OF THE TOWN OF FIRESTONE, COLORADO, APPROVING A FINAL DEVELOPMENT PLAN FOR CERTAIN REAL PROPERTY LOCATED AT LOT 8, OAK MEADOWS VILLAGE WHEREAS, Oak Meadows Commercial, LLC, as owner of certain real property legally described as Lot 8, Oak Meadows Village (the "Property"), and on behalf of Dorsey Development Companies, LLC, as development applicant ("Applicant"), have submitted a proposed final development plan for the Property, entitled "Final Development Plan Dollar General Firestone Lot 8, Oak Meadows Village Situated in the SW 1/4 of Section 6, T.2N., R.67W. of the 6`h P.M., Town AFirestone, County of Weld, State of Colorado" (the "Final Development Plan"); and; WHEREAS, the Firestone Planning and Zoning Commission, after conducting a public hearing on the Application on August 6, 2020, rendered a decision recommending approval of the Final Development Plan with two (2) conditions as more fully set forth in PC-20-12, dated August 65 2020 and; and WHEREAS, on August 26, 2020, the Board of Trustees conducted a public hearing on the Final Development Plans and WHEREAS, after reviewing the record of the Planning Commission public hearing, and after considering the testimony, evidence and argument presented at the Board of Trustees public hearing, the Board of Trustees finds and determines that the Final Development Plan is complete, and that the Applicant has met the applicable requirements and standards set forth in the Firestone Municipal Code and Firestone Development Regulations. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FIRESTONE, COLORADO: Section 1. The Board of Trustees acknowledges the Planning and Zoning Commission's findings of fact in this case, as detailed in Resolution PC-20-12. Section 2. The above Recitals and Findings of the Board of Trustees are hereby incorporated into this resolution. Section 3. The Final Development Plan Dollar General Firestone Lot 8, Oalc Meadows Village Situated in the SW 1/4 of Section 6, T.2N., R.67W. of the 6t1i P M., Town of Firestone, County of Weld, State of Colorado attached hereto as Exhibit A and incorporated herein by this reference, is hereby approved, subject to and contingent upon compliance with the following conditions: (a) The Applicant provides an updated title commitment when the mylars are provided for recording, dated no later than thirty (30) days prior to submission of mylars. (b) All minor, technical corrections to the Dollar General Firestone Oak Meadows Village, Lot 8 Final Development Plan shall be made to the Town's satisfaction. (c) The Final Development Plan Dollar General Firestone Lot 8, Oak Meadows Village Situated in the SW 1/4 of Section 6, T.2N., R.67W. of the 6"' P.M., Town of Firestone, County of Weld, State of Colorado shall not be recorded until such time as all conditions of this section have been fulfilled by Applicant. Section 4. Approval of the Final Development Plan Dollar General Firestone Lot 8, Oak Meadows Village Situated in the SW 1/4 of Section 6, T.2N., R.67W. of the 6th P.M., Town of Firestone, County of Weld, State of Colorado that is the subject of this resolution, shall be null and void if the conditions set forth in Section 3 above are not complied with, unless extended by Resolution of the Board. INTRODUCED, READ AND ADOPTED thisa&j day of Lt , 2020. ATTEST: J ssi a Koenig, Town r rIRmMED AS TO9 TOWN OF FIRESTONE COLORADO ow�N A {• i O F $EAR i Q i Sin eld,Mayor O� OCOt/NTY,•GOv Town Attorney Exhibit A Final Development Plan Dollar General Firestone Lot 8, Oak Meadows Village Situated in the SW 1/4 of Section 6, T.2N., R.67W. of the 6111 P.M., Town of Firestone, County of Weld, State of Colorado 4631928 09/21/2020 04:04 PM Total Pages: 25 Rec Fee: $253.00 Carly Koppes - Clerk and Recorder, Weld County, CO AGENCY/UTILITY CONTACTS FIRESTONE PUBLIC WORKS DEPARTMENT 7500 PINE CONE AVE. P.O. BOX 100 FIRESTONE, CO 80520 (303)833-3565 WATER TOWN OF FIRESTONE 151 GRANT AVE. P.O. BOX 100 FIRESTONE, CO 80520 (303)833-3565 SANITARY SEWER ST VRAIN SANITATION DISTRICT 11307 BUSINESS PARK CIRCLE LONGMONT, CO 80504 (303) 776-9570 GAS SUPPLY BLACK HILLS ENERGY P.O. BOX 6006 RAPID CITY, SD 57709 (888) 890-5554 ELECTRICITY UNITED POWER 500 COOPERATIVE WAY BRIGHTON, CO 80603 (303) 637-1300 r 1 lei o t m m • sIt THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION, SIZE, NUMBER, AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON MEASUREMENTS TAKEN IN THE FIELD AND RECORDS OF THE VARIOUS UTILITY COMPANIES, THIS INFORMATION IS NOT TO BE RELIED ON TO BE COMPLETE OR EXACT. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST UTILITIES BE LOCATED AND MARKED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. OWNER OAK MEADOWS COMMERCIAL LLC 144 ERSELIA TRAIL ALAMO, CA 94507-1312 DORSEY DEVELOPMENT COMPANIES, LLC ATTN: PAUL DORSEY 3636 NORTH CAUSEWAY BLVD., SUITE 200 METAIRIE, LOUISIANA 70002 (504) 220-4123 EMAIL: PDORSEY3@GMAIL.COM CIVIL ENGINEER ENGINEERING SERVICE COMPANY ATTN: CHAD M. ANDERSON, PE 14190 EAST EVANS AVE. AURORA, CO 80014 (303) 337-1393 EMAIL: CANDERSON@ENGINEERINGSERVICECO.COM SURVEYOR ENGINEERING SERVICE COMPANY ATTN: CHARLES N. BECKSTROM, PLS 14190 EAST EVANS AVE. AURORA, CO 80014 (303) 337-1393 EMAIL: CBECKSTROM@ENGINEERINGSERVICECO.COM ARCHITECT M2 STUDIO ATTN: LIBBY R. CREIM 8200 HAMPSON ST., SUITE 320 NEW ORLEANS, LA 70118 (206) 965-0505 EMAIL: LIBBY.CREIM@M2STUDIODESIGN.COM LANDSCAPE ARCHITECT MACK LAND, LLC ATTN: KATE VOLZ, RLA 1870 DENVER WEST DRIVE GOLDEN, CO 80401 (303) 669-8922 EMAIL: KATE@MACKLANDLLC.COM LOT 8, OAK MEADOWS VILLAGE TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO BASIS F BEARINGS BEARINGS ARE BASED ON THE SOUTH LINE OF THE SW 1/4 OF SECTION 6, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN STATE PLANE BEARING OF S8901126"E. L 1 s BM 25 - MARKED "X" ON THE NORTH END OF HEADWALL AT NORTHWEST CORNER OF INTERSECTION OF FIRESTONE BOULEVARD AND COLORADO BOULEVARD. ELEVATION = 4848.265 FEET (NGVD 1929 DATUM) • • • • • W ' i • •�'• 92 UWWlkVV nogirto Charter School 0 O O I o �m c SITE D�411r�f-Pl��,�n. oFirslre Meadows Apart moat Chase Han FItett000 Blvd Raft Hacitelitia, Jalisco Cirnarron Apartments eats Ili doper i.. VICINITY MAP SCALE: 1 "=500' 1 OF 23 COVER SHEET 2 OF 23 GENERAL NOTES 3 OF 23 SITE PLAN 4 OF 23 GRADING PLAN 5 OF 23 SITE AND GRADING DETAILS 6 OF 23 SITE AND GRADING DETAILS 7 OF 23 EROSION CONTROL PLAN 8 OF 23 EROSION CONTROL DETAILS 9 OF 23 EROSION CONTROL DETAILS 10 OF 23 EROSION CONTROL DETAILS 11 OF 23 UTILITY PLAN 12 OF 23 UTILITY DETAILS 13 OF 23 UTILITY DETAILS 14 OF 23 ARCHITECTURAL ELEVATIONS 15 OF 23 ARCHITECTURAL ELEVATIONS 16 OF 23 LANDSCAPE PLAN 17 OF 23 LANDSCAPE DETAILS 18 OF 23 IRRIGATION PLAN 19 OF 23 IRRIGATION NOTES AND SCHEDULE 20 OF 23 IRRIGATION DETAILS 21 OF 23 IRRIGATION DETAILS 22 OF 23 PHOTOMETRIC PLAN 23 OF 23 PHOTOMETRIC DETAILS y111111111:9•T_Xr_� ACCEPTANCE BLOCK: BY SIGNING THIS FINAL DEVELOPMENT PLAN, THE OWNER ACKNOWLEDGES AND ACCEPTS ALL OF THE REQUIREMENTS AND INTENT SET FORTH HEREIN. BY: SIGNATURE i NOTARIAL: STATE OF LA ) COUNTY OF (, ON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIJ� $ DAY OF CV0NffiyV , 20 'Lcp A.D., BY WITNESS MY HA ND FI L SEAL: NOTARY PUBLIC mill 101V MY COM ISSION EXPIRES CLERK'S CERTIFICATE: Gq REBEKAH ELLEN JUNGKEIT Notary L�ei Public - California Contra Costa County — sty Commission tt 2269200 Comm. Expires Dec 2, 2022 ED B THE TOWN BOARD OF TRUSTEES OF THE TOWN OF FI ESTONE, COLORADO THIS DAY OF I(�S s 20 BY RESOLUTION NO. MAYOR PROJECT CONCEPT: T ST: TOWN CLE ' THE FINAL DEVELOPMENT PLAN FOITLOT 8, OAK MEADOWS VILLAGE ESTABLISHES THE PLANNING FOR A RETAIL STORE. OAK MEADOWS VILLAGE IS DESIGNED TO PROVIDE CONVENIENT NEIGHBORHOOD RETAIL AND SERVICE FACILITIES FOR THE TOWN OF FIRESTONE AS WELL AS CURRENT AND FUTURE ADJACENT NEIGHBORHOODS. THIS FINAL DEVELOPMENT PLAN SETS SPECIFIC STANDARDS FOR LOT 8 AS SHOWN WITHIN THIS DOCUMENT. ANTICIPATED SCHEDULE: EXPECTED CONSTRUCTION START: Q3 2020 EXPECTED CONSTRUCTION FINISH: Q4 2020 WATER DEDICATION: WATER DEDICATION WAS DETERMINED BASED ON INFORMATION PROVIDED BY THE APPLICANT. THE TOTAL AMOUNT OF CBT WATER TO BE DEDICATED TO THE TOWN WAS CALCULATED BASED ON ACRES OF IRRIGATED LANDSCAPING ON THE SITE AND TOTAL ESTIMATED DOMESTIC (IN -BUILDING) DEMAND. THE TOWN SHALL AT ALL TIMES HAVE THE RIGHT TO REQUIRE ADDITIONAL WATER DEDICATION IF ACTUAL CONSUMPTION EXCEEDS THIS CALCULATED ESTIMATE. IF THE TOWN DETERMINES THAT ADDITIONAL CBT WATER IS TO BE DEDICATED THE LOT OWNER SHALL PROVIDE THE WATER WITHIN 30 DAYS WRITTEN NOTICE BY THE TOWN. THE ADDITIONAL DEDICATION SHALL BE BASED ON THE TOWN'S THEN CURRENT WATER DEDICATION POLICIES. THE TOWN OF FIRESTONE HAS DETERMINED THAT THE REQUIRED CBT DEDICATION TO BE: IRRIGATION DEMAND = 1.12 SHARES DOMESTIC DEMAND = 0.40 SHARES A TOTAL OF 2.0 CBT SHARES FROM THE OAK MEADOWS POOL WILL BE APPLIED TO THIS PROJECT TO MEET THE WATER DEDICATION OBLIGATION. ARCHITECTURE: THE BUILDING WILL FEATURE 4-SIDED ARCHITECTURE WITH PILASTERS ON ALL SIDES AND PARAPET. GENERAL NOTES: 1 6 Ni AREA (S.F.) % OF SITE 5 TOTAL SITE AREA 61,442 100% OPEN AREA / LANDSCAPE COVERAGE 14,137 23.0% FLOOR AREA (INTERIOR) 9,100 6 BUILDING FOOTPRINT 9,494 15.5% PARKING / HARDSCAPE COVERAGE 37,812 61.5% MAXIMUM BUILDING HEIGHT 21'-4" PRIMARY SITE USE RETAIL 32 SPACES PARKING SPACES PROVIDED (2 ACCESSIBLE) FIRE FLOW REQUIREMENTS ARE 2,000 G.P.M. FROM 2 HYDRANTS. MINIMUM 20 P.S.I. RESIDUAL PRESSURE. CODE USED FOR ANALYSIS: 2012 IFC. CONSTRUCTION TYPE: IIB FIRE AREA: 9,100 SF OCCUPANCY CLASSIFICATION M THIS BUILDING IS NOT SPRINKLERED THE ABUTTING PROPERTIES FOR THIS LOT 8 FINAL DEVELOPMENT PLAN ARE UNDEVELOPED ON THE EAST SIDE AND DEVELOPED ON THE SOUTH SIDE. ALL SITE IMPROVEMENTS INCLUDING LANDSCAPING ON LOT 8 WILL BE INSTALLED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. NO PUBLIC LANDS ARE DEDICATED WITHIN THIS FINAL DEVELOPMENT PLAN. THIS PROJECT IS A PORTION OF THE APPROVED OAK MEADOWS P.U.D. AND THE OAK MEADOWS VILLAGE OVERALL FINAL DEVELOPMENT PLAN. DIMENSIONING FOR LOTS AND ROADWAY WIDTHS, UTILITY LOCATIONS, SITE GEOMETRY, AND OTHER RELATED INFORMATION ARE PROVIDED WITHIN THESE PLANS. IN THE CASE OF CONFLICTING INFORMATION BETWEEN THIS PLAN AND THE PLAT, THE PLAT IS THE RULING DOCUMENT. NO BUILDINGS SHALL BE CONSTRUCTED WITHIN 150' OF AN EXISTING OIL/GAS WELL. j ` ® po ti q U- 0 0 00P p 1 co 2® J N U N J U z., 0 CD 00 o 00 (O N N N N ® N N N N J J 0 m Q +'� m 0) ro o co (j) O tJ ® Z vWi ti 0 lz� d C > O Q 00 0) co M - > 00 M LLI O M dT r�- .- ® r r-� N co U M (co � LU co co M 06 ® '® Cyi CM r (M M r QL L d _0 � ° �r W m> =1111U cc E rn O Ix c� z O O J � LU tv oW v� Z Z a� tp C v ; a, U� o 0 (00 z =W J I- O a_ U_ _J 00 LL F-O ca E a_ co w _j o 0 Ui0 > N to 2 h_ w ® ~ o c=n 0 W z U O > Lo z ( U) �— Uj 0 0Uj U m Cs > W [L Q ti J Q u) z0 ®w z w LU� _�Q0a LU0 WW�W Uj 0 0 _j --i �0W0 I— � 111 zaz �<z t 0 00 W 0 0 0 ® _j U) M 15- Q _ c e {= U Prepared Under The Direct Supervision Of: ti •N F�.•,5�, C� �,ZP so •. � . 55094 fox-, FSS2ON O , .. G� For and on behalf of Engineering Service company Designed by: Engineering No.: CMA E-20-006 Drawn by: Date: CMA 2020-09-01 Checked by: Scale: Horz.: N/A CMA Vert.: N/A Sheet No. 4631928 09/21/2020 04.04 PM Page 2 of 25 FIRESTONE CONSTRUCTION GENERAL 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST "DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS FOR PUBLIC IMPROVEMENTS" BY THE TOWN OF FIRESTONE. COPIES OF THE STANDARDS AND SPECIFICATIONS MAY BE OBTAINED FROM THE TOWN WEB SITE. CONTRACTOR SHALL HAVE A SET ON SITE AT ALL TIMES. 2. THE OWNER SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF FIRESTONE ENGINEERING STAFF PRIOR TO THE START OF CONSTRUCTION. THOSE IN ATTENDANCE SHALL INCLUDE THE OWNER, HIS ENGINEER, THE TOWN ENGINEERING STAFF, REPRESENTATIVES OF THE CONTRACTORS AND OTHER AFFECTED AGENCIES. PLANS SIGNED AND ACCEPTED BY THE TOWN WILL BE DISTRIBUTED AT THE PRE - CONSTRUCTION MEETING. CONTRACTOR SHALL HAVE (1) COPY OF THE SIGNED PLANS ON SITE AT ALL TIMES. 3. THE TOWN OF FIRESTONE, THROUGH ACCEPTANCE OF THIS DOCUMENT, ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT. THE OWNER AND DESIGN ENGINEER UNDERSTAND THAT THE RESPONSIBILITY FOR THE ENGINEERING ADEQUACY OF THE FACILITIES DEPICTED IN THIS DOCUMENT LIES SOLELY WITH THE REGISTERED PROFESSIONAL ENGINEER WHOSE STAMP AND SIGNATURE ARE AFFIXED TO THIS DOCUMENT. REPORT ALL DISCREPANCIES TO THE DESIGN ENGINEER IMMEDIATELY. 4. PRIOR TO BEGINNING THE WORK, THE CONTRACTOR SHALL OBTAIN ANY/ALL WRITTEN AGREEMENTS FOR INGRESS AND EGRESS TO THE WORK SITE FROM ADJACENT PRIVATE PROPERTY OWNERS. A COPY OF ALL AGREEMENTS SHALL BE PROVIDED TO THE TOWN. ACCESS TO ANY ADJACENT PRIVATE PROPERTY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 5. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN ENGINEERING STAFF. THE TOWN RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO TOWN STANDARDS AND SPECIFICATIONS. INSPECTIONS AND ONSITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE BY THE TOWN ENGINEERING STAFF OF THE CONTRACTORS" CONTRACTUAL COMMITMENT. REQUESTS FOR INSPECTION BY THE TOWN SHALL BE MADE BY THE CONTRACTOR A MINIMUM OF TWENTY-FOUR (24) HOURS IN ADVANCE. STANDARDS AND SPECIFICATIONS 112020 PAGE 1 OF 7 GENERAL NOTESFIRESTONE c 0 L 0 It A D o CONSTRUCTION DISTURBING OVER ONE ACRE FROM BOTH THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND THE TOWN. 21. EACH TYPE OF CONSTRUCTION SHALL BE COMPLETED BY A CONTRACTOR THAT HAS DEMONSTRATED ACCEPTABLE QUALIFICATIONS TO THE TOWN AND IS A LICENSED CONTRACTOR IN THE TOWN. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION. ALL TRAFFIC CONTROLS SHALL CONFORM TO THE TOWN STANDARDS AND SPECIFICATIONS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) LATEST EDITIONS. A PLAN SHALL BE SUBMITTED TO THE TOWN FOR REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. 23. ALL BACKFILL SHALL CONFORM TO THE TRENCH DETAIL LOCATED IN THE TOWN STANDARDS & SPECIFICATIONS. 24. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING ROADWAYS. 25. THE CONTRACTOR SHALL REPAIR ANY EXCAVATION OR PAVEMENT FAILURES CAUSED BY HIS CONSTRUCTION. 26. THE CONTRACTOR SHALL REN EW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS, WHICH HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED DURING HIS OPERATION. RENEWAL OF PAVEMENT STRIPING AND MARKING SHALL BE DONE IN CONFORMANCE WITH THE TOWN STANDARD SPECIFICATIONS. 27. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY MEASURE NECESSARY TO COMPLY WITH ANY STATE, COUNTY OR TOWN DUST CONTROL ORDINANCE. 28. CONSTRUCTION VEHICLES SHALL USE TRUCK ROUTES DESIGNATED BY THE TOWN. OVERSIZE AND/OR OVERWEIGHT VEHICLES REQUIRE AN OVERWEEGHT VEHICLE PERMIT FROM THE TOWN PRIOR TO TRAVELLING ON TOWN STREETS. 29. THE OWNER/DEVELOPER WILL BE HELD RESPONSIBLE FOR THE PROPER FUNCTIONING OF THE IMPROVEMENTS FOR A MINIMUM OF TWO (2) YEARS FROM THE DATE OF INITIAL ACCEPTANCE OF THE IMPROVEMENTS BY THE TOWN. ANY FAILURE DURING THIS PERIOD OF GUARANTEE SHALL BE REMEDIED BY THE OWNER/CONTRACTOR TO THE SATISFACTION OF THE TOWN AT NO EXPENSE TO THE TOWN. STANDARDS AND SPECIFICATIONS 112020 PAGE 6 OF 7 INAL DEVELOPMENT PLAN DOLLAR GENERAL FIRESTONE LOT 7 OAK MEADOWS VILLAGE SITUATED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF THE 6TH P.M. TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO SHEET 2 OF 23 GENERAL NOTESFIRESTONE c 0 t. O R n O 0 CONSTRUCTION 6. CONSTRUCTION WATER IS AVAILABLE TO THE CONTRACTOR AS ESTABLISHED IN THE TOWN STANDARDS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE TOWN REGARDING CURRENT REGULATIONS, FEES AND REQUIRED AGREEMENTS RELATED TO THE PROVISION OF CONSTRUCTION WATER. 7. THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH THE AFFECTED UTILITY COMPANIES AND SHALL NOTIFY THE UTILITY NOTIFICATION CENTER, PHONE NUMBER 811, THREE (3) BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 8. UTILITIES IN THE AREA OF CONSTRUCTION ARE APPROXIMATE ONLY. THEY HAVE BEEN LOCATED FROM FIELD INVESTIGATION AND THE BEST AVAILABLE UTILITY RECORDS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION AND REPAIR OF ALL UTILITIES ENCOUNTERED DURING CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL CONTACT ALL RESPECTIVE UTILITIES AND HAVE ALL UTILITIES FIELD -LOCATED PRIOR TO CONSTRUCTION. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE TOWNENGINEERING STAFF AND DESIGN ENGINEER PRIOR TO PROCEEDING. 9. THE CONTRACTOR SHALL NOTIFY TOWN ENGINEERING STAFF OF ANY PROBLEM IMPACTING WATER AND WASTE WATER FACILITIES THAT WOULD POTENTIALLY REQUIRE A VARIANCE FROM THE APPROVED PLANS AND SPECIFICATIONS. ANY VARIANCE FROM THE APPROVED DOCUMENTS SHALL BE AT THE SOLE DISCRETION OF THE TOWN ENGINEERING STAFF. 10. CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE SPECIFICATIONS AND PERMITS NECESSARY TO PERFORM THE PROPOSED WORK. 11. AS -BUILT DRAWINGS AS REQUIRED IN THE SPECIFICATIONS, ARE TO BE SUBMITTED BY THE OWNER/DEVELOPER PRIOR TO INITIAL ACCEPTANCE OF THE CONSTRUCTION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ANY EXISTING SIGNS, STRUCTURES, FENCES, ETC., ENCOUNTERED ON THE JOB AND RESTORING THEM TO THEIR ORIGINAL CONDITION. STANDARDS AND SPECIFICATIONS 1/2020 PAGE 2 OF 7 GENERAL NOTESFIRESTONE c 0> O a A o 0 CONSTRUCTION 30. THE SOILS ENGINEER SHALL PERFORM SUFFICIENT INSPECTIONS DURING GRADING AND CONSTRUCTION SO THAT AN OPINION CAN BE RENDERED AND VERIFIED IN WRITING AS TO COMPLIANCE WITH THE PLANS AND CODES WITHIN THE SOILS ENGINEER'S PURVIEW. STANDARDS AND SPECIFICATIONS 1/2020 PAGE 7 OF 7 GENERAL NOTESFIRESTONE C 0 1, 0 It A o 0 CONSTRUCTION 13. THE CONTRACTOR IS RESPONSIBLE FOR: A. NOTIFYING THE TOWN UTILITY CUSTOMERS OF POTENTIAL SERVICE OUTAGES, AND COORDINATE WITH THE TOWN FOR DETERMINATION OF MINIMUM TIME REQUIREMENT. B. NOTIFYING THE TOWN ENGINEERING STAFF IF WORK IS SUSPENDED FOR ANY PERIOD OF TIME AFTER INITIAL START-UP. THE CONTRACTOR SHALL NOTIFY THE TOWN FORTY-EIGHT (48) HOURS PRIOR TO RESTART. C. IN THE EVENT OF AN AFTER HOURS EMERGENCY, CALL 720-652-4222. D. NOTIFYING THE FREDERICK FIRESTONE FIRE PROTECTION DISTRICT OF ALL STREET CLOSURES AND EXISTING FIRE HYDRANTS TAKEN OUT OF SERVICE A MINIMUM OF FORTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION. 14. PRIOR TO INSTALLATION OF UTILITY MAINS, ROAD CONSTRUCTION MUST HAVE COMPLETED THE OVER LOT GRADING STAGE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. A CONSTRUCTION DEWATERING PERMIT MUST BE OBTAINED FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT (CDPHE). GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS OR EROSION OF ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS. THE USE OF ANY SANITARY SEWER TO DISPOSE OF TRENCH WATER WILL NOT BE PERMITTED. NO CONCRETE SHALL BE PLACED WHERE GROUNDWATER IS VISIBLE OR UNTIL THE GROUNDWATER TABLE HAS BEEN LOWERED BELOW THE PROPOSED IMPROVEMENTS. ANY UNSTABLE AREAS, AS A RESULT OF GROUNDWATER, ENCOUNTERED DURING THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE STABILIZED AS AGREED UPON BY THE CONTRACTOR, THE TOWN, AND THE DESIGN ENGINEER AT THE TIME OF THE OCCURRENCE 16. IT SHALL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO RESOLVE CONSTRUCTION PROBLEMS WITH THE TOWN DUE TO CHANGED CONDITIONS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF, IN THE OPINION OF THE TOWN, PROPOSED ALTERATIONS TO THE SIGNED CONSTRUCTION PLANS INVOLVES SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK, OR TO THE FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS, THE DESIGN ENGINEER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO THE TOWN FOR REVIEW AND ACCEPTANCE, PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF THE WORK. STANDARDS AND SPECIFICATIONS 1/2020 PAGE 3 OF 7 1. NLL IVIM I t111/iL0, VVUNNIVINIV0r1Ir', HIVU LAA-40 I NUU I IUIV Ut- MR51-I1i IIVll-KUV tIVlr_N I J oNALL IVltt I UM tllGttU 1 tit J I ANU/iKU6 AND SPECIFICATIONS SET FORTH IN THE TOWN OF FIRESTONE STANDARDS AND SPECIFICATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE RESPECTIVE ENTITY. 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF ONE YEAR FROM THE DATE OF APPROVAL. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE NOTIFICATION TO THE ENGINEER OF RECORD, AND POSSIBLE NEW REVIEW AND APPROVAL PROCESS BY THE RESPECTIVE ENTITIES PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 4. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 5. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 6. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE DE E T Q SIGN ENGINEER N O MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE RESPECTIVE ENTITY PRIOR TO BEGINNING CONSTRUCTION, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 8. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE TOWN OF FIRESTONE, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 9. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, SANITARY SEWER AND STORM SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 10. ALL DOMESTIC WATER CONSTRUCTION SHALL BE PER THE TOWN OF FIRESTONE WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF CONSTRUCTION. 11. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR IF WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN SUCH PERMITS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, 303-692-3590), THE STORM WATER MANAGEMENT PLAN (SWMP), AND THE EROSION CONTROL PLAN. 13. CERTAIN EARTH MOVING ACTIVITIES REQUIRE A CONSTRUCTION PERMIT THROUGH THE COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT (AIR POLLUTION CONTROL DIVISION, 303-692-3150) TO ENSURE COMPLIANCE WITH AIR QUALITY REGULATIONS. SUCH ACTIVITIES REQUIRE SUBMISSION OF AN AIR POLLUTANT EMISSION NOTICE (APEN) AND A FUGITIVE DUST CONTROL PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY PERMITS, NOTICES AND CONTROL PLANS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE TOWN OF FIRESTONE AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE TOWN ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE CONTRACTOR MAY COMMENCE WORK IN THE ENGINEER'S ABSENCE; HOWEVER, THE TOWN RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENTS IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 72 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE TOWN OF SEVERANCE. 16. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED, AT A MINIMUM, TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT-OF-WAY AFTER RIGHT-OF-WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR A RE -DESIGN OF THE SUBJECT PAVEMENT SECTION. ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL GENERAL NOTESFIRESTONE c 0 I, O It A I5 0 CONSTRUCTION 17. DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE TOWN OR THE DESIGN ENGINEER EXERCISE NO CONTROLS OVER THE SAFETY OR ADEQUACY OF ANY EQUIPMENT, BUILDING COMPONENTS, SCAFFOLDING, FORMS OR OTHER WORK AIDS USED IN OR ABOUT THE PROJECT, OR IN THE SUPERINTENDING OF THE SAME. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE DESIGN ENGINEER OR THE TOWN. THE TOWN ENGINEERING STAFF, OR ANY CONTRACTED ENGINEER, ARE NOT RESPONSIBLE FOR SAFETY IN, ON OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS RELATING THERETO. 18. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. 19. REGULAR WORK HOURS ARE SEVEN (7) A.M. UNTIL SEVEN (7) P.M. OR DUSK (WHICHEVER OCCURS FIRST) OF THE SAME DAY, MONDAY THROUGH FRIDAY. THE CONTRACTOR WILL NOT PERMIT OVERTIME WORK OUTSIDE OF REGULAR WORKING HOURS OR THE PERFORMANCE OF WORK ON SATURDAY, SUNDAY OR ANY LEGAL HOLIDAY WITHOUT RECEIVING WRITTEN CONSENT FROM THE TOWN ENGINEER. REQUESTS FOR WEEKEND WORK APPROVAL MUST BE SUBMITTED, IN WRITING TO THE TOWN NO LATER THAN WEDNESDAYS AT 3:30PM FOR SUBSEQUENT WEEKEND AND REQUESTS FOR HOLIDAY WORK APPROVAL MUST BE SUBMITTED, IN WRITING TO THE TOWN NO LATER THAN 7:OOAM-2 BUSINESS DAYS PRIOR TO THE HOLIDAY. ALL EXPENSES INCURRED BY THE TOWN SHALL BE REIMBURSED AT A RATE TO BE DETERMINED BY DIRECTOR OF FINANCE. 20. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK. THE OWNER/CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES FOR ANY PROJECT STANDARDS AND SPECIFICATIONS 1/2020 PAGE 5 OF 7 ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE TOWN A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE TOWN APPROVES THE FINAL REPORT. 18. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY WITH THE EXISTING SURFACE, ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY -DOWN MACHINE. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 20. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES, 21. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT'S LOCAL STREET OPERATIONS. IN ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 22. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 23. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 24. THE CONTRACTOR SHALL HAVE, ON -SITE AT ALL TIMES, A SWMP, A BMP MAINTENANCE LOG, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 25. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE DESIGNER AND THE TOWN IMMEDIATELY. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE TOWN INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE TOWN AND OTHER RESPECTIVE ENTITIES. DOLLAR GENERAL FIRESTONE NAME OF ION . OF r • ■ PREPARATION DATE: REVISION DATE: 12020-06-17 REVISIONDATE: • r i is • DATE: SHEET 2 OF ® '0 I` ao 10 100 rOp 1 ® J m�N JUX,�i Q 1 V iq O 00 V� M (I) O Qj o 0 0 0 W o 0 0 0 ® N N N N Q J � J o a O J Q o o Q ® Z o Z a) > o Q 00 d7 cW O LO a _ �00M > 1- W O M r- U M () Imo® W ca M M 00 >_ cyi cy r d• M M U. Q rn0 � r W a� > U °C E c� (/) p U Z o O J 2 a� oW � cn Z 2 W a� (Q C m V U a) J a � o z W J 1- O a W J 00 F-�L V M 0 W J o 0 �¢ viC) uj > N LI.) E- liJ ® _ U) CL �n U- U O (,� > tc� z0 n W �- ZZ� 00 Lump �,j Ill>d 0 �:�LIJ W �S � z Q0 W W ®10U)0 Z W 0)QU) DWI- <Fn - zW~ Z _ WU00 = UJ �Qou- J _I �13fw� �0W0 �Lu W0�< Cd<z O 7 WzQz ® M W 00v)0 i°Q 1= U Prepared Under The Direct Supervision Of: S ru 55094 FSS/0NAL'v1- For and on behalf of Engineering Service Company Designed by: Engineering No.: CMA E-20-006 Drawn by: Date: CMA 2020-09-01 Checked by: Scale: Herz.: NIA CMA Vert.: NI aneec rvo.: 4631928 09/21/2020 04.04 PM Page 3 of 25 LOT • , OAK MEADOWS VILLAGE SITUATED IN THE SW 1/4 OF OF P.M. TOWN OF - •NE, COUNTY OF ` OF • ••`• SHEET 3 OF 23 I I I TRACT T "Th OAK MEADOWS P.U.B. MUNG I �- I I I ti ACCESS, UTILITY AND DRAINAGE EASEMENT oo° l _E (AS DEPICTED ON THE PLAT OF OAK I ---E — � I I � --- � MEADOWS VILLAGE. NOT CONTAINED IN THE TITLE COMMITMENT) S89°54' 12'E 268.97' -- --_ _- --- -- car- ------ -- ---. --- _ - - - -- - --- G-- I I--I----I-\ \-=F- _------- - - - - - - - - - - - - - - - --- I II I I I I I T a ----I- I I I I I I I I ACCESS, UTILITY AND 20' TOWN WATE I-DRAINAGE EASEMENT -- (REC. NO. 3406699) - EASEMENT I I Iw I I 20 I (REC. NO.3406699) n I I I I--- -I- - I- -------- ------- f I 4�tt--- I I \ " - --- _ -- PEDESTRIAN EASEMENTI I I I I - I / _ __ __\ - _ _ ___ __ 20 _ -_ _- _ - 20 _. (REC. NO. 3406699) UNITED POWER EASEMENT (REC. NO. 3425790) - I / I (REC. NO. 3432595)- �� 9 20 LANDSCAPE, IRRIGATION AND MONUMENT SIGN EASEMENT I (REC. NO. 3406699) 11 — --- -- .-- -- 2 5 .9'- - ---- ---- -- - - 14.5' j 30' SANITARY SEWER EASEMENT (REC. NO. 2582824) I _ - - 20 ry Lil 4 i Q I I o I I I I 11 0 I -- --- -- - s -- 0 W I I I I I LI' II I - -- ^i ' ^ a- N I I f o I _.-2 i _i m m 10 16 / I 00 ® CL d ( II I ' R.O.W. &GAS PIPELINE I ( - -- -- — - - 14 4 s, 12 20 o I I 0 rJ EASEMENT I --- -- - --- a 0 ) (REC. NO. 3405539) I 20 I a 18 ® I O I I I \_-- -- -- - f f a A \ ® I I I I I I I- -- --- e p a 1 _r 4 U I 00 10' GAS LINE EASEMENT (REC. NO. 2980320) 1 - 3 I I � 5 I as to 9CD 9 I I I I I II I 20 - 50' R.O.W. & GAS PIPELINE vl I I I II I - -- -- — / 14 0 .fin, L, EASEMENT t I I I II I 2 ,f (REC. NO. 1602118) - -- ---- - ; --- e 20' LANDSCAPE, IRRIGATION AND a ° a ° a 10 0 I MONUMENT SIGN EASEMENT (REC. NO. 3406699) a - -- - ^ a ^ a a a ------------------ --15-------------- -r \�- o ------ III I I - 10' UTILITY AND MONUMENT I / 20 y -------- . a ^ ^ .ea e n 4 e SIGN EASEMEN-_ T I I -- - -- - - 1 __ eT. 14 .e o (REC. NO. 3406699) of I I III II ► ^ N n� - rs 5 , 19 I I I III I I --- °_ - -b -- -- ---- a u - - - -- - r Z4; td I rns-)_ I I ( I �►I - \i I I -w- -- - - - w- 1 _ _ _ - -- - -w __ _ -- - - 1 _ F 20 - - — - \ \ -L - - _ = /50' ACCESS, UTILITY AND - _ _ - 20' TOWN WATER N89011' 16"W 266.10' V4 DRAINAGE EASEMENT EASEMENT 2-_- _ J -- --- ------ - - - I I I I I \ (REC. NO. 3406699) (REC NO. 3406699) _ _ - 30' EXCLUSIVE ACCESS, SEWER \— --_ 1 &WATER EASEMENT (REC. . O. 3406699) - RCN ----- - - - - -- 5' GAS LINE EASEMENT (REC. NO. 2980320) 23 1 ------------------ -------------22 -----------------I I I 2 I i o I 20 I -- ----- - ----- ------ \ I 5.0' I I I II I I 1 ' I I II I II cl I I a � I Q I � N I i o � I ' -q �\ ao80 0 O I U) Ir' 20 I I II ' I i ' ACCESS, UTILITY AND ,DRAINAGE EASEMENT i (REC. NO. 3406699) II I I 13 I I I I I i I I T 24 I G- - -- - - - G_- O__2 ---- _T )' 1 15WEX 1 USIVE UTILITY -------- - -H" SS-- EA EMENT (REC. N .3394481) — I °° LOTI I o I I I I I I OoQaiCaDO�� d�dda0� - - -E - - LOT 6 - - - - - I I S I I I I I I OAK MEADOWS MLLAR z I I I I I I I MWOR REPLLAT THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION, SIZE, NUMBER, AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON MEASUREMENTS TAKEN IN THE FIELD AND RECORDS OF THE VARIOUS UTILITY COMPANIES. THIS INFORMATION IS NOT TO BE RELIED ON TO BE COMPLETE OR EXACT. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST UTILITIES BE LOCATED AND MARKED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. LOT 8, OAK MEADOWS VILLAGE TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO BASIS OF BEARINGS BEARINGS ARE BASED ON THE SOUTH LINE OF THE SW 1/4 OF SECTION 6, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN STATE PLANE BEARING OF S89°11'26"E. BENCHMARK BM 25 - MARKED "X" ON THE NORTH END OF HEADWALL AT NORTHWEST CORNER OF INTERSECTION OF FIRESTONE BOULEVARD AND COLORADO BOULEVARD. ELEVATION = 4848.265 FEET (NGVD 1929 DATUM) 2 12 30 0 6 20 40 Scale: 1 " = 20' 0 DEVELOPMENT BOUNDARY PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER - — — — — — - EXISTING OR PROPOSED EASEMENT LS LANDSCAPING AREA PROPOSED LIGHT -DUTY ASPHALT PAVEMENT / PROPOSED LIGHT -DUTY CONCRETE PAVEMENT PROPOSED HEAVY-DUTY ASPHALT PAVEMENT PROPOSED HEAVY-DUTY CONCRETE PAVEMENT e a PROPOSED LIGHT POLE \ SAWCUT AND REMOVE EXISTING PAVING 2 FEET BEYOND PROPOSED CURB AND PAVEMENT INTERFACE. PATCH BACK PER DETAIL ST8 ON SHEET 6. OINSTALL LIGHT DUTY TRAFFIC/PARKING STALLS ASPHALT PAVEMENT. RE: PAVING NOTE THIS SHEET. \ INSTALL HEAVY DUTY TRAFFIC/DRIVE LANES ASPHALT PAVEMENT. RE: PAVING NOTE THIS SHEET. O4 INSTALL LIGHT DUTY TRAFFIC/PARKING STALLS CONCRETE PAVEMENT. RE: PAVING NOTE THIS SHEET. \ INSTALL HEAVY DUTY TRAFFIC/DRIVE LANES CONCRETE PAVEMENT. RE: PAVING NOTE THIS SHEET. OINSTALL 8' WIDE ATTACHED CONCRETE WALK. RE: DETAIL F, SHEET 5. O7 INSTALL'NO PARKING - FIRE LANE' SIGN, BAND MOUNTED ON LIGHT POLE; RE: DETAIL A ON SHEET 6. \ EXISTING SIDEWALK TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. OPAINT 4-INCH WIDE WHITE PARKING LOT STRIPES AS SHOWN. 10 PAINT 4-INCH WIDE WHITE DIAGONAL STRIPES 2 FEET ON CENTER WITH 4-INCH WIDE, WHITE BORDER STRIPES AS SHOWN. 11 INSTALL SITE LIGHTING, INCLUDING BUT NOT LIMITED TO BASE, POLE, FIXTURE, AND CONNECTION HARDWARE. RE: PHOTOMETRIC PLANS. 12 INSTALL PIPE BOLLARD. RE: DETAIL C, SHEET 6. 13 UTILITY METER LOCATION. 14 CONSTRUCT VALLEY PAN INTEGRAL TO CONCRETE PAVEMENT. RE: SHEET 4. 15 CONSTRUCT CONCRETE WALK. RE: DETAIL F ON SHEET 5. 16 CONSTRUCT CURB RAMP; TYPE AS SHOWN. RE: SHEET 5, DETAIL G. 17 PAINT HANDICAP SYMBOL. RE: SHEET 5, DETAIL H. 18 INSTALL ACCESSIBLE PARKING SIGN. INCLUDE "VAN" PLACARD WHERE SHOWN. INSTALL SIGN 12 INCHES BEHIND FLOWLINE OF CURB. RE: SHEET 6, DETAIL A. 19 CONSTRUCT TRASH ENCLOSURE. RE: ARCHITECTURAL SHEETS FOR DETAIL. 20 CONSTRUCT CURB AND GUTTER / CURB HEAD; SEE THE GRADING PLAN (SHEET 4) FOR TYPE AND DIFFERENTIATION OF SPILL OR CATCH PROFILE. 21 PROPOSED TRANSFORMER LOCATION; REFER TO THE UTILITY PLAN, SHEET 11, FOR ADDITIONAL INFORMATION. 22 ELEVATED RAMP WITH ADA-COMPLIANT RAILING. REFER TO ARCHITECTURAL PLANS FOR DETAILS. 23 CONSTRUCT SIDEWALK AROUND EXISTING LIGHT POLE. USE BOND BREAKER AT INTERFACE. OW, 1911A ALL PAVING, INCLUDING CURB, GUTTER, AND SIDEWALK, TO BE INSTALLED OUTSIDE OF PUBLIC RIGHTS OF WAY SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SITE SPECIFIC REPORT OF GEOTECHNICAL ENGINEERING EVALUATION - PROPOSED DOLLAR GENERAL - FIRESTONE BOULEVARD & COLORADO BOULEVARD" PREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC. AND DATED JANUARY 3, 2020; OR AS MAY HAVE BEEN AMENDED HENCE. RECOMMENDATIONS TO BE FOLLOWED INCLUDE, BUT ARE NOT LIMITED TO, THE PAVEMENT SECTION, MATERIALS, AND SUBGRADE PREPARATION. THE CONTRACTOR SHALL COORDINATE APPROVAL FOR INSTALLATION OF ANY ALTERNATE RECOMMENDATIONS INCLUDED IN THE INVESTIGATION OR DESIRED MODIFICATIONS TO THE RECOMMENDATIONS WITH THE OWNER/DEVELOPER AND/OR THEIR CONSTRUCTION MANAGER PRIOR TO BID AND PRIOR TO CONSTRUCTION. SEE IRRIGATION AND UTILITY PLANS FOR SLEEVING. INSTALL SLEEVES PRIOR TO INSTALLATION OF PAVEMENT. 1. REFER TO SHEET 2 OF 23 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. THE CONTRACTOR SHALL REFER TO THE GRADING PLAN FOR CURB TYPES AND FLOWLINE ELEVATIONS. 3. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, STAIRS, PRECISE BUILDING DIMENSIONS, AND BUILDING ENTRANCES. 4. ALL SIGNING AND STRIPING WILL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND LOCAL CODES. 5. REFER TO COORDINATED SIGN PLANS FOR BUILDING SIGNAGE LOCATIONS. 6. REFER TO ARCHITECTURAL PLANS FOR SITE ELECTRICAL INSTALLATION REQUIREMENTS INCLUDING, BUT NOT LIMITED TO LOCATION, TYPE, SIZE AND MATERIAL OF WIRING, CONDUIT, TRENCH, AND CONNECTION POINTS FOR SITE LIGHTING, SITE SIGNAGE, AND OTHER POWERED SITE IMPROVEMENTS. 7. SIGNAGE TO BE ON TIME CLOCK SYNCHRONIZED WITH EXTERIOR SITE LIGHTING. 8. CONTRACTOR SHALL COORDINATE SIGNAGE PERMIT, INSTALLATION, AND SPECIFICATIONS WITH THE OWNER'S CONSTRUCTION MANAGER. 9. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH OWNER; AND PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION TO OWNER FOR APPROVAL. DOLLAR GENERAL FIRESTONE 06111F.0070,79TAT M01DOLLAR GENERAL FIRESTONE I a VA . e a all mmum I I�! FIM44 011 2101TEN InN 61, 1 IMANVOIIIIIIII R • _. R 4 REVISION 2020-08-31 • DATE: REVISION . • •0 C • • OZ v , i i • 41. ' q 1. • N fO ® N N o N N 0 N N 0 N N J Q J d Q O CL Q Z � ti LML z 3 C >Q Q 00 CY) CD cu O m c r U Cu M M r_ W M Cy) oo O '' vi C'7 Q ®• LL I® rn ° ' ti W o> Ix �0 0 �z U O CZ , 2-. U_ 0 oW a �z z c t0 W a`) C E .0 V U N a p Z w� J F- 0 0. ILL J 00 Z 2 LL O co _j 0 F-- o > CZ, I— � ° aai Z 0LL. u_ UO>L ®¢ z(DU)� ��� 0 J L- N_j 0 0 LU m o tl! T LLI LY ZLy, =_!J W UYpw '"~ D ®~I— (w� ®_jv)1 m2¢ Prepared Under The Direct Supervision Of: ;U 2; 55094 Service CMA E-20-006 Drawn by: Date: CMA 2020-09-01 Checked by: Scale: Horc.:1 "=20' CMA Vert.: N/A Sheet No.: 4631928 09/21/2020 04.04 PM Page 4 of 25 LOT 8, OAK MEADOWS-' GE SITUATED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO SHEET 4 OF 23 LEGEND TRACT "T" - - - - - - - OoWI1EG°WDoOWS P.U.D.F�d�NG - I ACCESS, UTILITY AND DRAINAGE EASEMENT aao° --_MEAD(AS DEPICTED ON THE PLAT OF OAK - OWS VILLAGE NOT CONTAINED IN THE TITLE -COMMITMENT) - - - _ -- _--G- - I I f I I I I I\ \\ \ 5' GAS LINE EASEMENT (REC. NO. 2980320) I lil-j---I--JI \ ACCESS, UTILITY AND_ -- 20' TOWN WATER -- ------ -- - N- 10 DRAINAGE EASEMENT _ EASEMENT I I 1 I I \ 2 10 ME±45.80 \ 2 (REC. NO. 3406699) 2 M 1------------ - - -±43.8--� - 43.91 (REC. NO. 3406699) I I. I I - - I - I ME+44.75 ME+43.82 - - - _-- �-- - - ` -------- - - - - - - -- - - - - -- - - - - - - - 45.89 44.83 _ o -- - - -- -- - F o E. _ -1- - E . -8 -- __ o - - - - T1N47.62 - rh i - -- - - a -- - - �:. - n E - - - -- - I I I I N i N - I FG45.38 `" `" BW457$ 44.02 - ---F-----------1 B T �\ 4 1 TW=BW PEDESTRIAN EASEMENT-I46.38 45.89 91 FG45.43 G45,5-------- ---- � (REC. NO. 3406699) (REC. NO. 3425790) FG47.70lTUNTED POWER EASEMENT FG4634 I 9 71 NO 3432595 , M .08 I 47,.'04 ; 17 44.1\7\ I I I--7CI9 I I I LANDSCAPE, IRRIGATION I I/ AND MONUMENT SIGN I I 1 ' EASEMENT / / 46.46 46.04 I ` 4 \ II 2 2 (REC. NO. 3406699) I I I 46.67 I �� I I � 1 � I' '� � I I I 1 I ► � ' 1 III 20' LANDSCAPE, IRRIGATION AND 4 87 2 \ 30' SANITARY SEWER4646I ( \\ 2 46 69 47 37 11 EASEMENT 1 1' MONUMENT SIGN EASEMENT 1 47.43 4 .82 I (REC. NO. 2582824) I (REC. NO. 3406699) I // ; FG47.42 2 I�l p � �, 1 II ' FG47.70 1 Q 1 I� CD I I I ( I (I 0CD i I '� p l ° 46'7 7.03 I I J I I I I I I PI uj / I 5 10 p G47.63 O( o I II ( j III I 1 I I b ° ; D o3` PROPOSED m I I 1 II I I I II I D D t Q7 ° D _- - O-SF I' ._ 10 O a I II I II I I PIPELINE I g D o, o .. -4U3 G47.63 Q 20' R.O.W. & GAS . I ° p. RETAIL ! \ Q EASEMENT 1 (REC. NO. 3405539) 1 I ' ° 9D pr L - 10 I BUILDING ®\ I \� 47.09 I D . . D D ° D °� FG47.70 FFE 4847.70 o j I I I I I! I I I I I ° . p . FG47.70 I ( fr' 2 \ 10' GAS LINE EASEMENT I 47.23 ` " D I c, c � 46.27 I (REC. NO. 2980320) I I p rD f,' 4 F 7.64 416.4® 4 (� 47.15 �L .. r✓ D D ;° p I I I I I I \ ACCESS, UTILITY AND `/ I I I ,,'."DRAINAGEREC. NO EASEMENT3406 99) 50' RIO.W. & GAS PIPELINE II cI II ( I I ��48.41 v . v .` ° r/ . EASEMENT It vl I I II \ ( 2 (REC. NO. 1602118) I u1 II \ D\ ,� FG47.70 F 4 I' ( c' I' I 47.11 ° ` P D ° p FG47.70 I-------------------------------------------------- r P' ° FG47.70 F 47. 4�, 4 0 8 D TC47.49 ° D FG47.69 r'FL46.99. D TN7.62 TC=FL47°C,9 - F 47- I F'L46 68-- __ rt r. p FC 4.7. I _D c FL4Z.12' _ - . D 3 42 LF=-- - ------- ... 4 �D p '. °_ 7 '� 46.8 76 �' oD r, 8 ° =_� .D J.° p D 46.3 I I I I \\ 11 I s5 . 0 2 _- 8 D J D rFL47.41 D.: __ D 5 °a �! - - - - - 0 47.03P " °. r . 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NO. 3406699) - - - - I "--1----11-----I- _ - - - - - - - - - - - - - - I I LOT 7 LOT U I o 1 I OAK MEADOWS OO S VIIL LADE e e I I o 1 I 1 1 I OAK MEADOWS VILLAGE MWOR REPLAY 2 12 30 0 6 20 40 Scale: 1 " = 20' • ' A THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION, SIZE, NUMBER, AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON MEASUREMENTS TAKEN IN THE FIELD AND RECORDS OF THE VARIOUS UTILITY COMPANIES. THIS INFORMATION IS NOT TO BE RELIED ON TO BE COMPLETE OR EXACT. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST UTILITIES BE LOCATED AND MARKED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LOT 8, OAK MEADOWS VILLAGE TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO BASISBEARINGS BEARINGS ARE BASED ON THE SOUTH LINE OF THE SW 1/4 OF SECTION 6, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN STATE PLANE BEARING OF S89011'26"E. BENCHMARK - BM 25 - MARKED "X" ON THE NORTH END OF HEADWALL AT NORTHWEST CORNER OF INTERSECTION OF FIRESTONE BOULEVARD AND COLORADO BOULEVARD. ELEVATION = 4848.265 FEET (NGVD 1929 DATUM) 2 12 30 09 r. 0 6 20 40 Scale: 1" = 20' I I I ; I 601 ' 51 I-MEt46.00-- ---L 1 -�- _ _ o 10 5 46.23� x - 46.42 -- --- �`_=-- -----r0-0 ---- I =--W=- I 1 1�16N=EX USIVE UTILITY ---- --F3" S5 + 4�0 EA EMENT REC-.-N DEVELOPMENT BOUNDARY PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER - - - -- - EXISTING OR PROPOSED EASEMENT GRADING PLAN KEYED NOTES O1 CONSTRUCT PRIVATE CURB AND GUTTER WITH V CATCH PAN. RE: DETAIL B ON SHEET 6. O2 CONSTRUCT PRIVATE CURB AND GUTTER WITH 1' SPILL PAN. RE: DETAIL B ON SHEET 6. OTRANSITION CURB HEIGHT FROM 0-HEIGHT (FLUSH) TO 6" OVER DISTANCE SHOWN. OCONSTRUCT SIDEWALK INTEGRAL TO CURB. RE: DETAIL A ON SHEET 5. OCONSTRUCT 6-INCH VERTICAL CONCRETE CURB INTEGRAL TO THE ADJOINING PAVING. RE: DETAIL B ON SHEET 6. OCONSTRUCT ACCESSIBLE PARKING AREA - NO GRADES GREATER THAN 2.0% IN ANY DIRECTION. CONTRACTOR TO VERIFY WITH CONSTRUCTION MANAGER AT FORM SET OR REMAIN SOLELY RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ANY NON-ADA CONFORMING INSTALLATIONS. O7 CONSTRUCT 0-HEIGHT CURB (PAVEMENT FLUSH WITH SIDEWALK). OCONSTRUCT VALLEY PAN INTEGRAL TO CONCRETE PAVEMENT. OCONSTRUCT ELEVATED RAMP WITH GUARD RAIL. REFER TO THE ARCHITECTURAL PLANS FOR MORE DETAILS, NOTE THE TOP OF WALL AND BOTTOM OF WALL ELEVATIONS SHOWN ARE THE TOP OF THE STOOP AND THE FINISHED GRADE AT THE BOTTOM. 10 CURB HEIGHT VARIES AT ACCESSIBLE RAMPS. 1. REFER TO SHEET 2 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. IF, DURING THE OVERLOT GRADING PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER IMMEDIATELY FOR RECOMMENDATIONS. 3. ALL EARTHWORK, GRADING, OVERLOT GRADING, BACKFILLING, FILLING, EXCAVATION, COMPACTION, PAVEMENT, AND FLATWORK CONSTRUCTION WILL BE IN ACCORDANCE WITH THE RECOMMENDATIONS FROM THE GEOTECHNICAL INVESTIGATION PREPARED SPECIFICALLY FOR THIS SITE. 4. ALL CONCRETE PAVEMENT, CONCRETE FLATWORK, CONCRETE STRUCTURES AND CONCRETE UTILITIES SHALL BE IN ACCORDANCE WITH THE MATERIAL RECOMMENDATIONS FROM THE GEOTECHNICAL INVESTIGATION PREPARED SPECIFICALLY FOR THIS SITE. 5. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL AND STRUCTURAL PLANS AND SPECIFICATIONS, AND THE GEOTECHNICAL INVESTIGATION. 6. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS WHICH DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEVATIONS OF CURB AND GUTTER AND UTILITIES 7. SPOT ELEVATIONS REPRESENT FLOWLINE (BOTTOM FACE OF CURB) WHERE SHOWN AT CURB AND GUTTER UNLESS OTHERWISE NOTED. 8. CONTOURS SHOWN ARE FOR FINISHED PAVING, SIDEWALK, SLAB, OR GROUND. ADJUSTMENT TO SUBGRADE IS THE CONTRACTOR'S RESPONSIBILITY. 9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS OWN ESTIMATE OF EARTHWORK QUANTITIES. 10. REFER TO SITE PLAN FOR EXTENT OF PAVEMENT AND PAVEMENT SECTIONS. 11. GRADES WITHIN ASPHALT PAVING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF THE DESIGN GRADE. HOWEVER, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL PAVEMENT AREAS AND ALONG CURBS. ALL CURBS SHALL BE BUILT IN ACCORDANCE WITH THE PLAN. CURBS OR PAVEMENT AREAS WHICH DO NOT PROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 12. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL LANDSCAPED AND PAVED AREA. 13. ALL DISTURBED AREAS THAT ARE NOT DESIGNATED TO BE PAVED SHALL BE LANDSCAPED OR SEEDED, ACCORDING TO THE LANDSCAPE PLAN. 14. EXISTING DRAINAGE STRUCTURES SHALL BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 15. IF ANY EXISTING STRUCTURES, SIDEWALK, AND/OR CURB AND GUTTER, MODIFIED OR REMAINING, ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER PRIOR TO PROJECT CLOSEOUT. 16. ALL GRATES, MANHOLE RIMS, VALVE BOXES, VALVE COVERS, CLEANOUTS, AND VAULT OR BOX COVERS SHALL BE ADJUSTED TO THE "AS CONSTRUCTED" FINISHED GRADE PRIOR TO THE FINAL LIFT OF ASPHALT. 17. NO PROPOSED SLOPE IN LANDSCAPED AREAS OR OPEN SPACE SHALL EXCEED THREE (3) HORIZONTAL FEET TO ONE (1) VERTICAL FOOT, OR AS OTHERWISE SPECIFIED BY LOCAL CRITERIA. 18. THE CONTRACTOR SHALL PROTECT THE PROJECT BENCHMARK THROUGHOUT CONSTRUCTION AND SET ADDITIONAL PROJECT BENCHMARKS AS NECESSARY TO MAINTAIN VERTICAL CONTROL THROUGHOUT THE DURATION OF THE PROJECT. 19. THE CONTRACTOR SHALL FILL AND COMPACT BASEMENTS, CESSPOOLS, AND OTHER LARGE EXCAVATED AREAS WITH CLEAN FILL SUITABLE TO THE OWNER, AND IN ACCORDANCE WITH RECOMMENDATIONS OBTAINED FROM THE GEOTECHNICAL INVESTIGATION OR GEOTECHNICAL ENGINEER AND GRADE TO MATCH EXISTING OR PROPOSED FINISH GRADE; OR CONFIRM SUCH WORK HAS BEEN PERFORMED PRIOR TO CONSTRUCTION. ,-NAME OF APPLICATION TYPE OF SUBMITTAL 11991m FILING • PHASE • PREPARATION D•TE: 1 v4sy4eml I. • / / /• DATE: -REVISION DATE: / / 1 -REVI-SION • DATE: REVISION • :. .. •W • ' 1 00 m 10 alm ® N N cp N t; N oy N J 0 m Q fl. j U) m in N Z a) > O Q do CF) OLO (.0`j O m00M > - W ® h N 7 m W M M 0000 O '' Cyi CM O Q a. LL I® �J 0 rn° W > Um M rn E O � z U O J O W Z a� oW v� Z m w tp N G V U a) a 0 z W� J I=- O C. u_ Z 00 LL W 0 CJ (L C° 111 o 7 N LL, IW- LLJ 0 ~0 co QU) Z O� LL U O ' ®Q () > to Z U Wr z Z N N 0 LL B J 0 0 LI O m W > :�t O o 1L Q - Ill J00)0 I wW - �u)QU) Z) �5 0� wwl=-W W U=0 W- - ® _ OJ J WO O H W0Ea_ U) �D6_� H� cp�Z ®Mw� ®OJ(nO M�EQ Prepared Under The Direct Supervision Of: 0 v 55094 op Z0 a� For and on behalf of Engineering Service Company Designed by: Engineering No.: CMA E-20-006 Drawn by: Date: CMA 2020-09-01 Checked by: Scale: Horz.:1 "=20' CMA Vert.: N/A Sheet No.: REPAIR ANY DAMAGE AT HIS EXPENSE 4831028 00/21/202004-04PM Page 5Of25 m 5 -0 DOLLAR GENERAL FIRESTONE Cmq LOT 8, OAK MEADOWS VILLAGE co SITUATED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF THE 6TH P.M. TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO 0 SHEET 5 OF 23 00 PAVEMENT 1/4" R OR APPROVED EQUIVALENT ,�00, BACKER ROD PER MANUFACTURER'S SPECS 2"TYP 2% MAX. SLOPE KEY-LOC OR APPROVED EQUAL REINFORCING CONTINUES ACROSS JOINT (AS APPLICABLE) 6" MAX STEEL STAKES AT COLD KEYED JOINT DURING POUR 1/4" DEEP PETROLEUM RESISTANT /X0>\/" 61, m NOTE: OR APPROVED EQUIVALENT CONTRACTION JOINT. (TYP.) OF WALK 6" MENT 12" MIN 01-611 Z-011 01-611 2. PROPOSED ALTERNATES SHALL BE SUBMITTED TO F -F -F -I ENGINEER FOR APPROVAL. 3" TYP MANUFACTURER'S SPECS 411 THICK CONSTRUCTION JOINT CONCRETE PAN .2 ACCORDANCE WITH PAVING CONCRETE JOINT NOT TO SCALE r Co IF ADJACENT TO 0 --1 CONCRETE VINTERRUPT REINFORCING AT a) PAVEMENT JOINT (WHERE APPLICABLE) u� -'TYP t CONCRETE SHALL BE IN ACCORDANCE 6" INTEGRAL TAPER CURB 6" TO 0" TAPER CURB 6" TO 0" WITH PAVING NOTE: SEE SITE PLAN. CURB & GU' JOINT FILLER 0 BOARD z NOTES: 1/4" 1/4" DEEP PETROLEUM RESISTANT C V_ 1, COMPACT SUB -GRADE IN ACCORDANCE WITH PAVING 1/4" R OR APPROVED EQUIVALENT EXPANSION JOINT > C:) SIDEWALK INTEGRAL CURBo (TYP.) NOT TO SCALE U) 0 LO 2. CONCRETE SHALL BE IN ACCORDANCE WITH PAVING C: -0 BACKER ROD PER CO Cu cn NOT TO SCALE NOTE; SEE SITE PLAN. 1/4 TO 1/3 SLAB MANUFACTURER'S SPECS > L_ 00 00 CY) —REINFORCING CONTINUES Cu M co r-, CURB CUI__( ACROSS JOINT (AS APPLICABLE) W C6 m m 00 NOT TO SCALE M 0 Ir- CONTRACTION JOINT m LL. cc NOT TO SCALE 0 cc E (SEE PLANS) W CURBED SHALL BE SPACED AT 12 INCHES. No. 3 BARS AT 18" CONSTRUCTION AS NOTED ON PLANS 21-011 11-011 CROSS SLOPE 1/4" PER FOOT (00 PER PLAN z W .4, . , I I 1 .1 + L.— > COMPACT SUB -GRADE IN ACCORDANCE WITH PAVIIN� W LL NOTE (TYP); SEE SITE PLAN BLUE BACKGROUND a. W C) 1/4" DEEP PE R, ISTANT *SEE PLANS FOR CURBED OR FLARED CONSTRUCTION 0 CD 1/8" OR APPROVED EQUIVALENT uj AV EXPANSION JOINT j 0 1. REFER TO GENERAL NOTES AND JOINT LEGEND ON SITE LAYOUT SHEET FOR 1:14 0 rL z 0 3� < >_ 2. SIDEWALK SURFACE SHALL HAVE A COARSE BROOM FINISH WITH STRIATIONS ASPHALT PAVEMENT OF PARKING SPACE 13 9 Q aw: (1-0 > Z, �5 E PERPENDICULAR TO THE DIRECTION OF TRAVEL UNLESS OTHERWISE NOTED IN CONCRETE SIDEWALK z z 2E X a "r 00 CIVIL AND/OR ARCH. PLANS. RAMP 44 W Z E _j _j 3. CONCRETE SHALL BE IN ACCORDANCE WITH PAVING NOTE; SEE SITE PLAN. ACCESSIBLE SYMBOL < 0 iL cr- W < 4. UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL REPORT, CONCRETE z z M NOT TO SCALE C6< CONTROL JOINT SHALL BE A MINIMUM 6" THICK WITH NO. 3 BARS, 18" O.C.E.W. _j F_ :5 � [_ 6"THICK NOTES: 1. ALL WORK SHALL BEDONE |NACCORDANCE WITH LOCAL COUNTER SLOPE |SNDSTEEPER THAN 1:2O. SIDEWALK STANDARDS AND SPEC|HCAT|0NS. O. RAMP SURFACE SHALL HAVE ACOARSE BROOM FINISH NOT T0SCALE 2� CONCRETE FOR 80EVVALKRAMPS SHALL 8E|N VV|THSTRIATIONS PERPENDICULAR TOTHE DIRECTION UF -~�- ACCORDANCE WITH PAVING NOTE�SEEG|TEPLAN RA�PSLOPE ' � . 3. RAMP AND WINGS HALL 8EPOURED N0N0L|THICALLY. 7. A1/2"EXPANSION JOINT SHALL BEREQUIRED WHERE THE 4. MINIMUM WIDTH OFRAMPS SHALL 8EEQUAL T0THE WIDTH CONCRETE RAMP JOINS ANY RIGID PAVEMENT OR UFTHE APPROACH WALK AND RAMP. SLOPES SHALL NOT BE STRUCTURE. STEEPER THAN 1:12. 5. NORMAL GUTTER FLOVVL|NEAND PROFILE SHALL BE 8. COMPACT SUBGRADE|NACCORDANCE WITH PAVING NOTE MAINTAINED THROUGH THE RAMP AREA. CONTRACTOR (TYP�\�SEES|TEPLAN ` '' . SHALL ADJUST PAVEMENT AND GUTTER IMMEDIATELY ADJACENT TOBOTTOM OFCURB RAMP T0ENSURE 8. REFER TOGRADING PLAN FOR SPECIFIC RAMP ELEVATIONS. CURB RAMP DOLLAR-G-ENE-RA-L- FIRESTONE SITE AND GRADING DETAILS NAME OF APPLICATION DOLLAR GENERAL FIRESTONE TYPE OF SU--B-MITTAL PREPARATION DATE: 2020-04-21 REVISION DATE: 2020-07-24 REVISION DATE: 2020-08-31 REVISION DATE: Prepared Under The Direct Supervision Of: 4631928 09/21/2020 04.04 PM Page 6 of 25 GENERAL NOTESFIRESTONE COLORADO GRADING GENERAL NOTES - GRADING 1. ALL CONSTRUCTION ACTIVITIES THAT DISTURBS ONE OR MORE ACRES OF LAND, AS WELL AS ACTIVITIES THAT DISTURB LESS THAN ONE ACRE OF LAND, BUT IS PART OF A LARGER COMMON PLAN OF DEVELOPMENT, MUST COMPLY WITH BOTH LOCAL AND STATE REGULATIONS REGARDING STORMWATER DRAINAGE ON CONSTRUCTION SITES. OWNERS OR CONTRACTORS MUST OBTAIN A COLORADO STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT (CDPHE) AND A STORMWATER QUALITY PERMIT FROM THE TOWN OF FIRESTONE. OWNERS AND OPERATORS SHALL: A. MAINTAIN A COPY OF THE STORM WATER MANAGEMENT PLAN (SWMP) ONSITE AT ALL TIMES, THOUGH A DIGITAL COPY WILL SUFFICE. THE SWMP MUST BE MAINTAINED AND MADE AVAILABLE TO TOWN INSPECTORS UPON REQUEST. B. INSTALL AND MAINTAIN EROSION, SEDIMENT, AND MATERIALS MANAGEMENT CONTROL BMPS AS SPECIFIED IN THE SWMP. C. INSPECT ALL BEST MANAGEMENT PRACTICES (BMPS) AT LEAST EVERY SEVEN (7) DAYS OR EVERY FOURTEEN (14) DAYS AND WITHIN TWENTY FOUR (24) HOURS AFTER ANY PRECIPITATION OR SNOWMELT EVENT THAT CAUSES SURFACE RUNOFF. D. MAINTAIN INSPECTION AND MAINTENANCE RECORDS OF BMPS ONSITE WITH THE SWMP. COPIES OF THESE REPORTS SHALL BE PROVIDED TO THE TOWN ENGINEERING STAFF. E. BASED ON INSPECTIONS PERFORMED BY THE PERMIT HOLDER OR BY TOWN PERSONNEL, MODIFICATIONS TO THE SWMP WILL BE NECESSARY IF AT ANY TIME THE SPECIFIED BMPS DO NOT MEET THE OBJECTIVES OF THE PERMIT. ALL MODIFICATIONS SHALL BE COMPLETED AS SOON AS PRACTICABLE AFTER THE REFERENCED INSPECTION, AND SHALL BE RECORDED ON THE OWNER'S COPY OF THE SWMP. F. THE OPERATOR SHALL AMEND THE SWMP WHENEVER THERE IS A MINOR CHANGE TO ADDRESS A SPECIFIED CONTROL MEASURE THAT DOES NOT MEET THE REQUIREMENTS OF THE STORMWATER QUALITY PERMIT. SIGNIFICANT CHANGES IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE, WHICH HAS A SIGNIFICANT EFFECT ON THE POTENTIAL FOR DISCHARGE OF POLLUTANTS TO THE RECEIVING WATERS, OR IF THE SWMP PROVES TO BE INEFFECTIVE IN ACHIEVING THE GENERAL STANDARDS AND SPECIFICATIONS 1/2020 PAGE 1 OF 3 2' MIN ° I I N MILL 1j" EXISTING PAVEMENT EXISTING UNDISTURBED SUBGRADE MATERIAL MILL 14" & REPLACE W/NEW PAVEMENT PATCHBACK ADJACENT TO CURB 1' MIN 1' MIN 2' MIN MILL 14" 2ND CUT 2' MIN 2ND CUT 2' MIN MILL 1i" Y EXISTING PAVEMENT I� INITIAL CUT _I�I EXISTING PAVEMENT 1\0 MILL 14" & NEW COMPACTED UNTREATED BASE COURSE OR FLOWABLE FILL EXISTING UNDISTURBED REPLACE W/NEW SUBGRADE MATERIAL PAVEMENT PATCHBACK FOR UTILITY AND SERVICE TRENCHES NOTE: 1. IF ASPHALT PATCH THICKNESS IS NOT IDENTIFIED ON PLANS USE 64" MIN ASPHALT PATCH OR EXISTING THICKNESS PLUS 1", WHICH EVER THICKNESS IS GREATER. 2. MINIMUM DEPTH OF WEARING COURSE SHALL BE 1j" AND SHALL BE GRADING SX ASPHALT. 3. MINIMUM DEPTH OF INTERMEDIATE COURSE SHALL BE 5" AND BE INSTALLED IN 2 LIFTS. INTERMEDIATE COURSE SHALL BE GRADING S OR G ASPHALT. 4. PATCH SHALL BE PLACED AND COMPACTED IN LIFTS A MAXIMUM OF 3" IN DEPTH. 5. APPLY SS -I TACK COAT TO EXISTING ASPHALT AND/OR CONCRETE VERTICAL SURFACES. 6. TRENCHES LESS THAN 2' IN WIDTH MUST RECEIVE PRIOR APPROVAL FROM THE TOWN OF FIRESTONE ENGINEERING DEPARTMENT AND SHALL BE FLOW -FILLED. 7. PROVIDE 28 DAY 60 PSI CONTROLLED LOW STRENGTH FLOWABLE FILL AS SPECIFIED. USE FILL THAT FLOWS EASILY AND VIBRATION IS NOT REQUIRED. CURE TO INITIAL SET BEFORE PLACING NEW UNTREATED BASE COURSE OR NEW ASPHALT PAVEMENT. USE FLOWABLE FILL IN EXCAVATIONS THAT ARE TOO NARROW TO RECEIVE COMPACTION EQUIPMENT. 8. REMOVE ADDITIONAL PAVEMENT TO A PAINTED LANE STRIPE, A LIP OF GUTTER, A CURB, AN EXISTING PAVEMENT PATCH, OR AN EDGE OF THE PAVEMENT IF SUCH STREET FEATURE IS WITHIN TWO FEET OF THE SECOND SAW CUT. 9. PROVIDE UNTREATED BASE COURSE MATERIAL. DO NOT USE GRAVEL OR WASHED ROCK. PLACE NEW MATERIAL IN LIFTS NOT EXCEEDING 8" AFTER COMPACTION. COMPACT TO A MODIFIED PROCTOR DENSITY OF 95% OR GREATER. 10. STRAIGHT SAWCUT OR BLADECUT THE EXISTING ASPHALT PAVEMENT WHEN JOINING WITH NEW ASPHALT PAVEMENT. BY: JME DRAWING: STREET CONSTRUCTION DRAWINGS SCALE NTS C 0 L 0 e A n 0 DATE: 11 /2019 FINAL DEVELOPMENT PLAN DOLLAR GENERAL FIRESTONE LOT 7 OAK MEADOWS VILLAGE SITUATED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF THE 6TH P.M. TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO SHEET 6 OF 23 GENERAL NOTESFIRESTOE C O 1, O R A D 0 GRADING OBJECTIVES OF CONTROLLING POLLUTANTS IN STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES, A REVISED SWMP SHALL BE SUMITTED TO THE TOWN ENGINEER. G. INSTALLATION AND MAINTENANCE OF BMPS SHALL BE SUPERVISED BY PERSONNEL CERTIFIED IN EROSION AND SEDIMENT CONTROL. 2. ALL SITE GRADING (EXCAVATION, EMBANKMENT, AND COMPACTION) SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST SOILS INVESTIGATION FOR THIS PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH THE TOWN OF FIRESTONE "DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS OF PUBLIC IMPROVEMENTS", LATEST EDITION. 3. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED AND TESTED BY A LICENSED SOILS ENGINEER. ALL TEST RESULTS SHALL BE SUBMITTED TO THE TOWN ENGINEERING STAFF. 4. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AVOID ANY DAMAGE TO EXISTING FOLIAGE THAT LIES IN THE PROJECT AREA UNLESS DESIGNATED FOR REMOVAL AND SHALL BE LIABLE FOR SUCH DAMAGE AT HIS/HER EXPENSE. 5. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE RE -VEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS. 6. TEMPORARY VEGETATION SHALL BE INSTALLED ON ALL DISTURBED AREAS WHERE PERMANENT SURFACE IMPROVEMENTS ARE NOT SCHEDULED FOR IMMEDIATE INSTALLATION. SEEDING WILL BE DONE ACROSS THE SLOPE FOLLOWING THE CONTOURS. VEGETATION SHALL CONFORM TO THE TOWN STANDARDS AND SPECIFICATIONS. PROJECT SCHEDULING SHOULD TAKE ADVANTAGE OF SPRING OR FALL PLANTING SEASONS FOR NATURAL GERMINATION. SEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE TOWN STANDARDS AND SPECIFICATIONS. 7. AT ALL TIMES, A WATER TRUCK SHALL BE ON -SITE AND THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT STANDARDS AND SPECIFICATIONS 1.0' NO PARKING - FIRE LANE" SIGN (R8-31) NO PARKING U) FIRE LANE H 1-3/41-3/4 STEEL - POST PRIME AND PAINT BLACK WITH POLYURETHANE ACRYLIC EXTEND POST MIN. 3 FEET BELOW GRADE 1/2020 PAGE 2 OF 3 GENERAL NOTESFIRESTONE t: O L. O R A D O GRADING WIND -CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY. 8. FILL SLOPES SHALL BE COMPACTED BY MEANS OF SHEEPSFOOT COMPACTOR OR OTHER SUITABLE EQUIPMENT. COMPACTING SHALL CONTINUE UNTIL SLOPES ARE STABLE AND THERE IS NOT AN APPRECIABLE AMOUNT OF LOOSE SOIL ON THE SLOPES. 9. TEMPORARY CUT/FILL SLOPES SHALL ABIDE BY THE SOILS REPORT. PERMANENT SLOPES SHALL BE AS SHOWN ON PLANS. 10. DEPTH OF MOISTURE -DENSITY CONTROL SHALL BE FULL DEPTH ON ALL EMBANKMENT AND SIX (6) INCHES ON THE BASE OF CUTS AND FILLS. 11. OUTLET SIDES OF ALL STORM PIPES SHALL BE GRADED TO DRAIN AND SHALL HAVE SUFFICIENT EROSION PROTECTION. 12. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE SITE GEOTECHNICAL ENGINEER WHEN THE GRADING OPERATION IS READY FOR EACH OF THE FOLLOWING INSPECTIONS: A. INITIAL INSPECTION WHEN THE PERMITTEE IS READY TO BEGIN WORK, BUT NOT LESS THAN TWO (2) DAYS BEFORE ANY GRADING OR GRUBBING IS STARTED. B. AFTER THE NATURAL GROUND OR BEDROCK IS EXPOSED AND PREPARED TO RECEIVE FILL, BUT BEFORE FILL IS PLACED. C. EXCAVATION INSPECTION AFTER THE EXCAVATION IS STARTED BUT BEFORE THE VERTICAL DEPTH OF THE EXCAVATION EXCEEDS TEN (10) FEET. D. FILL INSPECTION AFTER THE FILL PLACEMENT IS STARTED, BUT BEFORE THE FILL EXCEEDS TEN (10) FEET. 13. TEMPORARY CUT/FILL SLOPES SHALL NOT BE STEEPER THAN 2:1 (2HAV). PERMANENT SLOPES SHALL NOT BE STEEPER THAN 4:1 (4HAV) IN AREAS TO BE SEEDED OR SODDED. STANDARDS AND SPECIFICATIONS 112020 PAGE 3OF3 1.0' UNIVERSAL 11 _61 1 1'-6" HANDICAPPED SIGN (R7-8) PRE -FORMED 12" 4-1/2" 12" BOLLARD CAP THIS SIGN TYPICAL 4-1/2" _ AT EACH HANDICAPPED C PARKING SPACE 4" DIA. CONCRETE FILLED FL FL SCHEDULE 40 STEEL TUBING THIS SIGN AT 2.5' v 51r 6" RE: EXTERIOR FINISH TO AY VAN SPACE - ZLj"/FOOT - SCHEDULE / ARCH PLANS ZONE ONLY (R7-8P) CV 1/2"/FOOT b VAN ACCESSIBLE CV a - . 6" N T &: Err STOP SIGN FINISHED GRADE R1-1 1-1/2" R 1-1/2" R -- - -- f 0� I I I•° I I.. u 12"DIA. CONC. FOOTING` HANDICAP SIGN o M 6" PIPE BOLLARD FILLED W/CONCRETE 0 0.5' SEE PLAN 1-3/41-3/4 STEEL POST. PRIME AND PAINT BLACK WITH TRANSVERSE SLOPE \I II i i,`i// POLYURETHANE SHALL MATCH THAT OF ACRYLIC. EXTEND ri I I I^1 ADJACENT PAVEMENT POST MIN. 3 FEET A-12"DIA. BELOW GRADEREFER TO PLAN CONC. r FOOTING COMPACT 1. PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF SUB -GRADE IN TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S MANUAL "UNIFORM ACCORDANCE WITH TRAFFIC CONTROL DEVICES", LOCAL CODES, AND AS SPECIFIED. PAVING NOTE (TYP); SEE SITE PLAN 2. INSTALL WITH FACE OF POST / BOLLARD 6-INCH BEHIND BACK OF CURB IN SIDEWALK OR 2-FEET FROM FACE OF CURB OTHERWISE. ON -SITE TRAFFIC I NOT TO SCALE No. 4 BARS AT 18" O.C.E.W. INTEGRAL CURB 0.5' CONCRETE FOR CURB & GUTTER SHALL BE IN ACCORDANCE WITH PAVING NOTE; SEE SITE PLAN UNLESS CONCRETE FOR INTEGRAL VEHICULAR PAVEMENT IS MORE STRINGENT NOT TO SCALE I I I I P I l a I Zv i i -1-712" DIAMETER, 3000 PSI CONCRETE FOOTING I-_-1 - I I to NOT • SCALE • _ GENERAL FIRESTONE .... . GRADING DETAILS NAME OF APPLICATION DOLLAR GENERAL FIRESTONE TYPE OF , R1 1 PREPARATION 2020-04-21 DATE:REVISION 1 1 1 • _. REVISION 2020-07-24 • DATE: REVISION 2020-08-31 *0 ® o U U�� ®� m X U �p V) ® 00 m O o Ri o N N 0 N N 0 N N 0 N N ® c � J � Q CL 'C N Q o o o a Q o Z > O Q 00 (3) cn O Ln c -0 (B co (M r- > L- 0) 00 M ui O M It h UCu LI M M 0o0 ® ('M ch r ® 0 0 U. Q (L LL L Q rn, w m> c� E • � rn O U � Z O N O w y (.0 z CD Ix z N uj '0 V U (D 0 Z W 1- O J 00 F- LL m O 0. (c) W ®1 _j 0 > z~ -1W- ® �� 4co z 0 uOILL O >Ln ®W III NJOO 0 W> 'IT Q C-:)z 0':< _jOU)O 0W I- Wu)QU) 000Y WWI=-- W W(5 Z - = J J Lu � 0 W 0 -30az W O E2 a �zQz 5O-0 0mW� ®_jW 2)75;Q R m 1= 0 Prepared Under The Direct Supervision Of: D Ll F M. N' S �P�o..(nQ V•. ��QO Z: 55094 ASS/ONAL For and on behalf of Engineering Service Company Designed by: Engineering No.: CMA E-20-006 Drawn by: Date: CMA 2020-09-0 9 Checked by: Scale: Horz.: N/A CMA Vert.: N/A Sheet No.: 4631928 09/21/2020 04.04 PM Page 7 of 25 T\ �I LO �I I II I — I I 20' TOWN I �I WATER -- --- I ----- EASEMENT (REC. NO. 3406699) U)I I I r I II aao° I PEDESTRIAN EASEMENT _ (REC. NO. 3406699) UNITED POWER EASEMENT 1 I 1 (REC. NO. 3425790) { in- 11 I (REC. NO. 3432595) I LANDSCAPE, IRRIGATION 1 I I I I I AND MONUMENT SIGN 1 EASEMENT 1111 I / I I I 111 I I (REC. NO. i 406I 99) 20' LANDSCAPE, IRRIGATION AND ( I I II I11 MONUMENT SIGN EASEMENT (REC. NO. 3406699) 1 I II I I Q 130' SANITARY SEWER EASEMENT 1 (REC. NO. 2582824) I 11 O � ❑a ®v I � J I I ® 110' GASLINE EASEMENT ^ (REC. NO. 2980320) I III III 50' R.O.W. & GAS PIPELINE EASEMENT (REC. NO. 1602118) I �'I I III ` I \\ I I II \\ I I �, II I11 1111 I I 1 II I \\ I (I �I I I I I I I I i 10 N W 00 to 0 0 IZ THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION, SIZE, NUMBER, AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON MEASUREMENTS TAKEN IN THE FIELD AND RECORDS OF THE VARIOUS UTILITY COMPANIES. THIS INFORMATION IS NOT TO BE RELIED ON TO BE COMPLETE OR EXACT. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST UTILITIES BE LOCATED AND MARKED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. _TARJ =Tl�e -TIFe k 9:1 W±1 LOT 8, OAK , VILLAGE SITUATEDOF • . OF • TOWN OF •NE, COUNTY OF '_ OF • ••'!• SHEET 7 OF 23 TRACT T SAKI MEADOWS P.U.D. FILING 1 ACCESS, UTILITY AND DRAINAGE EASEMENT (AS DEPICTED ON THE PLAT OF OAK MEADOWS VILLAGE. NOT CONTAINED IN THE TITLE COMMITMENT) LOT 7 OAK MEADOWS WdLQOE LOT 8, OAK MEADOWS VILLAGE TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO BASIS A IN BEARINGS ARE BASED ON THE SOUTH LINE OF THE SW 1/4 OF SECTION 6, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN STATE PLANE BEARING OF S89011'26"E. BM 25 - MARKED "X" ON THE NORTH END OF HEADWALL AT NORTHWEST CORNER OF INTERSECTION OF FIRESTONE BOULEVARD AND COLORADO BOULEVARD. ELEVATION = 4848.265 FEET (NGVD 1929 DATUM) f I I -- I--FC� —--_------A=FO_2 ---- — — — — — — — — — — — — — — — — — — - -20' NON-EXCLUSIVE UTILITY - ----8" SS --+-- EASEMENT (REC. NO. 3394481) _-C -- -----_------ -- _ I------------ f� LOT 6 _ ----- OAK MEADOWS W&LAGE MANOR REPLLQTI • Scale: 1 " = 20' BOUNDARY -- EXIST. EASEMENT PROP. CURB & GUTTER EXIST. CURB & GUTTER O-E] PROP. LIGHT POLE 5620 PROP. CONTOUR LINE CWA CONCRETE WASHOUT AREA /� 91 IP INLET PROTECTION mm ®® 111=10000 ®® mmmm ® ® a= CD LIMITS OF CONSTRUCTION / DISTURBANCE —x—x—x—x x—x— SF SILT FENCE SSA STABILIZED STAGING AREA ► �,•• TRACKING81 %I' " VEHICLE RS ROCK SOCK SCL SEDIMENT CONTROL LOG 1. SEE SHEET 10 FOR A FULL LIST OF EROSION AND SEDIMENTATION CONTROL NOTES. 2. THE LANDSCAPE PLAN CONSTITUTES THE FINAL ESC PLAN. FINAL STABILIZATION SHALL BE ACCOMPLISHED BY THE PLANTINGS ON THAT PLAN UNLESS WEATHER DOES NOT ALLOW. TEMPORARY STABILIZATION SHALL BE PERFORMED IF WEATHER DOES NOT PERMIT FINAL STABILIZATION. DOLLAR GENERAL FIRESTONE ,..• • ,.,.• .....: CONTROL EROSION PLAN -NAME OF APPLICATION DOLLAR GENERAL FIRESTONE • .. SUBMITTAL TYPE PREPARATION DATE: 2020-04-21 REVISION DATE: 2020-06-17 R 4 REVISION DATE: 2020-08-31 SHEET 7 OF 23 2f ® ®0 ® 0 U U C! 0 00 ® .oN v010 ® 00 F 0 'ED (0 N N N N ® N N N N J d cn p p N Q O Q Q 2 vi ti Z C: > O Q 00 a) CO Ca M > i- Cy) 00 M +- ® r I® (N In co U CM (M t� w Cu MM00 ® cvi cyi ® M 6L. P Qm L Ch o w p y O V � z O G U n °` a) p w cn z CD •.� W (n�` J V U a) P .w IIM a (Do Z Wq� Q I=- O (L LL J O F- �o c� d Oq W _j O 0 F- vi 0 > NU) �IW- ® _ a.U) W L, OO ®>tn Z(DWz Z:D �00 W C) WU)— wU) � U�� WWF-W Z�Z� =o_j LL wo�< �o�o z Cn zLLJ 00 Q O ~ Cn Q Z ® M W ®O(nO M5Q 1= U Prepared Under The Direct Supervision Of: ND 55094 �SS/ONAk- For and on behalf of Engineering Service Company Designed by: Engineering No.: CMA E-20-006 Drawn by: Date: CMA 2020-09-09 Checked by: Scale: Horz.:1 "=20' CMA Vert.: MIA zineet NO' 4631928 09/21/2020 04.04 PM Page 8 of 25 FINAL DEVELOPMENT PLAN ®o ® vM " 4 LOT 8, OAK MEADOWS VILLAGE !0"16 N co SITUATED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF THE 6TH P.M. TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO M o SHEET 8 OF 23 00 Sediment Control Log (SCL) SC® SC-2 Sediment Control Log (SCL) SC-2 Sediment Control Log (SCL) SC®6 Inlet Protection (IP) ai N N N N -scL-scL-scL- I j" ti `., sEC+Ily1Eh1T C:C)NTI2.)L LCU IVSTALLa.TIr,?N PJJTE: ® N N N N ti 1 E FLAN W LOG. H DI?.LENT `>E � 'VIE FOR LOCATION, A'�TD LEN(:,T ETF '>E CONTROL LtifiS. A• --___ ;� I I 2. SEDIMENT CONTROL LOG` THAT ACT A`_-; A PERIMETER CONTROL SHALL BE INSTALLED PRIOR IP n ---- j „it;-I;EI•, 3T�KE '- _'= 7t} r,hJY IJPCSR,Af�IENT LAND-DI`-;TJRBINC3 ACTIVITIES. f; _ ,n.)I>Er; .sTAI<E --� � "__. �' a .3. SEDIMENT CONTROL LOGSSHALL CONSIST OF STRAW, [ OM-OST, EXCELSIOR oN Ct1GONl:'T u Ir.t.iETE ;rilN,='Ci`,T f' �r ROCK SOCK DESIGN FIEtEh, ,4h1D HALL UE FREE OF ANY NOXIOUS ViEED SEEDS OR DEFECTS INCLUDING RIPS, SEE R I, I IAMETEz �I:I 1 - ( f�` .E.I+,+E'dT ,...rJTref!L L!.: HOLE: AND 019VIC,J1.--; (NEAR' ROCK DETAIL FOR JOINTING ROCK - _,EJIVENT . O-NTROL L;5G L S Ci' + w� SOCKS _ " .! I 'ERTE . ,T' ! ' -- 4. `SEDIMENT CONTROL LOGS MAY LiE lJEt} AS SMALL ::HECK CAtvI: IN DITCHES AND SViALE:�. I6" CINDER 16 L ?' t �� r`_ S BLOCKSD ER -ITE` ;' r r ! r KS t; i L'.EhTEi ;T''.)h = HOWEVER, THEY SHOULD NOT 3E USED IN+ PERENNIAL STREAMS, x � y`_s d''r;-. '" FLOW OC` CI F THF: I ET.AIL I, IF,) I? F; b ::' - JOTE1: FLt,,: DIA ± I-._:E OITH SEItJEh+T ,, IT IS REC:nhIPAENCiE 1 THAT `_,Er?Ih.�ENT CONTROL LC)C':1 BE THE ICHED INTO THE GROUND TO Jr Ulata. - - t „ C CNT-�:. L L_, _,'_: THAT e DEPTH OF AP 'ROXI�.?A,TELY Y3 C?F THE DIAhiETE t 'OF THE LOG, IF TRENCHING TO THIS � 2"x4" WOOD STUD FLJ+,`i 5F �- '' '- 1' MIN. •, L I IA',t ;. ; LA" ';EI )I`I:`EEk' h.E `: Itlltvtl_. C)F DEPTH I NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DEBT'{E NOT TO � � _ r � 1, T 'EI.I JE.IT CONTHCL -ter - Y . 1 1, .. ,� � °: � . CURB INLET L C" UAY NEE) Tii Lr . LH %FT 4. II _ ,; , CIA++^�E LAIvD.,CA� E,i ALE.>.>ER TRE�JCHINt? DEPTH MAY RE .ar...EhTaaLE „ITH •inRE ROH.._,T 2"x4" wooD - - DA r- r SECTION A Q 3 V j ' IF I"; Ti L R. r' a E E FE E EE E r STAKING. COMPOST LOGS THAT ARE 8 LB/FT DO NOT NEED TO BE TRENCHED. STUD J nEe,KLK „I? 13{ I, iDF „ j - r; ;llltl'. A'HE`I .� .•Ar:EtiT Ei. JP >` _I_E+, .LN ._ PACK 'F I THE UPHILL `SIDE OF THE ECDIP ENT CONTROL LOC SHALL BE BACKFILLE2 ''dTH SOIL OR IP-1, BLOCK AND ROCK SOCK SUMP OR ON GRADE ® L:hD ,+dHE J I ik:E^!T T 7HE_E FE T.• E, FILTER .4fa.TEt IAL THAT IS, FLEE ruF ROCK'- ICL; AND DELtNIS, THE SOIL SHALL L+E TICHTLY ,r m � T• THESE FEAT I DES. COMPACTED INTO THE : HAPE OF A RIGHT TRIANIGLE USING A SHOVEL OR INEIGHTED LAINN INLET PROTECTION Q � v, I, � COMPOST SEDIMENT CONTROL LOG (WEIGHTED) ROLLEROR BLS%ti'dN IN ?= .I - LACE. TRENCHED SEDIMENT CONTROL LOG� Q o o Q EP<TE% :T.,KE RJ t t T:"iL L•iG 7. FOLLOW NIANiFACTURERS' CUI DANCE FOR STAKING'. IF hANUFACTURERS' INSTR-iCTI`=iNt; BLOCK AND CURB SOCK INLET PROTECTION INSTALLATION NOTES a) � ::ENTER `:T..I<E I'v t,[!*T=zE?L L.:: I ISrtETE_ ,t,,l,i , DO NOT SPECIFY ..tPACING, STAKES `.;HALL BE PLACED ON 4' CENTERS ANIT) EMBEDDED A 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. ® ? y ~ � . I r T MINRv!ILM OF 6" INTO THE GRtE )ND. 3" OF THE STAKE SHALL PROTR.1 )E FRt�r•r. THE TOP CIF - .. Ur,4P CTEI: EkJ:A,'.�.TEG W' LIAtviETEii 't:+IN`'t C s `t ;:;Ef IGiE .T ;:U JTI T L L?ts STAKES A R ) i t � ! " 5 13L. ! I Lr...E, FILTEit_ THE LOC THAT ARE BROKEN FRI("F T,) LJ>T4LLATIO J .SHALL BE REPLACED, COMPOST 2. CONCRETE CINDER BLOCKS SHALL BE LAID ON THEIR SIDES AROUND THE INLET IN A TRENCH IL EIIvE:dT _0[ TFOL LC<; hIEI,L i• isc?IL '', LO `3IIOGLD DE `NAKED 10' ON CENTER, SINGLE ROW, ABUTTING ONE ANOTHER WITH THE OPEN END FACING AWAY FROM THE CURB. FLO,h' } - FL '.`1 -- 1,. SEDIMENT CONTROL LOG MAINTENANCE NOTES 3. GRAVEL BAGS SHALL BE PLACED AROUND CONCRETE BLOCKS, CLOSELY ABUTTING ONE ANOTHER AND JOINTED TOGETHER IN ACCORDANCE WITH ROCK SOCK DESIGN DETAIL. -- - 1. INSPECT BMP.^, EACH WORKDAY, AN'.) MAINTAIN THEM IN EFFECTIVE OPERATING CCN,, ITION. MAINTENANCE CF E3MT._, SHOULD BE : FiC1A TI'lE, NOT REACTIVE. INSPECT E31dPs AS >Gthl A MINIMUM OF 4 ,r, c r S e S TWO CURB POSSIBLE (AND ALWAYS WITHIN 24 HOUR'S) FOLLOWING A STORM THAT CAUSES SURFACE SOCKS BLCCK AND ROCK SOCK INLET � EIROSION, AND PERFORM NECESSARY MAINTENANCE, ® APPROX 30 DEG. PROTECTION(SEE DETAIL IP-I) ECTION 7. FREQUENT OH,ERVATI7`!S ANO M LO AINTENANCE ARE NECE S:�SARY TO MAINTAIN BMPs IN � � � � N O SECTION A COMPOST SEDIMENT CONTROL LOG EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES 'SHOLILD BE � � TRENCHED SEDIMENT CONTROL LOG DOCUMENTED THOROUGHLY. CURB SACK ,; �, ca M f' t � E'.LA 3. WHERE RMP, HAVE FAILED, REPAIR OR REPLACEMENT SHOULD RE INITIATED UPON FLOW W 0 (y) 1j" ►o (tvtlh!.l DISCOVERY OF THE FAILURE, Q r N IY?' x x "'VI Ji h 12 `E;LAP r 5' MIN 3'-5' TYP, M U ;dCt_E 1 ST I'E , 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT (y7NTRC71_ LOG ;HALL HE FEhAC)`JEIi ,4S M M 1® W M M 00 ,; •" x " 't"It) NEEDE 1 TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPI .ALLY WHEN, ,DEPTH OF ACC JMdLATED (8 IN WOOLEN -STAKE ,'EM FSEDIMENT-S I S APPROXIVATELY Y2 OF THE HEIGHT nF THE SEDIMENT CONTROL LOG. � ® (M (M e- IP-2. CURB ROCK SOCKS UPSTREAM OF 0 o f C 5 `:SEDIMENT CONTROL LOG .`_SHALL BE REMOVED AT THE END OF CONSTRUCTION.COAIP_1ST r ( FRC)Ivi COMPOST LOGS hf,4Y BE LEFT IN PLACE A.� LONG A5 BAGS ARE REMOVED P. JD THE INLET PROTECTION �. M M I11 METE'2 VIN) 4, r rr r }.E,.IVE!.IT E.'%7T c,L UY,, AREA SEEpEID. IF DISTlJRf3ED AREAS EX15T .4FTER RE4IOt1AL, THEY SHALL BE COVERED ":ITH `- Q W 9" I'IAIAETER (IvIL) �'--- TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY cuRe ROCK socK INLET PROTECTION INSTALLATION NOTES N E !It.IEnIT i,'tiFJTltt)L L .i LOG JOINTS THE LOCAL JURISDICTION, 1. SEE ROCK SOCK DESIGN DETAIL INSTALLATION REQUIREMENTS. Lct) o LOG JOINTS (DETAILS ADAPTED FROM TOWN OF PARKER, COLORADO, JEFFERSON COUNTY, COLORADO, DOUGLAS COUNTY, COLORADO, 2. PLACEMENT OF THE SOCK SHALL BE APPROXIMATELY 30 DEGREES FROM PERPENDICULAR � W AND CITY OF AURORA COLORADO, NtT AVA.LALfLE IN Attfa:AD) IN THE OPPOSITE DIRECTION OF FLOW. V m E SCL-2. COMPOST SEDIMENT CONTROL LOG (WEIGHTED) NOTE: MANY JURISDICTIONS HAVE BMP DETAILSTHAT VARY FROM UDFCD STANDARD DETAILS. 3. SOCKS ARE TO BE FLUSH WITH THE CURB AND SPACED A MINIMUM OF 5 FEET APART. � ' 0 SCL-1, TRENCHED SEDIMENT CONTROL LOG CONSULT WITH LOCAL JURIS T)ICTIONSS AS TO WHICH DETAIL ,,HO,(JLr) BE UGED WHEN � DIFFERENCES ARE NOTED. 4. AT LEAST TWO CURB SOCKS IN SERIES ARE REQUIRED UPSTREAM OF ON -GRADE INLETS. uj uja O - cc N O W rn z F '.ti W 10 November 2015 Urban Drainage and Flood Control District SCL-3 SCL-4 Urban Drainage and Flood Control District November 2015 SCL-6 Urban Drainage and Flood Control District November 2015 IP-4 Urban Drainage and Flood Control District August 2013 C Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 f11 > C: UI U ") Inlet Protection (IP) SC®6 SC®6 Inlet Protection (IP) INLET GRATE Il _ t 5 rY a sJ I GENERAL INLET PROTECTION INSTALLATION NOTES O O ,,. � � � 'p�' + 1. SEE PLAN VIEW FOR; ti -LOCATION OF INLET PROTECTION. t 1� D -TYPE OF INLET PROTECTION IP.1, IP.2, IP.3, IP.4, IP.5, IP.6 3a [ SEE ROCK SOCK DETAIL ( ) FOR JOINTING FA U) CL LL J l 1; $ J 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING F O 0 k. IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, j Z LL Uj :) ROCK SOCK INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. O iS O x?T'! 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN ® ~ O ,_ + + � ,% CN DIFFERENCES ARE NOTED. N LU W_ UJ INLET PROTECTION MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. _I (0 W CL U MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS Z ZO C POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE IP-3, ROCK SOCK SUMP/AREA INLET PROTECTION EROSION, AND PERFORM NECESSARY MAINTENANCE. LL U O 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN W J N EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE ®g LL. O N DOCUMENTED THOROUGHLY. ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES U) -� O O MO 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON W > U � Q O0 DISCOVERY OF THE FAILURE. IX (n 2. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF ROCK SOCKS FOR U LL 3 z 0 W Z W INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS -J O (n O (n Q NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES Q W i- LU Z O 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y, OF THE HEIGHT FOR Q = U) > Q - INLET GRATE STRAW BALES. W W I W W U 15; z ® O iiiiiaiii �SF� 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS BJ Y - LL' P- _j J PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF Q LL LIJW Q ❑ INLET PROTECTION IN STREETS. Q O f- O O 0- SILT FENCE (SEE SILT J D Q z Z Q z � SIF FENCE DESIGN DETAIL) 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE ®1 F_ � P- COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER ® p F- O ®� W APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) IP-4. SILT FENCE FOR SUMP INLET PROTECTION NOTE; MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS, CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL SILT FENCE INLET PROTECTION INSTALLATION NOTES METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST 2. POSTS SHALL BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED A5 SHOWN AT A MAXIMUM SPACING OF 3 FEET, IN THE MANUFACTURER'S DETAILS. 3. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FOR NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL, PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET PROTECTION IS ACCEPTABLE. August 2013 Urban Drainage and Flood Control District IP-5 IP-8 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 DOLLAR GENERAL FIRESTONE EROSION ' _ APPLICATIONNAME OF TYPE OF , • • PREPARATION 2020-04-21 DATE: 2020-06-17 REVISIONREVISION • DATE: REVISION 2020-08-31 -• DATE - REVISION SHEET Li r- M Q c _ N I= U Prepared Under The Direct Supervision Of: I G,•�P �s 0 .gyp .V •Z •: 55094 '0 % SS/ANAL For and on behalf of Engineering Service Company Designed by: Engineering No.: CMA E-20-006 Drawn by: Date: CMA 2020-09-01 Checked by: ,Scale: Horz.:N/A CMA Vert.: N/A Sheet No.: 4631928 09/21/2020 04.04 PM Page 9 of 25 ® FINAL D` EVELIO PM ENT PLAN v� DOLLAR GENERAL FIRESTONE o ® �0zLOT 8, OAK MEADOWS VILLAGE 111- � Via®�,/,� , 0 SITUATED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF THE 6TH P.M. TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO 0 SHEET 9 OF 23 0 SC-5 Rock Sock ( S) bock Sock ( S) C-5 Concrete Washout Area (CWA) -1 M -1 Concrete Washout Area (CWA) N N o o 0 0 0 fiS N N N N ® N N N N CONCRETE WASHOUT ��p� R (: S ❑ A �•�-SIGN � CWA V A ROCK SOCK MAINTENANCE NOTES CWA MAINTENANCE NOTES :t f; 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 3:1-�7 w3-' 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. lY" (MINUS) CRUSHED ROCK ' ' A4 MAN FI I r } CAti�3 MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS t MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS ENCLOSED IN WIRE MESH 1S2' MINUS CRUSHED ROCK ( ) POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE -r-. '� � �:_ � �h � POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE ENCLOSED IN WIRE MESH EROSION, AND PERFORM NECESSARY MAINTENANCE. �r4k rI Kos` T 4Ir x WIRE TIE ENDS I f�7 k T I EROSION, AND PERFORM NECESSARY MAINTENANCE. t �1 L t` 't' a ? ? 3'.. �,� � � -�} �� # �� � VEHICLE TRAGI<ING 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 3:1 8 X 8 MIN, 3: 1 J �I -eL i ! ml CONTROL (SEE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN ` K EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE VTC DETAIL) OR EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE �73i_r;;� DOCUMENTED THOROUGHLY, t1��T j , 1 OTHER STABLE DOCUMENTED THOROUGHLY. �r r•-< c ;c n r .3 3. SURFACE 4" TO 6" MAX AT 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON K H 7 y a 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON GROUND SURFACE CURBS, OTHERWISE DISCOVERY OF THE FAILURE. h DISCOVERY OF THE FAILURE. 0" ON BEDROCK OR 3:1 xI aJ� a HARD SURFACE, 2" 6"-10" DEPENDING 4. ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED, OR DAMAGED T xl T T- 3 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN IN SOIL ON EXPECTED BEYOND REPAIR. �' �7-� LI>>7 x'=? CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE Q SEDIMENT LOADS 25 MIN. REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. `Z Q 5. SEDIMENT ACCUMULATED UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TO ROCK SOCK SECTION ROCK SOCK PLAN MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS 0 m IS APPROXIMATELY OF THE HEIGHT OF THE ROCK SOCK. CONCRETE WASHOUT AREA PLAN IN TH'E SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE I'N A WATER -TIGHT 12" TYP, COMPACTED BERM AROUND CONTAINER AND DISPOSED OF PROPERLY, 6. ROCK SOCKS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS THE PERIMETER 0 J Z � rL ANY CAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. i ?4 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED, In Q 0 AMOUNT OF IX" (MINUS) CRUSHED ROCK AND WRAPPED F- 2% SLOPE N ti V a WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK 7. WHEN ROCK SOCKS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND ® ? IZILL ROCK SOCK, REINFORCED SOCK, AS AN ALTERNATIVE TO FILLING JOINTS TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL iL TYP �3' MIN. �I MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND JURISDICTION . 12" 12" UNDISTURBED ADDITIONAL WIRE WRAPPING, ROCK SOCKS CAN BE BR >3 ?3 (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD). 0 OVERLAPPED (TYPICALLY 12-INCH OVERLAP) TO AVOID GAPS. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) COMPACTED SOIL 8 X 8 MIN. VEHICLE TRACING z CONTROL (SEE VTC NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. ROCK SOCK JOINTING ROCK SOCK INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -LOCATIONS) OF ROCK SOCKS. GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2 100 1y2" 90 - 100 I " 20 - 55 3/4" 0 - 15 3/8" 0 - 5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES. M NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. DETAIL) CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN SECTION A DIFFERENCES ARE NOTED. DIFFERENCES ARE NOTED. NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL CWA-1. CONCRETE WASHOUT AREA 0 METHODS OF ROCK SOCK INSTALLATION IN THE DENVER METROPOLITAN AREA. THERE ARE > 0 OTHER SIMILAR PROPRIETARY PRODUCTS ON THE MARKET. UDFCD NEITHER NDORSES CWA INSTALLATION NOTES 0)MANY NOR DISCOURAGES USE OF PROPRIETARY PROTECTION PRODUCTS; HOWEVER, IN THE EVENT Li') W ® PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST 1. SEE PLAN VIEW FOR: (D BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN -CWA INSTALLATION LOCATION. � � M IN THE MANUFACTURER'S DETAILS, (3)2. 0 CY) DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR (> ® M WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, +-+ � � N THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR 1- 1'� re SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A N M M j® LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. LU Co (Y) (y) 00 O i M 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. O ® r- LL 2. CRUSHED ROCK SHALL BE 1)2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) L- AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1W' MINUS). 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY B' SLOPES d, =; M M \ LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT Q 3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A LEAST 3' DEEP. MAXIMUM OPENING OF )s", RECOMMENDED MINIMUM ROLL WIDTH OF 48" N 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. (j) o 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS > ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. W V � 5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND C N EO MESH FOR THE ROCK ENCLOSURE. ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS o V RS-1 , ROCK SOCK PERIMETER CONTROL OF CONCRETE TRUCKS AND PUMP RIGS. a p 8, USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION, O J v N R rro^ W N vJ 2 zLU N RS-2 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District RS-3 November 2010 Urban Drainage and Flood Control District CWA-3 CWA-4 Urban Drainage and Flood Control District November 2010 2 Uj 13 ro c Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 W U Vehicle Tracking Control (VTC) SM-4 M-4 Vehicle Tracking Control (VTC) Stabilized. Staging Area (SSA) SM-6 u � SF/CF SF/CF I VTC SA STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES •ONSITE CONSTRUCTION CONSTRUCTION p 1. SEE PLAN VIEW FOR 'T VEHICLE •''' j' TRAILERS -LOCATION OF CONSTRUCTION ENTRANCES)/EXIT(S). i'AKING (1F u a = W 20 FOOT -TYPE OF CONSTRUCTION ENTRANCES)/EXITS(S) (WITH/WITHOUT WHEEL WASH, I NEEDED)., -� 0 (WIDTH CAN BE IL L� CONSTRUCTION MAT OR TRM). 'p LESS IF CONST. CONSTRUCTION N Vi O O VEHICLES ARE SITE ACCESS \ \ Z 2. CONSTRUCTION MAT OR FIRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE n in LLI PHYSICALLY USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) T F- O CONFINED ON WHERE THERE WILL BE LIMITED VEHICULAR ACCESS, �, p, O W BOTH SIDES) 3° MIN. THICKNESS O Y t MATERIAL • GRANULAR MATERIAL SIDEWALK OR OTHER 50 FOOT (MIN.) r �'r~ 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS 1 1 STORAGE :. -1 Q N o PAVED SURFACE t WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. STABILIZED AREA . cL`> UJ j N I-- W H rTTi i H f ti f CONSTRUCTION 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND ENTRANCE (SEE DISTURBING ACTIVITIES, DETAILS VTC-1 % J �p W CL U) F.:---p '-�t r i k`� r`i r� 'c-t'-rj r.{ n ri`1 '-f , "-i `I "-I '-t h TO VTC-3) SILT FENCE OR CONSTRUCTION Z 5. A NON WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED SF/CF SF/CF FENCING A5 NEEDED Z O LL CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. Li. 1= ® Q O > Ln P-a -T. -t t -i r-`{, k+ -t -t•[ -.c 1.�-I, `-� r-a -r. ; a U W �- x 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT W W W J (V T ; F EXISTING ROADWAY x t ° SECT. 703, AASHTO 3 COARSE AGGREGATE OR 6" MINUS ROCK. Z O 9„ (MIN.) (MINUS) Q Z O N SSA-1. STABILIZED STAGING AREA o -' o � W m o j 3 z� ft t STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES -I O O F i STABILIZED STAGING AREA INSTALLATION NOTES W i� U Q O P i r 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. (q > UNLESS OTHERWISE SPECIFIED MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE, INSPECT BMPs AS SOON AS EL > W ® W Q W PUBLIC 1. SEE PLAN VIEW FOR > U) z � W Z W ROADWAY � BY LOCAL JURISDICTION, USE POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE J O � O (/) Q -LOCATION OF STAGING AREA(S). LLJ> COOT SECT. #703, AASHTO #3 EROSION, AND PERFORM NECESSARY MAINTENANCE. -CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL < W ~ COARSE AGGREGATE OR 6" Q = W Q - MINUS ROCK 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN FROM THE LOCAL JURISDICTION. Z � t- � (jJ U O 0 EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE Z - = J J 2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE. W ILL � DOCUMENTED THOROUGHLY. (5Y H- NON-WOVEN GEOTEXTILE FABRIC OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTION. Q � LL � LLi Q BETWEEN SOIL AND ROCK � O W O LLI O 0- DISCOVERY OF THE FAILURE. ao Z 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON 3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE. Q E- Z J Q Q Z UNLESS OTHERWISE SPECIFIED BY LOCAL 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED 4. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3" THICK GRANULAR ®Ot b ®(D I j MATERIAL � Q INSTALL ROCK FLUSH WITH JURISDICTION, USE COOT SECT. #703, AASHTO ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE g" (MIN,) 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND 5. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT OR 6" MINUS ROCK AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. --I T) ,,, J=I DOWN STORM SEWER DRAINS. 6. ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT NOTE; MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. FENCE AND CONSTRUCTION FENCING. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN STABILIZED STAGING AREA MAINTENANCE NOTES DIFFERENCES ARE NOTED. NON -WOVEN GEOTEXTILE FABRIC (DETAILS ADAPrED FROM CITY OF BROOMFIELD. COLORABO, NOT AVAILABLE IN AUTOCAD) 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION, COMPACTED SUBGRADE MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS SECTION A POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. VTC-1. AGGREGATE VEHICLE TRACKING CONTROL 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED, November 2010 Urban Drainage and Flood Control District VTC-3 VTC-6 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District SSA-3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 GENERAL FIRESTONE DOLLAR EROSION CONTROL OF APPLICATION DOLLAR GENERAL FIRESTONE SUBMITTALNAME TYPE OF 1 • 1 !.P R PREPARATION DATE: 2020-06-17 REVISIONREVISION DATE: 2020-07-24 REVISION DATE: 2020-08-31 IMMUS 611101 SHEET • OF ®_Ifni- ui C 1- Prepared Under The Direct Supervision Of: O • ..OF � U o •. O Z'. 55094 a� iFSS��NAL ENG\ For and on behalf of Engineering Service Company Designed by: Engineering No.: CMA E-20-006 Drawn by: Date: CMA 2020-09-01 Checked by: Scale: Horz.:N/A CMA Vert.: N/A Sheet No.: 4631928 09/21/2020 04.04 PM Page 10 of 25 Stabilized Staging STABILIZED STAGING AREA MAINTENANCE NOTES 5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, STORAGE, AND UNLOADING/LOADING OPERATIONS. 6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION, THE GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, USED ON SITE, AND THE AREA COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDICTION. NOTE: MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUiOCAD) SSA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 EC-6 Rolled Erosion Control Products (RECP) EROSION CONTROL BLANKET INSTALLATION MOTES 1. SEE PLAN VIEW FOR: -LOCATION OF ECB. -TYPE OF ECB (STRAW, STRAW -COCONUT, COCONUT, OR EXCELSIOR). -AREA, A, IN SQUARE YARDS OF EACH TYPE OF ECB. 2. 100% NATURAL AND BIODEGRADABLE MATERIALS ARE PREFERRED FOR RECPs, ALTHOUGH SOME JURISDICTIONS MAY ALLOW OTHER MATERIALS IN SOME APPLICATIONS, 3. IN AREAS WHERE ECBs ARE SHOWN ON THE PLANS, THE PERMITTEE SHALL PLACE TOPSOIL AND PERFORM FINAL GRADING, SURFACE PREPARATION, AND SEEDING AND MULCHING, SUBGRADE SHALL BF SMOOTH AND MOIST PRIOR TO EC8 INSTALLATION AND THE ECB SHALL BE IN FULL CONTACT WITH SUBGRADE. NO GAPS OR VOIDS SHALL EXIST UNDER THE BLANKET. 4. PERIMETER ANCHOR TRENCH SHALL BE USED ALONG THE OUTSIDE PERIMETER OF ALL BLANKET AREAS. 5. JOINT ANCHOR TRENCH SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER (LONGITUDINALLY AND TRANSVERSELY) FOR ALL ECBs EXCEPT STRAW WHICH MAY USE AN OVERLAPPING JOINT. 6. INTERMEDIATE ANCHOR TRENCH SHALL BE USED AT SPACING OF ONE-HALF ROLL LENGTH FOR COCONUT AND EXCELSIOR ECBs. 7. OVERLAPPING JOINT DETAIL SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER FOR ECBs ON SLOPES. 8. MATERIAL SPECIFICATIONS OF ECBs SHALL CONFORM TO TABLE ECB-I. 9. ANY AREAS OF SEEDING AND MULCHING DISTURBED IN THE PROCESS OF INSTALLING ECBS SHALL BE RESEEDED AND MULCHED. 10. DETAILS ON DESIGN PLANS FOR MAJOR DRAINAGEWAY STABILIZATION WILL GOVERN IF DIFFERENT FROM THOSE SHOWN HERE. TABLE ECB-1. ECB MATERIAL SPECIFICATIONS TYPE COCONUT STRAW EXCELSIOR RECOMMENDED CONTENT CONTENT CONTENT NETTING" STRAW* - 1007. _ DOUBLE/ NATURAL STRAW- COCONUT 30% MIN 70% MAX _ DOUBLE/ NATURAL COCONUT 100% - _ DOUBLE/ NATURAL EXCELSIOR DOUBLE/ - - 100% NATURAL "•ALTERNATE NETTING MAY BE ACCEPTABLE IN SGME JURISDICTIONS FINAL DEVELOPMENT PLAN DOLLAR GENERAL FIRESTONE LOT 7 OAK MEADOWS VILLAGE SITUATED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF THE 6TH P.M. TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO SHEET 10 OF 23 UNDISTURBED SOIL t Rolled ErosionControl Products PERIMETER ANCHOR TRENCH, TYP TYPE OF ECB AS INDICATED IN PLAN VIEW. INSTALL IN ALL DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTI D ABOVE CHANNEL INVERT. ECB SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION (LE. LONG DIMENSIONS OF BLANKET PARALLEL TO FLOWLINES) STAKING PATTERN SHALL MATCH ECB AND/OR CHANNEL TYPE. ECB-1. PIPE OUTLET TO DRAINAGEWAY JOINT ANCHOR TYPE OF ECB, TRENCH, TYP. INDICATED IN PLAN VIE41 6" TOPSOIL ` ECB SHALL v MI:XEXTEND TO THE y TOP OF THE CHANNEL D PERIMETER ANCHOR TRENCH, TYP. COMPACTED SUBGRADE STAKING PATTERN PER MANUFACTURER SPEC. OR PATTERN BASED ON ECB AND/OR CHANNEL TYPE (SEE STAKING PATTERN DETAIL) EC13-2. SMALL DITCH OR DRAINAGEWAY ECB JOINT ANCHOR TOP OF TRENCH, TYLP. CHANNEL BANK ANCHOR DETAILS GE OTEX I ILE FABRIC OR MAT, TYP. --) (-- 3" MIN, TYP. 6'MIN, YrnI TYP. SINGLE EDGE '- STAKE, TYP. COMPACTED BACKFILL, TYP. PERIMETER ANCHOR TRENCH TWO EDGES OF TWO ADJACENT ROLLS JOINT ANCHOR TRENCH LOOP FROM MIDDLE OF ROLL INTERMEDIATE ANCHOR TRENCH FLOW OVERLAPPING JOINT 3" MIN, 12" MIN. WOOD STAKE DETAIL RECP-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rolled Erosion Control Products ( CP) EC-6 EROSION CONTROL BLANKEI MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ECBs SHALL BE LEFT IN PLACE TO EVENTUALLY BIODEGRADE, UNLESS REQUESTED TO BE REMOVED BY THE LOCAL JURISDICTION. 5. ANY ECB PULLED OUT, TORN, OR OTHERWISE DAMAGED SHALL BE REPAIRED OR REINSTALLED. ANY SUBGRADE AREAS BELOW THE GEOTEXTILE THAT HAVE ERODED TO CREATED A VOID UNDER THE BLANKET, OR THAT REMAIN DEVOID OF GRASS SHALL BE REPAIRED, RESEEDED AND MULCHED AND THE ECB REINSTALLED. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ADAPTED FROM DOUGIAS COUNTY, COLORADO AND TOWN OF PARKER COLORADO, NOT AVAILABLE IN AUTOCAD) RECP-8 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District RECP-9 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Rolled Erosion Control Products r EC-6 STAGGER OVERLAPS DIVERSION DITCH OVERLAPPING JOINT AT TOP OF /� SLOPE STAKING PATTERN PER MANUFACTURER SPEC. OR PATTERN BASED ON ECB AND/OR SLOPE TYPE (SEE STAKING PATTERN DETAIL) \_ PERIMETER ANCHOR TRENCH ECB-3. OUTSIDE OF DRAINAGEWAY ROLL PERIMETER WIDTH ANCHOR 'W, TYPd TRENCH OR JOINT, TYP. (( Yz W o I W Yz W O 4 -~o .-Y2 W 6 0 �I •-Y2 W3 6' 0 4' o 0 D O O T2, STRAW STRAW -COCONUT COCONUT OR EXCELSIOR STAKING PATTERNS BY ECB TYPE 3' 2' -•-1 I-- Y2 W 0 0 3' 4, 0-1 - Y4 w y2 w 6 0I w -1 - Y2 w o p p 4:1 -3:1 3:1 -2:1 2:1 AND STEEPER SLOPES 2 SLOPES (SLOPES 4' obo -Y2 W 4' 000 Y2 W 0 0 0 1-10, 02' 20" I- 20" 1I-- 0 0 0 LOW FLOW CHANNEL HIGH FLOW CHANNEL STAKING PATTERNS BY SLOPE OR CHANNEL TYPE November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 RECP-7 EROSION CONTROL GENERAL NOTES 1. REFER TO SHEET 2 FOR ADDITIONAL PROJECT NOTES. 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PREVENT SEDIMENT, DEBRIS, AND ALL POLLUTANTS FROM ENTERING PUBLIC DRAINAGE WAYS DURING ALL PHASES OF DEMOLITION OR CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS RESULTING FROM ANY NON-PERMITED SITE DISCHARGES. 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT HAVE BEEN DISCHARGED TO, OR ACCUMULATED IN, THE FLOWLINES AND PUBLIC RIGHTS OF WAYS AS A RESULT OF CONSTRUCTION ACTIVITIES. REMOVAL SHALL BE AS IMMEDIATE AS IS PRACTICAL. 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED OF THE GENERAL CONTRACTOR DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN AS IMPLEMENTED DOES NOT FUNCTION ADEQUATELY. 5. THE CONTRACTOR SHALL LOCATE, INSTALL, AND MAINTAIN ALL EROSION CONTROL WATER QUALITY "BEST MANAGEMENT PRACTICES" AS INDICATED ON THE PLAN, 6. THE CONTRACTOR SHALL ENSURE THAT ALL SITE EARTHWORK IMPORT OR EXPORT (INCLUDING SELECT FILL MATERIALS) IS PROPERLY COVERED OR OTHERWISE SECURED TO PREVENT LOSSES DURING TRANSPORT. 7. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING HAUL ROUTES USED FOR EARTHWORK IMPORT OR EXPORT. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ENSURING THAT ANY BORROW OR DISPOSAL SITES ARE APPROPRIATELY PERMITTED; INCLUDING THE PREPARATION, SUBMITTAL, APPROVAL PROCESSING, AND COMPLIANCE WHICH MAY BE REQUIRED FOR SITES NOT CURRENTLY IN POSSESSION OF AN APPROPRIATE PERMIT. 8. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS IN THE IMPLEMENTATION OF ANY BEST MANAGEMENT PRACTICES IS PROHIBITED. 9. APPROPRIATE CONTROL MEASURES ARE TO BE IMPLEMENTED PRIOR TO INITIAL GRADING AND AS APPROPRIATE PRIOR TO WORKING ANY AREAS NOT PREVIOUSLY DISTURBED. DISTURBANCE OF VEGETATION SHALL BE MINIMIZED AND LIMITED TO ONLY WHAT IS SHOWN ON THE CONSTRUCTION PLANS. 10. THE CONTRACTOR SHALL CAPTURE, CONTAIN, AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING OR WATER JET CUTTING OPERATIONS. THE DISCHARGE OF WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. 11. THE CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE. THE SCHEDULE SHALL INCLUDE ALL MAJOR CONSTRUCTION ACTIVITIES, THE INSTALLATION OF TEMPORARY AND PERMANENT BMPS, AND THE REMOVAL OF TEMPORARY ONES. 12. THE CONTRACTOR SHALL SUBMIT A SPILL PREVENTION AND CONTROL PLAN. THE PLAN SHALL IDENTIFY THE MEASURES PROPOSED TO PREVENT THE DISCHARGE OF POLLUTANTS RESULTING FROM SPILLS AND EXPEDITE THE CLEANUP AND PROPER DISPOSAL OF SOILS CONTAMINATED BY CHEMICAL, PETROLEUM OR OTHER HAZARDOUS MATERIALS. 13. EXPOSURE OF SPOIL PILES CREATED DURING UTILITY TRENCHING SHOULD BE MINIMIZED. LOCATION OF SPOIL PILES SHOULD BE ON THE UPHILL SIDE OF THE TRENCH AND OUT OF THE WAY OF VISIBLE DRAINAGE PATHS. 14. STOCKPILES AND AREAS DISTURBED BY GRADING OPERATIONS SHALL BE STABILIZED FROM WIND AND WATER EROSION THROUGH THE USE OF APPROPRIATE BMPS. SUCH BMPS SHALL BE APPLIED AT TIMES AND FREQUENCIES IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. SAID STABILIZATION PRACTICES SHALL BE APPLIED PER MANUFACTURER AND/OR SUPPLIER RECOMMENDATIONS AND SHALL INSTALLED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF PRODUCT USED. 15, CONSTRUCTION MACHINERY AND VEHICLE STAGING, MAINTENANCE, AND FUELING SHALL TAKE PLACE IN A SITE STAGING AREA. THIS AREA IS REQUIRED TO HAVE SPILL KITS AND/OR OTHER SPILL PROTECTION DEVICES. ABSORBENT SPILL CLEAN-UP MATERIALS SHALL BE AVAILABLE IN SITE STAGING AREA AND SHALL BE DISPOSED OF PROPERLY AFTER USE. THE CONTRACTOR SHALL PROPERLY DISPOSE OF USED OILS, FLUIDS, LUBRICANTS, AND SPILL CLEAN-UP MATERIALS. 16, THE CONTRACTOR SHALL HAVE ON SITE THE MEANS TO QUICKLY AND UNIFORMLY SPRAY WATER ON EXPOSED SOILS TO MITIGATE WIND EROSION AND FUGITIVE DUST POLLUTION. ANY GENERATION OF RUNOFF WATER USED AS A DUST SUPPRESSANT SHALL BE AVOIDED. 17. THE STORMWATER MANAGEMENT PLAN IS COMPRISED OF ALL THE SITE MAPS)/PLANS AND THE REPORT/NARRATIVE. THE SITE MAPS)/PLANS ARE NOT COMPLETE WITHOUT THE REPORT/NARRATIVE. GENERAL FIRESTONE EROSIONDOLLAR CONTROL NAME OF APPLICATION DOLLAR__GENERALFIRESTONE! TYPE OF SUBMITTAL FILING NO. Iwo _ • . L, 020-06-17 _ • SHEET 10 OF 23 Ri ® o N N 0 N N 03 N N rn 0 N N J 0 0 Q J CL ® Z 61 0 Z C � > O Q 00 � O LO (D co co Mom® ►- a) 00 M LLJ ® � N coIn U LU M M fr ,''.. co Cl)M 00 >_ ® cyi M 1: M MLL QCL LL �_0 lt) o W a) > U " 3 rN E O 2 U O O J U a� at v� Z CD Z N ro . c w pA N U U__ a U U N 5 o: (C) 0 Z W F- O LL _I F- 00 LL 0 E O 0. W _! _j o > cZ� U) W W a. LL 6 DO ®Q� Z (D (4Z ZZ)ti ®:�u-:D F'__O ION mo � o 0. Q W W LLI F- W ZLL_ W (0 = W 0� 0QW J �W� wOf W _o6 Z �ZLLJ -0 QZ 0(y)w ®OF O ®u) ®i°�Q Prepared Under The Direct 55094 -0 .04. 01/ •: �Q S�ONALENG\� CMA II E-20-006 CMA 2020-09-09 ad by: Scale: Horz.: N/A CMA Vert.: N/A No.: 4631928 09/21/2020 04.04 PM Page 11 of 25 1� III �II II II 20' TOWN WATER - EASEMENT (REC. NO. 3406699) 1 I �I PEDEST RIAN EASEMENT- (REC. (REC. NO. 3406699) t 30' SANITARY SEWER EASEMENT IV (REC. NO. 2582824) IV I I I II I 50' R.O.W. & GAS PIPELINE EASEMENT (REC. NO. 1602118) II I I � I II I I I II I I I I I I II I I I II I I II I it I I II I I1 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION, SIZE, NUMBER, AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON MEASUREMENTS TAKEN IN THE FIELD AND RECORDS OF THE VARIOUS UTILITY COMPANIES. THIS INFORMATION IS NOT TO BE RELIED ON TO BE COMPLETE OR EXACT. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST UTILITIES BE LOCATED AND MARKED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL TRACT 'IT" OAK MEADOWS P.B.D. FILING I LOT DQa MEADOWS VILLAGE Ak PLO R LIM a I LOT 8,C)kAK MEADOWS VILLAGE SITUATED IN THE SW 1/4 OF -. OF TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO SHEET 11 OF 23 ACCESS, UTILITY AND DRAINAGE EASEMENT (AS DEPICTED ON THE PLAT OF OAK MEADOWS VILLAGE. NOT CONTAINED IN THE TITLE COMMITMENT) I�e3=1�1�7 DEVELOPMENT BOUNDARY PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER - - - - - - - EXISTING OR PROPOSED EASEMENT I — — UTILITY PLAN KEYED NOTES OANTICIPATED ALIGNMENT OF TELECOMMUNICATIONS SERVICE. CONTRACTOR TO VERIFY EXACT LOCATIONS AND SIZES OF SERVICE LINES PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AS REQUIRED BY THE UTILITY PROVIDER. O ANTICIPATED ALIGNMENT OF ELECTRIC SERVICE. CONTRACTOR TO VERIFY I EXACT LOCATIONS AND SIZES OF SERVICE LINES AND TRANSFORMER PRIOR TO INSTALLATION OF ANY UTILITIES, TRANSFORMER PAD, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AS REQUIRED BY THE UTILITY PROVIDER. OANTICIPATED ALIGNMENT OF GAS SERVICE. CONTRACTOR TO VERIFY EXACT LOCATIONS AND SIZES OF SERVICE LINES AND TRANSFORMER PRIOR TO INSTALLATION OF ANY UTILITIES, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AS REQUIRED BY THE UTILITY PROVIDER. I O4 COORDINATE WITH UTILITY PROVIDER FOR RELOCATION OF CABLE TV PEDESTAL. I OCAUTION - UTILITY CROSSING! CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF CROSSING UTILITIES PRIOR TO CONSTRUCTION AND PROVIDE ADEQUATE CLEARANCES BETWEEN EXISTING/PROPOSED UTILITY INSTALLATIONS. CONTRACTOR TO CONFIRM INVERTS AND UTILITY PROVIDER ALLOWABLE CLEARANCES PRIOR TO INSTALLATION. OPROPOSED LOCATION OF TRANSFORMER PAD (IF NECESSARY). CONTRACTOR SHALL VERIFY EXACT LOCATION AND SIZE WITH UTILITY PROVIDER PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD AND CONDUIT AS REQUIRED BY THE UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE SAID WORK WITH THE UTILITY PROVIDER. (D INSTALL LIGHT POLE BASE AND FIXTURE. CONTRACTOR TO PROVIDE AND INSTALL CONDUITS, PULL BOXES, AND WIRING FOR SITE LIGHTING; TYPICAL. REFERENCE SITE ELECTRIC PLANS FOR SIZING, RUN TERMINUS, AND OTHER WIRING REQUIREMENTS. SEE BUILDING PLANS FOR LIGHT POLE FOUNDATION. I SEE PHOTOMETRIC PLAN FOR LIGHTS. I I OEXISTING UTILITIES IN EASEMENTS AND RIGHT-OF-WAY TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. OSAWCUT, REMOVE, AND REPLACE THE EXISTING PAVING AND CURB WITHIN THE EXISTING PRIVATE DRIVE TO THE MINIMUM EXTENT NECESSARY FOR PROPOSED UTILITY INSTALLATION. REPLACE/PATCHBACK WITH FULL DEPTH UTILITY AND I "HEAVY DUTY TRAFFIC/DRIVE LANES" ASPHALT SECTION PER THE EASEMENT I GEOTECHNICAL REPORT RECOMMENDATIONS OR MATCHING TO THE EXISTING 3406699) SECTION DEPTH (ASPHALT PLUS BASE COURSE), WHICHEVER IS GREATER. RE: DETAIL SS4 ON SHEET 13. WATER KEYED NOTES I 10 INSTALL 3/4" TAPPING SADDLE AND CORPORATION STOP ON 8" WATER MAIN.DETAIL W28 ON SHEET 13. INSTALL 3/4" TYPE K COPPER DOMESTIC WATER SERVICE; LENGTH AS SHOWN L ON PLAN. RE: DETAIL W8 ON SHEET 12. —E- — �- I 12 INSTALL 3/4" CURB STOP AND OUTSIDE DOMESTIC METER SET. RE: DETAILS W9, W17, AND W38 ON SHEETS 12 AND 13. REFER TO PLUMBING PLANS FOR CONTINUATION OF DOMESTIC SERVICE WITHIN THE BUILDING SPACE. i 5 SANITARY SEWER KEYED NOTES —3 LOPE 20 INSTALL 4-INCH DIAMETER D3034 SDR-35 PVC SANITARY SEWER LINE; LENGTH -_�( - - - — - - --F�_--� - - - _ AND SLOPE SHOWN ON PLAN. RE: DETAIL SS4 ON SHEET 13. INSTALL 4" TWO-WAY CLEANOUT. RE: DETAIL A ON SHEET 13. — — 22 REFER TO PLUMBING PLANS FOR CONTINUATION OF THE DOMESTIC EFFLUENT SERVICE LINE WITHIN THE BUILDING SPACE. FLOWLINE SHOWN ON PLAN AT usrVE UTILITY - - :MENT -- ss- - -- BUILDING INTERFACE. ).3394481) ------------- �� -_ �- -- =- 23 INSTALL 4"X8" TAPPING SADDLE ON EXISTING MAIN. DOWNSTREAM INVERTS - - - - - - - - - - - - - - - ARE UNKNOWN ADJUST INVERT AND SLOPE OF THE SERVICE LINE INV IN(VVtf")=4tf3/.tl4 i II30'EXCLUSIVE ACCESS, 8 INV. 38.11 EWER & WATER EASEMENT AND INV OUT(E8")=4837.64 4 INV. 3.AS NECESSARY — (REC, 3406699) — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 24 INSTALL 4-FOOT ST. VRAIN SANITATION DISTRICT MONITORING MANHOLE. RE: LOT 6 DETAILS 15 AND 16 ON SHEETS 13. OoQa MEADOWS VILLAGE GE MINOR REPLA�1 LOT 8, OAK MEADOWS VILLAGE TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO BASIS BEARINGS BEARINGS ARE BASED ON THE SOUTH LINE OF THE SW 1/4 OF SECTION 6, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN STATE PLANE BEARING OF S89011'26"E. BENCHMARK BM 25 - MARKED "X" ON THE NORTH END OF HEADWALL AT NORTHWEST CORNER OF INTERSECTION OF FIRESTONE BOULEVARD AND COLORADO BOULEVARD. ELEVATION = 4848.265 FEET (NGVD 1929 DATUM) 2 '12 30 O 6 20 40 Scale: 1 " = 20' 1. REFER TO SHEET 2 FOR ADDITIONAL PROJECT GENERAL NOTES. 2. WHEN IT IS NECESSARY TO LOWER OR RAISE WATER LINES AT STORM DRAINS AND OTHER UTILITY CROSSINGS, A MINIMUM CLEARANCE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS SHALL BE MAINTAINED BETWEEN OUTSIDE OF PIPES. 3. COMPACTION OF ALL TRENCHES MUST BE ATTAINED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES STANDARDS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION. THE CONTRACTOR SHALL SUBMIT COMPACTION TEST RESULTS TO THE GOVERNING AUTHORITY IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S CRITERIA. 4. ALL WATER LINES SHALL HAVE A MINIMUM COVER IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. 5. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF UTILITY ENTRANCES. 6. WATERLINES SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. 7. SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. 8. ALL WATER, STORM SEWER, AND SANITARY SEWER MAIN AND SERVICE LINES SHALL BE BEDDED IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. 9. LENGTHS OF PIPE SHOWN ARE THE HORIZONTAL DISTANCE FROM CENTERLINE TO CENTERLINE OF FITTING, BEND, MANHOLE AND/OR INLET THEREFORE, LENGTHS SHOWN ARE APPROXIMATE. 10. CONTRACTOR SHALL INSTALL CORROSION PROTECTION ON FERROUS METAL WATER LINES AND FITTINGS INSTALLED IN CORROSIVE SOILS IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION AND IN ACCORDANCE WITH GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. 11. ALL CONCRETE STRUCTURES AND APPURTENANCES USED IN CONJUNCTION WITH UTILITY INSTALLATION SHALL BE IN ACCORDANCE WITH THE MATERIAL SPECIFICATIONS OF THE GOVERNING AUTHORITY. 12. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE AND PROVIDE SLEEVING OR OTHER IMPROVEMENTS AS NECESSARY FOR UTILITY PENETRATIONS THROUGH THE FOUNDATION WALLS AND SLAB IN ACCORDANCE WITH THE STRUCTURAL PLANS, MEP PLANS, AND APPLICABLE BUILDING AND PLUMBING/UTILITY CODE(S). 13. THE CONTRACTOR SHALL COORDINATE THE EXACT ALIGNMENT, CONNECTION POINT, AND BUILDING ENTRY LOCATION FOR TELEPHONE, DATA, ELECTRIC, CABLE, GAS, AND OTHER DRY UTILITY SERVICES WITH THE UTILITY PROVIDER AND MEP PLANS PRIOR TO CONSTRUCTION, AND INSTALL NECESSARY APPURTENANCES. PRIOR TO CONSTRUCTION - CONTRACTOR TO VERIFY THE EXACT SIZE, ALIGNMENT, AND CONNECTION POINTS WITH THE DRY UTILITY PROVIDERS. THE CONTRACTOR IS RESPONSIBLE FOR ALL PROVISION AND INSTALLATIONS REQUIRED OF ALL DRY UTILITY APPURTENANCES (INCLUDING, BUT NOT LIMITED TO, TRENCHING, CONDUITS, PULL BOXES, ETC.) REQUIRED FOR SERVICE CONNECTION THAT ARE NOT INCLUDED IN THE UTILITY PROVIDER'S SCOPE. ., ., co .- .. ® o N O N o N O N J 0 'g °z o Q 0 ® Z W Z o z O > 00 I� C CO -0 M Co Cu DOOM uj O M d' I® CIOU W M M 0000 O L_ 0 M Cy r O O O r M M QNT u- i® a5 ° �r W 7 E (� o z U O O J N ,COi a� O w N v� Z Z a� •� W (� a� C V U DOLLARVERAL FIRESTONE UTILITY PLAN _71 NAME OF APPLICATION DOLLAR GENERAL FIRESTONE TYPE OF SUBMITTAL FILING NO. PHASE NO. PREPARATION DATE: REVISION DATE: 2020-06-17 REVISION l 4 '' DATE:0 0 I-REVISIO •'' DATE: REVISION I -SHEET 11 OF 23 a. (D z w� J 1- 0 0. U- O 0 M LL �O 0 �Q f- N W Z Q F- O U u,IWW ZCDWZ g00 >0 Lji IL �OU)O ❑ W � WWI=-W W�Z� 0Q❑t.L 0=0w0 Z IIIae r�p3: 00to ®JU)I- m i= U Prepared Under The Direct 0 0 N W 0 W In W J N mo ¢I- Q U) < Q50 U 0 ❑ =-1 0. W < 0�� CO mw CM 2 Q MR A7v6F�.YS�O so . eU 2; 55094 , �S�ONALEN� beh.II CMA 11 E-20-006 CMA 2020-09-09 Checked by: Scale: Horz -=20' CMA Vert.: N/A Sheet No. REPAIR ANY DAMAGE AT HIS EXPENSL. 4631928 09/21/2020 04.04 PM Page 12 of 25 GENERAL NOTESFIRESTONE C 0 L 0 R A D 0 WATER GENERAL NOTES ® WATER 1. AT ALL POINTS OF CONNECTION OF NEW WATER MAINS TO EXISTING MAINS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING AND VERIFYING LOCATION OF THE EXISTING LINES PRIOR TO ANY CONSTRUCTION. 2. EXCEPT IN CASE OF AN EMERGENCY, VALVES ON THE TOWN OF FIRESTONE WATER SYSTEM SHALL BE OPERATED BY OR UNDER THE DIRECTION OF THE APPROPRIATE TOWN PERSONNEL. THE CONTRACTOR SHALL GIVE THE TOWN ENGINEERING STAFF 48 HOURS NOTICE TO ARRANGE FOR OPERATING VALVES. BOTH THE CONTRACTOR AND THE APPROPRIATE TOWN PERSONNEL SHALL BE PRESENT WHEN THE VALVES ARE OPERATED. 3. WATER AND SANITARY SEWER LINES SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET. WHEN A TEN (10) FOOT SEPARATION IS NOT PROVIDED OR WHEN SEWER LINES CROSS WATER LINES WITH LESS THAN ONE AND ONE-HALF (1'/2) FEET OF VERTICAL SEPARATION, SEWER LINE JOINTS SHALL BE CONCRETE ENCASED. FOR PERPENDICULAR CROSSINGS, ENCASED JOINTS SHALL EXTEND TEN (10) FEET, PERPENDICULAR TO THE WATER LINE IN BOTH DIRECTIONS. 4. ALL WATER LINES SHALL HAVE A MINIMUM OF FOUR AND ONE-HALF (4'/2) FEET OF COVER AND BE LOCATED A MINIMUM OF TEN (10) FEET FROM THE SANITARY SEWER AND THREE (3) FEET FROM THE EDGE OF CONCRETE CURB AND GUTTER PAN. 5. CHANGES IN DIRECTION OF WATERLINE PIPE SHALL REQUIRE BENDS IN ALL INSTANCES. AXIAL DEFLECTION AT THE JOINTS SHALL NOT BE ALLOWED. 6. WHEN IT IS NECESSARY TO DEPRESS WATER LINES AT UTILITY CROSSINGS, A MINIMUM CLEARANCE OF ONE AND ONE-HALF (1-1/2) FEET SHALL BE MAINTAINED BETWEEN OUTSIDES OF PIPE. 7. DISTANCES FOR WATER LINES ARE THE HORIZONTAL DISTANCE BETWEEN THE CENTERS OF THE FITTINGS. THEREFORE, DISTANCES SHOWN ON THE PLANS ARE APPROXIMATE AND COULD VARY DUE TO VERTICAL ALIGNMENT AND FITTING DIMENSIONS. 8. ALL WATER LINE VALVES SHALL BE SET ADJACENT TO THE TEE, EXCEPT FOR POINTS THAT FALL IN THE FLOW LINE OF A CONCRETE CROSS PAN. IN WHICH CASE, THE VALVE SHALL BE LOCATED SO THAT SURFACE DRAINAGE DOES NOT INFILTRATE THE VALVE BOX. VALVE BOXES SHALL BE SET AT AN ELEVATION IN ACCORDANCE WITH TOWN PAVING REQUIREMENTS. STANDARDS AND SPECIFICATIONS - 11.1 IV nIll 1/2020 PAGE 1 OF 4 ROPERTY OR %SEMENT LINE LL & MAINTAIN 2 PIT COVER & BOX J" ABOVE ;ENT GROUND R PIT (SEE :OPRIATE METER )ETAIL) NOTES: 1. FOR 5/8-INCH THROUGH 1-INCH SERVICES, USE SADDLE TAP. 2. FOR 1 1/2-INCH AND 2-INCH SERVICES, INSTALL WITH SADDLE TAP AND CORPORATION STOP AT TIME OF CONSTRUCTION . 3. LOCATION OF CURB BOX AND METER PIT SHALL BE ACCORDING TO APPROVED UTILITY DRAWINGS. 4. TOWN'S RESPONSIBILITY FOR MAINTENANCE SHALL BE THE WATER MAIN, CORPORATION STOP, CURB STOP, SERVICE PIPING UP TO AND INCLUDING THE METER PIT. OWNER'S RESPONSIBILITY SHALL BE FROM THE METER PIT TO THE BUILDING. 5. NO COUPLINGS SHALL BE ALLOWED BETWEEN CURB STOP AND METER SETTER. 6. SERVICE SHALL BE TYPE K COPPER FROM CORPORATION STOP TO 5-FEET PAST METER PIT (MINIMUM). FIRESTONEFINAL D"I EVELO" PM ENT PLAN DOLLAR GENERAL LOT I OAK MEADOWS VILLAGE SITUATED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF THE 6TH P.M. TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO SHEET 12 OF 23 GENERAL NOTESFIRESTONE C 0 L 0 R A D 0 WATER 9. ALL WATER MAINS SHALL BE POLYVINYL CHLORIDE (PVC) PRESSURE PIPE UNLESS SPECIFIED OTHERWISE. NOMINAL PVC PIPE SIZES 8- INCH THROUGH 12-INCH SHALL CONFORM TO ALL REQUIREMENTS OF AWWA STANDARD C-900, PRESSURE CLASS 150 (DR18). NOMINAL PVC PIPE SIZES 16-INCH THROUGH 24-INCH SHALL CONFORM TO ALL REQUIREMENTS OF AWWA STANDARD C-905, PRESSURE CLASS 165 (DR25). ALL PVC PIPES SHALL HAVE OUTSIDE DIAMETERS EQUIVALENT TO CAST IRON PIPE. 10. FIRE HYDRANT ASSEMBLY INCLUDES THE FIRE HYDRANT, SIX (6) INCH VALVE, AND SIX (6) INCH PIPE. INSTALLATION SHALL BE IN ACCORDANCE WITH THE TOWN STANDARDS AND SPECIFICATIONS. 11. ALL FITTINGS SHALL BE MADE FROM DUCTILE IRON, FURNISHED WITH MECHANICAL JOINT ENDS OR INTEGRAL RESTRAINED JOINTS, AND SHALL HAVE A PRESSURE RATING OF 350 PSI. 12. POLYETHYLENE WRAPPING SHALL BE INSTALLED AROUND ALL DUCTILE IRON PIPES, FITTINGS, VALVES, FIRE HYDRANT BARRELS AND ROD AND CLAMPS. THE POLYETHYLENE SHALL HAVE A MINIMUM THICKNESS OF EIGHT (8) MILS, IN ACCORDANCE WITH AWWA STANDARD C-105. 13. ALL WATER LINE PIPE SHALL BE PROVIDED WITH A MINIMUM GAGE SIZE OF 12 SINGLE STRAND INSULATED COPPER WIRE. SPLICES IN TRACER WIRE SHALL BE CAPPED IN WATER PROOF GEL CAP TYPE CONNECTORS SUITED FOR DIRECT BURY APPLICATION (3M TYPE DBY- 6 LOW VOLTAGE OR EQUAL). WIRE SHALL BE ATTACHED TO TOP OF WATER LINE WITH 2-INCH WIDE PVC TAPE @ 5-FT INTERVALS ALONG PIPE. TRACER WIRE SHALL EXTEND TO THE SURFACE AND BE COILED IN A LOCATE BOX AT THE BACKSIDE OF EITHER EACH FIRE HYDRANT OR VALVE. UNDER THE SUPERVISION OF TOWN ENGINEERING STAFF, TEST SHALL BE MADE BY THE CONTRACTOR @ THE COMPLETION OF CONSTRUCTION TO INSURE THAT THE TRACER WIRES CARRY A CONTINUOUS CURRENT BETWEEN ALL ACCESS POINTS. `14. '1TARI!IRG TAPE SMALL BE_-M, STALLED 12" MINIMUM ARD 18" MAXIMUM A,BOVE • . . 15. BEDDING MATERIAL SHALL CONFORM TO TOWN STANDARDS AND SPECIFICATIONS. 16. VALVES SHALL OPEN COUNTER CLOCKWISE. VALVES 12-INCH AND SMALLER SHALL BE RESILIENT SEAT GATE VALVES. LARGER VALVES SHALL BE BUTTERFLY VALVES. 17. VALVE BOXES SHALL BE RAISED TO ONE-FOURTH (1/4) INCH BELOW GRADE AFTER COMPLETION OF SURFACE PAVING OR FINAL GRADING. STANDARDS AND SPECIFICATIONS 71 0. 5' (--- SIDEWALK STANDARD CURB BOX WITH STATIONARY ROD FOR VALVE OPERATION METER SIZE LAYING LENGTH (A) 5/8"x 3/4" 7-1/2" 1" 10-3/4" 18"- 20" m 2.0% MIN. 112020 PAGE 2 OF 4 ALUMINUM RECESSED LID WITH "METER" STAMPED ON TOP, WORM LOCK AND SET 4" ABOVE FINISHED GROUND 2.07. MI_ N71 CAST IRON FROST PROOF METER PIT COVER -A INSTALL LOCKING VALVE FOR METER REPAIRS AND MAINTENANCE COMPRESSION TYPE CONNECTION TO HOUSE_ CURB STOP (" --- 20" MIN. INSIDE ---I 6 LAYER OF � GRAVEL NOTES: 1. METER PIT AND CURB STOP ARE NOT TO BE INSTALLED IN ANY STREET, ALLEY, DRIVEWAY, SIDEWALK, OR PARKING AREA. METER PIT MUST BE INSTALLED IN LANDSCAPED AREA. 2. NO SHRUBS, BOULDERS, RETAINING WALLS, CONCRETE, PAVERS OR OTHER LANDSCAPING FEATURES SHALL BE INSTALLED WITHIN 5' OF THE METER PIT. NO TREES SHALL BE INSTALLED WITHIN 10, OF THE METER PIT. IF LANDSCAPING CHANGES THE GRADE AROUND THE METER PIT THE OWNER SHALL BE REQUIRED TO ADJUST THE METER PIT COVER TO BE 1/2" ABOVE THE FINISHED GRADE AND ENSURE POSITIVE DRAINAGE AWAY FROM THE METER PIT IN ALL DIRECTIONS. 3. THE TOWN SHALL PROVIDE THE METER, SETTER AND PIT. NOTIFY THE PUBLIC WORKS DEPARTMENT ONE WEEK IN ADVANCE OF INSTALLATION SO THAT THE UNITS CAN BE ORDERED IF THERE ARE NONE IN STOCK. THE TOWN SHALL INSTALL THE METER. 4. RESIDENTIAL METER PITS SHOULD BE INSTALLED DURING CONSTRUCTION OF THE HOME TO ENSURE PROPER LOCATION AND PREVENT DAMAGE DURING THE TIME THE INFRASTRUCTURE IS BEING COMPLETED AND THE HOME IS BUILT. 5. METER PITS FOR COMMERCIAL BUILDINGS OR OTHER APPLICATIONS REQUIRING LARGER METERS WILL BE OF A SIMILAR DESIGN. DETAILS FOR LARGER METERS SHALL BE DISCUSSED ON A CASE BY CASE BASIS WITH THE TOWN BEFORE INSTALLATION. 6. EXTENSIONS AND OFF GRADE EXTENSIONS SHALL BE INSERTED BETWEEN THE DOME AND TOP RING TO PUT LID TO GRADE. 7. NO CONNECTIONS OR CHANGES IN PIPE DIAMETER SHALL BE MADE IN THE METER PIT OR IN THE DISTANCE OF FIVE FEET BEYOND THE METER PIT WALL ON THE OUTLET SIDE. 8. LAWN SPRINKLER CONNECTIONS SHALL BE A MINIMUM OF FIVE FEET FROM THE METER PIT WALL ON THE OUTLET SIDE. 9. ANY VARIATION OR DEVIATION FROM THIS STANDARD REQUIRES APPROVAL PRIOR TO INSTALLATION FROM THE TOWN ENGINEER. GENERAL NOTESFIRESTONE (' O L 0 RA D 0 WATER VALVE BOXES IN NON -PAVED AREAS SHALL HAVE A CONCRETE COLLAR AROUND THE VALVE LID IN ACCORDANCE WITH THE DETAIL. 18. ALL SERVICE LINE TAPS SHALL HAVE DOUBLE STRAP BRASS TAPPING SADDLES. (ROMAC 202E OR APPROVED EQUAL). 19. ALL RESIDENTIAL WATER TAPS SHALL BE FIVE -EIGHTS (5/8) INCH OR AS REQUIRED BY THE CURRENT BUILDING CODE. 20. ALL WATER SERVICE LATERALS SHALL EXTEND FIVE (5) FEET BEYOND RIGHT OF WAY OR UTILITY EASEMENTS, WHICHEVER IS GREATER. THE ENDS SHALL BE MARKED BY A BLUE PAINTED WOOD POST UNTIL CURB AND GUTTER IS IN PLACE. WHEN CURB AND GUTTER IS IN PLACE THE LATERALS SHALL BE MARKED ON THE CONCRETE CURB FACE WITH A "V" or "W". 21. CONCRETE THRUST BLOCKS AND/OrrR MEGA -LUG" MECHANICAL RESTRAINTS ARE REQUIRED AT ALL MECHANICAL FITTINGS. THRUST BLOCKS MAY NOT BE REQUIRED IF PIPE RESTRAINT IS PROVIDED IN ACCORDANCE WITH RESTRAINED PIPE DETAIL. 22. NO WORK SHALL BE BACKFILLED (INCLUDING BEDDING MATERIAL ABOVE THE SPRING LINE OF THE PIPE) UNTIL THE CONSTRUCTION HAS BEEN INSPECTED AND APPROVED FOR BACKFILLING BY TOWN ENGINEERING STAFF. 23. ONLY ONE CONNECTION TO THE EXISTING WATER DISTRIBUTION SYSTEM SHALL BE MADE UNTIL ALL HYDROSTATIC TESTING, CHLORINATION AND FLUSHING HAS BEEN COMPLETED. 24. DISINFECTION AND HYDROSTATIC TESTING SHALL BE DONE IN THE PRESENCE OF A TOWN ENGINEERING STAFF. CONTACT THE TOWN ENGINEERING DIVISION FORTY-EIGHT (48) HOURS PRIOR TO DISINFECTING AND/OR TESTING. 25. DISINFECTION AND FLUSHING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE COLORADO DEPARTMENT OF HEALTH AND THE PROCEDURE SET FORTH IN AWWA C651, "STANDARD FOR DISINFECTING WATER MAINS". THE CHLORINATION OF THE WATER LINE SHALL BE PERFORMED PRIOR TO THE HYDROSTATIC TESTING. ALL VALVES, FIRE HYDRANTS AND OTHER APPURTANCES SHALL BE OPERATED WHILE PIPELINE IS FILLED WITH THE CHLORINATING AGENT TO INSURE THAT HIGH CHLORINE CONTACT IS MADE WITH ALL INTERNAL SURFACES. 26. TWO TWENTY-FOUR (24) HOUR BACTERIOLOGICAL TESTS, FROM MULTIPLE POINTS TO BE DETERMINED BY THE TOWN ENGINEER, FOR TOTAL COLI-FORM BACTERIA SHALL BE PERFORMED BY THE TOWN A STANDARDS AND SPECIFICATIONS 1/2020 PAGE 3 OF 4 T nncr I PLAN VIEW NOTE: ALL METER PITS AND CURB STOPS SHALL BE PROTECTED AT THE TIME OF INSTALLATION WITH A MINIMUM OF 3-T POSTS AND ORANGE SAFETY FENCE. THE T-POSTS AND SAFETY FENCE SHALL REMAIN IN PLACE AND IN GOOD CONDITION UNTIL THE LANDSCAPING IS INSTALLED. METER PIT AND CURB STOP PROTECTION BY: ME DRAWING: BY: ME DRAWING: BY: ME DRAWING: WATER CONSTRUCTION WATER CONSTRUCTION WATER CONSTRUCTION SCALE: NTS SCALE: NTS SCALE: NTS FIRESTONE DRAWINGS DRAWINGS DRAWINGS C 0 L 0 R A D 0 DATE: 112020 1 C 0 L 0 R A D 0 DATE: 112020 C 0 L 0 R A D 0 DATE: 1 2020 GENERAL NOTESFIRESTONE C 0 L 0 R A D 0 WATER MINIMUM OF 24 HOURS APART. IF EITHER OF THESE TESTS FAIL, THE LINE SHALL BE RE -CHLORINATED, RE -FLUSHED AND THEN RETESTED. THE DEVELOPER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE TOWN FOR ALL COSTS ASSOCIATED WITH THE WATER QUALITY TESTING. 27. ALL WATER LINES SHALL BE HYDROSTATIC TESTED. PRESSURE AND LEAKAGE TESTS SHALL BE CONDUCTED ACCORDING TO THE APPLICABLE SECTIONS OF AWWA C600/605 TO A MINIMUM PRESSURE OF ONE HUNDRED AND FIFTY (150) POUNDS PER SQUARE (PSI) INCH AT THE LOW POINT OF THE SECTION BEING TESTED FOR THE DURATION OF TWO (2) HOURS. THE MAXIMUM LENGTH OF LINE TO BE TESTED SHALL BE ONE THOUSAND (1,000) FEET. ALL JOINTS IN CONNECTIONS ARE TO BE WATERTIGHT WITHIN TOLERANCES ALLOWED BY THE SPECIFICATIONS IN AWWA C600/605. ANY LEAKAGE THAT IS DISCOVERED BY OBSERVATION OR TESTS SHALL BE LOCATED AND MADE WATERTIGHT BY THE CONTRACTOR. PRESSURE AND LEAKAGE TESTS SHALL NOT BE CONDUCTED UNTIL THE LINE HAS PASSED ALL REQUIRED DISINFECTION TESTS. 28. INITIAL ACCEPTANCE OF THE NEW WATER LINES ARE CONTINGENT UPON RECEIVING COPIES OF: A. WATER TRENCH COMPACTION TEST RESULTS B. HYDRO STATIC TESTING OF 100% OF THE SYSTEM C. HEALTH DEPARTMENT TESTS. (CHLORINE AND/OR CLEAR WATER AS REQUIRED) 29. ALL METER PITS AND CURB STOPS SHALL BE PROTECTED AT THE TIME OF INSTALLATION WITH A MINIMUM OF THREE (3) T-POSTS AND ORANGE SAFETY FENCE. THE T-POST AND SAFETY FENCE SHALL REMAIN IN PLACE AND IN GOOD CONDITION UNTIL THE LANDSCAPING IS INSTALLED. 30. ALL WATER VAULTS SHALL BE WATER TIGHT. CONTRACTOR SHALL SEAL VAULTS TO ENSURE SURFACE WATER DOES NOT INFILTRATE INTO THE VAULTS. VAULT LIDS SHALL BE PLACED TO ENSURE THAT SURFACE WATER DOES NOT FLOW INTO THE VAULTS. STANDARDS AND SPECIFICATIONS 1/2020 PAGE 4 OF 4 DOLLAR GENERAL FIRESTONE UTILITY DETAILS NAME OF APPLICATION DOLLAR GENERAL FIRESTONE TYPE OF . - • 1 PREPARATION !♦2020-04-21 REVISION !A2020-06-17 REVISION1 1 4 REVISION DATE: 2020-08-31 REVISION DATE: SHEET 12 OF 5; 0 0 ' ®" ono U•UU, vi P T ®e r p 1 ®��N 5, UoI® ® L 00 t- m a aQ�'rn W N N N N ® N N N N J Q J O C o ® ? c4 Z Q 00 0) U) O Ln C0 M Co M > L- CD 00 M W O M d' I® ® �r1-N Cl) M M F, LIJ M M M 00 ® L_ cyi cyi :3 M M r Q IL LL I® dcc �o rn, W a) > U E n O � o V z O O J cOi N ID cc a� oW c� z .� z (II J C V U l a �O Z W J I=- O (L LL J O F- tJ M F_ O jL ID ®I _jO ® Q C N W N U) H ® �_ �U) Z � W WOO III ®n >t W _100 U W°Oo W> a Q o ®WZW uj V-��Z �OU)O LIJU)`tu) WWI=-W 0) � LLJ Z _ _j W J or W �OLL LuO Z WOEa ®~�0 Q Z MW� ®2Cf)O cam')!�--Q m � 1= 0 Prepared Under The Direct Supervision Of: 0 AN , S� gU 2; 55094 FSS/ONALENG\� For and on behalf of Engineering Service Company Designed by: Engineering No.: CMA E-20-006 Drawn by: Date: CMA 2020-09-01 Checked by: Scale: Horz.: N/A CMA Vert.: N/A Sheet No.: 12 OF 23 4831028 00/21/202004-04PM Page 13Of25 DOUBLE ! SECTION A -A IWO NOTE: scnvICc TAP - WATER scnvmc TAP SHALL BE wAos AT EITHER THE u O'CLOCK OR THE 10 o'cLonx pnsmnw ON THE mnoowpsnswoc or A w^Tsn wmw. THE w|N|wuw DISTANCE BETWEEN x TAP wAoc AT THE o o'ouoox Poamow AND THE ONE wxoc A THE 10 o'oLoon pnoTmw nHxu as 18^ wsxSuRsn Auzwo THE PIPE. THE u|w|wuw D|sTxwos ecnwscw suoocss|vs n^ps wAoc cnxcn AT THE u o'ouonK OR THE 10 o'nuonx pnsmow snAu BE J'. THE w|w|wuw maTAwos FROM c|Tncn THE ocu OR nP|o0T [ND OF * p|ps TO TAP SHALL BE 2' * wxx|mow OF * vwTcn scRv|os n^Ps SHALL BE x/LoWso PER LcwoT* or p|rc. 000eLs sTnxp sxnoLc (nowxo 202e OR Appnovco c0uAU sxxu BE USED FOR ALL scnv|oc TAPS. DOMESTIC WATER TAPPING DETAIL WATER CONSTRUCTION BY: JME DRAWING: FIRESTONE DRAWINGS SCALE: NTS W28 SEE DETAIL ST8 FOR ASPHALT PATCH COMPACTED BACKFILL WARNING TAPE WILL BE INSTALLED 12" ABOVE PIPE MIN AND 18" MAX LIMITS OF BEDDING DETERMINED BY SAINT VRAIN SANITATION DISTRICT 0 OBTAIN STABILIZATION STABLIZATION 1. COMPACTION SHALL BE AS FOLLOWS: PIPE ZONE BEDDING 6^ UNDER AND 12^ OVER PIPE WILL REQUIRE 90% S.P.D. TRENCH ZONE ABOVE BEDDING MATERIALS, FULL TRENCH SECTION IN ROADWAY OR STREETR.(l0L LIMITS WILL REQUIRE 95% S.P.D. TRENCH ZONE ABOVE BEDDING MATER|ALs, OUTSIDE OF STREET R.O.W. WILL REQUIRE SO% S.P.D. o. TRENCH To BE onAosn on snscTco As wcossaARY FOR THE SAFETY OF THE WORKMEN AND PnoTsnTmw OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE L0CAL, STATE AND FEDERAL SAFETY REGULATIONS. 3. TRENCH WIDTH SHALL NOT BE MORE THAN 24^ NOR LESS THAN 12^ WIDER THAN THE LARGEST OUTSIDE DIAMETER OF THE PIPE. FIRESTONE SANITARY SEWER CONSTRUCTION DRAWINGS SCALE: NTS DATEl12O DRAWING: ���������m� ��0��|IR@ DEVELOPMENT PLAN � ��| ���8����u��� � ��� ��N�~0�� ���N�Y B�~��� � �� 0�� � �~�� ~~�~ ~~�~�~� ~�~~�~~=~� ~~~==°� ° � =�� =�� DOLLAR ���� � � �� GENERAL �0����������� ����0����� ���=0�������0 FIRESTONE ��~�~=�.==° ��`^ -��===�����`^� �== � ""���`�, � `��"�== Q u����' �� m���� ��� 0��|���� ��. ��Q� ���� � ��u���� N �� 0 �� � ������ N����J��� �� ������w� ���� � ��k��|�� =�°`�, = ��, `��= �"~~ "�°��� °=='"������ �� �=�=�= �,��==� SITUATED IN THE SW 1/4 OF SECTION 6 T.2»J,' R.67UV. OF THE 6TA P.M. TOWN OF FIRESTONE' COUNTY OF WELD, STATE OF CO| OR8DM SHEET ^��� ���� a�w� ��������� ��� ���� ���� ~=~� �==.=� ° = �� `��= ���� GENERAL METER NOTES FIRESTONE GENERAL NOTES CO LO lilt DO SANITARY SEWER 1. LOCATION OF THE METER TO BE ESTABLISHED BY THE DEVELOPMENT ENGINEER. c. ALL scmwos MUST BE INSPECTED BY THE nssmon PROJECT REPRESENTATIVE. GENERAL NOTES-SANUTARY SEWER 3|F THE STREET OR GROUND |S NOT T0 OFFICIAL GRADE 4J THE ��E 0F INSTALLATION 0F THE METER, THE ' ' 1 TOWN OFFIRESTONE SEWER SERVICE |GUNDER THE JURISDICTION OWNER MUST RAISE OR LOWER THE METER VAULT WHEN THE FINAL GRADE IS ESTABLISHED. . O� THE ST� VRA|N SANITATION DISTRICT (SVGD\� ALL SANITARY � � 4 LEADED JOINTS AND GALVANIZED PIPING SHALL NOT 8E ALLOWED INSIDE THE METER VAULTS � � SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH SVSD o. A BYPASS IS To BE INSTALLED ON 1-1/2" AND LARGER METERS UNLESS OTHERWISE sPso|nsD. STANDARDS AND CRITERIA IN ADDITION TO THE T{}VVN STANDARDS AND SPECIFICATIONS. 0. THE SERVICE LINE THROUGH AND ON BOTH SIDES OF THE METER PIT MUST BE OF THE SAME MATERIAL. 7. NO CONNECTIONS SHALL BE MADE IN THE METER PIT. SPRINKLER CONNECTIONS MUST HE MADE MORE THAN 3. M|N|K4UK8 VERTICAL SEPARATIONS BETWEEN ALL UTILITY PIPES FIVE (5) FEET FROM THE METER PIT ON THE DOWNSTREAM SIDE. SHALL BE EIGHTEEN (18} INCHES. IF VERTICAL SEPARATIONS ARE 8. o/ns VALVES: LESS THAN EIGHTEEN (18) INCHES, THE UTILITY PIPES SHALL BE REINFORCED AND PROTECTED AS REQUIRED BY CURRENT TOWN A. ALL GATE VALVES UNDER 3.FOR USE W/C0PPER PIPE SHALL BE ALL BRONZE, �/ NON -RISING STEMS STANDARD SPECIFICATIONS. AND SOLID WEDGE DISC, MANUFACTURED IN ACCORDANCE WITH A.3.T.M. SPEC. 862 AND FEDERAL SPEC. W.W.-Y-54 CLASS A. 125PS| W.S.P., 20VP3| W.O.G. OR CURB STOPS IN ACCORDANCE WITH AWwA COOO AND W5-23 OF THE MATERIAL SPECIFICATIONS. 3. WATER AND SANITARY SEWER LINES SHALL HAVE A M|N|K8UK4 B. ALL GATE VALVES 3" AND LARGER SHALL CONFORM WITH THE TOWN OF F|REST0NE'3 STANDARD HORIZONTAL SEPARATION OF TEN (10) FEET. WHEN ATEN /10\ F[}[]T SPECIFICATIONS. SEPARATION IS NOT PROVIDED DR WHEN SEWER LINES CRC)G8 9. ALL DRESSER (OR W=Pxovso EQUAL) COUPLINGS SHALL HAVE THE PIPE STOP ncwuvcD� LINES WITH LESS THAN (]N� AND ONE-HALF /1��) FEET OFN�S - ` ' VERTICAL SEPARAT|C)N, SEWER LINE JOINTS SHALL BE CONCRETE ENCASED. FOR PERPENDICULAR CROSS|NGG, ENCASED JOINTS SHALL EXTEND TEN /10\ FEET. PERPENDICULAR TO THE WATER LINE � |NBOTH DIRECTIONS. 4. ALL SANITARY SEWER SERVICES AND WATER SERVICES ARE TOBE TEN /1O\FEET APART. 5. SERVICE LATERALS SHALL EXTEND FIVE /5\FEET BEYOND RIGHTS C}F WAY OR UTILITY EAGEK4ENT8, WHICHEVER |8GREATER. THE ENDS SHALL BE MARKED BYAGREEN PAINTED VV{JOD POST UNTIL CURB AND GUTTER |8|NPLACE. WHEN CURB AND GUTTER |8|NPLACE THE LATERALS SHALL BEMARKED ONTHE CONCRETE CURB FACE WITH 8. BEDDING MATERIAL SHALL CONFORM TO 8V8D AND TOWN STANDARDS AND SPECIFICATIONS. 7. WARNING TAPE SHALL BEINSTALLED 12^MINIMUM AND 18^MAXIMUM ABOVE SEWER PIPE. 8. PRECAST CONCRETE MANHOLE SECTIONS SHALL BE|NACCORDANCE WITH ASTMC478. CAST IRON RING AND COVER SHALL CONFORM TO 9. MANHOLES SHALL BE A MINIMUM FOUR (4) FOOT DIAMETER AND WATER METER NOTES _j CONSTRUCTED PER THE STANDARDS AND SPECIFICATIONS. BY: JME DRAWING: WATER CONSTRUCTION - FIRESTONE DRAWINGS SCALE: NTS W38 STANDARDS AND SPECIFICATIONS 1/2020 PAGE 1 OF 2 ST. VRAIN SANITATION DISTRICT MONITORING MANHOLE ONCRETE SURROUND IN STREET IN OPEN FIELD CLEAN SURFACE 26" DIA. MANHOLE RING & COVER 'to BE SET 1/4" to 1/2" BELOW FINISHED ASPHALT VAVEMENT. ALL COVERS MUST BE LIFT SOCKET- swic. CONCRETE 5' RING- GROUND LINE, PAVEMENT-- 6" BELOW COVER ECCENTRIC MANflOLE SECTION SEE DETAIL EACH SECTION SET W[TH TNO ROUNDS CONTINUOUS CONCRETE OR CAST IRON GRADE RINGS MASTIC CONCRETE SEALANT. (4"MIN. 12" MAX.) TO GRADE AS REQUIRED, EPDXY SEALED INSIDE, MASTIC SEAL BETWEEN. NO GROUT. COMPACT BACKFILL TO MIN. 95% STANDARD PRO PER AASHTO 9 ---DECO 20 OR EQUAL DAMP PROOFING 12" LIFTS MAX. wwf reinforcement MEETS ASTM C-478 AND LADDER STRAIGHT VERTICAL ALIGNMENT WITH MANHOLE PRECAST CONCRETE WATERSTOP GASKET ------ HAND PLACED MANHOLE SECTIONS 5" THICK MIN FOR 48 " MH AROUND PIPES (TYP) -SHAPED CONCRETE AND 6" THICK MIN. FOR GREATE� THAN 48" MH INLET PIPE----- OUTLET PIPE PRECAST 1. MANHOLES SHALL BE SEALED WATERTIGHT. NO GROUT ALLOWED EXCEPT AT PIPE PENETRATIONS, MANHOLE EXTERIORS SHALL BE DAMP -PROOFED. 2. DROP THROUGH MANHOLE TO BE EQUAL TO SLOPE OF SURROUNDING PIPE. FOR FLUME INSTALLATIONS, FLUME MUST BE SET LEVEL. 3. MONITORING MANHOLE TO BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY, ON DISCHARGER'S PROPERTY. THE MANHOLE MUST BE SAFELY AND INDEPENDENTLY ACCESSIBLE FOR DISTRICT USE AT ALL TIMES. 4. FOR MANHOLE DEPTHS LESS THAN FOUR (4) FEET FROM RIM TO TOP OF BENCH, VERTICAL MANHOLE BARRELS OR MINIMUM 30-INCH BY 30-INCH PRECAST BOX WITH PRECAST FLAT TOP SECTONS ARE REQUIRED, 5. DESIGN AND LOCATION OF MONITORING MANHOLE SUBJECT TO DISTRICT APPROVAL. 6. THERE SHALL NOT BE ANY BENDS, DROP MANHOLES FLOW JUNCTIONS, CHANGES IN PIPE DIAMETER, ETC., Detail Number: WITHIN 25 PIPE DIAMETERS UPSTREAM OR DOWNSTREAM OF THE MANHOLE. 15 REVISED: 1/2017 ST. VRAIN SANITATION DISTRICT MONITORING MANHOLE DETAIL TOP VIEW DIAGRAMS CORRECT INSTALLATION 5 PIPE DIAMETERS MINIMUM- -- NO SCALE/PICTORIAL ONLY DIMENSION FLOW FLOW VARIES THERE SHALL NOT BE ANY BENDS, DROP MANHOLE FLOW JUNCTIONS, CHANGES IN PIPE DIAMETER, ETC., WITHIN 25 PIPE DIAMETERS UPSTREAM OR DIAGRAM "A" DOWNSTREAM OF THE MANHOLE INCORRECT INSTALLATION DIAGRAM "B" NO SCALE/PICTORIAL ONLY F�LOW_ FLOW DIAGRAM 4�j DIAGRAM "D" OW FLOW 1. DIAGRAM "A" IS COMPATIBLE FOR THE INSTALLATION OF A FLOWMETER OR FLUME IN THE INVERT. Detail Number: 2. DIAGRAMS "B", "C", "D" ARE NOT SUITABLE FOR THE INSTALLATION OF A FLOW MEASURING DEVICE DUE TO THE LOCATION OF THE SIDE SEWERS OR A BEND IN THE INVERT CHANNEL. t REVISED: 1/2017 GENERAL NOTESFIRESTONE COLORADO SANITARY SEWER 10. MANHOLE R|K4G SHALL BE SET ATAN ELEVATION RELATIVE TO THE PAVEMENT, IN ACCORDANCE WITH THE TOWN STANDARDS. WHETHER THE MANHOLE IS AT PAVED OR UNPAVED GHADE, A M|N|K8UK3 OF ONE (1) AND A MAXIMUM OF FOUR (4) CONCRETE RINGS SHALL BE USED TC}ADJUST THE R|W1 ELEVATION TO FINAL GRADE THE K4AX|K4UK4 ACCEPTABLE VERTICAL ADJUSTMENT UTILIZING CONCRETE RINGS |SEIGHTEEN /1G\INCHES. PROVIDE C1FRAME & LID, _____ NEENAHR-7514WITH �" CAST |NLID, ORAPPROVED SUBSTITUTION REPAIR /REPLACE EXISTING PAVEMENT IF NEEDED \ PROVIDE EXPANSION JOINT MATERIAL WHEN PLACING PAD |NPAVEMENT {y'CLEANOUTADAPTER FITTING WITH THREADED PLUG 8"PVC R| 1.0'KA|N J-.���'�.�.��.���� 4"THICK, 18"WIDE CONCRETE CRADLE PIPE SUPPORT 1248AYCLEAN-OUTS ARE TYPICALLY INSTALLED 2.0'T05.[/JUSTOUTSIDE THE BUILDING SERVED, OR, JUST BEYOND APORCH DRPATIO. COORDINATE LOCATION WITH INSPECTOR PRIOR TOINSTALLATION. 2. AG|NGUE. TVVO-VVAY, CLEAN -]UT FITTING, IF AVAILABLE, MAY BESUBSTITUTED WITH APPROVAL FROM ENGINEER AND LOCAL AUTDHDR|T|E@. TWO WAY CLEAN OUT A NOT TO SCALE i<D DOLLAR- G_E_N_ERAL FIRESTONE UTILITY DETAILS NAME OF APPLICATION DOLLAR GENERAL FIRESTONE TYPE OF SUB-MITTAL PREPARATION DATE: 2020-04-21 2020-07-24 REVISION DATE: =1 We 11 REVISION DATE: SHEET 13 OF 23; § F0 0 oo - 00_'�- Ott 0 00 00 lot- Pfepared Under The Direct Supervision Of: 55094 Designed by: Engineering No.: Drawn by: Date: Checked by: ,Scale: Sheet No.: 4631928 09/21/2020 04.04 PM Page 14 of 25 I. nc. FINAL DEVELOPMENT PLAN DOLLAR GENERAL FIRESTONE LOT 9 OAK MEADOWS VILLAGE SITUATED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF THE 6TH P.M. TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO SHEET 14 OF 23 R EAR ELEVATION FRONT ELEVATION 3/16" = 1'-0" _ C_olor Samples — NOT TO SCALE fi • _111111111i Will 001 l 0 OLLAR GENERAL FIRESTONE la"ll 1 REVISION 1 1 1 • i REVISION DATE: 1 1 1 REVISION DATE: REVISION DATE: .jQ C6 N W w h �ws- J fN W m O Q O ul U) Q in L�dow U �rxwQ w0R �MF� �Q o O t; O ® N N N J J � � 0 m 2 Q O uj p z ti ll 0 Z a, E c� o O U Q 00 a) to O .0 > N W w O M d 0 c 7 w f0 N M cl m Oo C M M M M � c Q a> a u. Ch a: 0 r w N V •rram^^ N vJ � 'i Z Q O� W rr^�^ vJ Z ^G LL 0 z w� Q �O a LL J O0 2 �O 0 Q > N U) w z O L: it- p O U zo�LL5 �n 400 > :it U Lu 0 wU)0 Qw W ~ � zw QLL 0w0 J F- OpF-O Gt - Fn F- CMA, JB, JP 2020-04-21 Engineering No.: 11 Scale: N.A. E-20-006 Sheet No.: 4631928 09/21/2020 04.04 PM Page 15 of 25 n. LL METAL FLASHING TO MATCH STUCCO TRIM rl f", I rN n STUCCO TRIM STUCCO WALL STONE VENEEF .11 PIC,'WT 3/16" = l'-O" METAL FLASHING TO MATCH STUCCO UCCO TRIM STUCCO TRIM STUCCO WALL STONE VENEEF LEFT ELEVATION 3/16" = l'-O" CONCEPT: STONE VENEER 3'� — Exterior Concept Images 12" = V-0" CONCEPT: SHUTTERS FINAL DEVELOPMENT PLAN DOLLAR GENERAL FIRESTONE LOT 8, OAK MEADOWS VILLAGE SITUATED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF THE 6TH P.M. TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO SHEET 15 OF 23 CONCEPT: AWNINGS & CANOPY CONCEPT: AWNINGS & CANOPY EXTERIOR LIGHT FIXTURE SCHEDULE TYPE MANUFACTURER PART# DESCRIPTION WATTS LOCATION (2), MOUNTED TO UNDERSIDE OF Al US LED LTR2-1 -UNV-50-15-6R-C-WH 6" LED DOWN LIGHT 15 CANOPY IN FRONT FOR ENTRY VESTIBULE G US LED QF4-1 -UNVL-5-50-150 QUBEFLOOD4 LIGHT W/ WALL MOUNT WALL MOUNTED AT 1 l'-6" A.F.F., PLATE 140 CENTERED BETWEEN EVERY OTHER US-WMP-BZ PILASTER, SIDE & REAR WALLS LSI RD200-200-INC-GPT ABOLITE LED STANDARD DOME 300 WALL MOUNTED, CENTERED ON LIGHT, ON GOOSNECK ARM PILASTERS, FRONT WALL ONLY QF4-1 -UNVL-5-50-150 S US LED (2) QUBEFLOOD4 LIGHT ON 24- POLE 280 MOUNTED ON LIGHT POLES IN US-SSSA-24-5050-11 PARKING LOT EXTERIOR FINISHES OPTION 1 OPTION 2 z U) z i x Lu 1� Cl) r� lu m Lu U) :2 Lu < Zi ca u) Lu 2 Lu < y cc co w Lu Er z u ED 0 z m w m uj Lu < w cc cc 0 w w z 0 z W Q > LU - Fm Z U) z cc < w z wo 2 �i U) (Z-) z N m w 2 D uJ < ..a Z U) Z z U) 0 z �> > cc ca § 2 cc 2 z - LLJ m Z:) W f- z N z 0 0 ' ' -j Ir DE 0 w 0 Cr Lli DE Lu 't 0 0 z 0 § < w z fr 0 cc cc z F- > :3 — 0 Cc uj 0 W�m w 0 0 0 LL co 3 w 2 in 1 cc (0 4-t ca Cc ca G T -j co 0 m U) U) S < to Cc GUTTERS DOWNSPOUTS PARAPET FLASHING TRIM, RECEIVING & EMERGENCY EXIT DOORS (EXTERIOR OF DOORS TO BE PAINTED, REFER TO DOOR SCHEDULE) STONE VENEER FLAT METAL SOFFIT AROUND PERIMETER AT PARAPET OVERHANG EIFS BUILDING & PARAPET WALL SHUTTERS, CANOPY, + AWNINGS STOREFRONT SYSTEM STANDING SEAM METAL ROOF PANELS LINEAR PANELS (INTERIOR SALES AND RECEIVING FLOORS) DOLLAR GENERAL FIRESTONE ARCHITECTURAL ELEVATIONS NAME OF APPLICATION DOLLAR GENERAL FIRESTONE TYPE OF SUBMITTAL FILING NO. PHASE NO. PREPARATION DATE: 2020-04-21 REVISION DATE: J 2020-06-17 REVISION DATE: 12020-07-24 REVISION DATE: REVISION DATE: SHEET 15 OF 23 0 24a - 0 Q z Q) E 0 0 > 00 a) 0 .2 0 2- m 2 m > �O Lu 0 CY) 00 (y) ';t 0 co w M C! C! CY) 0) 0 (y) c) CY) (y) 0) 0- LL Ch cc 0 2 > w •V) w w 2 "" to Z' " w U 2— w 2 W 0 W LQ U na z w r 0 0- -1 00 z W LL M 0 0. w 0 -j w z WC\J U) w z z 0 — LL D F- n 0 — Fm z w 0 W W;).- z U) r- -05 z 0 u 10 0U- D 5;� 8 10 MEN U) LJL 3� �: zw 0 U) 0 -1 g 0 w i- > W I-- W z Z w U LLJ LL LL W j 0 0 cci � z Iq W _3 �- p 3: 00 �-o 0 -1 (1) 1-- MA, JB, JP 11 2020-04-21 gineering No.: Scale:N.A. E-20-006 eet No.: 15 OF 23 4631928 09/21/2020 04.04 PM Page 16 of 25 I Existing Monument Sign Existing Plantil gs I 0) W L 0 TRACT 'IT, jgWFENCLOSURE — — — OAS( MEADOWS P.U.D.RUNG � LOT 8, OAK MEADOWS VILLAGE SITUATED IN THE SW 1/4 OF SECTION • • • • • • ,. • •-AD• SHEET 16 OF 23 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -i ACCESS, UTILITY AND DRAINAGE EASEMENT (AS DEPICTED ON THE PLAT OF OAK ---MEADOWS VILLAGE. NOT CONTAINED IN THE I - I --- -- -------� 5' GASLINE EASEMENT (REC. NO. 2980320) I � I -ACCESS, UTILIT 'AND I DRAINAGE EASEMENT_—, (REC. NO. 3406699) �� ------ -- -- - - --- ----------------------- ------ - — —E --- 35-PDG ---------- 4 - BPJ -- --------- -------- -- ' I I ' W I � I hL ' I I ' \ I ' I I i r---` W '7-ODG i 1 co I ,i 3 I CO I I I 4845 O s 0 I �T C) I i ® I I U I W , 7-ODG 3-ASM I i ' I I ACCESS, UTILITY A ;DRAINAGE EASEMENT I I i (REC. NO Mnaaao jI I — FOUI —wT — SS— _Ti 1 —8" SS — — 4847 11 I III ---------------=-----------------------------LOT7--- I----___ --------- OAK MEADOWS MIILLAOE d--20—' NON-E—XC—LUS—IVE UTILITY OAK MEADOWS MlddAOE EASEMENT ( I M11HOrL° REPLAY (REC. NO.3394481) I'h I -M . = 20 0 10 20 NORTH SCALE: I "= 20-0" PLANT L15T Qty ID Common Name Scientific Name Size Notes Deciduous Trees 4 ASM Armstrong Maple Acerx freemanii'Armstrong' 2" Cal. B&B 4 SMH Shademaster Honeylocust Gleditsia triacanthos'Shademaster' 2" Cal. B&B Evergreen Shrubs 11 ASJ Armstrong Juniper Juniperus chinensis 'Armstrongii' 5Gal. Cont. 17 BPJ Blue Point Juniper Juniperus chinensis'Blue Point' 5Gal. Cont. 23 MVS Mesa Verde Spruce Picea pungens'Mesa Verde' 5 Gal. Cont. Deciduous Shrubs 27 BMS Blue Mist Spirea Caryopteris x cl andonensis 'Blue Mist' 5 Gal. Cont. 28 LDN Little Devil Ninebark Physocarpus opulifol is 'Donna May' 5 Gal. Cont. 11 DKR Double Knockout Rose Rosa'Radtko' 5 Gal. Cont. 13 KSV Korean Spice Viburnum Viburnum carlesii 5 Gal. Cont. Ornamental Grasses 72 ODG Overdam Feather Reed Grass Calamagrostis x acutiflora'Overdam' 1 Gal. Cont. 52 PDG Prairie Dropseed Sporobolus heterolepis 1 Gal. Cont. Planting Bed Area: 12, 1 G4 5f Irrigated Turf Area: 3,773 5F LEGEND EVERGREEN TREE DECIDUOUS TREE ORNAMENTAL TREE DECIDUOUS 5H RUBS EVERGREEN 5H RU85 TURF GRASS / 50D NOTES: I . All Sod for sod areas to be Cowboy Turf from Turf Master, LLC, 3327 Gidding5 Road, Ft. Collln5, CO, 970-493-83 1 1 or equivalent. 2. 5hrub beds to be mulch with wood chlp5 (4" average depth) on a typar filter fabric. ff 0-4/16/2011. Original Date of I O° OO1 IN/► i l r OF SUBMITTAL . -FILING NO. PHASE NO. PREPARATIONi REVISION DATE: �• • REVISION REVISIONDATE: 0i REVISION DATE: SHEET 16 OF 23 6 0 0 N W C/) 0 d' W J (V O CV QC, Q WQw o U�� = o J WW Oda (C)~� M W (yy) : Q M r o� J > J 'C c) ® ® 00 QZ �� O J "L C U > 2 �(D 0 00 N 0000 M ti M 0000 I � a to® z W eett O a Lj_ J 00 u_ 2 F-O (L W ® Q W Z F— N U) Q F- d Z Z O� W F- O Z (D U t- LL z - w>�o JOO W(f)w�z LL LL Q�O�O _i06QZ �F-�� ®O -O 0 _j U) F- KCM 2020-04-21 eering No.: Scaler" _ 20' 4631928 09/21/2020 04.04 PM Page 17 of 25 METAL FLASHIN STUCCO TRIM C STUCCO TRIM STUCCO WALL STONE VENEEF 2RIGHT ELEVATION (1) - 3/1611 = 1 1-011 METAL FLASHING T STUCCO TRIM COL STUCCO TRIM - STUCCO WALL FIN STONE VENEER LEFT ELEVA'TION 3/16" CONCEPT: STONE VENEER CONCEPT : SHUTTERS �3) Exterior Concept Images 1211 ®1 1-011 FINAL DEVELOPMENT PLAN DOLLAR GENERAL FIRESTONE LOT 8, OAK MEADOWS VILLAGE TED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF THE 6TH P.M. TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO SITUA SHEET 15 OF 23 CONCEPT: AWNINGS & CANOPY EXTERIOR LIGHT FIXTURE SCHEDULE PART # DESCRIPTION TYPE MANUFACTURER I a G US LED LTR2-1 -UNV-50-15-6R-C-WH QF4-1 -UNVL-5-50-150 US LED US-WMP-BZ LSI RD200-200-INC-GPT 6" LED DOWN LIGHT QUBEFLOOD4 LIGHT W/ WALL MOUNT PLATE ABOLITE LED STANDARD DOME LIGHT, ON GOCISNECK ARM WATTS LOCATION '2', MOUNTED TO UNDERSIDE OF 15 CANOPY IN FRONT FOR ENTRY VESTIBULE WALL MOUNTED AT 11'-6" A.F.F., 140 CENTERED BETWEEN EVERY OTHER PILASTER, SIDE & REAR WALLS WALL MOUNTED, CENTERED ON 300 PILASTERS, FRONT WALL ONLY OF4-1-UNVL-5-50-150 MOUNTED ON LIGHT POLES IN (2) QUBEFLOOD4 LIGHT ON 24 POLE 280 PARKING LOT s US LED - - US-SSSA-2 4- 5050-11 OPTION 1 OPTION 2 EXTERIOR FINISHES u) z z w U) �LILJ ¢o a Ul cc L'j i U) 2 Lu , w -,j L w YL -Z �4om 6 z z Lli 0- Lu w Cc z < 4t (5 u I-Ij w LL] > 0 , �� ,,a, 4- Z z - >a- 7< (t) W -:�i w. z Lu �� 'r. > L'J w Z 2 cf: mtg w z U) > LLJ Z w N -:iz z LLJ < > w 0 . . IS - :3 . 3:: '5 � Cr 0 z w 0 > ZO 0 � CC 0 cf: LIJ 0 pp CE It < w 't 0 0 - CL 0 ILL I =� 0 X LL, W u co < C) U) C) :'�i GUTTERS 0 DOWNSPOUTS PARAPET FLASHING & EMERGENCY EXIT DOORS (EXTERIOR OF TRIM, RECEIVING DOORS TO BE PAINTED, REFER TO DOOR SCHEDULE) STONE VENEER 0 FLAT METAL SOFFIT AROUND PERIMETER AT PARAPET OVERHANG EIFS BUILDING & PARAPET WALL SHUTTERS, CANOPY, + AWNINGS STOREFRONT SYSTEM STANDING SEAM METAL ROOF PANELS PANELS (INTERIOR SALES AND RECEIVING FLOORS) LINEAR I CONCEPT: AWNINGS & CANOPY a) E :3 0 C Q) 0 00 (A 0 W Cap) m U CY) Lli 0 C •m m C) C cv) al) IL 2 Q) w w 2 w u Z � CL >C/) 2 W 0 w m u 3: 0 z 0 0 00 z UJ > u- 0 w 0 uj Lou 6 z LL D LL 0 z zo 1-- 100 z I () ww Ld �'> z J 0 U) 0 0 Lu < :E >z uj 5 Z W w ILL U W 5 111 uJ 0 w 0 z w 0 EE S C T e a m: Date: 4 , J3 JP jt3 jP 2020-04-21 Sheet No.: 1 15 OF 23 6 E m z 4631928 09/21/2020 04.04 PM Page 18 of 25 FINAL DEVELOPMENT PLAN DOLLAR GENERAL FIRESTONE LOT 8, OAK MEADOWS VILLAGE SITUATED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF THE 6TH P.M. TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO SHEET 14 OF 23 I l 8 FRONT ELEVATION 3/16" = V-011 Modem Gray Interior f Exterior R Location Number.- 283-Cl DOLLAR GENERAL FIRESTONE ARCHITECTURAL ELEVATIONS NAME OF APPLICATION DOLLAR GENERAL FIRESTONE TYPE OF SUBMITTAL FDP FILING NO. N/A PHASE NO. N/A PREPARATION DATE: 2020-04-21 REVISION DATE: 2020-06-17 REVISION DATE: 2020-07-24 REVISION DATE: ---- REVISION DATE: ---- SHEET 14 OF 23 Q) 0 41 0 0 z]TFFFF E 0 > 0 < 00 cn o .2 uj 0 M V) U UJ M a) CO 0 0 CD 2 w w 2 w U 0. 2 � 2 W 0 w (n U 0 Z w < C• 00 z W 0 w z > c/) cl C) _j QD Z Z< LOL W W W z (9 co U 0 0 w UU W U) L11 J 0 U) 0 g 0< z U LLJ w (2:i Ow LL j re 0 0 z Uj 0 0 t 0 F- �2MA JB, JP JJ 2020-04-21 Engineering gineering No.: 11 Scale:N.A. E-20-006 beet No.:14 OF 23 4631928 09/21/2020 04:04 PM Page 19 of 25 role] m w±,l inkAKL4 2 Ll 12 lwk#�"l m 2 1 in *44:*1191 Ll I DO NOT CUT OR DAMAGE LEADER. PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING. ATTACH GUY WIRE TO TRUNK WITH SPECIFIED TREE COLLAR. 112" DIA.. WHITE PVC PIPE OVER WIRE, 24" LONG MIN. DOUBLE STRAND OF 12 GA. GALVANIZED STEEL WIRE TWISTED 4" DEEP WATER RETENTION BASIN - NOT REQUIRED IN IRRIGATED TURF AREAS G. 5' STEEL T-POST (3 MIN.) DRIVEN VERTICALLY TO EXTEND A MIN. OF 30" INTO UNDISTURBED SOIL SET ROOT CROWN LEVEL WITH TOP OF 501L IN BEDS. IN IRRIGATED TURF AREAS PLANT 3" ABOVE FINISHED GRADE APPLY SPECIFIED GRAVEL TO REMAIN PERMANENTLY. FINISHED GRADE REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK SIDES OF KOOTBALL THAT 15 NOT 100% HEMP. REMOVE BURLAP * TWINE FROM THE TOP 1/3 OF KOOTBALL. REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT ROOTBALL5 THAT ARE BROKEN APART AFTER CONTAINMENT IS REMOVED ARE DAMAGED AND SHALL BE REJECTED. HOLE SHOULD HAVE ROUGHENED SIDES SPECIFIED BACKFILL MIXTURE AND FERTILIZER APLICATION UNDISTURBED 5UBGKADE EVERGREEN TREE PLANTING ((W/ 61 STAKES)) I 2 x ROOTBALL DIA. SOD ADJACENT TO WALKS AND CURBS MULCH ADJACENT TO WALKS AND CURBS NOT TO SCALE SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING. CREATE A 2" DEEP WATER RETENTION BASIN APPLY A RING OF SPECIFIED MULCH WHEN NOT IN A BED SET ROOT CROWN OF UPRIGHT SHRUBS I " ABOVE TOP OF SOIL. SET ROOT CROWN OF SPREADING SHRUBS AT TOP OF SOIL. FINISHED GRADE OK TOP OF MULCH 112" BELOW PAVED EDGE APPLY SPECIFIED GRAVEL TO REMAIN PERMANENTLY. SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PREEMERGANT HER51CIDE 5ELOW FABRIC REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK SIDES OF ROOTBALL THAT IS NOT 100% HEMP. REMOVE BURLAP * TWINE FROM THE TOP 1/3 OF KOOTBALL. REMOVE FIBER OR PLASTIC POT KOOTBALL5 THAT ARE BROKEN APART AFTER CONTAINMENT IS REMOVED ARE DAMAGED AND SHALL BE REJECTED. HOLE * ROOT BALL SHOULD HAVE LOOSENED SIDES SPECIFIED BACKFILL MIXTURE AND FERTILIZER APLICATION LIGHTLY COMPACTED PLACE 3" OF SPECIFIED BACKFILL BELOW THE ROOT BALL UNDISTURBED 5UBGRADE I• ■ 1 mumm NOT TO SCALE SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL FINISHED GRADE OR TOP OF SOD LEVEL WITH PAVED EDGE SPECIFIED SOD OR SEED FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED APPROX. I" BELOW TOP OF PAVED EDGE FOR SOD AND LEVEL FOR SEED SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL FINISHED GRADE OR TOP OF MULCH 112" BELOW PAVED EDGE SPECIFIED GRAVEL SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED THE NECESSARY DISTANCE BELOW PAVED EDGE SPECIFIED SOD OR SEED FINISHED GRADE OR TOP OF SOD LEVEL WITH TOP OF EDGER FINISHED GRADE OR TOP OF MULCH 112" BELOW TOP OF EDGER SPECIFIED GRAVEL WEED BARRIER FABRIC UNDER INORGANIC MULCHES PREEMERGANT HERBICIDE BELOW FABRIC EDGER -11 H OF SPECIFIED AMENDED TOPSOIL PLACED THE NECESSARY DISTANCE BELOW TOP OF EDGER NOT TO SCALE SITUATEDLOT 8, OAK MEADOWS VILLAGE , OF SECTION' TOWN OF •NE, COUNTY OF OF • •'AD• SHEET 17 OF 23 SHADE TREES: LOWEST LIMBS MIN. G-8' FROM ROOT CROWN AFTER TWO YEARS NO LIMB SHALL BE WITHIN 8' OF PAVEMENT DO NOT CUT OR DAMAGE LEADER. PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING. WRAP ENTIRE SURFACE OF TRUNK BELOW SECOND BRANCH WITH SPECIFIED TREE WRAP AND SECURE. ATTACH GUY WIRE TO TRUNK WITH SPECIFIED TREE COLLAR. 112" DIA.. WHITE PVC PIPE OVER WIRE, 24" LONG MIN. DOUBLE STRAND OF 12 GA. GALVANIZED STEEL WIRE TWISTED 4" DEEP WATER RETENTION BASIN - NOT REQUIRED IN IRRIGATED TURF AREAS G.5STEEL T-POST (2 MIN.) DRIVEN VERTICALLY TO EXTEND A MIN, OF 30" INTO UNDISTURBED 501L SET ROOT CROWN LEVEL WITH TOP OF SOIL IN BEDS. IN IRRIGATED TURF AREAS PLANT 3" ABOVE FINISHED GRADE APPLY SPECIFIED GRAVEL TO REMAIN PERMANENTLY. FINISHED GRADE REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK SIDES OF ROOTBALL THAT IS NOT 100% HEMP. REMOVE BURLAP * TWINE FROM THE TOP 1/3 OF KOOTBALL. REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT KOOTBALL5 THAT ARE BROKEN APART AFTER CONTAINMENT IS REMOVED ARE DAMAGED AND SHALL BE REJECTED. HOLE SHOULD HAVE ROUGHENED SIDES SPECIFIED BACKFILL MIXTURE AND FERTILIZER APLICATION UNDISTURBED 5UBGKADE NOT TO SCALE c� LLl O N W I . ALL WORK SHALL CONFORM TO LOCAL CITY AND COUNTY CODES. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES U? AND STANDARDS. NOTHING INDICATED ON THE LANDSCAPE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING ly WITH ANY APPROPRIATE SAFETY REGULATIONS. 0 Lo 2. DEVELOPER WILL ENSURE THAT THE LANDSCAPE PLAN IS COORDINATED WITH THE PLANS PREPARED BY OTHER CONSULTANTS Z : ti SO THAT THE PROPOSED GRADING, STORM DRAINAGE, OR THE CONSTRUCTION DOES NOT CONFLICT OR PRECLUDE LL! m 00 INSTALLATION AND MAINTENANCE OF THE LANDSCAPE ELEMENTS AS DESIGNATED ON THIS PLAN. o IIL Q o w z 3. LANDSCAPE INSTALLATION CANNOT BEGIN UNTIL CONSTRUCTION OF THE ELECTRICAL DISTRIBUTION SYSTEM WITHIN THE w AFFECTED AREA IS COMPLETE W U O 4. CONTRACTOR SHALL HAVE A UTILITY LOCATES PREFORMED AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. a_ Q Oz 5. FINAL LOCATION OF PLANT MATERIAL MAY BE ADJUSTED TO THE SATISFACTION OF THE ELECTRIC PROVIDER TO PROVIDE ADEQUATE CLEARANCE FROM THE FINAL LOCATION OF THE ELECTRIC DISTRIBUTION SYSTEM. w ¢Ft c0 z w M w G. VERIFY FIELD CONDITIONS AND NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. _ i° Q � 7. CONTRACTOR SHALL VERIFY ALL MATERIAL QUANTITIES PRIOR TO INSTALLATION. MATERIAL QUANTITIES SHOWN ARE LISTED FOR ," THE CONVENIENCE TO THE CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. o aj 4 0 SUBSTITUTION OF PLANTING MATERIALS MAY OCCUR ONLY WITH THE PRIOR WRITTEN CONSENT OF THE OWNER AND THE TOWN o 0 0 OF FIRESTONE. p N N N 8. THE DEVELOPER AND ALL SUCCESSORS AND ASSIGNED SHALL BE RESPONSIBLE FOR INSTALLATION, MAINTENANCE, AND REPLACEMENT OF ALL LANDSCAPING MATERIALS SHOW OR INDICATED ON THE APPROVED OVERALL LANDSCAPE PLAN. 9. CONTRACTOR SHALL STAY WITHIN THE LIMIT OF WORK LINES UNLESS APPROVED IN WRITING BY OWNER. CONTRACTOR SHALL REPLACE ANY PROPERTY DAMAGE THAT OCCURS WITHIN OR OUTSIDE THE LIMIT OF WORK LINES AT NO ADDITIONAL COST TO THE OWNER, I O.ALL PLANT MATERIALS MUST MEET THE A.A.N. SPECIFICATIONS FOR NUMBER I GRADE AND COMPLY WITH THE QUALITY STANDARDS OF THE COLORADO NURSERY ACT, 1973 C.R.5 TITLE 35, ARTICLE 2G AS AMENDED. ALL PLANT MATERIALS TO BE ABLED AND BUKLAPPED, CONTAINERIZED OR IN ROOT CONTROL BAGS UNLE55 OTHERWISE NOTED. I I .PRIOR TO PLANTING, TREAT THE ENTIRE LANDSCAPE AREA WITH A BROADLEAF WEED KILLER AND REMOVE ALL NOXIOUS WEEDS FROM THE SITE. CONTRACTOR SHALL OBTAIN OWNER'S REPRESENTATIVE APPROVAL FOR TYPE OF WEED SPRAY. PREPARE THE ENTIRE SITE WITH 3 YARDS PER 1,000 SQUARE FEET OF 50 % NITKOLYZED ASPEN HUMUS (2 LBS OF NITROGEN ADDED PER CUBIC YARD OF HUMUS) AND 50 % WELL ROTTED DAIRY COW MANURE, AGED A MINIMUM OF I X2 YEARS WITH A MINIMUM OF GO% ORGANIC MATTER AND A PH OF G.0-7.0, ROTOTILLED TO A MINIMUM DEPTH OF G INCHES. SPREAD FERTILIZER AT THE RATE OF 5 LBS PER 1,000 SQUARE FEET PRIOR TO ROTOTILLING. 1 2.ALL BRANCHES, WITH MIGHT HINDER EITHER PEDESTRIAN OR VEHICULAR MOVEMENT, SHALL BE REMOVED. ANY BRANCHES LOWER THAN 7 FEET OVER THE SIDEWALK OR ROAD SHALL BE REMOVED. 13.TKEE5 MUST NOT BE PLANTED V THIN 5 FEET OF ANY UNDERGROUND NATURAL GAS LINE OR UNDERGROUND ELECTRIC UTILITY LINE, 14.TKEE5 WILL NOT BE PLANTED WITHIN 5 FEET OF WATER, SEWER, OR STORM UTILITY MAINS. 1 5.PLANT5 THAT EXCEED G INCHES IN HEIGHT MUST NOT BE PLANTED WITHIN 3 FEET OF A FIRE HYDRANT. I G. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIAL AS SPECIFIED IN THE FIRESTONE DESIGN STANDARDS. 17.ALL SHRUB AND PERENNIAL BEDS ARE TO BE LINED WITH A WEED BARRIER FABRIC (OR SIMILAR MATERIAL FOR WEED CONTROL). I BALL SHRUB BEDS TO BE MULCHED WITH WOOD CHIPS (4 INCH AVERAGE DEPTH) ON A TYPAR FILTER FABRIC. 19.WHERE TREES ARE LOCATED WITHIN SODDED AREAS, PROVIDE 4 INCHES SETTLED DEPTH OF WOOD MULCH IN ALL SAUCERS. SAUCERS SHALL BE 4 FEET IN DIAMETER, OR 24 INCH RADIUS FROM THE TRUCK OF THE TREE. 20.LAY SOD ON A FIRM BED WITH TIGHT JOINTS WITH NO VOIDS BETWEEN STRIPS. REPAIR MOUNDS OR DEPRESSIONS OCCURRING AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE. 2 I .THE SEED MIX FOR ALL DKYLAND GRASS AREAS SHALL BE THE FOOTHILLS NATIVE MIX FROM ARKANSAS SEED SOLUTIONS, LONGMONT, COLORADO 970-535-448 1. 22.5LOPE5 ARE NOT TO EXCEED 4: 1, EXPECT AS NOTED, OR UNLESS OTHERWISE APPROVED ON ENGINEERING CONSTRUCTION PLANS. 23.REP-RAP MAY BE PLACED AS NEEDED ALONG EMBANKMENTS TO STABILIZE SLOPES PER THE TOWN ENGINEER'S DIRECTION. I Cd 911 0•3/1 — 01 C)hgiita!at bof n r OA.�"Cp'����� CA I W 10 1 MORS -- N-=,- 01 im NAME . • , i RIME _ 1 110107.1111IM1 2020-04-21 2020-06-17 R 4 • . 2020-08-31 ■ e 0 1 oil W ZO 0 C3 'u � o Q o, o M a� J > � _ _I O Q 05 z o g�c Y L U > a) (D O 00 N O 00 cM 0 r Lu a I=— O c0 z w iy_-O u- 00 LL 2 F-0 a. W 0 Q � N � p F- J z O� u' F- O ' U zWU' w� Lij CL 0 LL Z F-�0 wj�0 � rn _ u-��z 900m0 w�ce- ff= t9 0 w 0 06< z O0E-0 a -i U) — KCM H 2020-04-21 gineering No.: jScalej 20' E-20-006 eet nlmmmffm 4631928 09/21/2020 04.04 PM Page 20 of 25 INA � -11, Ll I - - "�A �0,'a LOT 8, OAK MEADOWS VILLAGE SITUATED IN THE SW 1/4 OF • OF THE 6TH P.M. TOWN OF - •NE, COUNTY OF OF • • jO SCHEDULEIRRIGATION SYMBOL MANUFACTURER RAIN BIRD MODEL NO. 1806-5AM-PR5 WITH MPR SERIES NOZZLE DESCRIPTION POPUP SPRAY HEAD DETAIL NO. 13 L R RAIN BIRD 1806-5AM-PR5 WITH 55T, CORNER NOZZLE POPUP SPRAY HEAD 13 Ile 30 ® It HUNTER 1-20-06 WITH #MPR30 MATCHED PRECIPITATION NOZZLE (GREEN) GEAR DRIVEN ROTOR 14 RAIN BIRD FEB SERIES ELECTRIC CONTROL VALVE 8 RAIN BIRD 44-LRG QUIGK COUPLING VALVE 10 A HUNTER I-GORE-AGG-PED - 24 STATION MODEL ELECTRIC CONTROLLER 5 HUNTER 50LAR SYNC - W55-5EN WEATHER 5EN50R DEVICE 4 FEBGO 525YA RP BAGKFLOW PREVENTER 1 N/5 GUARD5HAGK 65-1 BAGKFLOW PREVENTER ENCLOSURE 2 N/5 OLDGA5TLE / CARSON REFER TO 5PEGIFIGATION5 AND DETAILS VALVE BOXES VARIOUS N/S MAGDONALD AY 1/4 TURN - 1" MANUAL DRAIN VALVE 7 LINE 51ZF - 2%2" AND SMALLER GATE VALVE q O RAIN BIRD FEB SERIES MASTER CONTROL VALVE 6 FS CST 1`51-T10-001 0") FLOW 5EN50R 5 ® GLA55 200 BE - 2%2" 6 5MALI ER PVG MAINLINE 11 GLASS 200 BE PVC, LATERAL 11 GLASS 160 PVG 5LEEVIN6 12 ® RAIN BIRD XGZ-075-PRF OR XGZ-100-PRF DRIP VALVE ASSEMBLY 15 TORO BLUE STRIPE POLY DRIP TUBING -3/4" MIN. WIDTH 15,16 6 17 N/5 RAIN BIRD XERI-BUG DRIP EMITTERS 17 N DRIP LINE BLOW-OUT STUB 16 CONTROLLER $ STATION NO. PM CONTROL VALVE 51ZE ' A (controller) NUMBER OF 5PARE WIRES - 2 CONTROL AND 1 SPARE 3• WIRE5 TO INDICATED CONTROLLER - SEE CONSTRUCTION NOTES 0 W c EE U 00 N 0 a IRRIGATION CONSTRUCT 1. DRAWINGS AND BASE INFORMATION — ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY MACK LAND LLC. THE CONTRACTOR 15 RESPONSIBLE TO NOTIFY HYDRO5YSTEM5*KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY OR PLANTING PLANS AND THE IRRIGATION PLAN. IF CONTRACTOR FAILS TO NOTIFY HYDRO5Y5TEMS*KD1 AND MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN, HE ASSUMES ALL COSTS AND LIABILITIES ASSOCIATED WITH THOSE FIELD CHANGES. REFER TO SPEGIFIGATION5 FOR ADDITIONAL PROJECT REQUIREMENTS. CONTACT IRRIGATION CONSULTANT FOR CURRENT 5PEGIFIGATIONS IF NOT PROVIDED. 2. SYSTEM PRESSURE - HYDR05Y5TEMS*KD1 HAS CONTACTED THE LOCAL WATER DISTRICT THAT SERVES THI5 SITE AND THEY HAVE BEEN TOLD THAT THE STATIG WATER PRE55URE IN THI5 AREA SHOULD BE 86 PSI. THE CONTRACTOR 15 RESPONSIBLE TO FIELD VERIFY PRESSURE PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFY HYDROSYSTEMS*KDI OF ANY VARIANCE FROM THE STATED PRESSURE IMMEDIATELY. WRITTEN DOCUMENTATION OF PRESSURE TEST AND RESULTS SHALL BE PROVIDED TO HYDRO5Y5TEM5*KDI AT CONSTRUCTION ONSET. IF CONTRACTOR FAILS TO FIELD VERIFY PRESSURE AND/OR NOTIFY HYDR05YSTEM5*KD1 OR ANY VARIATIONS FROM THIS PRE55URE, THEN HE ASSUMES ALL CONSTRUCTION AND ENGINEERING COSTS ASSOCIATED WITH SYSTEM MODIFICATIONS REQUIRED TO ACCOMMODATE ACTUAL 51TE PRE55URE. REFER TO POINT OF CONNECTION NOTES FOR SPECIFIC PRESSURE REQUIRED AT THAT LOCATION. THI5 SYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRE55URE OF 75 PSI MINIMUM. 3. IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A SIX NIGHT PER WEEK, SIX HOUR PER NIGHT WATERING WINDOW. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS MUCH IRRIGATION FOR A FOUR TO 51X WEEK PERIOD. THE DESIGN 15 BASED ON THE FOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE FIGURE& ARE BASED ON A 30-YEAR AVERAGE WEATHER DATA AND WILL NEED TO BE ADJUSTED DUE TO 5EA50NAL CHANGES AND WEATHER GONDITION5 ABOVE AND BELOW THE AVERAGE VALUES UTILIZED. BLUEGRASS TURF 2.23" PER WEEK PEAK SEASON ORNAMENTAL PLANTINGS 0.89" PER WEEK PEAK SEASON NATIVE SEED MIXES 0.74" PER WEEK PEAK SEASON (TWO SEASONS) NOTE: IT 15 THE INTENT OF TH15 DE516N THAT NATIVE AREAS WOULD ONLY BE IRRIGATED FOR ESTABLISHMENT. SYSTEM WILL REMAIN FOR USE DURING YEARS WITH LE55 THAN NORMAL RAINFALL. 4. EQUIPMENT INSTALLATION - IT 15 THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN PROPERTY LIMITS AND WITHIN LANDSCAPED AREAS. ANY EQUIPMENT OTHER THAN VALVE BOXES OR 5LEEVING THAT CONTAINS PIPE OR 1,NIRE5 SHOWN OUT5IDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2-0" FROM EDGE OF ANY PAVED SURFACES UNLE55 SPECIFICALLY INDICATED ON PLANS. BOXES INSTALLED IN OPEN TURF AREAS SHALL BE KEPT TO EDGES AND STAKED FOR REVIEW IF ALONG HIGH TRAFFIC AREAS. ALL VALVE BOXES SHALL BE PLACED A MINIMUM OF 3'-0" FROM THE GENTERLINE OF ANY DRAINAGE &WALE. ALL VALVE BOXES WITHIN PAVEMENT SHALL BE TIER 15 RATED BOXES FOR HEAVY DUTY NON -DELIBERATE TRAFFIC. BOX LID COLOR SHALL MATCH ADJAGENT MATERIALS, I.E. GREEN IN TURF, TAN IN WOOD MULCH, GRAY IN STONE MULCH, PURPLE FOR RECLAIMED WATER SYSTEMS (IF REQUIRED). REFER TO LANDSCAPE PLANS FOR MATERIAL COLORS AND TYPES. ALL BOXES SHALL BE INSTALLED TO BE FLUSH WITH GRADE AND IN AN ORDERLY MANNER. WHERE MORTAR PAVING LIDS ARE INSTALLED ABOVE BOXES, IRRIGATION BOX WITH LID SHALL BE LOWERED TO ACCOMMODATE PAVING LID. REFER TO LANDSCAPE FOR ADDITIONAL INFORMATION, TO BE INSTALLED PER MANUFACTURE RECOMMENDATIONS. 5. PIPING INSTALLATION - IRRIGATION PIPING SHALL MAINTAIN A MINIMUM DISTANCE FROM BUILDING FOUNDATIONS OF 5 FEET OR AS DESCRIBED IN SOILS REPORT, WHIGHEVER 15 GREATER. NO SPRAY IRRIGATION SHALL OCCUR WITHIN 10 FEET OF THE FOUNDATION. NO DRIP IRRIGATION &HALL OCCUR WITHIN 5 FEET OF THE FOUNDATION UNLE55 SOIL MOISTURE SENSORS ARE INSTALLED ON VALVES SERVICING THESE AREAS. ALL IRRIGATION PIPING AND EM155ION DEVICES LOCATED ON TOP OF OR WITHIN BUILDING STRUCTURE SHALL CONFORM TO WATERPROOFING CONSULTANT REQUIREMENTS. PIPE ROUTING MAY BE SHOWN WITHIN THESE DISTANCES FOR GRAPHICAL CLARITY ONLY. 6. MANUAL DRAIN VALVES - CONTRACTOR TO INSTALL ONE MANUAL DRAIN VALVE ON PRE55URE SUPPLY LINE DIRECTLY DOWNSTREAM OF BAGKFLOW PREVENTER AND AT ALL LOW POINTS AND DEAD ENDS OF PRESSURE SUPPLY PIPING TO ENSURE COMPLETE DRAINAGE OF SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THESE LOCATIONS IN -FIELD AND INSTALLATION LOCATIONS SHALL BE NOTED ON A5-BUILT5. 7. POP-UP SPRAY NOZZLES - CONTRACTOR TO INSTALL PLASTIC NOZZLES ON ALL POP-UP SPRAY HEADS. INSTALL 15 SERIES NOZZLES ON ALL HEADS 5PAGED AT 12' TO 14'. INSTALL 12 SERIES NOZZLES ON ALL HEADS SPACED 10' TO 11'. INSTALL 10 SERIES NOZZLES ON ALL HEADS 5PAGED AT 8' TO q'. INSTALL 8 SERIES NOZZLES ON ALL HEADS 517ACED AT 6TO 7'. INSTALL 5NOZZLE5 ON ALL HEADS SPACED AT 5'. INSTALL 51DE STRIP NOZZLES ON ALL HEADS WITH AN "5" DESIGNATION AND RIGHT AND LEFT CORNER STRIP NOZZLES ON ALL HEADS WITH AN "L" OR "R" DESIGNATION_ VARIABLE ARC NOZZLES SHOULD BE UTILIZED ADJAGENT TO CURVILINEAR SHRUB BEDS OR FOR ANY ANGLES THAT ARE NOT A STANDARD NOZZLE ANGLE. WHERE INDICATED, INSTALL LOW FLOW 5Q SERIES SQUARE NOZZLES AT SPACING 5HOWN. 8. DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES AND PLACEMENT. 9. UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 3/4" MINIMUM UNLESS OTHERWISE NOTED. 10. SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS 15 BY CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BE INSTALLED IN THE SIZES AND QUANTITIE5 SHOWN ON PLANS OR BASED ON THE SCHEDULE BELOW. WHERE SLEEVES ARE SHOWN, BUT NOT LABELED, FOLLOW THE SCHEDULE BELOW. ALL MAINLINE, CONTROL WIRES AND DRIP LINES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING. ALL MAINLINE SLEEVE LOCATIONS TO INCLUDE A SEPARATE WIRE SLEEVE. SLEEVED PIPE SIZE/WIRE QUANTITY REQUIRED SLEEVE SIZE & (QUANTITY) 3/4" - 1Y4' PIPING 1%2" - 2" PIPING 1-25 CONTROL WIRES 2" PVC (1) 4" PVC, (1) 2" PVC (1) 11. SPARE CONTROL WIRES - CONTRACTOR SHALL EXTEND THREE SPARE WIRE5 (ONE COMMON AND 2 CONTROL WIRE5) FROM EACH CONTROLLER TO THE END OF THE MAINLINE SERVING THAT CONTROLLER OR A5 5HOWN ON THE PLANS. INSTALL SPARE WIRE5 IN 10" ROUND VALVE BOX WITH QUIGK COUPLING VALVE. REFER TO SPECIFICATIONS FOR WIRE COLOR. SEE IRRIGATION SCHEDULE FOR ADDITIONAL INFORMATION. 12. EXISTING IRRIGATION DAMAGE - CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING IRRIGATION SYSTEMS DAMAGED DURING NEW INSTALLATION. REPAIR OR REPLACEMENT SHALL BE DETERMINED BY OWNER OR OWNER'5 REPRESENTATIVE AND PAID FOR BY THE LANDSCAPE CONTRACTOR. 13. EXISTING IRRIGATION COORDINATION - EXISTING IRRIGATION SYSTEM SHALL NOT BE TURNED OFF FOR MORE THAN 24 HOURS MAXIMUM. CONTRACTOR SHALL COORDINATE TURN OFF OF SYSTEM WITH OWNER OR MAINTENANCE STAFF 72 HOURS PRIOR TO ANY NEW CONSTRUCTION. 14. SIMULTANEOUS ZONE OPERATION - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE MULTIPLE ZONES SIMULTANEOUSLY BASED ON INDIVIDUAL ZONE FLOW. THE DE51ON 15 INTENDED TO OPERATE MULTIPLE VALVES, UP TO THE MAXIMUM FLOW IN THE POINT OF CONNECTION NOTE. REFER TO CONTROLLER SPECIFICATION FOR MAXIMUM SIMULTANEOUS VALVE COUNT. 15. WATER BUDGETS AND PROJECTIONS - HYDR05YSTEM5-IG0I HAS BASED THE IRRIGATION DESIGN AND THE ASSOCIATED PROJECTED WATER USE UPON SUCH FACTORS AS CITY OR WATER DISTRICT IMP05ED REQUIREMENTS, PUBLISHED PLANT SPECIES WATER NEEDS, SELECTED IRRIGATION METHOD EFFICIENCIES AS REPORTED BY INDEPENDENT TESTING FACILITIES, HISTORICAL WEATHER DATA FOR THE PROJECT LOCATION, AND PROPER MAINTENANCE PROCEDURES. HYDRO5Y5TEM5*KDI 15 NOT RESPONSIBLE, AND ACCEPTS NO RESPONSIBILITY, FOR THE ACTUAL WATER USAGE VARIATION THAT 15 A RESULT OF FIELD MODIFICATIONS TO THE SYSTEM NOT MATCHING CONSTRUCTION DOCUMENTS, IMPROPER MAINTENANCE, WATTE DUE TO SYSTEM DAMAGE OR VANDALISM, OR WEATHER CONDITIONS THAT DEVIATE FROM PUBLISHED 30 YEAR HISTORICAL AVERAGES. Systems Know what's below. Call before you dig. Irrigation Consulting & Water Management CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 DIG, GRADE, OR EXCAVATE FOR THE MARKING OF o: 303.980.5327 WWW.h dros stemskdi.com UNDERGROUND MEMBER UTILITIES. Y Y Mel ' _ • _ 1� MIM DOLLAR GENERAL FIRESTONE ra PREPARATION DATE: 2020-04-21 REVISION1welffi'l DATE: DATE: REVISIONREVISION DATE: REVISION DATE: _o (i o Ww ®F- CL 0 W —I ti W m O 0 Q >- w U> < 0 U p ®=�IJ ��wQ Oda �zaz ® CIO w� (7)2Q N , N o 0 N 0 ® N N N J J � o Q m 2 U ® Z vwi z M rn J > 0 J 'CO Q 00 z�0 L � U > a) 0 0 ti 0 N o CA 0 00 M 6 0V (ti 000 M 00 ��a Uj (0o LL J ILLL E— O J I— O OU g LL �O a. w 0 x Q W N 0] E- ® >J z 0 LL LL - U O Z0U)z O J LL �_ 00 _j �>q a:��-w J0U)0 WwW w W0W0 J tb H OO_O a _j n _ DRAWN BY: Date: JLK 2020-04-21 Engineering No.: Scale:NTS E-20-006 Sheet No.: Page 21 of 25 FINAL DEVELOPMENT PLAN DOLLAR GENERAL FIRESTONE MEADOWS SECTIONSITUATED IN THE SW 1/4 OF -6 TOWN OF FIRESTONE, COUNTY OF OF • •,D• SHEET 19 OF 23 A CONTROLLER LOCATION "All A PEDESTAL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL $ STATION COUNT), REMOTE READY, AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE WITHIN 50 LF. OF CONTROLLER LOCATION FROM BUILDING, BY OTHERS RE:ELECTRICAL. ELECTRICAL METER, WIRE/CONDUIT, STEP-DOWN TRANSFORMER (IF REQUIRED) AND POWER CONNECTION TO CONTROLLER IS BY CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES. FEES AND PERMITS A550CIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR. LOCATE SHIELDED CABLE FROM FLOW SENSOR AND CONNECT TO DATA RETRIEVAL UNIT LOCATED IN A550GIATED CONTROLLER. LOCATE MASTER VALVE WIRES WITH SPARES AND CONNECT 2 OF THE WIRE5 FROM THE MASTER VALVE TO THE DATA RETRIEVAL BOARD IN ASSOCIATED CONTROLLER. FINAL CONTROLLER LOCATION SHALL BE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. MOUNT ONE WEATHER SENSOR ON POLE WHERE THERE 15 20 FT. OF CLEARANCE FROM ANY OVERHANG OR OBSTRUGTING FEATURE. INSTALL WEATHER SENSOR RECEIVER IN CONTROLLER ENCLOSURE. CONNECT SENSOR RECEIVER WIRES TO IRRIGATION CONTROLLER SENSOR PORT. FINAL WEATHER SENSOR LOCATION SHALL BE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 1POINT OF CONNECTION 1 /11 PEAK FLOW REQUIREMENT: 10 GPM. REQUIRED STATIC PRESSURE: 75 PSI TIE ONTO 1" COPPER STUB -OUT AT THIS APPROXIMATE LOCATION. CONNECTION DOWNSTREAM OF BUILDING METER WITHIN THE WATER ENTRY ROOM, BEFORE BUILDING BA.CKFLOW AND ANY PRESSURE REGULATION, AND STUB TO TH15 LOCATION IS BY OTHERS RE = PLUMBING. CONNECT TO STUB AND EXTEND 3/4" TYPE K SOFT COPPER AT 54" MINIMUM DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE 3/4" STOP AND WASTE VALVE, ONE 3/4" REDUCED PRESSURE BACKFLOW PREVENTER WITH PROTECTIVE ENCLOSURE, ONE MANUAL DRAIN VALVE, ONE FLOW SENSOR, ONE MASTER VALVE, ONE QUICK GOUPLING VALVE, ONE GATE VALVE AND EXTEND PVC MAINLINE AS SHOWN. EXTEND ONE PE8q SHIELDED GABLE FROM FLOW 5EN50R TO DATA RETRIEVAL UNIT LOCATED IN A550GIATED CONTROLLER. EXTEND 4 UFUL14# WIRE (TWO ORANGE AND TWO BLUE) AND CONNECT 2 OF THE WIRES FROM THE MASTER VALVE TO THE DATA RETRIEVAL BOARD IN ASSOCIATED CONTROLLER. SEE DETAIL SHEET FOR REQUIRED PIPE LENGTHS UPSTREAM AND DOWNSTREAM OF FLOW 5EN51N6 UNIT. WORK SHALL CONFORM TO LOCAL CODE. FEES, PERMITS AND INSPECTIONS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY CONTRACTOR. FINAL BACKFLOW PREVENTER LOCATION SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. LOCATION SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. ALL COPPER PIPING WITHIN UNHEATED AREAS SHALL INCLUDE HEAT TAPE TO PREVENT FREEZING. DOLLAR GENERAL AIREST—b—NE IRRIGATION NOTES AND SCHEDULE NAME OF ION DOLLAR GENERAL • ■ . i ■ me REVISIONPREPARATION DAT—E: 2020-04-21 RPM DATE: 2020-06-17 REVISION 2020-07-24 REVISION DATE:_ NOW ■ *' �o C N W w cl WLO J � uj m O O a. Q ®W Z w J)<� WU50 0 w < own cl) ZQz 0 W 652Q N , N Q 0 0 0 6 RN N N V_ rn r > O J 'C d' N �- J N O r) 00 GO C9"? Z v70 aiN c a �00 0 > cM 00 a 0 a- LL 0 00 T_ w LL C 0. �¢ >z ci N J W _z Z� o� F- O Z(Dv Adak 0 < L_ w > O O L7 Jp0U)0 �Q=� An Zw~W w�?� 0 QOWO JOoQZ J � 0 H ®Ow JLK 2020-04- 1 gineeringScaler'•-2O• E-20-006 eet No HurojMwi 4631928 09/21/2020 04.04 PM Page 22 of 25 NOTE: • CONCRETE PAD PENETRATIONS TO BE 1" LARGER THAN TUBING DIAMETER. • REFER TO ENCLOSURE DETAIL FOR CONCRETE PAD DIMENSIONS. PROTECTIVE ENCL05URE - • DIAMETER OF FITTINGS, NIPPLE AND TUBING REFER TO DETAIL SHALL EQUAL DIAMETER OF BAGKFLOW REDUCED PRE55URE PREVENTER UNLE55 NOTED OTHERWISE. BAGKFLOW PREVENTER GxM ADAPTER (TWO REQUIRED) BRONZE UNION - 5Wx5W 6" THICK CONCRETE PAD - LENOTH A5 REQUIRED, 50" MIN. WIDTH. TOP OF SLAB TO BE 1" ABOVE FINISH GRADE. QUICK GOUPLINO ADJUSTABLE CAST IRON STOP VALVE - INSTALL A5 BOX - TYLER OR EQUAL PER QGV DETAIL 12 EQ EQ — 1=IIII-_ -IIII —_ IIII= IIII IIII= IIII= ° �—IIIIIIII—IIII IIII-_ IIII IIII— O o IIII= —�— G O 3/4" - 2" SYSTEMS WITH III IIII III C TYPE "K" PVG PRESSURE MAINLINE RIGID REFER TO IRRIGATION COPPER SCHEDULE SOIL FILTER FABRIC, GOVERINO GRAVEL SUMP STOP 4 DRAIN VALVE - LINE SIZE 3/4" GRU5HED GRAVEL SUMP - 2 CU. FT SERVICE LINE FROM WATER METER PVC CONNECTION DATA GABLE SPLICE GON515TIN0 OF WIRE NUTS AND PREFORMED SUPER SERVISEAL SPLICE KIT. REGTANOULAR VALVE BOX WITH EXTENSIONS A5 REQUIRED. BRAND "F5" INTO VALVE BOX LID. REFER TO TECHNICAL TO TECHNICAL SPECIFICATIONS SPECIFICATIONS. VALVE BOX SHALL NOT REST DIRECTLY ON FLOW SENSOR GABLE. TEE STYLE FLOW SENSOR. REFER TO PLAN 4 SCHEDULE FOR SIZING, MANUFACTURER, 4 MODEL. -IIII I I IVI�—III ( FIN15H GRADE DATA GABLE TO CONTROLLER SENSOR INPUTS PER MANUFACTURER RECOMMENDATION. PROVIDE ADDITIONAL GABLE WITHIN BOX TO ALLOW REMOVAL OF 5EN51NO UNIT FROM SOX FOR MAINTENANCE PURPOSES. 3/4" GRAVEL SUMP - 2 CU. FT. PVG PRE55URE MAINLINE - REFER TO PLAN FOR DIAMETER. FLOW �Q) Q) 10x PIPE PIA. — 5x PIPE DIA. METER RUN NO FITTIN05 INGLUDINO REDUCER BUSHINGS, TEES, ELLS, ETC, SHALL BE INSTALLED WITHIN "METER RUN" D15TANGE. DIAMETER OF FLOW SENSOR TEE AND "METER RUN" PIPING SHALL BE EQUAL. NO REDUCER BU5HIN5S, ADAPTERS, ETC. SHALL BE INSTALLED WITHIN FLOW SENSOR TEE. FLOW SENSOR 10" ROUND VALVE BOX. BRAND "OV" ON LID OF VALVE BOX. REFER TO TECHNICAL SPECIFICATIONS. FIN15H GRADE GATE VALVE W/ CROSS HANDLE AND SOLID WEDGE DISC. 3/4" CRUSHED GRAVEL SUMP - FILL BOX TO WITHIN 2" OF TOP OF 6" PVG AGGE55 SLEEVED 6" CLASS 200 PVG SLEEVE BOTTOM TO BE NOTCHED AND CONTACT TOP OF PRESSURE MAINLINE 5GH. 40 PVG MALE ADAPTER (2) - SIZE TO EQUAL GATE VALVE DIAMETER PVG PRE55URE MAINLINE UNDISTURBED SOIL 2.5" & SMALLER - X-HANDLE O BFP MODEL/51ZE ENCLOSURE MODEL X Y Z FEBGO 825YA 5/4" 4 1" 05-.5 10" 24" 15" FEBGO 825YA 1%2" 4 2" 65-1 10" 34" 24" - - 6UARD5HAGK ENCLOSURE Z CONCRETE PAD IIIII_ II_ � IL=—IIIII IIIII-I I I I I_ I III I_ _ � III I � IIIII- c� ® r 6" EQ Y 51PE VIEW NOTES: • PAD PENETRATIONS FOR BAGKFLOW PREVENTER RI5ER5 TO BE 1" LARGER THAN R15ER DIAMETER. • TOP SURFACE OF CONCRETE PAD SHALL BE 1" ABOVE FIN15H GRADE. • INSTALL ENGL05URE ANCHORS A5 PER MANUFACTURER'5 REGOMMENDATION5. • PROVIDE OWNER WITH KEYED PADLOCK FOR ENCLOSURE. • PROVIDE ENGL05URE IN FEDERAL GREEN COLOR. UNLE55 OTHERWISE NOTED (SEE SCHEDULE). BACKFLOW ENCLOSURE Oo 0 10 L ft AR XTACI TOP VIEW FINISH GRADE REGTAN5ULAR VALVE BOX WITH EXTEN51ON - BRAND "MV" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. ELECTRIC MASTER CONTROL VALVE 5LIPxMIPT 5GH. 40 PVG ADAPTER (2) PRE55URE MAINLINE -_O O 3/4" CRUSHED GRAVEL SUMP - 2 G.F. 0 10" ROUND VALVE BOX BRAND "QC," INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. FIN15H GRADE 3/4" CRUSHED GRAVEL SUMP - FILL BOX TO WITHIN 2" OF BOTTOM OF QGV LID QUICK GOUPLINO VALVE 1" BRASS NIPPLE LENGTH A5 REQUIRED --� -- LINE SIZE BRA55 GOUPLINO %2"x12" REBAR STABILIZING STAKE TYPICAL TWO SIDES PER QUICK GOUPLINO VALVE LOCATION LA5GO #O 135-212 UNITIZED SWING JOINT W/ BRA55 INSERT STABILIZER ELBOW. PROVIDE WITH 1" MIPT INLET PRE55URE MAINLINEx1" PVG SERVICE TEE - SOLVENT WELD OR OA5KETED FITTING REFER TO 5PEGIFIGAION5 APPLY TEFLON TAPE TO ALL THREADED NIPPLES QUICK CU IN VALVE LASCOSWING - TYPICAL t 0.5% SLOPE 18" 6" FRONT VIEW NOTES: • CONTRACTOR TO GROUND AND PROVIDE 5UR6E PROTECTION FOR CONTROLLER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND GROUND ROD(5) SHOWN. • CONTROLLER GROUNDING SHALL COMPLY W/ MANUFACTURER'5 SPECIFICATIONS. • INSTALL A DISCONNECT 51,NITGH AND 120 VOLT OFIC RECEPTACLE WITHIN PEDESTAL. • ALL ELECTRICAL WORK TO CONFORM TO LOCAL CODE. PREFABRICATED ENCLOSURE CONTROLLER INSTALL 4" HT. SELF ADHESIVE VINYL LETTERING GORRESPONDINO WITH CONTROLLER # ON OUTSIDE SURFACE OF ENCLOSURE DOOR. CONTROL WIRES - NEATLY BUNDLE WIRING 4 SECURE W/ LOCKING WIRE TIES 120 VOLT SERVICE OFI 4 POWER 51,NITGH 3/4" NON-METALLIC LIQUIDTITE CONDUIT IN/ MALE ADAPTERS (2) AND LOCK RINGS, WASHERS FIN15H GRADE 5/8"x8' COPPER - GLAD GROUNDING ROD W/ BRONZE CLAMP 4 10" ROUND VALVE BOX (TYPICAL) CONCRETE PAD #6 BARE COPPER GROUNDING WIRE 1" PVG CONDUIT IN/ SWEEP ELL - GROUND WIRE 3" PVG CONDUIT IN/ 51NEEP ELL - CONTROL WIRE5 PROVIDE 48" LENGTH OF ALL SPARE WIRE5 WITHIN PEDESTAL, NEATLY COILED. 3/4" PVC, CONDUIT W/ SWEEP ELL - 120v SERVICE ELECTRIC NT LL PEDESTAL - FRONT OPENING - TYPICAL 10" ROUND VALVE BOX - BRAND THE LETTER "D' IN LID. REFER TO TECHNICAL 5PEGIFIGATION5. 2" VALVE MARKER rGL2O.'O 3/4' CRUSHED GRAVEL SUMP 1 GU. FT. FINISH GRADE GGE55 SLEEVERED 1" FxF BRASS 90 ELL (2) 1"xGL BRASS NIPPLE (2) Vx&" BRASS NIPPLE 1" BRASS 1/4 TURN CURB STOP Kai1" MxF 5GH. 40 PVG cIO ELL 501L BLANKET COVERING SUMP 1"x4" PVG NIPPLE 5GH. 80 3/4" CRUSHED GRAVEL SUMP. SEE TECHNICAL SPECIFICATIONS FOR SUMP 51ZE PVG PRESSURE MAINLINE. REFER TO TRENCH DETAIL. APPLY TEFLON TAPE TO ALL MALE THREADED PVG FITTIN65 AND ALL NIPPLES MANUAL DRAIN VALVE TYPICAL NOTE: REFER TO TECHNICAL SPECIFICATIONS FOR MINIMUM TRENCH WIDTH5. PIPING OR DRIP LINE HEADER. TRENCH 24 MAINLINE FIN15H GRADE PIPINO BAG<FILL MATERIAL (TYP.) MAINLINE CONTROL WIRE BUNDLE OR TWO WIRE COMMUNICATION GABLE (PER SPECIFICATIONS) IT, 56" MIN. 50LAR 5YNG 5EN50R - TOP OF 5EN50R TO BE ABOVE RAIN SHADOW OF BUILDING GUTTERS, TREES AND/OR ANY OTHER O55TRUGTIONS 1%2'x%2" FxF 5GH. 40 GALVANIZED TEE W/ 1%2" MIPT PLUG 1%2' DIAMETER 5GH. 40 GALVANIZED STEEL POST FIN15H GRADE 12" DIAMETER CONCRETE BASE - FORM W/ 5ONA-TUBE OR EQUAL. P05T SHALL BE CENTERED WITHIN BASE. NOTE: MOUNT RAIN SENSOR RECEIVER PER CONTROLLER DETAIL. PVG LATERAL - 45 ELL TO SPECIFIED DEPTH 5GH. 40 PVG REDUCING MALE ADAPTER REGTANOULAR VALVE BOX. BRAND LID WITH CONTROLLER 4 STATION #. REFER TO TECHNICAL SPECIFICATIONS. CENTER BOX OVER ASSEMBLY. _ FIN15H GRADE 4" - --- PROVIDE 12" CONTINUOUS COILS OF ALL "MAINTENANCE" 5PARE CONTROL/COMMON WIRING WITHIN VALVE BOX PVG BALL VALVE - FIPTxFIPT El EGTRIG CONTROL VALVE 3/4" CRUSHED GRAVEL SUMP - FILL BOX TO BOTTOM OF VALVE BODY 5GH. 80 PVG NIPPLE - LENGTH A5 REQUIRED -®+ SERVICE TEE - SOLVENT WELD OR OA5KETED FITTING - REFER TO SPECIFICATIONS CONTROL WIRE BUNDLE NOTE: DIAMETERS OF BALL VALVES, PVG FITTINGS AND NIPPLES SHALL EQUAL ELEGTRIG CONTROL VALVE DIAMETER. VALVE BOXES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO ADJAGENT 51PEWALK5 AND HARD SURFACES WHERE APPLICABLE. APPLY TEFLON TAPE TO ALL MALE THREADED FITTIN65 AND THREADED NIPPLES. ELECTRIC N VALVE 24V - PVC Lateral syste m s Know what's below. Irrigation Consulting & Water Management Call before you dig. 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU o: 303.980.5327 www.hydrosystemskdi.com DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. ■ - M ilk ■ - ------ IIIIIII • U -j CD UCD N W W ® H CL ®Q U W lI.- J W CO o O 0. Q ti LIJ U) Q =) (n ILJ U D p = O J 11JOfWQ 0 a- W (0 2 ® (o ®MQ C L (J N N 0 0 0 (0 N N N J J IJ� '',.. o � m ® % 0 Z M d7 J >_ "T N 0 J p 0 0) 0 00 0 00 M 6� gino U � � a)N O 0000 Q>� M00 5Q� aLL O ti 00 U (3 U M 0 0 Z W W J F— O a LL J O 0 ZUJI LL a 0 0. W 0 Q WN 0 F— Uj J W Z_ O LL LL O U O J LL co J00 W > :!t C) OC U W —1QWO 9 0 W W W F- W W z (9QpU- M 0 W 0 Z LL 00!'O ®JWI— f= '.DRAWN BY: Date: JLK 2020-04-21 Engineering No.: Scale:NTS E-20-006 Sheet No.: 4631928 09/21/2020 04.04 PM Page 23 of 25 PAVED SURFACE CURB AND GUTTER (IF APPLICABLE) 36" MIN. 12" MIN. ROUGH GRADE z__j 1 -++ 2" PVG PIPE SLEEVE MARKER - INSTALL AT BOTH ENDS OF EACH SLEEVE LOCATION AND EXTEND AT LEAST 3' ABOVE GRADE. SPRAY EXPOSED PORTION OF MARKER WITH 24" MIN. GREEN FLUORESCENT PAINT. REMOVE AT FINAL INSTALL. p, G u B SEAL ENDS OF SLEEVE WITH CLOTH DUCT TAPE (TYPICAL) NOTE: PVC, OR HDPE SLEEVIN& (TYPICAL) • ALL SLEEVE MATERIAL PER IRRIGATION SGHEDULE, SIZE A5 NOTED ON PLAN. • INSTALL SLEEVES IN 51DE-BY-51DE CONFIGURATION WHERE MULTIPLE 5LEEVE5 ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT STACK 5LEEVE5 VERTICALLY. • CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A "V" IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE GRO551146. • SLEEVING THROUGH OR UNDER RETAINING WALL5, PLANTER WALL5, POND LINING, OR WATER DUALITY AREAS SHALL BE COORDINATED WITH GIVIL WORK AT APPROXIMATE LOCATIONS 5HOWN. • AN INDIVIDUAL SLEEVE SHALL CONTAIN NO MORE THAN ONE PIPE OR WIRE BUNDLE. IRRIGATION SLEEVING FINISH GRADE PVC 5GH. 40 ELL PVC SGH. SO NIPPLE 24" COILED WIRE WATERPROOF SPLICE JUMBO VALVE BOX - BRAND BOX LID W/ CONTROLLER AND STATION NUMBER - REFER TO TECHNICAL SPECIFICATIONS. 12" POP-UP SPRAY HEAD WITH CHECK VALVE, GL05EP NOZZLE, PURPLE GAP d 5WIN6 PIPE (ZONE OPERATIONAL INDICATOR) DRIP VALVE ASSEMBLY (SEE SCHEDULE) VALVE SIZE MIPTxIN5. PVG ADAPTER STAINLESS STEEL WORM &EAR OR PINCH CLAMP INSERT TEE WITH CLAMPS VALVE 51ZE POLY PIPING - 5WEEP TO 5PEGIFIED DEPTH 5" MIN. DEPTH 3/4" WASHED GRAVEL LINE 51ZE PVC_ BALL VALVE NOTE INSTALL A55EMBLY TO REST ON &RAVEL SUMP. CONTAIN ENTIRE ASSEMBLY WITHIN BOX. NO VALVE BOX EXTEN51ON5 WILL BE ACCEPTED. PROVIDE 5"-4" CLEARANCE BETWEEN TOP OF CONTROL VALVE 50LENOIP AND BOTTOM OF VALVE BOX LID. TOP OF VALVE BOX TO BE FLUSH WITH FIN15H &RAPE. VALVE BOX SHALL NOT REST ON DRIP TUBING. DRIP VALVE IT PLANTING BAGKFILL POLY DRIP TUBING PLANT ROOTBALL EMITTER - STAKE TC ROOTBALL EMITTER MIGRO-TUB MAXIMUM LENGTH PLAN DOWN 4:1(+)-5LOPE SET BOTTOM OF GAP AT GRADE CURB d GUTTER, 51DEWALK OR HARD SURFACE WHERE APPLICABLE POP-UP SPRAY HEAD Y2" MALEXBARB ELL Y2" DIA. POLYETHYLENE SWING PIPE (4 L.F. MAXIMUM LENGTH) Y2" MALEXBARB ADAPTER PVG LATERAL 5WIN6 W/ LINE 51ZExY2" 5LIPXFIPT FITTING NOTE: • SET HEAD PERPENDICULAR TO FINISH GRADE. • APPLY TEFLON TAPE TO MALE PVG THREADED FITTINGS. • DOUBLE CLAMP 1Y2" d 2" DIAMETER FITTINGS. PLAN FLUSH VALVE PLANT MATERIAL INDICATOR HEAD PLANTER BED WALL OR EDGER DISTANCES VARY: CONTRACTOR SHALL LOCATE FLUSH VALVE BOX TO BE SCREENED BY PLANT MATERIAL AND ACCESSIBLE. OPERATIONAL INDICATOR SHALL BE LOCATED FOR EASY V151BILITY DURING OPERATION POLY PIPE FROM r; V • • -, • SET LIP AT FINISHED GRADE CURB AND GUTTER, 51DEWALK OR HARD SURFACE WHERE APPLICABLE GEAR DRIVEN ROTOR Y2"X3/4" BARBXMALE ELL Y2" PIA. POLYETHYLENE SWING PIPE (4 L.F. MAXIMUM LENGTH) Y2" MALEXBARB ADAPTER PVC LATERAL PIPING W/ LINE 51ZExY2" 5LIPXFIPT FITTING SET HEAD PERPENDICULAR TO FINISH GRADE GEAR DRIVEN ROTOR SEGTION 0 oO 00 0 O0 o °° o 12" POP-UP SPRAY HEAD WITH CHECK VALVE, &PH &DFN INDICATOR NOZZLE, d 5WIN6 PIPE (ZONE OPERATIONAL INDICATOR) 10" ROUND VALVE BOX WITH COVER - BRAND "DE" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. �t FIN15H GRADE 3/4" PVG BALL VALVE WITH 3/4' PVG IN5xMIPT ADAPTER AND 5.5. CLAMP 3/4" DRIP TUBING - GOIL SUFFICIENT LENGTH IN BOX TO EXTEND HOSE ADAPTER OUTSIDE OF VALVE BOX. EXHAUST HEADER '' (J , o 0 0 OR DRIP LATERAL O 3/4" WASHED RIVER ROCK SUMP (1 T'I►�iTl_T1 PLANT MATERIAL EMITTER - REFER TO SCHEDULE FOR EMITTER QUANTITY. REFER TO SPECIFICATIONS FOR MANUFACTURER AND MODEL NUMBER. MULCH LAYER EMITTER MIGRO-TUBING 4"-6" PLANT SIZE 1 - 2 GALLON MATERIAL EMITTER FLOW RATE 0.5 6PH EMITTER QTY. AT MULCHED BED LOCATIONS ONE EACH EMITTER QTY. AT NATIVE SEED LOCATIONS ONE EACH 5 GALLON MATERIAL 0.5 6PH TWO EACH TWO EACH 1Y2" CALIPER TREE 1.0 GPH THREE EACH FOUR EACH 2" CALIPER TREE 1.0 GPH FOUR EACH 51X EACH 2Y" CALIPER TREE 1.0 GPH SIX EACH EIGHT EACH 3" CALIPER TREE 1.0 GPH EIGHT EACH TEN EACH 5Y2' CALIPER TREE 1.0 GPH NINE EACH ELEVEN EACH 4" CALIPER TREE 1.0 GPH TEN EACH TWELVE EACH 6 FT. CONIFEROUS TREE 1.0 6PH FOUR EACH SIX EACH 5 FT. CONIFEROUS TREE 1.0 GPH SIX EACH NINE EACH 10 FT. CONIFEROUS TREE 1.0 GPH EI6HT EACH TWELVE EACH 12 FT. CONIFEROUS TREE 1.0 6PH TEN EACH FOURTEEN EACH TIME 02 V A W-L POLY DRIP TUBIN& - RE: TECHNICAL 51"EGIFIGATION5 6" 10 GAUGE JUTE STAKE OR SECTION APPROVED EQUAL NOTES: • INSTALL EMITTERS ON OPP051NG SIDES OF ROOTBALL. THREE OR MORE EMITTERS SHALL BE EQUALLY SPACED AROUND ROOT BALL. • EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND A MAXIMUM OF 2". • FLUSH ALL LINES THOROUGHLY, INCLUDIN& EMITTER MICRO-TUBIN& PRIOR TO EMITTER INSTALLATION. • IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDE OF ROOT BALL. • EMITTERS SHALL BE SELF-FLU5HIN&, PRE55URE GOMPEN5ATIN6-TYPE UNLESS NOTED OTHERWI5E WITHIN TECHNICAL SPECIFICATIONS. • DRIP VALVE ZONES ARE DE51&NED TO ACCOUNT FOR DIFFERENCES IN PLANT REQUIREMENTS (HYDROZONE5) AND SUN EXPOSURE. o CONTRACTOR SHALL ENSURE HYDROZONE5 ARE VALVED SEPARATELY AS SHOWN ON PLAN. o SITE CONDITIONS MAY DICTATE THAT MULTIPLE SUN EXPOSURES ARE VALVED •• TOGETHER DURING THE DE516N PROCESS. CONTRACTOR SHALL ADJUST EMITTER SCHEDULE AS FOLLOWS: 0o EMITTER QUANTITIE5 SHALL REMAIN THE SAME BUT EMITTER 6ALLONA6E5 SHALL BE DOUBLED FOR PLANTS WITH SOUTH AND WEST EXPOSURES. EMITTER QUANTITIE5 AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FOR PLANTS WITH NORTH AND EAST EXPOSURES. •o PLANTIN&5 WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN-TIMES AND CONTRACTOR SHALL ADJUST 50HEDULIN6 ACCORDINGLY. ®, GU. FT.) DEFLECT TUBIN& TO PERMIT ENTRY THROUGH BOTTOM OF VALVE BOX. INSERT TEE WITH CLAMPS Know what's below. Cali before you dig. CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Irrigation Consulting & Water Management 860 Tabor Street, Suite 200 Lakewood, Colorado 80401 o: 303.980.5327 www.hydrosystemskdi.com • • .. , I no ilk I I] a � �M 14 ��IN I •'' ilk • 1 ■ V � 1A _ • .1 ' /__, � vaj 10 • 1 1 _ • c� _r O (6O 04 W W U) p ®Q W Z D ti W pip o O �- O W Z W W U—U W Qp0 U p _0_j W W W Q Oda � � Z ®coW� M Q o0 0 ® N N N J J C Q O ro m 4� m 2 U) U N Q 0 ® ?CLOU 0 _M N C) N J O 0) � Q M 00 M 0 W� gin U (0 1-- U>-0 M0000 N 8 O 1­ 00 U tU CD p Z W F-O 11 LL O OU F- Lu LL � � O Q. W W F- WN U7 W W Z — LL O 1 U z Z U' U Z ® Q � �00 W > U U L L I dpw -I�OUZO 9 p W U) W WI=-W W � z LL OWO Z J F- D i LL 0 F- OJ a c/) DRAWN BY: Date: JLK 2020-04-21 Engineering No.: Scale:NTS E-20-006 'Sheet No.: 4631928 09/21/2020 04.04 PM Page 24 of 25 TA 4XI 9 am LOT 8, OAK MEADOWS VILLAGE SITUATED IN THE SW 1/4 OF SECTION 6, T.2N., R.67W. OF THE 6TH P.M. TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO SHEET 22 OF 23 ------ III uminaire Schedule 0.2 � I 1 0•0.4 1.0 12.1 72.4 3 2.9 1.5 0.7 0 10. 1 Symbol My Label Description Lum. Watts!, Total Wafts Lum. Lumens, LTR2-1-UNV-50-15-6R-C-WH 6" L-Trim Sol_@ 15.5W I 15701m 15000K i 5.47 130.94 1563 n� 3 QDXLE1-120-50-UNVx-x-5-x-x(B2B) Dorado XLE 150001m 115W 277-480V 5000K 5M Ldr(W4 684 15102 J 0,2 .5 *11. 3 3.4 4.31 5.4 23 0.9 0.2 4781 7 WPR3-40W-T4-5000K 1258.3 "e al 31_4q_W_L M2 Lumens 5000K Bronze 36.9 RD200-200-INC-WHT RD200-200-INC-WHT 300 11800 4841 5 *11. 2 12.6 10. 2 2,8 3.6 1.9 .9 4 10. 2 1 Calculation Summar GRADE - Calculation 06'infs 10'x 10' _y_@ pe Uni Max Min Avg]Min Max/Min Avg 102.00 • un Illuminance Fe 2.23 0.1 22.30 0 0 0 6 _To 'P. 8 "0.4 10. 2 10.2 Label CalcTy ts d Planar 0 2 0. 5 1.0 1 . 7 1,6 2 . 0 1 . 5 0 0.3 0.5 1.2 2.2 2.1 2.7 1.7 '0.9 0.2 A 0.3 0.6 1.5 3.4 4. 53 2.4 1.1 0.3 a ­a ......... 0 0.4 7 18 17 3. 4.3 12.8 3 0.3 21, 4 (-)7 C 16. 7 6.6 �6.3 6.9 5.9 6.2 5.4 2.6 11.2 0.3 1 ....... .. 7 1.6 1 3.5 6.3 5.9 6.2 0.4 2�8 E 1 . 12. 1 13. 1 13.4 13. 7 *4. 0 4.4 4.2 *4. 3 14.3 13. 8 13. 6 0.4 6 2 4.2 X/ 1 1,2 .9 .6 0.5 . . .... 0­ �.6 .0.9 1 . - 12 -2 .2.4 1 2 . I 1 10 'a,, '' /-�' 1 7 03 3 1.6 1.8 .1 .2 2.4 24 24 25 5 2.4 2.2 1 6 0.3 0.5 0.7 1.0 1.4 1.7 2.1 2,3 2.3 2.3 2.3 2.3 2.4 2.5 12.4 12.2 1.9 t6 *1,4 1. 2 1.0 V7 10. 6 Z' ........ . . .... ....... 1.5 % .......... . . . . . . . . . . . . . ................... . .......... *3 D. 5 0.7 1 .6 2.3 3,0 .4 2.9 3,0 3.4 7 5 3.0 2.4 2.0 1.7 1.5 1.3 1 0.8 3 1 1 3 3 3 3 0 .3 'Rf'? . . . . . . . . . . ............ ......... ........................... . ..... .. ........... E", ............ 0 1 2 3 5 5 5 4 3 5 6 2 22.0. . ............ ................................. fl 3 5 0.8 .3 .2 .4 1 .0 1 .6 .4 .4 1 .9 *4.3 1 .4 1 .1 15.8 *4.6 13.4 12. 7 1 .4 1 .3 1.7 *1.3 . ....... . / ........... """ ...... . . . . . . ` . ........ .. ... .... .............................. 0.3 0,5 0.9 1� 1.5 23 14.7 16.7 "7A, 7.1 5.8 4.9 15.5 7.3 a7.5 7.3 6.2 4.4 3.6 �1 3.9 3.6 1.9 2.0 nin ............. 0.63 20 . ... .. . .... \ . ..... .6.0 .5.1 .5.7 - 1 05.5 1 1 .7 *10 6 0.5 O�9 1,6 2.8 5.0 8 �7.Y 7.4 7 . 6 7.5 03 1, 6.5 4.8 4�1 6;3 6�O ......... ............ nm 111113.7 1**1 0.3 -0.5 0.8 1.4 12.4 4.1 5.9 6.4 6.3 4.9 4.2 4.7 6.1 6.7 6.6 5.4 4.6 5. 1 6.9 7. 2 T0 �.Il -0.37 .................. . ��m . ... • 16 MH: 20 .............. ................ I I 14�0 13.9 13.3 13. 1 13.2 '3,8 4 4 q �.O •13.6 )6.9 . .... 0.7 1,11 '1. 7 2.6 3.6 3 1 *4 16.6 0.2 0.4 7.1 ��c ............. zn� .2 .2 8 3,7 3 0.19 . .. ... .......... .... ... . ......... "1111.11 ............. ; . ........ 1 ii 1.6 2 0,2 10. 4 10. 5 0 ).9 02.2 12.2 1 .1 2,0 2.1 2,3 12.4 2.5 2,5 2.8 3.5 4.9 15.8 5.6 A 2.7 ... ............ . ......... .. - - ---------- ........ . .... ............... 1 0 10. 7 0.9 1.1 1 1.3 1.3 1.3 1.3 1.4 1.5 1.6 1.7 1.9 2.3 2 1 13 0 6 1.8 2 .3 0 0.5 3 9 3.3 .2 4 -0.079 *0 0.8 A .8 05 0.7 0 0 10. 8 10. 9 00.9 0 01.1 0 . 2 -00.2 0.3 0.4 0.6 .6 1 12 1.4 1.6 11 1.7 i.5 1.1 .. .................... I ................. ", . . . ..... • 0 --0.023 I 1 10. 3 10, 3 10. 4 10. 4 10. 5 10. 5 10. 5 1 .5 1 .5 10.6 1 .6 10. 7 1 .8 00.9 1 .9 .0 0 A 8 0.7 D.2 0.2 0.1 0.2 0 0 0 0 0 1 0 .. ............. '0. 1 0.1 0.2 .2 0.2 0.2 .3 0.3 0.3 0.3 0.3 0.4 00.4 0.4 oo.4 0.5 0.5 0.5 b.5 0.5 11.5 0.4 0 1 1 0 0 0 V) UJ DG -Firestone (Rega13 Goose).AGI Date-.6126/2020 Project Name: Custom Prepared For: Dollar General Page 1 of 2 Completed By: Lal 0 Layout designs are based on information provided by the client and are only to be used as USLED recommendations for luminaire placement. Determination of luminaire application within existing or new field conditions is the responsibility of the engineer and/or architect. The illumination level calculations within this layout are of those luminaires that have been laboratory tested under controlled conditions in accordance with Illuminating Engineering Society standard practices. Performance of any USLED luminaire may vary based on any varying field conditions. Unless otherwise 1 noted, calculations do not include landscaping, buildings, curbs, or any other architectural elements which may alter the results. FOLL FREE xs www.usled.com 713.972.9191 713.972.9393 1 AX Always the Right Choice! a 0 Illuminance (Fc) DG -Firestone (Regal3 Goose).AGI Date:6/26/2020 1i Project Name- Custom Prepared For: Dollar General Page 2 of Completed By: Lapp I Layout designs are based on information provided by the client and are only to be used as USLED i I recommendations for h iminnina nlnrameant r)sntorminntinn nf It iminnina nnnlirnflnn Within ovi0inri nr new field conditions I The illumination level tested under contri• Performance of any L noted, calculations dc may alter the results. - I'OLL FREE 713.972.9191 713.972.9393 FAX DOLLAR GENERAL FIRESTONE PHOTOMETRIC PLAN NAME OF APPLICATION DOLLAR GENERAL FIRESTONE TYPE OF SUBMITTAL FDP FILING PHASE NO. N/A PREPARATION DATE: 2020-04-21 REVISION DATE: ®1 REVISION DATE: 7® REVISION DATE: ---- REVISION DATE: SHEET 22 OF 23 0 �O 0 z E 0 0 a) 0 0 0 U 00 a) U) 0 wQ ICY") ozot 0 CU U LU C6 a) CY) CV) 01 (n C) Cf) M 0 C) :3 r M Cl) ei a) a. U. rJ ac r z ems. Q) > W iu 2 C.0® W U 2 LIJ a CrJ .' w �to 3: 0 z UJ :E �- 0 0 z z W 2 0 J 0 UJ z LU _J Li z z 0 LL 0 LL-1 W W (D (f) z z 0 LL LLI :) -J 0 0 LU > (0 Lj z 0 U) 0 0 UJ < 3: UJ W f- UJ Z UJ a �e < C) LL W 0 UJ 0 J ai� z 0, 0 0 L 0 0E- hoot No.: 22 OF 23 4631928 09/21/2020 04.04 PM Page 25 of 25 CL N L E 0 Always the Right Choice! DoradoXLE Outdoor LED Area/Site Luminaire 8 x a Key Features • Easy installation by one person in the field. • Full cutoff to eliminate forward/upward light. Slip fitter, pole mount, or trunnion mount options available. 3 Type III or Type V distributions available. • Flux options available range from 13,000 to 38,000 lumens. • Industry leading 10-Year warranty. Electrical • 120-277V or 277-480V available. • 0-1OVdimming standard. • 1GIN surge protection standard. • System power factor >90% and THD <20%. • Photocell/motion sensor options available. • Operating temperature: -30"C to +40°C (-30°F to +104'F) Mounting • Slip fitter, pole mount, or trunnion mounting options available. 3 Construction • Robust die-cast aluminum protects integral components from harsh environments and optimizes thermal managerent. • Housing is protected by a corrosion resistant powder coat finish. • Standard dark bronze finish. Custom colors available by request. • IP66 rated enclosure prevents intrusion front environmental elements that could degrade performance. Optics • Precision molded optics available in Type III P YP or Type V distributions. • Industry leading LEDs with 3000K, 4000K, and 5000K CCT (minimum 70 CRI). • Lumen Maintenance >152,000 hours (1-70)' Warranty • Backed by US LED's Industry leading 10-year warranty. Product Perfornnance tsumnlary • . Up to 38,000 lumens Up to 136 LPW >_ 70 CRI : • 3000K, 4000K & 5000K > ' 10-Year Warranty Product Overview For exterior pole and area lighting applications in new construction or retrofit opportunities, US LED brings the DoradoXLE. The DoradoXLE offers an array of options to accommodate any pole or area lighting requirement, including an assortment of light distributions, mounting methods and lunninaire finishes. The DoradoXLE is designed to be oriented either vertical or horizontal, thus Increasing its adaptability and functionality on any project. Product Applications • Auto Dealerships MaIVRetail Areas • Parking Lots Commercial Exteriors • Educational Facilities Industrial Facilities • Business Campuses Security Areas Recreational Areas Site Pathway Areas Product Certifications/Approvals ETL Listed for US & Canada. • Complies with UL1598 and CSA C22.2. • DLC Premium Listed. Suitable for Wet Locations. IP66 Rated Enclosure. • Roi Compliant. %ea Intcrtek r®it V clkll GO Example: Cry?xLF lO0-50-UM7L-t-3-N-Z5 Ordering lnfOrlYtatlQn anti t mounting eni g ll f I QDXLEi ---- �I Z5 - r m WE= RIM 100 10OW 30 3000K UNA 120 277V 1 Bronze' 3 Type 3 N No Sensor DYSt Slip fitter Mount 1 Bronze � for 2 3/e" hound 120 120W 40 4000K Hour 277-480V 2 White' 9 Tyree InPhotocell Tenon 2 White ISO 15oW 50 50001 Dri Alin Mount - Flat 200 200W Di Round Pole Adapter for 4" Pole 250 250W Di Trunnion Mount 300 300W I. US LED product'LiletnsS toter only to the LED 1 our eNhe. ou We power scarce, end she Lased ou the ILuminal.ng Em -1,g Society s War Pld dell Lumen Manlenance aelhoci at a 25' C / 77' F orb":enl temper u-, 11'e I;(t oe y hi to be a guide for expected LED daa,adaf on and not a v..vra,ty a pced'ctrvc of Cher cWlu .:o IAr-h -1 be .1.tod by h'bont tempel-les, and other factora. 2. Q,sta.n colo a aeaesblo 11hen quest. 3. Ncuhr, nchd -d in the f-Mare 1 ng. 4 DYPA W.-nt t+rx,rchasM xth DYFt _- - CHEi m- ,stgd IWfi 97_2,9In I 1 nei e( e,,tort nL 012120 Due to continued product improve its, procuct spxa°cat ons ere sublscl to charge w':Ihout race Please cost-l1sled. U1 for the most t pdaled Pled ,xt specifications. 1 DoradoXLE Always the Right Choicer Outdoor LED Area/Site Luminaire Crirriensions PISA 4 RIM111 InkXel a L, 14 "it `0 ;11 :4 Always file Right Choice! QubePAK Regal 3 Architectural Outdoor LED Wall Pack Key Features • Modern LED replacement for traditional fluorescent or HID fixtures. Elegant yet rugged construction effortlessly integrates with existing architecture. • Adjustable, full -cutoff design with a tilt mechanism that allows for precise aiming • Night sky friendly: eliminates light pollution and minimizes glare. • Industry leading 10-Year warranty. Electrical • 120-277VAC. 0-1OV dimming standard.' • System power factor >90% and THD <20%. Photocell/motion sensor available. Operating temperature: -40"C to +40oC (-40"F to +104'F) Mounting • Luminaire is ready to be surface mounted Construction • Robust die-cast aluminum housing protects integral components from marsh environments and optimizes thermal management. • Housing Is protected by a corrosion resistant bronze powder coal finish. • IP65 rated enclosure prevents intrusion from environmental elements that could degrade performance. • Type II or Type IV optical distribution. • Industry leading LEDs with 3000K, 4000K, and 5000K CCT (minimum 70 CRI). • Lumen Maintenance: 100,000 hours (1-70) ' Warranty --- -- - ---- Backed by US LED's industry leading 10-year warranty. Product Perforrilance Surnmary Up to 14,007lumens Up to 142 LPW >_ 70 CRI aft�3000K, 4000K & 5000K Er xt x 10-Year Warranty Product Overview The QubePAK Regal 3 LED wall pack is designed to easily Integrate into any existing architecture and provide superior illumination. With two optical distributions, the QubePAK Regal 3 provides a complete site wide solution for commercial exterior applications. Its elegant aesthetics combined with first-class performance make it a popular choice with specifiers and lighting designers. Product Applications Perimeter Areas Educational Facilities Building Exteriors Business Campuses Security Lighting Industrial Facilities Wall Washing Mall/netail Exteriors • Parking Lots General Lighting Product Certifications/Approvals UL Listed • Complies with UL1598 and CSA C22.2 DLC Premium Listed Suitable for Wet Locations • IP65 Rated Enclosure • RoHS Compliant C LISTED OS E®� (R?t5 _ Example: WPR3-UNVL-37W-2-50-BZ I. US LED ,n)f,d til,Uea,',Dior ont• to Ills LED.'hle i x,l Itowv.,x vau ca andaa 1-1 w, the Il,n(i,,t E, i, Souel•3 TU2I f',u eclod L .n N'i, led nonwdor al a25'C/ I PF Iv,b:cl len.e,ul e. I S 9 g ,a { U H :, by ) 1 gr r P. 6n,ones a n sdely, to l to In n g klo Iw expected LED d<gradn an and not ax h n n,e, l' .f tholr ar1uM rfn,,Mph can b of xl l by amb onI 1 { :atilt a l oIt ee 1¢ctas. 2 31W mafal ie nond'enmabls. WPR3 w i am lBnG 972 9191 I t _ ry c 'd led _ t 032720 Due to continued product Ur -rue poducl 6pc -i c¢t ores one subt-cl to charge w,t10UI rw1,Ca. Plea„ e sil -used tom for t...... t updated ped-I spec aeons. 1 QubePAK RegaM Architectural Outdoor LED Wall Pack Dimension=_ H,1ti ) _ ED Always the Right Cholcol Models 100W-12OW-i50W (Side View) Models 10OW-12OW-15OW (Bottom View) 37W Model 58W Model 70-'100W Models = 12.9°(327mr1) ❑ I 7� �� �I 205Tom 201 ram 331 mm o❑' JDB o �e I Models 20OW-25OW-30OW (Side View) NAM nn� 100W/120W 10.5 lbs. (4.8kg) 1.70 15OW 10.5 lbs. (4.8kg) 2.24 20OW 13 lbs. (5.9kg) 2.24 250W/30OW 13 lbs. (5.9kg) 2.78 Models 2GOW-25OW-30OW (Bottom View) QDXLE7 led.com Ik366.972 97911 1 m ry eR' I_d 012420 D,.e to cool,uecr product rrrxova.Terls,product.prcicalone alesubject to Change Without riot ce Please vi_il -i for the most „pdated product spritications. 2 0 welml 21117*1112121:4N 165mm J [6.5"] t ( tii.a, t �fi d. 7it,'�t III ii� Gomm I a tit 11 d.,it i 1 „r-::1; I3.85"1 1 1r" I� v � 37W 2.87 lbs. (1.3kg) Performance Data WPR3 032720 s_. _.. 216mm 110111I,1r 1 d1i8�i{ )I 119mm B ; [4 3„1 I!#3111111 !.:l�lll�ta t,llillil. _....__. n- � r S 58W 4.63 lbs. (2.1 kg) _ 267mm [la5"J 124 ram a (4.88"J 41 dl I ill ---J 70-10OW _5.95 lbs. (2.7kg) WPR3-UNVL-37-X-XX-BZ 30GOK/4000W5OOOK 37.1W 4,701 Ira 126 LPW 100,000 Hours WPR3-UNVL-58-X-XX-BZ 3000K/4000W5OGOK 58AW 7,6951m 132 LPW 100,000 Hours WPR3-UNVL-70-X-XX-BZ 3000K/4000W5000K 71.8W 10,201 Im 142 LPW 100,000 Hours WPR3-UNVL-100-X-XX-BZ 3000K/4000W5OGOK 104.5W 14,007Im 134 LPW 100,000 Hours less-s7z slm l cuatomerae ce�nslad ten Due to cont'nr ed product lrrlpovemonls product speoftoabons a,I suh.t to change wit -out noti- Please visit tWnv. usled com:or the most updated prod,.et spec9cstions- 2 LSI ABOLITE® LED STANDARD DOME (RD) I 11 US patents D501684 & 05981162 & D581505 CN patent 2630873 and US & Intl, patents pending APPLICATIONS • Ambient Lighting and Accent Lighting. Interior or Exterior. PRODUCT HIGHLIGHTS • "Green" Energy -Saving - Reduces greenhouse gas emissions, slashes operating costs, extends life and eliminates costly lamp disposal involving mercury waste. • Lang Lasting Sparkle - LED light beam contains no heat, and no UV, which means degradation in color or quality of the product under display is minimized. - •Dramatically Lower Maintenance Costs • 60,000-hour LED source extends life 3 to 5 x times as compared to conventional HID sources, 30 times incandescent. • Integrated Power Supply -Built into fixture allowing RLM to be connected directly to line voltage. EXPECTED LIFE - Mimmum 60,000 hours to 100,000 hours depending upon the ambient temperature of the installation location. LEOS - Select high -brightness LEDs in Cool While (5000K), Neutral White (4000K), and Warm White (3500K) color temperature. 70 CRI CW 80 CRI NW and WW. REFLECTOR - Heavy duty spun galvanized steel Construction with polyester powder coat finish. LIGHT OUTPUT - With an input power of 11 watts: Cool White -1055 lumens (nominal), Neutral White - 870lumens (nominal), and Warm White - 800lumens (nominal). MOUNTING - Fixed hub tapped for 3/4" NPT conduit. Pre -wired with 96" leads. Not Symmetrical optics designed for uplight applications. ELECTRICAL. - Integral, surge protected power supply operates on 120-240 VAC (50/6OHz) input; no external power supplies required. DRIVER - State-of-the-art driver designed specifically for RLM fixtures provides unsurpassed system efficiency. Components are fully encased in potting material for DIMENSIONS moisture resistance. Driver complies with IEC and FCC standards. OPERATING TEMPERATURE - -40°C to +50°C (-40°F to +122°F). FINISH - Available in either architectural textured, high gloss or satin finish. WARRANTY - LSI LED fixtures car rya limited 5-year warranty, LISTING -Listed to U.S. and Canadian safety standards. Suitable for wet locations. - This product, or selected versions of this product, meet the standards listed helow. Please consultlac- -------- B --r l tory for your specific requirements. Prefix I1elght (A) Diameter B) Neck C) ARRA ow 1. f Fm'ry tampon well"iu�ea9n Weight ( ( (lbs./kg) RD10B 8-1/4` 210mm 12' 305mm 4.12'(114mm)12.5 1.13kgI RB 150 9-t12" 241mm 14' 356mm 4-12' 114mm 3.0 11 36kg) RD 200 10' 254mm 16'-(406mm 4.12" 114mm 35 LSi>g)_ RO 300 11' (279mm) 18' (457mm) 5" (127mm) 15 (1.591 Project Name Catalog 9 Also available in traditional tight sources l Fixture Type I 8/14/19 ©201D 1 LSI INDUSTRIES INC. LSI ABOLITE® LED STANDARD DOME (RD) LUMINAIRE ORDERING INFORMATION�+ �+ TYPICAL ORDER EXAMPLE: RD 2i00 rO UW LED UE MSV LDS96 WL It Prolix Le01s Color Temperature Light Source Input Voltage, Reflector Color Mounting RD 100 10 CW - Coal White(501 LED 120-240' MSV-Metallic Silver LOS96WL-Prewhad leads. For use with stem or no 150 NW- Neutral White 14000K) GWT-Gloss White bracket mounting in wet or indoor locations. RD 200 WW- Warm White (3500K) GBK-Gloss Black CA120W11T - 10' prewired white cord set and canopyr RD 3GO GnD-Gloss Red CA1208LK - 10' prewired black cord set and canopy GPT-Textured Graphite CA120WuTS -10' prewired white cord set and canopy BUS -Textured Rust with SWAG option' Sep -Satin Capper CA120OLKS - 10' prewired black cord set and canopy STO-Satin Turquoise with SWAG option' SVG-Satin Verde Green 'Fixture is net dimmable. 1- fixture will not operate on 27NAC (120-240 only). 2- Cordsels are damp location only. CANOPY ORDERING INFORMATION (Accessories are held installed) Description Order Number 3/4' 1�m)Tap Decorative Box Cover Aligner Gloss White BC60o3 GIAT 3/4'(1gram) Tap Round Box Cover Aligner Zinc __ _ _ BC585Z(NC 3/4'(19mm)Tap Square Box Cover Aligner -Zinc -- - -- BC585SOZINC -Standard BC600 finish Is Gloss White Powder; other FILM colors available, WIRE GUARD ORDERING INFORMATION (Accessories are hold Installed) Description Order Number 12' (3m) Convex Wire Guard Metallic Silver COG 12 MSV 14' (4m) Convex Wire Guard Metallic Silver COG 14_MSV _ W (4m) Convex Wire Guard - Metallic Silver Is, ( 5m) Convex Wire Guard- Metallic Silver _.. COG 16 MSV _ COG 18 MSV GOOSE NECK BRACKET ORDERING INFORMATION (Accessories are field Installed) Description Order Number 3/4' (19mm) Aluminum Gooseneck Bracket • Gloss White Go A 3 GWT 3/4'(19mm)Aluminum Gooseneck Bracket -Gloss White GBB3GWi _31T(19niAluminum Gooseneck Bracket -Gloss White GoC3GWT 3/4'(19mm) Aluminum Gooseneck Bracket -Gloss White 6803GWT 3/4' (19mm) Aluminum Gooseneck Bracket -Gloss White GB E 3 GWT - 3/4' (tgmm) Aluminum Gooseneck Bracket - Gloss White GB F3 GWT 3/4' (19mm) Aluminum Gooseneck Bracket - Gloss White - GB G 3 GWT 3/4' (19mm) Aluminum Gooseneck Bracket - Gloss White - GB IT 3 GWT 3/4' (19mm) Aluminum Gooseneck Bracket - Gloss White GB J 3 GWT 314' 19mm Aluminum Gooseneck Bracket - Gloss White ( ) GOK3GINT 3/4' (19mm) Aluminum Gooseneck Bracket Gloss White GB P 3 GWI _ 3/4' (19rnm) Aluminum Gooseneck Bracket - Gloss White GB U 3 GIVT - Standard Imish is Metallic Silver Powder; other BLM tnters available. WALL BRACKETS ORDERING INFORMATION (Accessories are field Installed) Description Older Number Contemporary Wall Bracket - Medium Gloss White _ CWBM 1 GWT _ CONDUIT SYSTEM ORDERING INFORMATION (Accessories are field installed) Description Order Number 3/0 T(tgmmx76mm Aluminum Stem -Gloss White _ ST 33 GWT 3/0 6'(lgmms152mm) Aluminum Stem -GlossWhde ST 63 GWT 3/4'x 12'(19mm x.4m) Aluminum Slam - Gloss White ST 123 GWT 3/01W(19mmx5m) Aluminum Stem- Gloss White SI 183 GWT -- Yi x 24'(19mmx.6m) Aluminum Stem Gloss White ST 243 GWT _ 3/4'x36'R9mmx Am Alumnnm Stem Gloss White ST 363 GWT -_ 3/4'x48'(19mmx 1.2m) Aluminum Stem -Gloss While ST 483 Gwr 3/4'x60'(19mmx15m)Aluminum Stem Gloss White - ST603GWIF 3/4' x 72' (19mmx 1 8mMIummum Stem Glass White _ -_ ST 72 3 GWT 3!4'(19mm)AIum, Stem Coupler - Gloss White COP3GWt _ Standard finish Is Glass White Powder, other HUM colors available. BfA Project Name Catalog d_ Contemporary Walt Bracket - Long - Gloss White CWBLI GWT Nostalgic Aluminum Wall Scroll Bracket - Goss White DWOI GWT BRACKETS -See Indoor section far detail on bracket sizes and shapes. - Standard finish is Gloss White Powder; colors available. - Designed for mounting to recessed 4" (102mm) octagon box (by others) Fixture Type t 8@209 2019 _..1 LSI INDUSTRIES INC. ■ • • ! , ■ • ■ • • 111111�■ MEMOWTJI ca _Jo 0 UJ W CL J N r W m N M } O W Z W V _ _J J W W r o W� M � Q N t { N N N ® N N N J J Q 0 CS`O Q m J 2 � V (^a Q o r LU tJ LU Z N E O O C � U > O O Q DD Q) N O .v > i- e% CD W O _ 00 M n k O =tin V _ UJJ N t0 N M M M M s- C M M M M a 4) IL EL K v+ O � w �> Ix VIX r rn Lu W 2 Pn o LU14O Q w ��Onn v� Z Z ~ out > r� V U 11 O f� Z W I - O MINIM Q. L- J F- 0 0 W M F_0 O 0 F- > N W W I- ® J CO Z 0 LL fV LL ♦- 0 W �W�rr�� ♦W� Z V VJ Z 0 W I- J O O W % � IL AIWA®I 0 (0 0 Iggigai Q = U) W W I- W :E , W W 0 Q LL LL Q0w0 Z r Op_O t,5U i earn. Uate: CMA, JB, JP 2020-04-21 Engineering No.: 'Scafe:N.A. E-20-o06 heet No.: