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Home My WebLink About21-62 Final Development Plan 19 & 26 Crossings Filing No 1 05-26-2021RESOLUTION N0.21-62 A RESOLUTION OF THE BOARD OF TRUSTEES OF THE TOWN OF FIRESTONE, COLORADO, APPROVING A FINAL DEVELOPMENT PLAN FOR CERTAIN REAL PROPERTY LOCATED WITHIN 19 & 26 CROSSINGS FILING NO. 1 WHEREAS, 19 & 26 LLC ("Applicant"), has submitted a proposed final development plan for the Property, entitled "Lot 2, 19 & 26 Crossings Filing No. 1" (the "Final Development Plan"); and WHEREAS, the Firestone Planning &Zoning Commission, after conducting a public hearing on the Final Development Plan on May 6, 2021 rendered a decision recommending approval of the Final Development Plan with five (5) conditions as more fully set forth in PC 21-05, dated May 6, 2021; and WHEREAS, after reviewing the record of the Planning &Zoning Commission public hearing, and after considering the testimony, evidence and argument presented at the Board of Trustees public hearing, the Board of Trustees finds the proposed Final Development Plan to be in substantial compliance with the technical requirements of the Town of Firestone subdivision and zoning ordinances. 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 &Zoning Commission's findings of fact in this case, as detailed in Resolution PC 21-05. Section 2. The above Recitals and Findings of the Board of Trustees are hereby incorporated into this resolution. Section 3. The Board of Trustees hereby approves the final development plan for Lot 2, 19 & 26 Crossings Filing No. 1, attached hereto as Exhibit A and incorporated herein by this reference, subject to and contingent upon compliance with the following conditions:. (a) Modify plans and application materials pursuant to comments of the Town Engineer set forth in memoranda dated January 19, 2020, to the Town's satisfaction. (b) Technical corrections to the Lot 2, 19 & 26 Crossing Filing No. 1 Final Development Plan shall be made to the Town's satisfaction. (c) Fee -in -lieu of Open Space Dedication in the pro-rata share amount of $55,200.00 shall be paid to the Town prior to the recordation of the Lot 2, 19 & 26 Crossings Filing No. 1 Final Development Plan. (d) The Town of Firestone has determined that the required CBT dedication to be: irrigation demand is 0.31 shares, and the domestic demand is 0.69 shares; a total of 1 share shall be transferred to the Town prior to the recordation of the FDP. (e) No grading permit shall be issued on Lot 2, 19 & 26 Crossings Filing No. 1 Final Development Plan until such time proof of payment has been made to United Power for the relocation of the power pole/equipment located within the northwest corner of Locust Street (WCR 19) and Zinnia Avenue (WCR26). Section 5. The Mayor and Town Clerlc are hereby authorized and directed to certify upon the Final Development Plan the Town's approval and acceptance thereof. The Town Clerk is hereby authorized and directed to file the Final Development Plan with Weld County Clerk and Recorder's office upon fulfillment of all conditions as indicated herein. Section 6. Unless otherwise extended by resolution of the Board of Trustees, the approval of the Final Development Plan shall be null and void if the conditions set forth in Section 3 are not complied with within one hundred and twenty (120) days of the date of this Resolution. PASSED AND ADOPTED this 26�' day of May, 2021. ATTEST: Koenig, T APPROVED AS William God c N�� G w U fix :O 2 o, bbi Sin8olar, Mayor Lot 2, 19 & zo Crossings riling No. 1 rinal Development Plan 3 0 w 0 U 0 0 N i 0 LL i 0 z Q 0 i CD z w w z z W i Cn z O ry U Q0 N 0 0 N i U w 0 ry n i cn W c� ry z Q 0 4702309 04/08/2021 08:13 AM Total Pages: 20 Rec Fee: $203.00 Carly Koppes - Clerk and Recorder, Weld County, CO 19&26, LLC DON STRAIN PO BOX 745 WINDSOR, CO 80550 PHONE: 970-289-0506 CONTACT DON STRAIN don.strain@swabbco.com 1 •' INTERMILL LAND SURVEYING, INC 1301 North Cleveland Avenue Loveland, Colorado 80537 P: (970) 669-0516 CONTACT: Steven John Stencel Colorado PLS 30462 EMAIL: intermill@gwestoffice.net ARCHITECT CHESLEY ALEXANDER 13719 WEST 59TH DRIVE ARVADA, COLORADO 80004 PHONE: (303) 988-9482 CONTACT: CHESLEY ALEXANDER EMAIL: c.alexander@q.com 19 &""' 26 CROSSINGS FILING NO. 1 1 LOT 1 1. PART . OF THE NE QUARTER . OF SECTION TOWNSHIP NORTH, RANGE l , THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN Z . 2) I HOMESTEAD AT r FIRESTONE SITE ANNEXATION NO. FIVE PLANNING/ENGINEERING f r PERMONTES GROUP RE 3965 105 S. SUNSET STREET, UNIT H I LOT B ,., .. . LONGMONT, CO 80501 PHONE: (720) 684-4981 RE 1311 - CONTACT: HICKEY LEYBA , LOT A mleyba@permontesgroup.com cf)I �� RE 3965 W II LOT A LU HOMESTEAD AT OCn Z 2824 FIRESTONE N RE 3122 LOT A ANNEXATION NO. ; FOUR LOT A ®T A UN RE 3122 .3LATTED Q UNPLATTED HI LOT B RE 2517 LOT A RE2517 2 LOT B z M FIRESTONE . 2 VICINITY MAP F=1000, BY SIGNING THIS FDP, THE OWNER ACKNOWLEDGES AND ACCEPTS ALL OF THE REQUIREMENTS AND INTENT SET FORTH HEREIN. Dp, 9 STRAIN, "EMBERMBER OF 19 AND 26, LLC., A COLORADO LIMITED LIABILITY COMPANY STATE OF COLORADO ) )SS COUNTY OF WELD ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS'95 DAY OF Fe &"UGk_ J 203 lI BY DON STRAIN, AS MEMBER OF 19 AND 26, LLC., A COLORADO LIMITED LIABILITY COMPANY WITNESS MY HAND AND OFFICIAL SEAL. NOTARY PUBLIC I I /tc/ /boa l MY COMMISSION EXPIRES S A N N 0 INJ e, R C K M E Y E NOTARY PUBLIC SiiATE OF COL AC, r' NOT I,,��ag a 7 APPROVED BY THE TOWN BOARD OF TRUSTEES OF THE TOWN OF FIRESTONE, COLORADO THIS Oath DAY OF 0 ("�® 20 Z� BY S RESO ION NOAA4e V1 . MAYOR QAFST: TOWIT CLERKN.- TOWN ENGINEER ACCEPTANCE BLOCK ALL WORK SHALL BE CONSTRUCTED TO TOWN OF FIRESTONE DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS. THIS DRAWING HAS BEEN REVIEWED AND FOUND TO BE IN GENERAL COMPLIANCE WITH THESE STANDARDS AND SPECIFICATIONS AND OTHER TOWN REQUIREMENTS. THE ENGINEERING DESIGN AND CONCEPT REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER WHOSE STAMP AND SIGNATURE APPEAR HEREON. ACCEPTED BY: TOWNf=NGINEER DATE SITE BOUNDARY LINE ROW OR PROPERTY LINE SECTION LINE CENTER LINE EASEMENT LINE CONTOURS SANITARY SEWER LINE SANITARY SERVICE LINE STORM DRAIN LINE WATER LINE WATER SERVICE LINE ELECTRIC LINE OVERHEAD ELEC LINE UNDERGROUND ELEC LINE GAS LINE TELEPHONE LINE OVERHEAD TEL LINE UNDERGROUND TEL LINE FIBER OPTIC LINE SANITARY MANHOLE STORM DRAIN MANHOLE DRAINAGE SWALE CURB & GUTTER BARB -WIRE FENCE CHAIN -LINK FENCE WOOD FENCE RR TRACKS TOP OF DETENTION POND EXISTING PROPOSED EXISTING PROPOSED SANITARY CLEANOUT n' co - - - STORM DRAIN INLET (TYPE "R") STORM DRAIN INLET (TYPE "C") - - WATER METER ------ ------ SUMP PIT — — 4685 — — 4685 4684 — — 4684 GATE VALVE C/ S/L FIRE HYDRANT SS DOWNSPOUT DRAIN G—] ss ELECTRIC TRANSFORMER W/L TELEPHONE PEDESTAL _ ❑T w/'- 'NS WS UTILITY POLE E LIGHT POLE (EXTERIOR LIGHTING)' - OHE SECTION CORNER GH UGE SURVEY MARKER/MONUMENT Oo Le G , T ASPHALT PAVING OH OHT � — UGT UGT GRAVEL DRIVE/ YARD STORAGE AREA _ _ — L_; =G FO - ..A& CONCRETE PAVEMENT . — RIPRAP x X BUILDING ' K // DETENTION POND AREA SEEDING HYDROMULCH AND RECLAIM STORAGE AREA/ EQUIPMENT, CONCRETE FORMS & SUPPLY STORAGE AREA (NATIVE GROUND) 20' CLEAR ZONE - NO PARKING OR STORAGE EQUIPMENT/ TRAILER PARKING AREA (NATIVE GROUND) DETAIUSECTION REFERENCE A DETAIL OR SECT # C16 SHEET # LEGAL DESCRIPTION: LOT 1 OF FINAL PLAT RECORDED ON 02 - 2A ' :I�, AT RECEPTION NO. "I 6 C AT THE OFFICE OF THE WELD COUNTY CLERK AND RECORDER, BEING LOCATED IN NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH P.M., TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO. SAID PARCEL CONTAINS 10.781 ACRES (469,616 SQUARE FEET) MORE OR LESS. BASIS OF BEARINGS: THE RECORD BEARING OF NORTH 00'00'00" EAST ON THE EAST LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 4-2-67 AS PER THE FINAL PLAT OF MOUNTAIN VISTAS TO THE TOWN OF FIRESTONE. NOTE: MONUMENTATION OF SAID LINE AS SHOWN HEREON. BENCHMARK INFORMATION: THE NORTHEAST CORNER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST MONUMENTED AS A 2" DIAMETER ALUMINUM CAP IN MONUMENT BOX. TOP OF CAP ELEVATION = 4885.81. CONTOUR INTERVAL =1 FOOT. SHEET INDEX SHEET NO. SHEET NAME SHEET INDEX C1 COVER SHEET 1 C2 TEXT NARRATIVE 2 C3 OVERALL SITE PLAN 3 C4 DETAILED SITE PLAN 4 Al BUILDING ELEVATIONS * 5 C5 UTILITY PLAN 6 C6 OVERALL GRADING & ER CONTROL PLAN 7 C7 OFFSITE GRADING & ER CONTROL PLAN 8 C8 DETAILED GRADING PLAN 9 C9 LOCUST ST. SWALE PROFILE & SECTIONS 10 C10 POND PROFILES & SECTIONS 11 C11 CIVIL DETAILS 12 C12 STOR ATER & ER CONTROL DETAILS 13 C13 UTILITY DETAILS 14 C14 DRAINAGE POND DETAILS 15 C15 LANDSCAPING PLAN 16 C16 LANDSCAPING DETAILS 17 11 IRRIGATION PLAN* 18 12 IRRIGATION DETAILS* 19 E1 SITE PHOTOMETRICS & LIGHTING DETAILS* 20 FIRESTONE INFORMATION BLOCK COVER SHEET Name of Submittal: SWABBCO Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: NIA Preparation Date: 2/6/2019 Revisions Date: 04/04/2019 Revisions Date: 9/25/2020 Revisions Date: 12/10/2020 Revisions Date: 1/4/2021 SHEET 1 of 2 C0 J J Q Q � w h H Z w � m 0] OU o C0 C0 Y Z U U � (~t) o 0 Q! co O ® >Z n > LL LL m O o cUn O F- H N N I— 9 O� W m co co m o 0 co Lj Q Q m m H r N N O N O O W N O O N Q Lj N N cM N N W of :2 Q7 T T � r vcN00 E U cli CD cC) Q 0, _ 0 -?E E CD o E.�50�: co o u3 E 0) O J T_ Z Z LL Z ZI- LU LLI Uj Cn � ® ® � LLI > > rW (0 N Uj 06 0 c- L.I_ O ® W J W w a w U) DESIGNED BY: ML DRAWN BY: SDW CHECKED BY: ML APPROVED BY: ML PROJECT NO.: 251.001 DATE: 2/6/2019 SCALE: AS SHOWN SHEET NO. SHEET 1 OF 20 m U 0 J 0 U I 0 z 0 I 0 N I U n 07 U a- rn 0 N N 0 N N w Q 0 0 J a - 0 0 ry W > 0 U 0 0 N a- 0 i z ry 0 c� z W W Z 0 z W cn Z cn cn 0 U N 0 0 N i U w 0 a- i V) w J L� c� z 3 Q ry 0 4702309 04/08/2021 08:13 AM Page 2 of 20 PROJECT CONCEPT LOT 1, 19 & 26 CROSSINGS WILL BE DEVELOPED INTO AN INDUSTRIAL USE INCOROPORATING AN OUTDOOR STORAGE YARD TO SUPPORT THE INDUSTRIAL BUSINESSES. THE LOT 1 FINAL DEVELOPMENT PLAN (FDP) DETAILS THE PROPOSED USE FOR LOT 1 AS AN INDUSTRIAL PROPERTY INCLUDING 10,000 SQUARE FOOT BUILDING AND 8.7-ACRE OUTDOOR STORAGE, TRUCK DOCK, WASH BAY, PARKING AREA, LANDSCAPING, AND DETENTION POND. THE ARCHITECTURE AND LANDSCAPING OF THE INDUSTRIAL BUILDING WILL COMPLEMENT THE AREA. SIMILARLY, THE LOCATION OF THE INDUSTRIAL OFFICE BUILDING WILL BRING NEW EMPLOYMENT TO THE NORTHERN BOUNDARY OF THE TOWN OF FIRESTONE, INCREASING BUSINESS DEVELOPMENT IN THE AREA. THE PROPOSED BUILDING WILL ENCOMPASS 6 TO 10 FULL TIME ADMINISTRATIVE OFFICE HELP AND 2 SHOP EMPLOYEES, REPAIRING AND MAINTAINING EQUIPEMENT, INCLUDING HEAVY TRUCKS. THE BUILDING WILL BE OPERATED DURING NORMAL BUSINESS HOURS OF 8AM TO 5PM. IT IS EXPECTED THAT 8 TO 12 EMPLOYEES WILL OCCUPY THE BUILDING ON A DAILY BASIS. THE ANTICIPATED ADDITIONAL EMPLOYEES AT THIS LOCATION ARE ANTICIPATED TO BE DRIVERS WHO ARE ONLY ON SITE TO GAIN ACCESS TO THE OUTDOOR STORAGE YARD. ACCESS TO THE STORAGE YARD WILL BE VIA GATED KEY ENTRY DURING DAYLIGHT HOURS ONLY. PRIVATE MAINTENANCE AND ENFORCEMENT DECLARATIONS OF EASEMENTS AND RESTRICTIONS WILL BE PROVIDED AS PART OF THE 19&26 CROSSINGS FINAL PLAT. DEVELOPMENT OF 19 & 26 CROSSINGS, FILING 1, LOT 1 WILL BE MAINTAINED BY THE OWNER OR THEIR ASSIGNS PURSUANT TO THE DECLARATIONS, THIS FDP AND THE TOWN OF FIRESTONE MUNICIPAL CODE. IT WILL BE THE OWNER'S OR THE OWNER'S ASSIGN RESPONSIBILITY TO ENSURE PROPERTY MAINTENANCE OF LOT 1. PARKS TRAILS AND OPEN SPACE NO PARK OR OPEN SPACE DEDICATIONS ARE PLANNED WITH THIS DEVELOPMENT. THE DECLARATIONS OF EASEMENTS AND RESTRICTIONS WILL BE PROVIDED AS PART OF THE 19&26 CROSSINGS FINAL PLAT. DRAINAGE REFER TO THE DRAINAGE REPORT BY PERMONTES GROUP, INC., WHICH IS FILED AS PART OF THE ODP AMENDMENT AND FINAL PLAT. THE GENERAL CONCEPT OF THE DRAINAGE DESIGN IS TO FOLLOW THE HISTORICAL FLOW PATTERNS. THE STORM DRAINAGE SYSTEM HAS BEEN DESIGNED IN CONFORMANCE WITH THE TOWN REQUIREMENTS. DEVELOPMENT WILL OCCUR ON LOT 1, WHICH IS 10.78 ACRES. APPROXIMATELY 3.5 ACRES WILL BE GRADED TO ACCOMMODATE PAVED AREAS, A BUILDING SITE, LANDSCAPING, AND GRASS SWALES. THE REMAINDER OF LOT 1 WILL BE AN OUTDOOR STORAGE YARD THAT WILL BE MINIMALLY GRADED. A COLLECTOR SWALE WILL BE LOCATED ALONG THE WESTERN PROPERTY LINE OF BOTH LOTS 1 AND 2, WHICH CONVEYS FLOWS NORTH AND INTO A DETENTION POND WITHIN OUTLOT A. THAT PORTION OF THE EXISTING CONCRETE DITCH LATERAL THAT PARALLELS THIS SITE WILL BE REMOVED. ACCESS TO THE SITE IS FROM THE EAST. THE ACCESS DRIVE WILL BE GRADED TO ACCOMMODATE A DRIVEWAY CULVERT AND A ROADSIDE SWALE WILL BE CREATED ALONG THE EAST PROPERTY LINE. RUNOFF FLOW PATTERNS WILL REMAIN UNCHANGED. SITE AND OFFSITE RUNOFF WILL BE DIRECTED TOWARDS THE POND. OFFSITE RUNOFF WILL BE RELEASE UNDETAINED WHILE SITE RUNOFF WILL BE RELEASED FROM THE POND AT HISTORICAL RATES. UTILITIES THE TOWN OF FIRESTONE IS THE WATER SERVICE PROVIDER FOR 19 & 26 CROSSINGS. THE LOT 1 FDP PROPOSES A NEW 1" WATER METER, FIRE SPRINKLER SYSTEM, AND SINGLE FIRE HYDRANT TO BE INSTALLED WITH THE DEVELOPMENT. THE FIRE HYDRANT AND WATER METER WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF FIRESTONE DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. THE SEWAGE DISPOSAL SYSTEM PROPOSED FOR THE PROPERTY IS AN INDIVIDUAL ONSITE SEPTIC SYSTEM. THE PROPOSED FIELD WILL BE LOCATED NORTHWEST OF THE PROPOSED BUILDING. THE SEWAGE DISPOSAL SYSTEM WILL BE PERMITTED BY WELD COUNTY HEALTH DEPARTMENT. THE OWNER OF 19 & 26 CROSSINGS FILING 1, LOT 1 WILL BE REQUIRED TO CONNECT TO THE ST VRAIN SANITATION DISTRICTS SEWER MAIN AT THE TIME IT IS EXTENDED WITHIN 400, OF THE DEVELOPMENT AT THE PROPERTY OWNER'S SOLE COST.TO THE DEVELOPMENT. THE SITE HAS ACCESS TO DRY UTILITIES LOCATED IN LOCUST STREET. PROPOSED LAND USE TABLE: BUILDING. SIDEWALK/ CONCRETE ROADBASE PAVEMENT LANDSCAPE 10,036 SF 4,471 SF (0.23 AC.) (0.10 AC.) 123,905 SF (2.84 AC.) 34,551 SF 46,841 SF (0.79 AC.) (1.08 AC.) 2.14% 0.95% 26.38% 7.36% 9.97% NATIVE GROUND 249,812 SF (5.74 AC.) 53.20% TOTAL SITE AREA: 469,616 SF 10.78 AC. 100.0% NOTE: THIS LAND USE TABLE'S AREAS ARE BASED ON THE CURRENT SCOPE OF CONSTRUCTION WORK (LOT 1 - WITH GRAVEL LOOP ROAD). 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN PARKING LOT 1 PARKING WILL BE SUFFICIENT FOR THE PUD-EC ZONING AS STATED IN THE TOWN OF FIRESTONE STANDARDS. PROPOSED PARKING: REGULAR PARKING SPACES: 20 SPACES HANDICAP PARKING SPACES: 2 SPACE TOTAL PROVIDED: 22 SPACES ARCHITECTURE THE ARCHITECTURAL INTENT OF LOT 1 WILL INCLUDE A SCHEME THAT WILL MAINTAIN CONSISTENCY IN CHARACTER AND DESIGN OR A COMPLEMENTARY LOOK OF THE SURROUNDING AREA. FENCE THE NORTHERN EDGE OF LOT 1 ALONG LOT 2 WILL BE FENCED WITH 6' HIGH CHAIN LINK FENCE WITH SLATS. A 20' WIDE EMERGENCY ACCESS GATE WILL BE INSTALLED IN THIS SECTION OF FENCING. THIS FENCING TYPE WILL ALSO RUN ALONG THE WESTERN AND SOUTHERN EDGES OF THE PROPERTY, UNTIL IT TRANSITIONS TO & HIGH WOOD FENCE ROUGHLY 300' FROM LOCUST STREET, CONTINUING ALONG THE SOUTHERN EDGE OF THE PROPERTY UNTIL ALIGNING WITH THE EASTERN CORNER OF THE BUILDING, TURNING NORTH TOWARDS THE BUILDING ACROSS THE EASEMENT. THE 6' HIGH WOOD FENCE WILL ALSO RUN THE LENGTH OF LOT 1 ALONG THE WESTERN AND SOUTHERN PROPERTY LINES OF LOT 2 BLOCK 1 OF MOUNTAIN VISTAS. FINALLY, A 6' HIGH CHAIN LINK WITH SLATS AND A SLIDING GATE WILL SEPARATE THE BUILDING SITE FROM THE OUTDOOR STORAGE AREA ON THE WESTERN BOUNDARY OF THE BUILDING SITE. nrTn n r+vn PRINCIPAL BUILDING SETBACKS SHALL BE AS STATED IN THE FIRESTONE DEVELOPMENT REGULATIONS OR AS APPROVED BY THE TOWN AS PART OF THE FUTURE FDP AMMENDMENT. BUILDING ADDRESS THE PHYSICAL ADDRESS FOR THE BUILDING SHALL BE: 11737 LOCUST STREET 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 = 0.80 SHARES DOMESTIC DEMAND = 2.51 SHARES A TOTAL OF 4 SHARES SHALL BE TRANSFERRED TO THE TOWN PRIOR TO THE ISSUANCE OF BUILDING PERMITS. ENVIRONMENTAL IMPACT MITIGATION THERE ARE NO OIL AND OR GAS WELLS AND OR APPURTENANCES AND NO NEW/ ADDITIONAL OIL OR GAS FACILITIES ARE PLANNED ON THIS SITE. THERE IS AN ABANDONED CONCRETE DITCH RUNNING ACROSS THE NE CORNER OF THE SITE AS REFERENCED "EXISTING CONCRETE SWALE" ON SHEET C3. STORM WATER DRAINAGE AND MANAGEMENT WILL BE DESIGNED PER THE TOWN OF FIRESTONE CRITERIA. U) J J Q Q W z H H m m OU 00 U) U)U Y o U cn cn z !2� � F O O0 9 O LL LL m w J H _ o _ o U Z w O J Lu Q o U m U m o 0 O 2 lL m m N N N CD CD0 N W N N O O N � N M I N I N W T T e N � N E 0 U N 7 0 2: Cc: 0 �LO _ o a 0 �o a U c cn o v6 E 0) O J LAND USES THE LAND USE FOR LOT 1, 19 & 26 CROSSINGS IS PER THE 19 & 26 CROSSINGS ODP AMDENDMENT, 0 FORMERLY KNOWN AS LOT 1, MOUNTAIN VISTAS. THE ZONING OF LOT 1 IS PUD WITH AN Z Z EMPOLYMENT CENTER (EC) LAND USE CATEGORY. J W DEVELOPMENT SCHEDULE U 0 0 Z ~ A BUILDING PERMIT APPLICATION IS PROJECTED TO BE SUBMITTED FOLLOWING APPROVAL OF THE J CU W 19&26 CROSSINGS FINAL PLAT AND LOT 1 FINAL DEVELOPMENT PLAN BY THE TOWN OF FIRESTONE. m U) CONSTRUCTION OF THE BUILDING IS PROJECTED WITHIN SIX (6) MONTHS OF THE BUILDING 0 0 APPROVAL. Q w W Z FENCING IS TO BE INSTALLED PRIOR TO ANY USE OF THE OUTDOOR STORAGE AREA. U > W ~ IF A CERTIFICATE OF OCCUPANCY IS NOT ISSUED FOR THIS FDP BY DECEMBER 31, 2022, THEN THIS (n (0 N 0 W w FDP IS NULL AND VOID. 06 J Z CONSTRUCTION START: THIRD QUARTER, 2020 0 LL SIGN PROGRAM o 0 W J 0 NO SIGNAGE WILL BE PRESENT ON THE PROJECT SITE. THIS FDP IS NOT REQUESTING ANY SIGN < H w J EASEMENT TO BE INCLUDED FOR LOT 1. ALL SIGNAGE MUST CONFORM TO THE FIRESTONE SIGN _ CODE. CONTROLS ONGOING MAINTENANCE OF THE DEVELOPMENT WILL BE THE RESPONSIBILITY OF THE LOT 1 OWNER OR THEIR ASSIGNS. DESIGNED BY: ML THE CONTRACTOR SHALL LOCATE AND VERIFYALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION FIRESTONE INFORMATION BLOCK TEXT NARRATIVE Name of Submittal: SWABBCO Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A Preparation Date: 2/6/2019 Revisions Date: 04/04/2019 Revisions Date: 9/25/2020 Revisions Date: 12/10/2020 Revisions Date: 1/4/2021 SHEET 2 of 20 DRAWN BY: I SDW CHECKED BY: I ML APPROVED BY: ML PROJECT NO.: 251.001 DATE: 2/6/2019 SCALE: AS SHOWN SHEET NO. C2 SHEET 2 OF 20 m 0 O J 0 U I 0 z 0 I 0 CD I 07 U z O V) g V) ry 0 M m Q 0 N 0 N 0 w Q 0 O J a- 0 0 z n W 0 0 N a- 0 0 0 z ry 0 / 0 z w w z z w �i cn U z in V) 0 U co N rn 0 0 N / cn U w O a- i Vi w J ry z Q 0 4702309 04/08/2021 08:13 AM Page 3 of 20 _BL_VD. (W. C.I OFFSITE IMPROVEMENTS LOCATION MAP (OUTLOT A DETENTION POND) 0 200' 400' SCALE: 1 " = 200' SITE SUMMARY TABLE 1. SITE AREA: 469,616 S.F. 100% (10.78 ACRES) 2. OUTDOOR STORAGE YARD: 351,626 S.F. 74.87% (8.11 AC) 3. BUILDING COVERAGE: COMMERCIAL: 10,036 S.F. 2.14% 4. BUILDING HEIGHT: 26-0" 5. PARKING AREAS: PARKING/DRIVE AISLES: 34,551 S.F. 7.36% SIDEWALK/CONCRETE: 4,471 S.F. 0.95% ROADBASE: 123,905 S.F. 26.38% NATIVE GROUND: 249,812 S.F. 53.20% TOTAL: 412,739 S.F. 87.89% 6. LANDSCAPING: NATIVE SEED: 42,780 SF 9.11% MULCH BED W/ DRIPLINE: 3,136 SF 0.67 % NON -IRRIGATED ROCK BED: 925 SF 0.19 % TOTAL: 46,841 SF 9.97 % 7. PROVIDED BUILDING SETBACKS: NORTH 101.55' SOUTH 37.45' WEST 823.88' EAST 81.00' 8. *PARKING PROVIDED: REGULAR PARKING SPACES: 18 SPACES HANDICAP PARKING SPACES: 2 SPACE TOTAL PROVIDED: 20 SPACES 1 PER 300 SF OF OFFICE SPACE - YIELDS 4 SPACES REQUIRED. 1 PER 750 SF OF WAREHOUSENEHICLE MAINTENANCE -ORIENTED - YIELDS 12 SPACES REQUIRED. SINCE THERE ARE 0-25 SPACES TOTAL - ONLY 1 HC SPACE REQUIRED (PERADA). THE ANTICIPATED NUMBER OF MAX. FULL-TIME EMPLOYEES IS 12. 16 SPACES TOTAL REQUIRED (INCLUDING 1 x HC) 0 ti 00 uP N V 0 0 0 0 J z 0 H ., U) a x W0 QO�co 0 c\2 IT, `- rxCDw UCO M QWC�6co aW a x 19 & 26 CROSSINGS FILING NO. 1 7 LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. , _ - GAS - - 10.87 ACRES GPS SWABBCO FINAL DEVELOPMENT PLAN 5 GPS 35WIDE WESTERN \ '� I• MIDSTREAM ACCESS GATE GPS II 30' DRAINAGE GP 20' WIDE EMERGENCY \ & UTILITY EASEMENT 6' HIGH PERIMETER GAS 30.0' TRACT A ACCESS GATE CHAIN LINK FENCE GAS / MOUNTAIN VISTAS W/ SLATS (TYP.) / FOUND 1/2" REBAR (LENGTH UNKNOWN) cn "LS 5.0' DRAINAGE AND 0 �� PART) N9 2265.33'(MR) (NOT 09 S 89°59'09" E, 720.24'(M) _ -WITH 1" DIA. RED PLASTIC CAP STAMPED 16116" 1111111111 UTILITY EASEMENT 30 ROW DEDICATION I 89 9' E, G '4 .56' P 6' HIGH PERIMETER - - - - - \ \ CORNER OF CHAIN LINK FOUND 1/2" REBAR UNKNOWN) RZONE lN0 PpRK� \ \ \ \\ \\ \ 11 \ \\ JERSEY BARRIERS (34 10' L x 23" W) CHAIN LINK FENCE (LENGTH 30' C�EAORS�ORAGEI \ \ \ \ 1 SEE CDOT M-606-14 DETAIL W/ SLATS (TYP.) SEE - - - - - \ \ D WOOD FENCE T WITH 1" DIA. RED PLASTIC CAP STAMPED "LS 16116" (- 5 \ 1 1) Ann C00 \ 1 \ \ \ \ \ \ \ 1 \ 1 1 1 1 f1AII/ III IrlAll Irl \ I ULc PARKING AREA (NO PARKING \ \ \ \ 1 1 \ \ 1 1 \ \1 11 \ 1 47 SPACES OR STORAGE) - /\ \ \ \ \ \ 1\ 1 \ 1\ \ 1 11 1 \ 30' PETROLEUM PIPELINE ESMT (REC# 1758665) \ 1 � I 1 SUPPORT EQUIPMENT, CONCRETE FORMS & SUPPLY STORAGE AREA 30.0' DRAINAGE AND UTILITY EASEMENT 12' WIDE X 50' LONG LOTI 19 & 26 CROSSINGS FILING 1 10.78 ACRES 469,617± SQ. FT. OUTDOOR STORAGE AREA 8.83 ACRES - - TRUCK PLUG-IN AREA - - 20' WIDE X 100' LONG (APPROX. 10 VEHICLES) EQUIPMENT PARKING AREA cn - w _ 35 SPACES 9' WIDE X 20' LONG APPROXIMATE DRIVE AREA o �_ (APPROXIMATELY) 2.60 ACRES (ROADBASE) - - I GRAVEL PLACED UNDER - - - INITIAL SCOPE OF PROJECT i - - � CONSTRUCTION SWALE C - - / \ BACK IN TRAILER PARKING AREA 35 SPACES - - 15WIDE X 40' LONG r - 20' CLEAR ZONE L - � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7-/� �llti - I 10' DRAINAGE &UTILITY EASEMENT ,-20' CLEAR ZONE BUFFER - NO PARKING OR STORAGE FOUND 1/2" REBAR (LENGTH UNKNOWN) WITH 1" DIA. RED PLASTIC CAP STAMPED "LS 16116" SITE PLAN NOTES: 1. SEE DETAIL SHEETS C11 THROUGH C14 FOR SITE DETAILS. 2. ALL ASPHALT AND CONCRETE DEPTHS AND MATERIALS SHALL BE PER THE RECOMMENDATIONS GIVEN BY GEOTECHNICAL ENGINEERING REPORT. 3. REFER TO LIGHTING & SIGNAGE DETAIL SHEET E1 FOR LIGHTING DETAILS. 4. ROADBASE: 30% OF STORAGE AREA TO BE DONE WITH CURRENT SCOPE OF CONSTRUCTION. THE REMAINING 70% WILL BE DONE IN THE FUTURE. 5. STORAGE YARD SCREENING TO INCLUDE 6' HIGH CHAIN LINK FENCE WITH BEIGE SLATS. 6. ALL OFF -SITE IMPROVEMENT AND DEMOLITION WILL ONLY BE DONE AFTER OBTAINING PERMISSION FROM APPROPRIATE PARTIES. 7. NO FENCE POSTS ARE TO BE INSTALLED WITHIN 30' PETROLEUM PIPELINE EASEMENT REC # 1758665. 6' HIGH WOOD PRIVACY FENCE START HERE 6' HIGH PERIMETER CHAIN LINK FENCE W/ SLATS (TYP.) 50'± x 100'± LEACH FIELD & SEPTIC SYSTEM (BY OTHERS) x x- PROPOSED 35WIDE ROLLING GATE S 89°28'35" E, 985.20'(M) S89030'37"E 985.57'(R) 6' HIGH WOOD 6' HIGH PERIMETER CHAIN LINK FENCE W/ SLATS (TYP.) PRIVACY FENCE START HERE STORAGE YARD LEGEND EQUIPMENT, CONCRETE FORMS & NON IRRIGATED ROCK BED SUPPLY STORAGE AREA/PARKING AREA (NATIVE GROUND) YARD STORAGE AREA/ GRAVEL MULCH BED DRIVE AREA (ROADBASE) (BARK MULCH: 3" THICK), TOTAL ROADBASE = 2.84 ACRES WITH DRIPLINE 20' CLEAR ZONE - NO DETENTION POND & PARKING OR STORAGE SWALE AREA SEEDING CIRCULATION DIRECTION - - - LOT 2 BLOCK 1 MOUNTAIN VISTAS - - - REC. NO. 3577173 - - LAND USE: FIRESTONE R-A o w Q = (NOT A PART) I ,o O LO - - 6' HIGH WOOD 6' N - 6' - rn O O PRIVACY FENCE � - - - N LO C N - - � O = O o O Io C/) 0 O o 0 o EXISTING OVERHEAD z - - - - C) c, POWER POLE - - - z (TYP.) 8' UTILITY EASEMENT N 53°03'23" E, 75.07'(M) - - - 6' HIGH WOOD PRIVACY - - - FOUND 1/2" REBAR FENCE END HERE (LENGTH UNKNOWN) REBAR SET 1/2" (16" LONG) WITH 1" DIA. RED PLASTIC CAP STAMPED "LS 16116" WITH 1" DIA. RED PLASTIC CAP "LS I ' STAMPED 30462" 8' UTILITY N90°00'00"W 265.32'(R) EASEMENT SWALE B ^' S 89°58'15" E, 265.09'(M) (.�,�,,,,, APB BE$pa 10' DRAINAGE & - UTILITY EASEMENT I I 4.00' 101.5' SETBACK Q 0 60' ROW 81.0' SETBACK L ®; < 20.00' PROPOSED I _ram o� C' % UTILITY EASEMENT:` LID Zo N ILd �® 0 � O 11737 LOCUST ST CD34.88 o O� - PROPOSED �20' PROPosED o BUILDING UTILITY EASEMENT c O 10,036 SF a z 10' DRAINAGE & UTILITY EASEMENT EQUIPMENT WASH C9 38.0' SETBACK 6' HIGH WOOD PRIVACY FENCE END HERE FOUND 1/2" REBAR (LENGTH UNKNOWN) WITH 1" DIA. RED PLASTIC CAP STAMPED "LS 16116" FOUND 1/2" REBAR PARCEL 131104100001 (LENGTH UNKNOWN) ZIRK ROBERT WITH 2" ALUM. CAP , 11671 WCR 19 STAMPED "LS 9644" UNPLATTED WC (AG) EXISTING TELEPHONE PEDESTAL E 1/4 CORNER SEC 4-2-67 FOUND 3/4" REBAR (LENGTH UNKNOWN) WITH 2-1/2" DIA. ALUM. CAP IN MONUMENT BOX MARKED: SWALE A W [�; I PARCEL 131103000034 WEAKLAND DARREN E� 11708 WCR 19 UNPLATTED WC (RESIDENTIAL) EXISTING r DRIVEWAY PROPOSED PIPE i 1 EXISTING CONCRETE SWALE (TO BE REMOVED) r- EXISTING I DRIVEWAY U) w z J Q J Q OU 00 u u Y �O U z OLL cn cn lL o U 0 m J � H _j Q _ o � _ o � w o Z O U m U m o 0 LL m m O N N N o O N N O _ O N H O � M N N W X cl F �J z 47 d j j� T e T N CO r, E 0 U 00 7 `r--' ALL - 4-1 = C 0 o a m 0 m c C6 E o, O J V_ 0 Z_ Z J_ LL _J Z U O(f)Z� J J J Z w w U) U) N �S Q O w J J � U w cfl N Q ; 06 _j p � Z 0 LL LL LL W � W J ~ � O J w w a. W DESIGNED BY: ML DRAWN BY: SDW CHECKED BY: ML FIRESTONE INFORMATION BLOCK " OVERALL SITE PLAN APPROVED BY: ML PROJECT NO.: 251.001 Name of Submittal: SWABBCO Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A DATE: 2/6/2019 0 5I 100, IPreparation Date: 2/6/2019 SCALE: AS SHOWN Revisions Date: 04/04/2019 SCALE: 1 50' " = Revisions Date: 9/25/2020 SHEET NO. Revisions Date: 12/10/2020 THE CONTRACTOR SHALL LOCATE AND Revisions Date: 1/4/2021 C3 VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION 3 20 SHEET of SHEET 3 OF 20 m 0 0 J 0 U I 0 z 0 I 0 N I U n m U z 0 ry _ 0 M m Q 0 m N 0 N 0 n w Q 0 0 J a- c� 0 z n w cn 0 0 N 0 cn U z ry 0 i 0 z w w z c� z w i cn U z in cn 0 U N rn 0 0 N i cn U w 0 a- i cn w J U z ry Q 0 4702309 04/08/2021 08.13 AM Page 4 of 20 U) Q 0 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN LOT 2 BLOCK 1 8' UTILITY MOUNTAIN VISTAS EASEMENT REC. NO. 3577173 LAND USE: FIRESTONE R-A N90°00'00"W 265.32'(R) 7A (NOT A PART) ° S 89°58'15" E, 265.09'(M) >ve�"°"`° 8' WIDE UTILITY EASEMENT I 39.8' SETBACK PROPOSED SWALE B 3 15 12 �J 32.02' SITE PLAN FLAG NOTES c� Q HANDICAP RAMP Cl �2 HANDICAP PARKING WITH SIGNS 3 C1 �3 6" VERTICAL CURB & GUTTER C� C1 ® 6' CONCRETE SIDEWALK Q LIGHT POLE - SEE SITE PHOTOMETRICS DRAWING © EXTERIOR WALL LIGHT - SEE SITE PHOTOMETRICS DRAWING Q PERIMETER FENCING -BARB WIRE 7A 6' HIGH WOOD PRIVACY FENCE 73.50' L13 4.00' CONCRETE PAN LANDSCAPE BERM PROPOSED SWALE B - 4.00' S 15 L10 L7 3 10' DRAINAGE & i • ---r • • T • r •i • --r 7= r UTILITY EASEMENT I• I 17.58' � �' 9.00' f I9 1 - 101.51 SETBACK c� 26.00' 25.00' 38.0' SETBACK L5 18.00' . 25.50' rn U L18� PARCEL 131104100001 ZIRK ROBERT 11671 WCR 19 FOUND 1/2" REBAR (LENGTH UNKNOWN; UNPLATTED WC (AG) WITH 1" DIA. RED PLASTIC CAP STAMPED "LS 16116' FOUND 1/2" REBAR ® ASPHALT PAVEMENT 16 14'x13' CONCRETE PAD 25 TRANSITION FROM CURB & GUTTER TO EDGE OF ASPHALT (LENGTH UNKNOWN) WITH ALUM �9 SERVICE YARD / ACCESS SWING GATE 17 4'x4' CONCRETE PAD 26 BOLLARDS (TYP.) - TWO PER UNIT STAMPED "LS 9644" LOCATED ON EACH SIDE OF ROLL -UP DOORS C1 PROPOSED 15.0' TEMPORARY _ 10 ACCESS MAN DOOR (TYP.) 18 13'x10' CONCRETE PAD - SEE ARCH. PLANS CONSTRUCTION ESMT 27 4' CONCRETE PAN 11 LANDSCAPE ISLAND - SEE C15 LANDSCAPING PLAN 19 40'x14' EQUIPMENT WASH W/ DRAIN - SEE ARCH. PLANS C1 22 28 48' LF - 14" x 23" HERCP (STORM LINE A) W/FES N 00°02'48" E, 51.39'(M) 12 12.67'x11.33" TRASH ENCLOSURE (W/ 2 STEEL GATES &CONCRETE PAD) SEE ARCHITECTURAL PLANS 20 PROPOSED OIL WATER SEPARATOR (GREASE INTERCEPTOR) C1 29 6' CONCRETE PAN C1 13 14'W X 16'H OVERHEAD SLIDING DOOR 21 ROOF DRAIN 30 ACCESS TO OUTDOOR STORAGE AREA (ROAD BASE) N 89°28'35" W, 15.00'(M)- 14 8'Wx10'H OVERHEAD SLIDING DOOR 22 EXISTING TREES TO BE REMOVED 31 20' PROPOSED EXCLUSIVE WATER EASEMENT 15 2' & 4' CURB CUT 23 OUTDOOR STORAGE AREA 32 4'X8' COVERED CONCRETE PAD C1 (ROAD BASE) (PROPANE STORAGE AREA) 24 TYPE L RIPRAP - SHEET C7 - OVERALL GRADING PLAN 33 STEEL STAIR FOR DIRECT YARD ACCESS 24 24 FLOW LINE/ EDGE OF ASPHALT LINE TABLE LINE # LENGTH DIRECTION START POINT (N,E) END POINT (N,E) L1 40.00 N00°00'00"E (3223.02, 4934.73) (3263.02, 4934.73) L2 25.04 NO3°26'01 "W (3263.02, 4934.73) (3288.02, 4933.23) L3 18.00 N00°00'00"E (3288.02, 4933.23) (3306.02, 4933.23) L4 65.43 N00°00'00"E (3333.59, 4913.23) (3399.02, 4913.23) L5 23.29 N90 000'00''W (3423.52, 4888.73) (3423.52, 4865.44) L6 14.50 N00 00 00 E (3427.02, 4861.94) (3441.52, 4861.94) L7 44.50 N90°00'00"W (3441.52, 4861.94) (3441.52, 4817.44) L8 13.50 S00°00'00"E (3441.52, 4817.44) (3428.02, 4817.44) L9 13.50 N00°00'00"E (3428.02, 4808.44) (3441.52, 4808.44) L10 36.00 N90°00'00"W (3441.52, 4808.44) (3441.52, 4772.44) L11 15.00 S00°00'00"E (3441.52, 4763.44) (3426.52, 4763.44) L12 76.77 N90°00'00"W (3423.52, 4757.71) (3423.52, 4680.94) L13 200.50 S00°00'00"E (3423.52, 4680.94) (3223.02, 4680.94) L14 283.42 N90°00'00"E (3223.02, 4680.94) (3223.02, 4964.36) L15 87.58 S00°15'03"E (3285.67, 4988.98) (3198.09, 4989.36) L16 4.35 N90°00'00"E (3263.02, 4959.73) (3263.02, 4964.09) L17 81.00 N00°00'00"E (3248.02, 4863.23) (3329.02, 4863.23) L18 20.25 N90°00'00"E (3329.02, 4863.23) (3329.02, 4883.48) L19 14.12 N89°56'04"W (3337.50, 4883.85) (3337.52, 4869.73) L20 52.00 N00°00'00"W (3337.52, 4869.73) (3389.52, 4869.73) L21 14.00 N90°00'00"E (3389.52, 4869.73) (3389.52, 4883.73) L22 18.29 N90°00'00"W (3397.52, 4883.73) (3397.52, 4865.44) L23 15.00 S00°00'00"E (3394.52, 4862.44) (3379.52, 4862.44) L24 45.00 N90°00'00"W (3379.52, 4862.44) (3379.52, 4817.44) L25 13.50 N00°00'00"E (3379.52, 4817.44) (3393.02, 4817.44) L26 4.03 S00°00'00"E (3393.02, 4808.44) (3388.98, 4808.44) L27 45.00 N90°00'00"W (3388.98, 4808.44) (3388.98, 4763.44) L28 4.03 N00°00'00"W (3388.98, 4763.44) (3393.02, 4763.44) L29 20.50 S00°00'00"E (3393.02, 4754.44) (3372.52, 4754.44) L30 28.50 N90°00'00"E (3372.52, 4754.44) (3372.52, 4782.94) L31 2.17 S00°00'00"E (3372.52, 4782.94) (3370.35, 4782.94) L32 10.00 S00°00'00"E (3370.35, 4782.94) (3360.35, 4782.94) L33 92.83 S00°00'00"W (3360.35, 4782.94) (3267.52, 4782.94) L34 40.42 N90°00'00"W (3267.52, 4782.94) (3267.52, 4742.52) L35 14.00 S00°00'00"E (3267.52, 4742.52) (3253.52, 4742.52) L36 40.42 S90°00'00"E (3253.52, 4742.52) (3253.52, 4782.94) L37 5.50 S00°0010011W (3253.52, 4782.94) (3248.02, 4782.94) L38 80.29 S90°00'00"E (3248.02, 4782.94) (3248.02, 4863.23) PROPOSED DEMOLITION FLAG NOTES SWALE 10 REMOVE 330 LF - 5' WIDE CONCRETE CHANNEL (2) EXISTING TREES TO BE REMOVED - 8 TREES TOTAL 00 • SECTION o LINE ( 2' SAW CUT EXISTING PAVEMENT FOR o CLEAN BREAK WITH NEW PAVEMENT - 88' L.F.± C11 START DEMOLITION OF CHANNEL ® EXISTING CULVERT TO BE REMOVED 05 EXISTING CULVERT TO REMAIN a I FLOW LINE/ EDGE OF ASPHALT CURB TABLE CURVE # RADIUS LENGTH DELTA STARTING POINT (N,E) END POINT (N,E) C1 24.00 30.13 71*55'12" (3306.02, 4933.23) (3328.83, 4916.68) C2 24.50 38.48 90*00,001, (3399.02, 4913.23) (3423.52, 4888.73) C3 3.50 5.50 90*00,001, (3427.02, 4861.94) (3423.52, 4865.44) C4 4.50 14.14 180°00'00" (3428.02, 4808.44) (3428.02, 4817.44) C5 3.00 4.71 90*00,001, (3423.52, 4760.44) (3426.52, 4763.44) C6 25.00 39.19 89°49'34" (3198.09, 4989.36) (3223.02, 4964.36) C7 25.00 36.92 84°36'45" (3263.02, 4964.09) (3285.67, 4988.98) C8 24.50 38.48 90*00,001, (3288.02, 4933.73) (3263.52, 4958.23) C9 4.25 13.06 176°11'31" (3329.02, 4883.48) (3337.50, 4883.85) C10 4.00 12.57 180°00'00" (3389.52, 4883.73) (3397.52, 4883.73) C11 4.50 14.14 180°00'00" (3393.02, 4817.44) (3393.02, 4808.44) C12 4.50 14.14 180°00'00" (3393.02, 4763.44) (3393.02, 4754.44) N 0 20' 40' SCALE: 1 " = 20' THE CONTRACTOR SHALL LOCATE AND VERIFYALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION FIRESTONE INFORMATION BLOCK DETAILED SITE PLAN Name of Submittal: SWABBCO Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A Preparation Date: 2/6/2019 Revisions Date: 04/04/2019 Revisions Date: 9/25/2020 Revisions Date: 12/10/2020 Revisions Date: 1/4/2021 SHEET 4 of 20 U) W z J Q H J Q H OU 00 m u m u Y 00 U z O cn LL cn !2� � o F U O m J H J Q o o w o Z O U m Too m 0 lL = m m N O N N O N O N O N LO O - O N W P O � M N N W p F r iLL6 J • j j� T 'e T N CO N00 C CD FZJ= c 0 o a CO CDO U 0 U) c c6 o, O J V_ 0 Z Z J_ J IL Z 1 0- a J U O(Dz� J U Z U) 2 P c� m O 0- 0 U) C) 06 Q w W U) U II J N < 0S d7 J Q C) Z 0 LL L.L LL 0 W � W J ~ � O J w w w a. _ U) DESIGNED BY: ML DRAWN BY: SDW CHECKED BY: ML APPROVED BY: ML PROJECT NO.: 251.001 DATE: 2/6/2019 SCALE: AS SHOWN SHEET NO. C4 SHEET 4 OF 20 4702309 04/08/2021 08.13 AM Page 5 of 20 • • • r r D 51 M TRASH ENCLOSURE 5IDE ELEVATION METAL CA NOPIE5, O.H. DOOR CASING, RAKE TRIM, GUTTERS, CORNER TRIM, DOWN5POM TO BE PRE-RNI5HED STEEL - COLOR : KYNAR 300 BURNISHED SLATE BURNISHED SLATE PAINTED STEEL GATES MI G'TGCI 11/1G'TG TRASH ENCL05URE FRONT ELEVATION SCALE: 1 /4' 1'-0' SCALE: 1 /4' m 1'-0' 5OUTH ELEVATION SCA U : 1 /8' w 11-0' LQ N 19 & 26 CROSSINGS FI LING NO. 17 LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 87 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN 4 12 is;1 dp 4 � APPLIED STONE LINTEL LIGHT GRAY 2 METAL. CAJ O.H. DOOR C RAKE TRIM CORNER TRIM, TO N ME -MI COLOR: K` BURNISHED GLAr55 : GRAY TINT SET IN NAT FA�E55UM 5ILL : ARI5TONE W5POlt EQUAL PRE -FINISHED RIBBED STEEL AREA CUTOFF 3 SIDING - WALL PACKS, COLOR: KYNAR 300 TYP. --1 POLAR WHITE ROLLING DOOR — COLOR: KYNAR 300 BURNISHED SLATE WEST ELEVATION 5CA U . 1 /8' = 1'-0' EA5T ELEVATION 5CALZ : 1 /8 - , -0 4 PRE -FINISHED RIIBBBED STEEL COLOR: KYNAR 300 BURNISHED SLATE © v SLATS -- r BURNISHED CANOPYOVER DOOR.5 AND IIOWNWINDOWS AS = �!IIII■■I■■I■I■I■I■.II■I■I■I■I■I■IIII� �`. IIIII �' �II II■I■I■I■I■I■I■I■I■I■I■I■I■I■I■II II��' 111010101111 THIN STONE VENEER- • • Mae COBBLE YARD RCCE55 - NORTH ELEVATION PAINT BURNISHED SLATE SCALE: 1 /8' = 1'-0' BURNISHED SLATE RIBBED METAL CANOPY OVER DOORS AND WINDOWS AS SHOWN, TYP. GRAY TINT SET M NATURAL ALUMINUM FRAMES, SECOND FL. 11'� I10 -TOPE. O 1 N o U v S U � s ca Z A Q o � o I W Q o Q. O N o 0 Y N W OL 00 r N N cp � M � � L o � 0 U `-� CO a- 7 0 1D 00 -1--1 O c o9 �c � Q o� ) =o `� E J CND Z c Z O U W } da LU _ CA < � 5 z � w Q Q Z LL- DE5IGNED BY: CHECKED BY: FIRESTONE INFORMATION BLOCK 5ULDING EL.EVATION5 APPROVED BY: Name of Submittal: 19 i 26 CR055ING5 PROJECT NO.: Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A DATE: Preparation Date: 02/06/2019 50ALE: Revisions Date: 04/25/2019 CDA CDA CDA CDA 18342 02/06/2019 Revisions Date: 06/ 16/2019 SHEET NO. Revi5ion5 Date: 12/ 10/2020 Revisions Date: 1 /4/2021 A I SHEET 5 of 20 SHEET 5 OF 20 m 0 0 J 0 U I 0 z 0 I 0 N I U n m U 0 0 J_ 0 0 N a- 0 i U z ry 0 i 0 z w w z cD z w �i i cn U z in cn 0 U 0 N 0 O N i cn U w 0 a- i cn w J L� U z ry Q 0 4702309 04/08/2021 08:13 AM Page 6 of 20 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN WATER LINE CONSTRUCTION NOTES: 1. REFER TO SHEET C13 FOR WATERLINE DETAILS. 2. ALL NEW VALVES AND FITTINGS TO BE INSTALLED SHALL HAVE MECHANICAL JOINTS WITH JOINT RESTRAINTS AND SHALL BE WRAPPED WITH 8 MIL POLYETHYLENE. ALL NEW FITTINGS TO BE INSTALLED SHALL BE DUCTILE IRON FITTINGS. 3. ALL VALVES TO BE MECHANICALLY RESTRAINED OR INSTALLED WITH FOSTERADAPTER COUPLINGS TO ELIMINATE THE NEED FOR LONG SPOOL PIPE PIECES BETWEEN FITTINGS AND VALVES. 4. ALL NEW PVC WATER LINES TO BE INSTALLED SHALL CONFORM TO AWWA C900 AND C905, DR18150 PSI PRESSURE CLASS. ALL WATER LINES SHALL BE INSTALLED WITH TRACER WIRE OF A MINIMUM OR 14 GA., INSULATED WIRE. 5. ALL BACKFILL SHALL BE COMPACTED PER TOWN OF FIRESTONE SPECIFICATION. THE TOWN WILL PROVIDE THE GEOTECHNICAL TESTING FIRM, AND THE CONTRACTOR SHALL COORDINATE TESTING. 6. ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER FROM FINISHED GRADE TO THE TOP OF PIPE OF 5 FEET. MAXIMUM COVER SHALL BE 6 FEET UNLESS APPROVED BY THE TOWN ENGINEER. FOUND 1/2" REBAR (LENGTH UNKNOWN)FOUND 1/2" REBAR J WITH 1" DIA. RED PLASTIC CAP STAMPED "LS 16116" (LENGTH UNKNOWN) WITH 2" ALUM. CAP STAMPED "LS 9644" PROPOSED 10.0' TEMPORARY CONSTRUCTION ESMT M Lu _v N O 0 O 0 z N 89*28'35" W, 15.00' WELD COUNTY ON -SITE WASTEWATER TREATMENT SYSTEM REGULATIONS (WELD COUNT CODE ORDINANCE 2013-13): 1. SEPTIC SYSTEM TO BE DESIGNED AND INSTALLED BY OTHERS. SEC. 30-8-10. - PERFORMANCE. *OWTS SHALL BE DESIGNED AND CONSTRUCTED TO ACHIEVE THE TREATMENT LEVEL SPECIFIED BY THE DESIGN. (WELD COUNTY CODE ORDINANCE 2013-13) SEC. 30-8-20. - RELIABILITY. OWTS SHALL BE DESIGNED AND CONSTRUCTED SUCH THAT EACH COMPONENT SHALL FUNCTION, WHEN INSTALLED AND OPERATED, IN A MANNER NOT ADVERSELY AFFECTED BY NORMAL OPERATING CONDITIONS, INCLUDING EROSION, CORROSION, VIBRATION, SHOCK, CLIMATIC CONDITIONS AND USUAL HOUSEHOLD CHEMICALS. EACH COMPONENT SHALL BE FREE OF NONFUNCTIONAL PROTRUSIONS OR SHARP EDGES OR OTHER HAZARDS, WHICH COULD CAUSE INJURY TO PERSONS, ANIMALS OR PROPERTIES. DESIGN SHALL BE SUCH AS TO EXCLUDE FLIES AND RODENTS AND OTHER VECTORS AND TO PREVENT THE CREATION OF NUISANCES AND PUBLIC HEALTH HAZARDS AND SHALL PROVIDE FOR EFFICIENT OPERATION AND MAINTENANCE. (WELD COUNTY CODE ORDINANCE 2013-13) SEC. 30-8-30. - ACCESSIBILITY FOR INSPECTION, MAINTENANCE AND SERVICING. A. SEPTIC TANKS SHALL HAVE RISERS OVER EACH ACCESS MANHOLE, AND ALL RISERS SHALL EXTEND TO OR ABOVE FINAL GRADE. B. EACH TREATMENT COMPONENT OF AN OWTS, OTHER THAN THE SEPTIC TANK AND SOIL TREATMENT AREA, SHALL BE EQUIPPED WITH ACCESS MANHOLES WITH RISERS THAT EXTEND TO OR ABOVE FINAL GRADE, LOCATED TO PERMIT PERIODIC PHYSICAL INSPECTION, COLLECTION AND TESTING OF SAMPLES AND MAINTENANCE OF ALL COMPONENTS AND COMPARTMENTS. C. RISER LIDS. EACH RISER LID BROUGHT TO THE SURFACE SHALL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIAL -HEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZED ACCESS. D. COMPONENTS THAT REQUIRE ACCESS FOR MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO, SUBMERGED BEARINGS, MOVING PARTS, PUMPS, SIPHONS, VALVES, TUBES, INTAKES, SLOTS, DISTRIBUTION BOXES, DROP BOXES, CLEANOUTS, EFFLUENT SCREENS, FILTERS, INLET AND OUTLET BAFFLES, AERATORS, TREATMENT EQUIPMENT AND OTHER DEVICES. E. COMPONENTS SHALL BE DESIGNED AND CONSTRUCTED SO THAT, WHEN INSTALLED, THEY SHALL BE EASILY MAINTAINED, SAMPLED AND SERVICED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. EASY PHYSICAL ACCESS TO TREATMENT COMPONENTS BY MAINTENANCE PERSONNEL AND EQUIPMENT SHALL BE PROVIDED. SEC. 30-9-40. - PIPE STANDARDS AND BEDDING REQUIREMENTS. A. PIPE STANDARDS. 1. ALL WASTEWATER LINES USED IN AN OWTS SHALL BE CONSTRUCTED OF COMPATIBLE PIPE, PRIMER, BONDING AGENT AND FITTINGS. 2. WHERE UNPERFORATED PLASTIC PIPE AND FITTINGS ARE USED FOR GRAVITY FLOW, THE MINIMUM WALL THICKNESS OF THE PIPE SHALL CONFORM TO ASTM STANDARD D 3034 OR EQUIVALENT OR GREATER STRENGTH. SCHEDULE 40 PIPE IS PREFERRED. 3. PERFORATED DISTRIBUTION PIPE SURROUNDED BY ROCK WITHIN A SOIL TREATMENT AREA SHALL HAVE A MINIMUM WALL THICKNESS AND PERFORATIONS CONFORMING TO ASTM STANDARD D 2729 OR EQUIVALENT OR GREATER STRENGTH. CORRUGATED POLYETHYLENE PIPE WITH SMOOTH INTERIOR THAT MEETS ASTM F405 OR AASHTO M252 SPECIFICATIONS OR EQUIVALENT MAY BE USED. 4. SCHEDULE 40 OR PIPE OF EQUIVALENT OR GREATER STRENGTH SHALL BE USED FOR THE PLACEMENT OF PIPING UNDER DRIVEWAYS OR ROADWAYS AND IN INSTANCES WHERE SEWER LINE SETBACK DISTANCES ARE GRANTED A VARIANCE FOR ANY REASON. 5. TILE PIPE, OPEN -JOINT PIPE AND CAST IRON PIPE MUST NOT BE USED IN AN OWTS. 6. PRESSURE PIPE MUST BE RATED FOR THE INTENDED USE TO ACCOMMODATE PUMP DISCHARGE PRESSURE. B. BEDDING. ALL SYSTEM PIPING, EXCEPT FOR DISTRIBUTION LATERALS WITHIN THE SOIL TREATMENT AREA, SHALL BE BEDDED WITH SELECT MATERIAL BEFORE FINAL INSPECTION BY THE DIVISION. SELECT BEDDING MATERIAL SHALL CONSIST OF LOOSE, GRANULAR MATERIAL FREE FROM STONES, CLODS, FROZEN SOIL OR OTHER DELETERIOUS MATERIAL. SELECT MATERIAL MAY CONSIST OF ON -SITE JOB -EXCAVATED OR IMPORTED MATERIAL. BEDDING MATERIAL MUST BE MECHANICALLY COMPACTED TO SUPPORT PIPING. C. PIPE IDENTIFICATION AND DATA MARKING MUST BE VISIBLE FOR THE PURPOSE OF INSPECTION BEFORE BACKFILLING. *OWTS MEAN S THE ON -SITE WASTEWATER TREATMENT SYSTEM UTILITY NOTES 1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UNDERGROUND UTILITY LINES BEFORE COMMENCING CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL CONFIRM ALL EXISTING UTILITY EASEMENTS AND THEIR APPLICABLE REGULATIONS PRIOR TO INITIATING CONSTRUCTION. 3. ALL CONSTRUCTION SHALL BE PERFORMED PER TOWN OF FIRESTONE CONSTRUCTION STANDARDS AND SPECIFICATIONS, AS WELL AS THE APPLICABLE UTILITY PROVIDER REQUIREMENTS. 4. THE BUILDING WILL INCLUDE A FIRE SPRINKLER SYSTEM BUILT TO APPLICABLE STANDARDS. 5. THE BUILDING LIGHTING SHALL BE AIMED AT THE BUILDING SO THAT LIGHT DOES NOT ILLUMINATE OFF THE SITE. 6. CONTRACTOR SHALL COORDINATE DRY UTILITIES WITH APPROPRIATE AGENCIES. 7. CONTRACTOR SHALL COORDINATE TRANSFORMER LOCATION AND CONNECTION WITH UNITED POWER 8. THE DEVELOPMENT PROPERTY IS CURRENTLY SERVED BY THE FOLLOWING UTILITY COMPANIES: POTABLE WATER - TOWN OF FIRESTONE VIA CENTRAL WELD COUNTY WATER DISTRICT ELECTRIC - UNITED POWER NATURAL GAS - BLACK HILL ENERGY TELEPHONE - CENTURY LINK 9. REFER TO SHEET C13 FOR WATER & SANITARY SEWER DETAILS. WATER METER TABLE QUANTITY SIZE I TYPE 1 1 1 COMMERCIAL THE CONTRACTOR SHALL LOCATE AND VERIFYALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION FIRESTONE INFORMATION BLOCK UTILITY PLAN Name of Submittal: SWABBCO Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A Preparation Date: 2/6/2019 Revisions Date: 04/04/2019 Revisions Date: 9/25/2020 Revisions Date: 12/10/2020 Revisions Date: 1/4/2021 SHEET 6 of 20 U) _J _J Q Q W z H H m m OU 00 u u Y U z U z � ° O O LL LL m J H _ o _ o U Z w O J Q o U m U m o 0 0 = LL m m N N N O N 0 W N N H C)LO N Q O N MIN IN W T T N � r, E 0 U N co 7 ALL - = Cc: o a 0 � O U c U) o v6 E rn O J V_ 0 Z Z J_ Q LL _j 1 n U O(Dz< J U) w N m O 0 0 Q w w J U w U) (c) N Q Z) 06 J d7 Q Z 0 LL LL LL 0 W � W J ~ � O J W W W U) DESIGNED BY: MIL DRAWN BY: SDW CHECKED BY: MIL APPROVED BY: MIL PROJECT NO.: 251.001 DATE: 2/6/2019 SCALE: AS SHOWN SHEET NO. C5 SHEET 6 OF 20 4702309 04/08/2021 08:13 AM Page 7 of 20 REFER TO SHEET C7 FOR CONTINUATION OF SWALE C'S PROPOSED GRADING (NORTH THRU LOT 2) STRAW WATTLES 100' SPACING (TYP.) s 20' D AGE & UTILITY EA EMENT EROSION CONTROL LEGEND SILT FENCE SF SF SF 1 C13 VEHICLE \ 7Tr+ D ®O C13 TRACKING PAD V 101� 0 ZD NOTE: VEHICLE TRACKING CONTROL (VTC) SHALL BE USED DURING ALL PHASES OF CONSTRUCTION AT CONTRACTOR'S AND TOWN OF FIRESTONE INSPECTOR'S DISCRETION. CONCRETE WASHOUT l� V V C13 STRAW WATTLE SW 4 �• • � C13 RRP o00 0000�� RIPRAP-OUTLET PROTECTION 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN SEE RIPRAP CHART C1 5 SEE RIPRAP CHART J RIPRAP DIMENSION TABLES FLAG NOTES PIPE/SWALE DESCRIPTION TYPE RIPRAP & THICKNESS WIDTH (FT) LENGTH (FT) A 14" x 23" ERCP (OUT) L-15" T 4 5 B 14" x 23" ERCP (IN) L-15" T 4 5 C 15" CMP (OUT) L-15" T 2 5 D 4' CURB CUT L-15" T 8 1.5 E END - 4' PAN L-15" T 8 1.5 F END - SWALE C L-18" T (BURIED) 15 78 G POND OUTLET PIPE L-18" T (BURIED) 3 5 H EMERG. SPILLWAY SECTION L-18" T (BURIED) 24 57 ^• OLUrEu �W_ U.0 io 10 D 15' TEMPORARY 9' UCTION EASE EENNT— NO EXISTING CULVERTS AT EXISTING DRIVEWAYS STRAW WATTLES 50' SPACING (TYP.) EXISTING 15" CMP INV OUT = 4914.46 GRADING NOTES: SITE GRADING: 1. ALL SPOT ELEVATIONS ARE TO FL UNLESS OTHERWISE SPECIFIED. 2. ADA PARKING SPACES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE AT ANY POINT. 3. THE PROPERTY IS OUTSIDE OF THE 100-YEAR FLOOD PLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP WELD COUNTY, COLORADO AND INCORPORATED AREAS, MAP NUMBER 08123C1895E, PANEL NO. 1895 OF 2250, EFFECTIVE JANUARY 20, 2016. 4. ALL EARTHWORK TO BE INSTALLED IN ACCORDANCE WITH RECOMMENDATIONS SPECIFIED IN THE SOILS REPORT, GEOTECHNICAL ENGINEERING REPORT, AND THE TOWN OF FIRESTONE STANDARDS. 5. ALL ASPHALT SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS SPECIFIED IN THE GEOTECHNICAL ENGINEERING REPORT. 6. COMPACT ALL FILL PER SOILS ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUND WATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUND WATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS. NO CONCRETE SHALL BE PLACED WHERE GROUND WATER IS VISIBLE OR UNTIL THE GROUND WATER TABLE HAS BEEN LOWERED BELOW THE IMPROVEMENTS. ANY UNSTABLE AREAS, AS A RESULT OF GROUND WATER, ENCOUNTERED DURING THE CONSTRUCTION OF THE IMPROVEMENTS SHALL BE STABILIZED AS AGREED UPON BY THE CONTRACTOR, THE TOWN, AND THE DESIGN ENGINEER AT THE TIME OF THEIR OCCURRENCE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION, AND REPAIR OF UTILITIES ENCOUNTERED DURING CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. CONTRACTOR SHALL CONTACT REPRESENTATIVES OF THE RESPECTIVE UTILITIES AND HAVE ALL UTILITIES FIELD LOCATED PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL LOCATIONS OF EXISTING STRUCTURES AND UTILITIES SHOWN ON THE DRAWINGS, TO ASCERTAIN WHETHER ANY STRUCTURES AND UTILITIES MAY EXIST, AND REPAIR AND/OR REPLACE ANY STRUCTURES AND/OR UTILITIES THAT ARE DAMAGED BY THE CONTRACTOR. 9. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS FROM THE GEOTECHNICAL REPORT.. 10. ALL FILL MATERIAL AND PLACEMENT OF FILL BELOW THE BUILDINGS TO BE REVIEWED AND APPROVED BY SOILS ENGINEER PRIOR TO/DURING PLACEMENT. COMPACTION TO BE IN ACCORDANCE WITH SOILS REPORT DESIGN STANDARDS. 11. ALL GRADES SHOWN ON THIS PLAN ARE TO FINISHED GRADE. 12. OVERLOT GRADING SHALL BE TO SUBGRADE OF THE BUILDINGS AND ASPHALT PARKING LOT. 13. FINAL FINISHED FLOOR ELEVATION SHALL NOT EXCEED MINIMUM FINISHED FLOOR ELEVATION BY MORE THAN TWO (2) FEET. SUBGRADE PREPARATION: ALL FILL PLACED BELOW PAVEMENTS SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM STANDARD PROCTOR DENSITY WITHIN ±2 PERCENT OF THE OPTIMUM MOISTURE CONTENT. IN CUT AND FILL AREAS, THE SUBGRADE SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES OR AS DESCRIBED IN THE APPROPRIATE OPTION, ADJUSTED TO NEAR OPTIMUM MOISTURE CONTENT AND RECOMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D698. PRIOR TO PLACEMENT OF THE PAVEMENT, THE SUBGRADE SHOULD BE PROOF ROLLED WITH A HEAVY, PNEUMATIC TIRED VEHICLE WHILE BEING OBSERVED BY THE GEOTECHNICAL ENGINEER. AREAS WHICH DEFORM UNDER WHEEL LOADS SHOULD BE REMOVED AND REPLACED. STREET CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN PREPARED BY A LICENSED CIVIL ENGINEER, A.T.S.S.A. (AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION) OR C.C.A. (COLORADO CONTRACTOR'S ASSOCIATION) CERTIFIED TRAFFIC TECHNICIAN FOR REVIEW AND APPROVAL BY THE TOWN ENGINEER PRIOR TO COMMENCEMENT OF ANY WORK. THE PLAN SHALL ACCOMMODATE TWO WAY TRAFFIC TO THE EXTENT POSSIBLE BETWEEN THE HOURS OF 8:00 AM AND 5:00 PM. TWO WAY TRAFFIC MUST BE RESTORED BETWEEN THE HOURS OF 5:00 PM AND 8:00 AM. TRAFFIC MAY BE REDUCED TO SINGLE LANE FOR SHORT PERIODS DURING THE DAY WITH APPROPRIATE FLAGGERS. TRAFFIC MAY BE STOPPED IN BOTH DIRECTIONS ONLY TO ALLOW CONSTRUCTION EQUIPMENT TO CROSS THE ROADWAY. TCS (TRAFFIC CONTROL SUPERVISOR) SHALL BE ON SITE AT ALL TIMES WHEN FLAG PERSONNEL ARE IN USE. UNSAFE TRAFFIC CONDITIONS AT THE TOWN'S DISCRETION SHALL WARRANT WORK STOPPAGE. 2. 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 TOWN BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN CONFORMANCE WITH THE TOWN OF FIRESTONE CURRENT STREET REPAIR REQUIREMENTS. PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. GRADING LEGEND: 4860 — — EXISTING MAJOR CONTOURS 4860 — — EXISTING MINOR CONTOURS — 4860 PROPOSED MAJOR CONTOURS — 4860 PROPOSED MINOR CONTOURS 1.5% FINISHED GRADE SLOPE FIRESTONE INFORMATION BLOCK U) J J Q Q W z H H m m OU 00 U U Y U o U cn cn z � F O O� 6= LL co_ J I- O _ O Z w O J Q o U m U m o 0 O LL I— m m N N O C"O C) N O W N O H OLO N Q N MIN IN W T T 'e N CO 0 NU co C rn = Cc: o CL CO CDO M U c U) o v6 E rn O J Z Q � J CD n Z J J LL Z U O(DZ0 W J m U) 0- W N m 0 0 06 Q w W U � Z (n cO N W Q p Q 06 J W rn Q 0 Z J O � � J W W J � O0 J W > w w 0 U) DESIGNED BY: MIL DRAWN BY: SDW CHECKED BY: MIL OVERALL GRADING & ER CONTROL PLAN I APPROVED BY Name of Submittal: SWABBCO PROJECT NO.: Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A DATE: 0 50' 100' Preparation Date: 2/6/2019 SCALE 1 50' SCALE: Revisions Date: 04/04/2019 " - MIL 251.001 2/6/2019 AS SHOWN Revisions Date: 9/25/2020 SHEET NO. THE CONTRACTOR SHALL LOCATE AND Revisions Date: 12/10/2020 VERIFY ALL EXISTING UTILITY Revisions Date: 1/4/2021 C6 LOCATIONS PRIOR TO CONSTRUCTION SHEET 7 of 20 SHEET 7 OF 20 m 0 O J 0 U I 0 z 0 0 N U W m U cn w cn cn a m m Q O N O N O N W Q O J W C7 0 c� z 0 Q CD 0 0 �n N 0 i cn U z ry 0 i c� z o= w w z 0 z w cn CD z cn cn 0 U N rn 0 0 N i cn U w O Ir a_ i cn w J L� CD ry a 0 4702309 04/08/2021 08:13 AM Page 8 of 20 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN FIX 131.1 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 4+00.00 C SECTION — STA. 4+00 C7 HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 4' TYPICAL 4885 4885 4 4 � 4 4 / 88 0 0 88 LOT 2 ,; co 11co \ e, rn 4883 o W a W X, 4883 / I SF I to 1 \ 1 �, _ 19 & 26 CROSSINGS — — — — I 4se2 E ' 4882 FILING N0. 1 — G EL ISO I 4881 AY 4881 00 EMERGENCY SPILLWAY 80 i ' 4880 4880 C7 \ \ \ o H I \ 368' LONG 3' WIDE CONCRETE PAN I \ \ �`9st \ \ \ r 4879 4879 V POND CUTLET STRUCTURE @ 0.5% SLOPE - SEE SHEET C10 I \ \ \ \ \ \ \ \ \ 4878 4878 I SEE DRAINAGE REPORT FOR DETAILS FOR PLAN & PROFILE I \ a \ \ \ �9� \ \ I G-4 80. RrE/OE GE G - CONCRETE PAN & SWALE C \ \ \ \ _ } 4877 F 48 0 4 CR TE 4877 4880 v... \ • i �� 4881 4882 I \ \ \ \ N487630 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 876 �$78.55 �\ \ - �i� ®--® 2+21.34 I 10.0 DRAINAGE ANn T. :. I I \ \ \ \ �d,� \ \ I cn SW • ' J APPROX. LIMIT OF DISTURBANCE \ \ \ \ \ B SECTION — STA. 2+32.06 SF (CURRENT SCOPE' OF GRADING) \ J \ S F \ �� \ \. \ \ C7 HORIZ. SCALE: V = 20' p � \ \ \ \ \ \ I (■f/..1VERT. SCALE: 1" = 4' Ilk SW C7 A �7 I I MATCH TO EXISTING GRADE • Lp L ....... \4880\ EROSION CONTROL LEGEND 4885 4885 4884 4884 4883 0 4883 cl 0 4882 EK. LL 4882 4881 °° 4881 4880 R D w 4880 4879 EX S LE 4879 4878 UPEKTY4878 4877 4877 CO cc) 4876 4876 4875 w LL 4875 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 4 _ - 8 1 91 a 1.00 1 +50.00 883 _ _ • - -3 S — \ e ........... ..................... . \ �+ SF sr8 'cp \ EXISTING FENCE TO REMAIN IN PLACE 00 w A SECTION -STA. 1 +50 vC7 HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 4' SILT FENCE SF SF SF 1 C13 VEHICLE 7T TRACKING PAD O 0 NOTE: VEHICLE TRACKING CONTROL (VTC) SHALL BE USED DURING ALL PHASES OF CONSTRUCTION AT CONTRACTOR'S AND TOWN OF FIRESTONE INSPECTOR'S DISCRETION. CONCRETE e WASHOUT C1 STRAW WATTLE SW 4 RIPRAP R R ®®®®®®oo®® 0000000000 RIPRAP-OUTLET 5 PROTECTION R R P ®®®®®®®®®® ®®®®®®®®®® RIPRAP DIMENSION TABLES FLAG NOTES PIPE/SWALE DESCRIPTION TYPE RIPRAP & THICKNESS WIDTH (FT) LENGTH (FT) A 14" x 23" ERCP (OUT) L-15" T 4 5 B 14" x 23" ERCP (IN) L-15" T 4 5 C 15" CMP (OUT) L-15" T 2 5 D 4' CURB CUT L-15" T 8 1.5 E END - 4' PAN L-15" T 8 1.5 F END - SWALE C L-18" T (BURIED) 15 78 G POND OUTLET PIPE L-18" T (BURIED) 3 5 H EMERG. SPILLWAY SECTION L-18" T (BURIED) 24 57 GRADING LEGEND: — 4860 — — EXISTING MAJOR CONTOURS — 4860 — — EXISTING MINOR CONTOURS — 4860 PROPOSED MAJOR CONTOURS — 4860 PROPOSED MINOR CONTOURS 1.5% FINISHED GRADE SLOPE 4885 4880 4875 EXISTING GRADE. 40.0 LF @ 0.47% ® PIPE CL CLASS' IV RCP ROPOSED GRADE STA 2+40.00 @.PIPE CL STA. 2+00.00 0.69% INV L=4878.12 INV EL=4877.93 .� _ ,8.� 0.47% 0.47%° " FES W/ TRASH RAC 15'1 FES WlTRASH,RACK . EXISTING ELEV (TYP) . 1 TA. 1+96.73 S A.2+43.37 EL=4877.92 PROPOSED EL V (TYP) E =4878.13 CD N M co O) 00 00 m 00 00 00 F00 co 1+50 2+00 4885 4880 4875 w N ti v 2+50 2+75 PROFILE VIEW — 8790 ZINNIA AVENUE DRIVEWAY CULVERT HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 4' U) W z J Q H J Q H OU 00 m U m U Y � U O cn LL cn LL O_ ~ �—� U O J m J I— J Q o o w o Z O U m U m o 0 O 2 LL m m T N C) N N O NW— O C) N O LO O T O N W P N N O t t M N N T W } U P LIU W J� Z 5b A W 4 T N j/ cD E U F N � �- �iI:° m 0 c = 0 c c E a o CL m co ,7_ Wo OT J Z J � 0 Z Z O U) 0 U 0 0 Z U J W w U) W N pp 0 0 C-S 06 Q 0 W 3� U w Z C) (0 N Q o 06 J O Z W o LL L: o � w J 0 U) LL w M w J LL 0 w w M U) DESIGNED BY: I ML DRAWN BY: I SDW 0 50' 100, SCALE: 1" = 50' THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION CHECKED BY: ML FIRESTONE INFORMATION BLOCK OFFSITE GRADING & ER CONTROL PLAN APPROVED BY: ML Name of Submittal: SWABBCO PROJECT NO.: 251.001 Type of Submittal: FINAL DEVELOPMENT PLAN DATE: 2/6/2019 Filing Number: N/A Preparation Date: 2/6/2019 SCALE: AS SHOWN Revisions Date: 04/04/2019 SHEET NO. C 7 SHEET 8 OF 20 Revisions Date: 9/25/2020 Revisions Date: 12/10/2020 Revisions Date: 1/4/2021 SHEET 8 of 20 z 0 V) g V) ry 0 M m Q 0 N O N O w Q 0 J a- U 0 z CD Q 0 0 N 0 U z ry 0 / U z w w z cD z w cn U z in cn 0 U N O 0 0 N / cn U w 0 Of a- i cn w J L� c7 z ry 0 4910 4908 5.00' LANDSCAPE BERM EXISTING GROUND PROFILE VIC, PROPOSED GRADE"' CURB & GUTTER cl O O C � � 6 0+00 0+50 F LANDSCAPE BERM HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 2.5' 4910 4908 U) W z J Q H J Q H OU 00 m u m u Y U Z OIL cn cn LL o U O m J H J Q o � o � R c) w 0 Z O (n m U m o o o 0 w O LL = m m � N O N N O N O N O N LO N O O N W P N O � M N N W F LL6 F cj h J P 47 d T T N 00 r, E O U N � 7 t— LL = C O o a CO m O U to � cn c O ID C6 E rn O J fr V Z Q Q LL —j J 1 0- 0- U O(DZz J U � � Q 0 N Q 0 C) 06 U LJ � U) c0 W J N Q — 06 J O) W Z I) o o W J O� W ~ � J W W W LEGEND Q (C) CATCH CURB �S (S) SPILL CURB 1.5% FINISHED GRADE SLOPE 1.5% FINISHED GRADE SLOPE PROPOSED SPOT ELEVATIONS DESIGNED BY: ML DRAWN BY: SDW CHECKED BY: ML FIRESTONE INFORMATION BLOCK N DETAILED GRADING P LAN APPROVED BY: ML 0 20' 40' Name of Submittal: SWABBCO PROJECT NO.: 251.001 Type of Submittal: FINAL DEVELOPMENT PLAN DATE: 2/6/2019 Filing Number: N/A Preparation Date: 2/6/2019 SCALE: AS SHOWN SCALE: 1 " = 20' Revisions Date: 04/04/2019 SHEET NO. 8 SHEET 9 of 20 Revisions Date: 9/25/2020 Revisions Date: 12/10/2020 THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION Revisions Date: 1/4/2021 SHEET 9 of 20 M 0 0 J U U I 0 z 0 I 0 N I U n m U U 0 vi z 0 U w cn cn w J 0 of a- 0 0 N a- 0 w i cn U z ry 0 i 0 z w w z 0 z w cn U z in cn 0 U 0 N rn O 0 N i cn U w 0 a- i cn ry J L� U z Q 0 4702309 04/08/2021 08.13 AM Page 10 of 20 4930 4920 m• l KIN 4920 4915 4910 4905 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN EXISTING DRIVE rn c>7 r> LO ao _ - - PROPOSED ao Q J _ 6' DRIVE w cn w EXISTING O d J 1 5 CMP_5449 7 w c~i) w L �Ln o PROPOSED FES - N 6, + EXISTING GRADE ..... , . .:... . .:.. .. V N o+ Ln 13/ w cn STA. 4+30.07 CD48CID.Q0 L.F. 14"x23" ELLIPTI PROPOSED FES L RCP EL=4911.87' w . � � @ -0.50% -... U) o -0. 2% rn V \—RIP-RAP cn Lu RIP -RAP 6'X6'X15" 6'X6'X15" PROPOSED GRADE rn c/) LO wLL- w co ti Z aJ (() W JO Qom— > ' J z cn W TOP OF EXISTING TOP OF PROPOSED 8" WATER LINE 611 WATER LINE STA. 2+49.44 STA. 1+94.54 EL=4907.81' EL=4907.40' EXISTING PROPOSED ELEVATION ELEVATION (TYP.) (TYP.) CO I� 0 0V CC!t\ CO 0 t\ �2 �Y' co N co Nj M N 04 N CV 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 PROFILE A - WEST ROADSIDE DITCH (LOCUST STREET) HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 2.5' 60'ROVI CL N EXISTING a _ w WCR 19 6 x I w (ASPHALT) EXISTING o c' w GROUND O J O ` — — PROFILE � w IT_ _ -- 4,� PROPOSED GRADE U E U DE GR UN w LE TRI X. ATER LI E APPROX. TO NEW RCPJ w (PP OX. TO 3E F ELD (EROSION CONTROL BLANKET VERIFIEDi FOR SLOPES 3:1 OR GREATER) E) ISTI G ELEVATION PROPOSED EL EV IO N V Zl� N M M M V co M CJ v � v v v � Lci ,ri Lci ,n Lu LL 4930 4930 4920 4920 4910 4910 4900 4900 4890 4890 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 SECTION A - STA. 1 +00 4930 4920 4910 FUTURE HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 10' 60' OW � EXISTING N C° OR ° EXISTING II w I ° LL � WCR 19 GROUND 0 J o "' x w J w o f w (ASPHALT) LL PROFILE 1 _Z PROPOSED GRADE � J UNI)ER(',ROIJND W EI.ECIRIC EXISTING BERM E IIST NG EL VAT ON PROPOSED ,m EEVTIO N N N c' p M O j M V V N N v W LL v 4930 4920 4910 4900 4890 4890 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 SECTION E - STA. 4+00 HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 10' 60' RO rL 0 0 � � o CD o � o o�06 a ° LL IIFTUE (V UNDER O a 11 Lu O Ll- w ELE TRI 60°�° : -- q� EXISTING WCR 19 J _ Lou C (ASPHALT) EXISTING o I 14"x23" RCP GROUND a LL W C6 � INV. 4912.60 PROFILE ILE O w 1.1O' OF COVER I PROPOSED 6' - CONC PAN PROPOSED ACCESS DRIVE P OP SE (ASPHALT) EXISI ING ELVAION EEVTIO � OR Co Co I� M Co M Co LCJ O Co V I- O O LCJ N LD � LO M V M M L0 O co LD N O0 MT NT NT CJT CJT co V �2 - V V V lf) V lf) LCJ Lr) W' 4930 4930 4920 4920 4910 4910 4900 4900 4890 4890 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 SECTION B - STA. 1 +34.43 - ACCESS DRIVEWAY HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 10' PROPOSED PARKING LOT (ASPHALT) EX. SH ULD R EXISTIP 60'kOO WCR 1� (ASPH� PROPOSED o L0 GRADE co W II I W O ; M Lu J U J W ' � J c W —-: 2.008' NEW _ 7 _ SHOULDER CO W EXISTING GROUND - W MIN. DISTANC PROFILE TRAVEL LANE FUTURE U DE GR UN 6.0' 5.0' LE TRI I 84 MIN. DISTANCE TO E ISTI G CENTERLINE OF DITCH ELEVATION POP SE NO MAX. REQUIREMENT 00 co E EV TIO V C o . O� Co I� m O L0 M o) N M N O M O m � N M m N O N O0 (V T (V (V (V (V (V m !�!! m �2 m V V V C6 , V v v v v v v v v v W W- v v� v 4930 4930 G LT) 4920 4920 4910 4910 E NEEDED AND SHOULDER 4900 4900 4890 4890 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 SECTION C - STA. 2+00 HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 10' 'R W CL EXISTING L PROPOSED GRADE "2 w „ WCR 19 LL wLL O LL w (ASPHALT) LL O W 2.1° _ — EXISTING (.j a GROUND FU U REPROFILE w U N DE R G RUN LEC CC RI E ISTI G ELE ATI N POP SE EEVTIO O co N L N � V 6l M"S LcR N OM N LCJ N N N� N N �-- N� �2 c6 �2 rj V II V�2 II M v� v� 4930 4920 4910 4900 4890 4890 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 SECTION D - STA. 3+00 HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 10' 4920 4915 4910 4905 U) w Z J Q H J Q H OU 0 m u m u Y 00 U z O U LL U !2� � o F U O m -1 H J Q o o w o Z O Un m U m o 0 w O lLLj 2 m m N O CV N O N O N O N LO N O O N W P N rn � M N N W cl F tca J P M T 'e T N 4 I m cD ti E O 00 c\1 �w co C 2 rn FZJ = c 0 o a CO N U 0 MID c v6 E rn LO J U) Z 0 Z U � Q L.L -J o6 i W J U O0z� J W U) N O 0 Q � W U Q co W N Q U) 06 J U) Z 0 LL VJ NLL L w J 0 W ~ � J U 0 M w J U) 0 20' 40' 1" = 20' (HORIZONTAL) 1 " = 2.5' (VERTICAL) THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY DESIGNED BY: ML LOCATIONS PRIOR TO CONSTRUCTION DRAWN BY: SDW CHECKED BY: ML FIRESTONE INFORMATION BLOCK .000ST ST. SWALE PROFILE & SECTIONS APPROVED BY: ML Name of Submittal: SWABBCO PROJECT NO.: 251.001 Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A DATE: 2/6/2019 Preparation Date: 2/6/2019 SCALE: AS SHOWN Revisions Date: 04/04/2019 SHEET NO. C9 SHEET 10 OF 20 Revisions Date: 9/25/2020 Revisions Date: 12/10/2020 Revisions Date: 1/4/2021 SHEET 10 of 20 J 4702309 04/08/2021 08:13 AM Page 11 of 20 4+5 r v E 1 0 c10 / / ^ I /, I48 1 GAS > / ILI C10 30' PETROLEUM PIPELINE ESMT (REC# 1758665) LOT 2 — — // 19 & 26 CROSSINGS r— _ FILING NO. 1 —� c 7 I30 PETROLEUM PIPELINE 1 ESMT (REC# 1758665) I \ I \ 11 I o P• G S e / I 111�11 I 1 I �1111.11��111111 1 1 I \ 111 11 LOT 1 11� 11 I � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19 & 26 CROSSINGS 1 y i 1 1 1 1 B 4 FILING NO. 1 I C10 I I I / I � I i X� 1 ICI" 7I�I III I�I�I .I I Ili I1�1" 1 11 � � I O f / I N DETENTION POND & SWALE C SCALE: 1" = 100' THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION 1 4900 4895 4890 4885 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN • , • • ME BM U) W z J Q H J Q H OU 00 m u m u Y U O cn LL cn LL O_ ~ �—� U O J m J H J Q o o w o Z O U W m m U o 0 W W ~ O 0 = Y Q >- Y Q >- cl) LL m m T N C) N Lj N C) N O N o N LID 0)O T O N w Lu N N O � + a M N N T W UZOE P cl) Z J z W 2 U F- J :)5 a W T PO GD E O CO U N 0c) C- H LL co c 2 0 r T E = o a j c O V m c6 E E � J ELEI/ATION ELEVATION Q O 4875 O Lq O CV O O � O LO � O O O 6) O LO N 6) O O co O LO co O O LO I� O Lfl CO O O N CO O Lfl Lc'j O O LO CT' o Lfl �' M Z Z Z O M �- O M � � co "i � co cd � co cd � co ~ ao ~ co ao (0 CO ao (0 00 ao LO coLO CO co V � co l J O Q.I."qT LL J � 50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 131 ' 0- (� 4900 .... ...... 4895 PROPOSED TOP OF BANK/ LIMI S OF DISTURBANCE 4890 STA. 19 46.29 .- . STA. 14+23. TOP OF POND EL=4881.00 EL=4882.7 START OF TRICKLE CHANNEL STA. 18+85.88 . THICKNESS W/TURNDOWN 1 EXISTING GRADE. EL-4883.00 15 I V.OUT T1T8" YPE L'BURIED ' STA. 15+01.57 ` „ .RCP 4885 368 ONG 3 CONC IE P�I�L — —. STA 18+82.98 , EL 4878.55 . —.---_.—_ —.- _ a@0. /oSLOPE ---- --- E =4878.75, — — _ EURV/ 100 yr WSE 4882.0 = CREST =V— — — — — -V 4880—EXISTING GRADE W CV = 4880.38 Q. 40.0 LF RCP @ 0.5% . . . . . . . BOTTOM OF POND DITCH FLOWLINE . . . . EXISTING PROPOSED STA. 18+69 28.7�� STA. 19+34,51 ELEVATION ELEVATION EL=4879 00 EL-4878.55 4875 C? `O M O O 0 LO �. V co O N 0 LO N co O M 00 V N 00 M N 00 M 00 N 00 O N 00 O M 00 O 00 O 00 O� M co L` M co L` N L` N L` N 00IqT co co 00 co 00 co 00 co 00 co 00 co 00 co co co co co00 4905 4900 4895 4890 4885 -30 -20 -10 0 10 20 30 1 +00.00 A SECTION - STA. 1 +00 C10 HORIZ. SCALE: 1" = 30' VERT. SCALE: 1" = 10' CO � O h O V wow O w 9:1 -- --- - -3 E BOT OM F S ALE 00 0000 Luu- w w 10 13+50 14+00 14+50 15+00 15+50 16+00 4900 co 0 06 4900 4895 LLLL 0 Lu LL ' 3WI E 4895 4890 BOT OM 4890 4885co co 4885 4880 Luu- w w 4880 -30 -20 -10 0 10 20 30 4+00.00 B SECTION - STA. 4+00 C10 HORIZ. SCALE: 1" = 30' VERT. SCALE: 1" = 10' 4900 4895 4890 4885 4880 4875 4900 4895 4890 4885 4880 4875 -30 -20 -10 0 10 20 30 7+00.00 C SECTION - STA. 7+00 C10 HORIZ. SCALE: 1" = 30' VERT. SCALE: 1" = 10' � co R N coM U-;a- -Tr O w BO TOM J � � OF WAL 00 co w w 16+50 4895 4890 4885 4880 4875 17+00 4895 4890 4885 4880 4875 -30 -20 -10 0 10 20 30 10+00.00 D SECTION - STA. 10+00 C10 HORIZ. SCALE: 1" = 30' VERT. SCALE: 1" = 10' Lr) C)O c LL LL LL J O w O -- -- ¢ -a 6 IDE 11 1 BOTTOM OF Ic WALE �o 0 coco Luu- w w 17+50 O(DZU) 4900 m U) W 0- U) N m U0— O O LU 06 >a> V w J LL 4895 > W W N Q 0- J Q Z 4890 0 LL w J H O w � J 4885 mw Lu 0- co MOW 18+00 18+50 19+00 0 30' 60' DESIGNED BY: ML co o o SCALE: 1" = 30' DRAWN BY: SDW 4890 0 co 4890 1" = 30' (HORIZONTAL) M � o 0 1" = 6' (VERTICAL) CHECKED BY: ML o w 6' IDE FIRESTONE INFORMATION BLOCK 4885 4885 -- ---- OF c WALE POND PROFILES & SECTIONS APPROVED BY: ML 4880 4880 Name of Submittal: SWABBCO PROJECT NO.: 251.001 Type of Submittal: FINAL DEVELOPMENT PLAN 4875co co co co 4875 Filing Number: N/A DATE: 2/6/2019 4870 w 4870 Preparation Date: 2/6/2019 SCALE: AS SHOWN -30 -20 -10 0 10 20 30 Revisions Date: 04/04/2019 13+00.00 Revisions Date: 9/25/2020 SHEET NO. Revisions Date: 12/10/2020 E SECTION -STA. 13+00 Revisions Date: 1/4/2021 clo C10 HORIZ. SCALE: 1" = 30' VERT. SCALE: 1" = 10' SHEET 11 of 20 SHEET 11 OF 20 m 0 0 J 0 U I 0 z 0 I 0 N I U n m U C� 0 vi J Q w 0 0 0 N a- 0 w i c� z ry 0 z w w z cD z w �i i Cn CD z in Cn 0 U N rn 0 0 N i Cn U w 0 a- i Cn w J L� CD z Q o' 0 4702309 04/08/2021 08.13 AM Page 12 of 20 GENERAL CONSTRUCTION NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF FIRESTONE'S MOST RECENT DEVELOPMENT STANDARDS AND SPECIFICATIONS GOVERNING THE CONSTRUCTION OF PUBLIC IMPROVEMENTS. A COPY SHALL REMAIN ON SITE FOR REFERENCE AT ALL TIMES. 2. 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 COMPANY, CENTRAL WELD WATER DISTRICT, ST. VRAIN SANITATION DISTRICT) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. REPAIR OF DAMAGED UTILITIES SHALL BE AT THE CONTRACTORS EXPENSE, INCLUDING UNKNOWN UNDERGROUND UTILITIES. 4. DURING CONSTRUCTION AND UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 5. THE CONTRACTOR SHALL CONFORM TO ALL SAFETY PRECAUTIONS DURING CONSTRUCTION AS SET FORTH BY BOTH OSHA PUBLICATION 2226 FOR EXCAVATING AND TRENCHING OPERATIONS, AND INCLUDING ALL STATE AND FEDERAL REGULATIONS SET FORTH IN CFR (CODE OF FEDERAL REGULATIONS) 29, ALL PARTS. 6. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED SET OF PLANS, THE PROJECT MANUAL, AND THE FIRESTONE DESIGN CRITERIA AND CONSTRUCTION REGULATIONS MANUAL ON -SITE AT ALL TIMES. 7. EXISTING FENCES, TREES, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS. 8. A COLORADO DEPARTMENT OF HEALTH CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED TO INSTALL UTILITIES AND WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 9. ALL DISTURBED SOIL, ON- OR OFF -SITE, AND RELATED TO WORK AT THIS PROJECT SITE, IS REQUIRED TO BE PROTECTED FROM WIND AND STORM WATER EROSION. 10. 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 ENGINEER TO MODIFY THE DESIGN. 11. 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. 12. ANY DISRUPTION OF UTILITY SERVICE THAT IS REQUIRED TO ADJUST, EXTEND, RELOCATE OR OTHERWISE MODIFY ANY UTILITY WITHIN THE PROJECT AREA SHALL BE COORDINATED IN ADVANCE WITH THE AFFECTED UTILITY ENTITY AND CUSTOMERS SHALL BE NOTIFIED 48 HOURS PRIOR TO THE START OF DISRUPTION. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL OTHER APPLICABLE PERMITS NOT SPECIFICALLY REQUIRED BY THE TOWN OF FIRESTONE. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED IMMEDIATELY BY AN APPROPRIATE METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, HANDWORK, ETC.) AND APPROVED BYTHE INSPECTOR. THE FREQUENCY AND EFFORT OF STREET CLEANING OPERATIONS SHALL BE DIRECTLY RELATED TO THE AMOUNT OF CONSTRUCTION TRAFFIC AND WEATHER CONDITIONS. THE CONTRACTOR SHALL IMMEDIATELY ADDRESS ANY STREET CLEANING PROBLEMS IDENTIFIED BY THE TOWN. 15. AFTER ACCEPTANCE BY THE TOWN, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. 16. CONSTRUCTION WORK SHALL NOT OCCUR BEFORE 7 AM OR AFTER 7 PM ON WEEKDAYS 17. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITY CONFLICTS WITH PROPOSED UTILITIES AND IMPROVEMENTS WITHIN THE FIRST TWO WEEKS OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL EXISTING UTILITY INFORMATION. GEOTECHNICAL NOTE: 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES nninnn�� riini rriri /11'1\ArI.IT ni ni SVVABBCO FINAL DEVELOPMENT PLAN 0 LC) VARIES z (SEE PLANS) J 1' MIN EXIST. EDGE ASPHALT 0 `" NEW ASPHALT MATCH EXIST. DEPTH 7 1 /2" NOTE: FULL -DEPTH PATCHING WILL BE COMPLETE 7 2 "PATCH WITH A LAYDOWN MACHINE. BACK 1' SAW CUT AND REMOVAL WITH A FULL 7 2" PATCH BAC K. 1 SAWCUT DETAIL C4 N.T.S. BOW W a r 0 N TOP OF CURB FL EOA 6"STEEL PIPE FILLED WITH CONCRETE GROUT & PAINTED SAFETY YELLOW SLOPE P-M , 3000 PSI CONCRETE ®MINA. 18"0 MIN. 2 BOLLARD C4 N.T.S. DETECTABLE WARNING SURFACE AREA (36" MIN. X 24" WITH TRUNCATED DOMES) BRICK RED TINTED CONCRETE W � W o 0 J CIO0 .r~. .. C IL H !v N C C! PLAN N.T.S. DEPRESSED CURB SECTION 6.25' I 4' I 6.25' I TOP OF CURB { TOP OF ASPHALT SECTION N.T.S. 6 HANDICAP/ CURB RAMP C4 N.T.S. ALL GEOTECHNICAL SUBSURFACE, GROUNDWATER, AND PAVEMENT DESIGN ISSUES ARE TO FOLLOW THE DESIGN CRITERIA AND RECOMMENDATIONS ADDRESSED IN THE "SUBSURFACE EXPLORATION REPORT THREE D WAREHOUSE/OFFICE BUILDING - CROSSINGS AT WCR 26 & 19 WELD COUNTY ROADS (WCR) 19 AND 26TOWN OF FIRESTONE, WELD COUNTY, COLORADO EEC PROJECT NO. 1172011" PREPARED BY EARTH ENGINEERING CONSULTANTS, LLC., AND DATED MARCH 16, 2017. 6" VERT. CURB END VERTICAL CURB 12" CATCH PAN T ' VARIES 1; 6" RAMP DOWN 12" CATCH PAN -.I i' 6" VERT. CURB PLAN 7 CURB CUT C4 N.T.S. ISOMETRIC VIEW NOTES: 1. SIGNS SHALL CONFORM TO 2009 MUTCD SECTIONS 213.46 AND 213.47 2. R7-8 SHALL BE 12" x 18" AND HAVE A GREEN LEGEND"RESERVED PARKING" AND BORDER AND A WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE, ALL ON A WHITE BACKGROUND. SIGN SHALL HAVE NO ARROW. 3. R7-8P SHALL BE 12" x 6" AND HAVE A GREEN LEGEND "VAN ACCESSIBLE" AND BORDER ON A WHITE BACKGROUND. 4. ALL DIMENSIONS SHALL CONFORM TO THE 2004 EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL UNLESS SUPERCEDED BY THE 2012 SUPPLEMENT U-TYPE FLANGED - GALVANIZED STEEL SIGN POST PROVIDE GUARD POST W INDICATED ON PLANS (8"0 STEEL PIPE FILLED WITH CONCRETE GROUT) CONC FOOTING 6" MIN ' ;q 1'-0" RESERVED PARKING m _I VAN ACCESSIBLE 3 ADA SIGN G`4 N. T. S. LD LO I Concrete to be mixed with fiber mesh (1.5 Ib per cu. yard) 8_`�6' MODIFIED CROSSPAN DETAIL (`/I N.T.S. NOTES: �� NOTES: * MINIMUM 6' WIDE CROSSPAN FOR RESIDENTIAL STREETS. * MINIMUM 8' WIDE CROSSPAN FOR COLLECTOR & ARTERIAL STREETS. ** MINIMUM 8" THICK CROSSPAN FOR RESIDENTIAL STREETS. ** MINIMUM CROSSPAN THICKNESS FOR COLLECTOR & ARTERIAL STREETS TO USE CONCRETE PAVEMENT DESIGN + 1/2". ALL INTERSECTIONS TO HAVE ACCESS RAMPS. U) J J 41 /2" 1.5' z U) � � W I- I- I- 1 /4"R 1 1 /2" &)W m m 1 1 /2"R 1.5" OU 20 U U CONCRETE 6„ >z � � 0 O u_ u_ m O J H o 0 o Z J w O ~ N N O U) 4 6" VERTICAL CURB (CATCH PAN) m W C4 N.T.S. T_ D o 0 O 2 IL I- m m N N 0) N O 41 /2" 1' N N N o Lu o N o 1/4"R 1 O N a, 11/2"R co N N w CONCRETE 6" F LL c]u 5 6" VERTICAL CURB (SPILL PAN) ZLW C4 N.T.S. 2M d 4' 2' 2' 1 COMPACTED SUBGRADE 9 4' CONCRETE PAN G`4 N.T.S. Compacted subgrade.-1 Concrete to be mixed with fiber mesh (1.5 Ib per cu. yard) CONC. TO BE MIXED WITH FIBER MESH (1.5 Ib. PER cu. yd.) A \ ;�\11\\\i\\\i\\\i�• TURNDOWN 3' CONCRETE TRICKLE PAN W/ TURNDOWN T.S. # 4 rebar THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION FIRESTONE INFORMATION BLOCK CIVIL DETAILS Name of Submittal: SWABBCO Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A Preparation Date: 2/6/2019 Revisions Date: 04/04/2019 Revisions Date: 9/25/2020 Revisions Date: 12/10/2020 Revisions Date: 1/4/2021 SHEET 12 of 20 j j� CO CD � N CO r, E 0 U Nc ALL - p = c 0 o CL CO CDO U 0 U)0 c v6 E rn O J V_ 0 Z Z J_ Q L.L _j 1 0- U) C7 U O(DwJ ) - 2 N m000 Q W W J d7 U)N W C U 06 J Q z_ o: O LL LL Lu W � W J ~ � O J w w M U) DESIGNED BY: MIL DRAWN BY: SDW CHECKED BY: I MIL APPROVED BY: MIL PROJECT NO.: 251.001 DATE: 2/6/2019 SCALE: AS SHOWN SHEET NO. C 11 SHEET 12 OF 20 m 0 0 J 0 U I 0 z 0 I 0 N I U IZ 07 U C� 0 vi J Q w 0 O O LC7 N 0_ 0 w / c� z ry n C7 z_ w W Z U Z W / cn CD Z in cn 0 U N 0 O N / In F- U W 0 0_ D_ / cn w J L� CD z Q 0_ 0 4702309 04/08/2021 08.13 AM Page 13 of 20 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN 1FLTROCK \ / 11/2"" - 3/4" FILTERER LAYER \v/ TEMPORARY VEHICLE TRACKING CONTROL PAD DETAIL EROSION CONTROL CONSTRUCTION O FIRESTONE DRAWINGS SCALE N.T.S. DATE: JULY 2008 STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE oR NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. B POINT A---�fI STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SW A POINT A PLAN VIEW XWATTLE (10" MIN. DIA.) POINT A POINT A POINT B ENTRENCH 3" POINTS A MUST BE HIGHER THAN POINT B SECTION A —A WATTLE DIKE • • . •• DITCH INSTALLATION SW OR MAINTENANCE NOTES: qh 1. THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. 2. SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES 1/2 OF THE DESIGN DEPTH. 3. DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE TOWN. 4. WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, CRIMPED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE TOWN. STRAW WATTLE DIKE DETAIL EROSION CONTROL CONSTRUCTION FIRESTONE DRAWINGS SCALE: N,T,S. A CO -Ty IN MOVGN DATE: JUNE 2009 SEE VEHICLE TRACKING CONTROL DETAIL FOR DESIGN OF PAD PLAN VIEW BERM AROUND PERIMETER GROUND SURFACE 12"' Z-0" MIN. I►-►� 12" MIN. COMPACTED EMBANKMENT 8'x8' MIN. 3:1 OR FLATTER MATERIAL, TYP. SIDE SLOPES OR AS REQUIRED TO CONTAIN WASTE CONCRETE SECTION A CONCRETE WASHOUT AREA INSTALLATION NOTES 1. SEE PLAN VIEW FOR LOCATIONS OF CONCRETE WASHOUT AREA. 2. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 3. VEHICLE TRACKING CONTROL IS REQUIRED AT THE ACCESS POINT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5. EXCAVATED MATERIALS SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION. CONCRETE WASHOUT AREA MAINTENANCE NOTES 1. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 2. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 3. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, DRILL SEED AND CRIMP MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE TOWN. 4. INSPECT WEEKLY, DURING AND AFTER ANY STORM EVENT. CONCRETE WASHOUT AREA EROSION CONTROL CONSTRUCTION SCALE: NE. N.T.S. O FIRESTODRAWINGS DATE: MAY 2009 THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION FIRESTONE INFORMATION BLOCK U) J J Q Q W z 1-- H m m OU u u 0 Y U o U U U z D' F O 00 O LL LL m o J H _ o _ o Z w O J Q o U w m U m ::) o 0 O 2 LL 1-- m m — N N O N 04 O N O W N N O O N U7 N O M N N W w T 'e T N It CO CID 0 O CID U NC co H LL 0 = C O o CL 0 N 0 U fn C O C6 E O] O J U) J Q Z Z J — Q J 1 0- 0 U O0zz W J U O N m O 0 w 06 Q L W °� U) U W CV W 06 J Q Z O r LL. C� `GN L.1. ILL 0 W w J ~ 0 J 0 a. w w w U) (L U) DESIGNED BY: ML DRAWN BY: SDW CHECKED BY: ML STORMWATER & ER CONTROL DETAILS I APPROVED BY Name of Submittal: SWABBCO PROJECT NO.: Type of Submittal: FINAL DEVELOPMENT PLAN DATE: Filing Number: N/A Preparation Date: 2/6/2019 SCALE: Revisions Date: 04/04/2019 ML 251.001 2/6/2019 AS SHOWN Revisions Date: 9/25/2020 SHEET NO. Revisions Date: 12/10/2020 C12 Revisions Date: 1/4/2021 SHEET 13 of 20 SHEET 13 OF 20 0 0 vi J Q w 0 0 0 N IZ 0 LL_ N U Z Q D_ rn 0 Z w w z O z w / cn c� z cn In O 0_ U N rn 0 0 N / In U w O D_ D_ / V) w J L� z Q 0_ 0 4702309 04/08/2021 08.13 AM Page 14 of 20 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN FINISHED GRADE 18 IN 24" DIAMETER CONCRETE COLLAR --- z - - z r. PROP. VARIES 12" MIN !. n LINE PC OR PT BEARING AREAS (SQUARE FEET) FOR CONCRETE THRUST BLOCKS PIPESIZEBENDS(Degrees) - Inches _ TEES DEAD ENDS CROSS IN/1 PLUG I GROSSW/2 - PLUGS 90 45 22.5- 11.25 3 1.5 0.8 0.4 0.2 1.1 1.1 1.1 1.1 6 6 0' 3.2 1 7 0.8 4.2 4 2 4.2 4.2 8 10.7 5.8 2.9 1.5 75 7 5 7.5 7.5 SEE DETAIL ST8 FOR ASPHALT PATCH TOP OF VALVE BOX SHALL BE SET }" BELOW PR ?� PC OR PT �)ETA(31fED,tWAL�S SURROUNDING ASPHALT CONCRETE COLLAR TO%//jam NE a III=I � f' I I=I I I=I I I=M I BE USED OUSIDE OF PAVED AREAS o -I -I I -I I Fl _ _ ::::::I I -I I 1-1 I =I TWO-PIECE 6" SHAFT SCREW TYPE CAST IRON VALVE BOX (BASE DIAMETER=10-1/4") COMPACTED ' I -I I _I 4'-6" MIN BACKFILL TO BE HAND PLACED i 3" MIN. BACKFILL COVER 2" OPERATING NUT AND COMPACTED IN A MINIMUM I_ I 4'-0" MIN OF 4'-0" AROUND VALVE BOX 3" MIN. I- I - - - - - - - POLYETHYLENE ss, BEARING - I VALVE INSTALL MECHANICAL JOINT ----- --�--- BOND BREAKER Y ` SURFACE =I I=III=I I I I MEGALUG BOTH SIDES OF VALVE POLYETHYLENE UNDISTURBED UNDISTURBED WARNING TAPE WILL BE SOIL INSTALLED 12" MIN AND -II � _ � II 6" FIRE LINE BOND BREAKER 18" MAX ABOVE PIPE - 12 SEE PIPE BEDDING DETAIL VARIES SOIL =II ' VALVE BLOCKING TYPICAL BEND TEE (FLAT ROCK OR 2 -6 LIMITS OF CONCRETE SLAB) z x TRACING WIRE: TAPE TO TOP OF PIPE ON ALL I + I BEDDING BACK OF CURB & `C TYPES OF POTABLE GROUND LINE ' GUTTER OR BACK WATER PIPE �II II - OF CURB/WALK NON -POTABLE yR� V N WATER FIRE HYDRANT BASE AND DRAINAGE POLYETHYLEN BEARING n m - LOCATE WIRE & POLYTHYLENE BOND BREAKER 0 6" ANCHOR COUPLING t ROCK TO BE COVERED WITH BOND BREAKER SURFACE STABILIZATION MATERIAL I I 1 0 r OR 6" SWIVEL ADAPTER LOCATE BOX LOOSE SHEET OF POLYETHYLENE t FABRIC IF STABILIZATION _ 0 � N 7 „ 7 " MJ TEE ;7- FILTER MJ GATE VALVE TO EXCLUDE BACK -FILL MATERIALMATERIAL IS REQUIRED A6" VALVE BOX, FROM VOIDS N ROCKSEE NOTE BOX COVER PLAN BELOW -PIECE j CU YD MIN WELL GRADED GRAVEL, r7 POTABLE VALVE FIRE VALVE BOX COBBLESTONE OR "BRICK SIZED" BOX COVER PLAN COVER PLAN CRUSHED ROCK FOR DRAINAGE BEARING h N s>v = 11" YA A " �" SURFACE S BE ATERIIAL ss 10" 1" 6 DI OR PVC PIPE " o CONCRETE KICKBLOCK M UNDISTURBED j} Z UNDISTURBED SOIL NOTES: r'��-" SOIL 6d" DO NOT COVER OR PLUG 1. COMPACTION SHALL BE AS FOLLOWS: PIPE ZONE BEDDING 6" UNDER AND 12" OVER PIPE WILL REQUIRE 90% + MECHANICAL RESTRAINT JOINTS' DRAIN LINES WITH CONCRETE DEAD END TYPICAL CROSS SECTION S.P.D. TRENCH ZONE ABOVE BEDDING MATERIALS, FULL TRENCH SECTION IN ROADWAY OR STREET R.O.W. 5j" g" h/4" RODS AND CLAMPS LIMITS WILL REQUIRE 95% S.P.D. TRENCH ZONE ABOVE BEDDING MATERIALS, OUTSIDE OF STREET R.O.W. WILL 7" j. REQUIRE 90% S.P.D. 13B" 2. 12 AWG. SINGLE STRAND INSULATED COPPER WIRE SHALL BE INSTALLED AS TRACING WIRE ABOVE ALL POTABLE 8C FIRE VALVE NON -POTABLE VALVE POTABLE WATER PIPES. THE WIRE SHALL BE CONNECTED AND COME TO THE SURFACE BEHIND THE FIRE BOX COVER ELEVATION NOTES: NOTES: HYDRANTS IN A TESTBOX. BOX COVER ELEVATION 1. ALTERNATE TO THE ABOVE: FASTEN MJ VALVE DIRECTLY TO A MJ ANCHOR TEE (ALSO CALLED SWIVEL TEE) 1. REFER TO CONCRETE THRUST BLOCK TABLE FOR MINIMUM BEARING SURFACE AREAS. 3. FILTER FABRIC IS REQUIRED IF STABILIZATION MATERIAL IS USED. THE FABRIC SHALL BE INSTALLED AS SHOWN IN THE DETAIL. NOTES: 2. NO HORIZONTAL OR VERTICAL BENDS ARE ALLOWED IN FIRE HYDRANT BRANCH OR SPRINKLER LINES 2. ALL FITTINGS TO BE WRAPPED WITH POLYETHYLENE. 1. POTABLE & FIRE VALVE BOX LID RESTS INSIDE THE UPPER VALVE BOX SECTION. 3. PIPE INSTALLED UNDER CONDITIONS DIFFERENT FROM THOSE NORMALLY ENCOUNTERED SHALL 4. TRENCH TO BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKMEN AND PROTECTION 2. NON -POTABLE VALVE BOX LID SLIDES OVER THE TOP OF THE UPPER VALVE BOX SECTION. 3. MAXIMUM OF ONE FIRE HYDRANT EXTENSION REQUIRE THRUST BLOCKS DESIGNED FOR THOSE PARTICULAR CONDITIONS. OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL SAFETY REGULATIONS. 3. NON -POTABLE, WATER OR FIRE CAST IN TOP OF APPROPRIATE VALVE BOX COVER. 4. VALVE BOX SHALL NOT BE SUPPORTED BY WATER LINE. 4. CONTRACTOR TO TAKE CARE NOT TO BLOCK WEEP HOLES 4, THRUST BLOCKS ON PIPE LARGER THAN 12" SHALL BE DESIGNED FOR CONDITIONS EXISTING 5. PIPE SHALL BE BEDDED FROM 6" BELOW THE BOTTOM OF THE PIPE TO 12" ABOVE THE TOP OF THE PIPE. 5. VALVE BOX TO BE PLUMB AND CENTERED OVER NUT. AT THE INSTALLATION SITE. 6. UTILIZING A VALVE BOX ALIGNMENT DEVICE IS OPTIONAL. 5. ALL DUCTILE IRON PIPE TO BE POLYETHYLENE WRAPPED 6. TRENCH WIDTH SHALL NOT BE MORE THAN 24" NOR LESS THAN 12" WIDER THAN THE LARGEST OUTSIDE 7. IF 2" OPERATING NUT IS MORE THAN 6' BELOW FINISHED GRADE, A VAULT NUT EXTENDER SHALL BE INSTALLED 5. REFER TO SECTION 03300 FOR CONCRETE REQUIREMENTS. DIAMETER OF THE PIPE. TO PUT THE VALVE NUT AT AN ELEVATION OF 4' BELOW FINISHED GRADE. WATER TRENCH DETAIL STANDARD VALVE AND BOX FIRE HYDRANTS, MAINS AND VALVES CONCRETE THRUST BLOCK DETAIL DRAWING: DRAWING: - DRAWING: � BY: JME BY: JME WATER CONSTRUCTION BY: JME BY: CCG DRAWING WATER CONSTRUCTION WATER CONSTRUCTION �- WATER CONSTRUCTION SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DRAWINGS FIRESTONE DRAWINGS DATE: JAN 2014 FIRESTONE DRAWINGS W2 FIRESTONE DRAWINGS W3 FIRESTONE W6 6 c a c a n a a n DATE: 112020 r n r e a o DATE:-1 L2020 c o c e a v es DATE: 112020 ACUMMUNITYfNMOT/ON ALUMINUM RECESSED LID WITH GENERAL METER NOTES "METER" STAMPED TOP, WORM ST• VRAI N SANITATION DISTRICT • LOCK AND SET }" ABOVE 2.0% MINFINISHED ST VRAI N SANITATION DISTRICT GROUND 1. LOCATION OF THE METER TO BE ESTABLISHED BY THE DEVELOPMENT ENGINEER. . _ SIDEWALK 2. ALL SETTINGS MUST BE INSPECTED BY THE RESIDENT PROJECT REPRESENTATIVE. SEWER SERVICE C LEAN 0 UT TYPICAL GREASE INTERCEPTOR I � I 2'D% MIN' 3. IF THE STREET OR GROUND IS NOT TO OFFICIAL GRADE AT THE TIME OF INSTALLATION OF THE METER, THE CAST IRON OWNER MUST RAISE OR LOWER THE METER VAULT WHEN THE FINAL GRADE IS ESTABLISHED. FROST PROOF *Bury 4" - e" In Gravel Areas * METER PIT 4. LEADED JOINTS AND GALVANIZED PIPING SHALL NOT BE ALLOWED INSIDE THE METER VAULTS. Finish Grade 24 IN. DIA. MIN. 18"-20" COVER Bury 1/2" - 1" In Lawn Areas A INSTALL LOCKING 5. A BYPASS IS TO BE INSTALLED ON 1-1/2" AND LARGER METERS UNLESS OTHERWISE SPECIFIED. VALVE FOR Lamp Hole Cover in Paved or Concrete Areas STANDARD CURB METER REPAIRS 6. THE SERVICE LINE THROUGH AND ON BOTH SIDES OF THE METER PIT MUST BE OF THE SAME MATERIAL. 4 I BOX WITHAND STATIONARY ROD MAINTENANCE FOR VALVE 7. NO CONNECTIONS SHALL BE MADE IN THE METER PIT. SPRINKLER CONNECTIONS MUST BE MADE MORE THAN / <, OPERATION FIVE (5) FEET FROM THE METER PIT ON THE DOWNSTREAM SIDE. f7+�� ScrewOnwater 8. GATE VALVES: Tight Plug1/ METER SIZE LAYING LENGTH (A) COMPRESSION TYPE CONNECTION A. ALL GATE VALVES UNDER 3" FOR USE W/COPPER PIPE SHALL BE ALL BRONZE, W/ NON -RISING STEMS AND SOLID WEDGE DISC, MANUFACTURED IN ACCORDANCE WITH A.S.T.M. SPEC. B62 AND FEDERAL SPEC. W,W.-V-54 CLASS A, 125PSI W.S.P., 20OPSI W.O.G. OR CURB STOPS IN ACCORDANCE WITH AWWA C800 AND MS-23 OF THE MATERIAL SPECIFICATIONS. 24 IN. DIA. MIN. 5/8"x 3/4" 7-1/2" 1" 10-3/4" B. ALL GATE VALVES 3" AND LARGER SHALL CONFORM WITH THE TOWN OF FIRESTONE'S STANDARD PLAN VIEW - TO HOUSE SPECIFICATIONS. 4"PVC iserPipe 9. ALL DRESSER (OR APPROVED EQUAL) COUPLINGS SHALL HAVE THE PIPE STOP REMOVED. TRAFFIC RATED LIDS, CURB STOP � 20" MIN. INSIDE � 6" LAYER OF �" GRAVEL NOTES: GROUND LEVEL VENT PER PLUMBING CODE 1. METER PIT AND CURB STOP ARE NOT TO BE INSTALLED IN ANY STREET, ALLEY, DRIVEWAY, SIDEWALK, OR=•'"':a:::;�:`a' PARKING AREA. METER PIT MUST BE INSTALLED IN LANDSCAPED AREA. PRE -FORMED MANHOLE COVER /,,-CLEANOUT TO GRADE 2. NO SHRUBS, BOULDERS, RETAINING WALLS, CONCRETE, PAVERS OR OTHER LANDSCAPING FEATURES SHALL BE PLASTIC INSTALLED WITHIN 5' OF THE METER PIT. NO TREES SHALL BE INSTALLED WITHIN 10' OF THE METER PIT. IF GASKET (TYP) 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 SEAL (TYP) LONG SWEEP WYE �- 4" 45' Elbow TEE y METER PIT IN ALL DIRECTIONS. 3. THE TOWN SHALL PROVIDE THE METER, SETTER AND PIT. NOTIFY THE PUBLIC WORKS DEPARTMENT ONE WEEK IN OR ADVANCE OF INSTALLATION SO THAT THE UNITS CAN BE ORDERED IF THERE ARE NONE IN STOCK. THE TOWN ELBOW 1" X 1/8" STAINLESS STEEL STRA SHALL INSTALL THE METER. Drain Line Sue DRILL & ANCHOR W/STAINLESS S EL As Shown On Plans 3/8" BOLTS &ANCHORS 4. RESIDENTIAL METER PITS SHOULD BE INSTALLED DURING CONSTRUCTION OF THE HOME TO ENSURE PROPER 12 IN. 12 IN. LOCATION AND PREVENT DAMAGE DURING THE TIME THE INFRASTRUCTURE IS BEING COMPLETED AND THE HOME IS BUILT. f- Flow 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 4"wnSECTION VIEW Continuous Continuousye Liness TOWN BEFORE INSTALLATION, 6. EXTENSIONS AND OFF GRADE EXTENSIONS SHALL BE INSERTED BETWEEN THE DOME AND TOP RING TO PUT LID NOTES: 1. Cleanout shall be constructed so NOTES: TO GRADE. that surface load Will not be 1. SECONDARY OUTLET COMPARTMENT HAS VOLUME EQUAL TO 1/3 OF TOTAL CAPACITY. 7. NO CONNECTIONS OR CHANGES IN PIPE DIAMETER SHALL BE MADE IN THE METER PIT OR IN THE DISTANCE OF transfered to main. 2. CHECK WITH SUPPLIER FOR EXACT DIMENSIONS. FIVE FEET BEYOND THE METER PIT WALL ON THE OUTLET SIDE. 2. Service line Cleanout may be 8. LAWN SPRINKLER CONNECTIONS SHALL BE A MINIMUM OF FIVE FEET FROM THE METER PIT WALL ON THE OUTLET installed approximately 5 feet 3. INTERCEPTORS TO BE SIZED BY DESIGN ENGINEER, SUBJECT TO DISTRICT APPROVAL. SIDE. outside the building foundation. 4. GREASE INTERCEPTORS SHALL BE LOCATED ON PRIVATE PROPERTY AND SHALL BE EASILY 3. A Cleanout is required on all service ACCESSIBLE AT ALL TIMES, FOR MAINTENANCE AND INSPECTION. 9. ANY VARIATION OR DEVIATION FROM THIS STANDARD REQUIRES APPROVAL PRIOR TO INSTALLATION FROM THE q TOWN ENGINEER. lines every 100 feet, at every Y or 5. INLET AND OUTLET SHALL HAVE SANITARY TEES; CENTER BAFFLE MAY HAVE TEE OR ELBOW. after a combined total of 135 Detail Number. 6. INTERIOR PIPING TO BE SCHEDULE 40 PVC WITH STAINLESS STRAP, ANCHORING STRAP TO PIPE 5/8IN - 1 IN WATER METER DETAIL WATER METER NOTES degrees of bend. Q TO WALL. 22 DRAWING: BY: ME DRAWING: REVISEDQ3/2015 REVISED: 3/2015 �� WATER CONSTRUCTION BY: ME W WATER CONSTRUCTION FIRESTONE DRAWINGS SCALE: NTS "' 9 FIRESTONE DRAWINGS SCALE: NTS W3 Q c i n R s o o DATE: 1 2020 V NOTES: 1. BACKFLOW PREVENTER SHALL BE A 1" REDUCED PRESSURE ASSEMBLY. 2. BACKFLOW PREVENTION DEVICE SHALL BE LOCATED AFTER THE 1" METER VAULT. 3. FEBCO 765 BACKFLOW PREVENTION DEVICE SHALL HAVE A SBBC STRONG BOX COVER INSTALLED FOR PROTECTION. 12" MIN. TO FIXED STRUCTURE RED. PRESSURE BACKFLOW PREVENTER U) _j _j Q Q W z I-_ I-_ W m m ° U) U) o U U U o z !2� !2� Fz 00 �:O LL L _jU I- o o � O O m r r T m o 0 O = IL m m N N O N O O N O W N N O � O N LO O � CO N N W j jr Y U O J m z O 07 W W e N r, E CO U N00 C H LL. = 0 O �_ o CL 0 CIDO 0 U c U) O c6E O] to J V_ 0 Z Z J_ Q LL J U) � J J O Z Z W � J � U) � W N m 0 0 06 >Q> W W rn > U > J (n (c) N W Q � 06 J Q Z_ 0 O r LL LU W W J ~ O J W W D- (n THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION DESIGNED BY: ML DRAWN BY: SDW CHECKED BY: ML FIRESTONE INFORMATION BLOCK UTILITY DETAILS APPROVED BY: ML Name of Submittal: SWABBCO PROJECT NO.: 251.001 Type of Submittal: FINAL DEVELOPMENT PLAN DATE: 2/6/2019 Filing Number: N/A Preparation Date: 2/6/2019 SCALE: AS SHOWN Revisions Date: 04/04/2019 SHEET NO. C13 SHEET 14 OF 20 Revisions Date: 9/25/2020 Revisions Date: 12/10/2020 Revisions Date: 1/4/2021 SHEET 14 of 20 m I- 0 0 J 0 U I 0 z 0 I 0 N I U n m U CD 0 vi J w 0 w I- 0 D ry I- fn W J I- 0 0 0 N a- 0 LL / c� z ry 0 / 0 z w w Z 0 z w cn U z in V) 0 U N rn 0 0 N / Cn U w 0 w / tri w J L� U z ry Q 0 4702309 04/08/2021 08:13 AM Page 15 of 20 Pond Side Slope. Elev = 4894.0 4' 0" 8" f Base slab shown L = 12'-9" Top of Slope = Emergency Spillway Crest Elev = 4882.00 EE TABLE DETENTION POND - OUTLET PLAN VIEW .T.S. A A ELEVATION 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN Overflow/Flood Control Trash Rack W W W W W W W W W W W W W W W W W W W W V W W 3 Av PEW W W W W W V- i J Y W . J. W W W W W P orat Plate 2) W .Y W YWWW*DRY�V TF�ER•" W WW WW WWWWWWW WW; W W L WQ Trash Rack (2r--'-' Cutoff wall for sill \ (18" D x 6" W x 64" L) Top of concrete NOTES: sill (1) Mounted to the back of the headwall (2) Mounted to the front of the headwall )ETENTION POND - OUTLET PERSPECTIVE VIEW T.S. Bolt down or lock down C8x18.75 American Standard Structural Steel Channel. Trash Rack attached by welding WQCV TRASH RACK: 1. WELL -SCREEN FRAME ATTACHED TO CHANNEL BY INTERMITTANT WELDS 2. WELL -SCREEN TRASH RACKS SHALL BE STAINLESS STEEL AND SHALL BE ATTACHED BY INTERMITTANT WELDS ALONG THE EDGE OF THE MOUNTING FRAME. WELL -SCREEN TRASH RACK SPECIFICATIONS ARE: US FILTER TM STAINLESS STEEL WELL -SCREEN TRASH RACK DIMENSIONS & DESIGN SPECIFICATIONS: TRASH RACK DIMENSIONS WITH THE MOUNTING FRAME = 15" WIDE X 19" HIGH SCREEN #93 VEE WIRE SLOT OPENING = 0.139 SUPPORT ROD TYPE = #156 VEE 10-YR 1f� C U.S. Filter* Stainless Steel Well -Screen (or equal) Per Detail 5 C8x18.75 American Standard Structural Steel Channel formed into concrete bottom and sides of &nyash rack attached by intermittant welds. 8" 8" -{ 'j Rack Swivel Hinge 4'-0" 10 1 Tubular Trash 4 Rack 6" On Center l C Steel Perforated Flow Control Plate Flow Control Orifice Plate Outlet Pipe, See Table 4" I '. S: .�i• •f' '';, ].. ,.fir SUPPORT ROD, ON -CENTER SPACING-4" 5 DETENTION POND - OUTLET STRUCTURE TOTAL SCREEN THICKNESS = 0.31' N.T.S. CARBON STEEL FRAME TYPE - 8" X 1" FLAT BAR L D5 (TYPE L)THICKRIPRA� COMPACTED SUBGRADE SPILLWAY CREST ELEVATION 4882.0 ROTATED PLAN VIEW TOP OF BERM ELEVATION 4883.0 SPILLWAY CREST ELEVATION 4882.0 4• 6' MIN. L 1.13' THICK RIPRAP ACROSS EMERGENCY OVERFLOW WEIR SECTION AND SLOPE RUN-DOWN AREA 3 EMERGENCY OVERFLOW WEIR '� N.T.S. POND SUMMARY TABLE - Build -Out Conditions Volume (ac-ft) Volume Stage Elevation (ft) Stage (ft) Pond Bottom = 4879.00 Invert Out 15" RCP = 4878.75 WQCV = 0.161 WQCV WSE = 4880.00 1.00 10- r + WQ Vol. = 0.401 10- r + WQ WSE = 4880.44 1.44 0.987 4881.00 2.00 100- r = WQ Vol. = 1.957 1 00-r + WQ WSE = 4881.60 2.60 Emergency Overflow = 2.784 Emergency Overflow WSE = 4882.00 3.00 Top Pond = 5.156 12" Freeboard WSE = 4883.00 4.00 STEEL ORIFICE 3/4" X 1.0" ANGLE BAR, PLATE CARBON STEEL FRAME o12 Screen #93 Vee Wire, 0.139" opening stainless steel (US Filter or W Coequal) Col 0 POND DESIGN VOLUMES & WATER SURFACE ELEVATIONS POND VOLUMES DESIGN (Cubic Feet) OUTFLOW POND STAGE WATER SURFACE cfs REQUIRED PROVIDED DESCRIPTION ELEVATION (Feet) Pond Bottom = 4879.00 10-yr+WQ= 43,290 42,994 0.4 10 yr + WQCV K S. = 4880.44 100-yr +WQ = 85,247 107,158 4.2 100 yr +WQCV W.S. = 4881.60 Top Spillway = 12' Freeboard 224,605 Peak O 3rflow Freeboard WSE = 4882.60 NOTE: This table indicates Pond's Design Top of Pond = 4883.00 Invert at Outlet Structure (Inflow) = 4B79.00 Data, for Project's "Build-OuY conditions (i.e., Full Gravel placed on Lots 1 & 2). Upstream Invert at Outlet Pipe = 4878.76 WPLATE WCONC.+ 6 INCHES (MIN.) = 22" STRUCTURAL STEEL BOLTS OR CONC. W= 16" (SEE SECTION B-B) A 4.0' 22" STAINLESS STEEL CHANNEL FORMED INTO 16" INTERMITTANT WEL S, CONCRETE TO SPAN SEE DETAIL 4 WIDTH OF STRUCTURE. SEE DETAIL 4 Grate El = 4881.70 O O 0 4881.50 3" x 6" RECTANGULAR O O ORIFICE B O O +: B _ _ @ 4 OC H _ 2.7 WQCV WSEL - SEE TABLE BY INTERMITTANT WELDS ELEVATION g DETENTION POND - OUTLET STRUCTURE ORIFICE PERFORATIONS N.T.S. Emergency Spillway Overflow Outlet w/ Trash Crest Elev = 4882.0 Rack Sloped at 10:1 Top of Berm Elev = 4883.0 ***100-YR + WQCV / WSE = See Table U) J J Q Q W Z H H m m OU u u 0 Y U o U U U z !l F O 00 O LL LL m J H _ O _ O U Z w O J Q o U W m T m O O O I- m m C:) CV N CA N O O w N - CV O O 'NoN N N 0) CO N N Lu LL j jr T T N C r, E U N CO C 7 I� L� 0 rn CID FZJ0 = c LO o a m c) m O U) c C6 O E O J V '^) `/ V Z Q J IL t J Q W c� � U 0 (D z o J U Z W C) N m Q06 U 0 O rn > U > 0 U) (fl W Q N 0 Z 06 J Q W Z Z C) O 0 LL LL W � W J ~ � O J 0- W w W x Z:0 rn **10-YEAR / WSE = See Table Wingwall� 4 1 Type "L" (D50 = 9") See Table *WQCV WSE = able Orific late, See Detail 7 t 100 Yr Orifice Control Riprap Outlet Protection, Support Rods 3 Outlet See Erosion Control Plan TE 0.074"4.50", 1" O.C., 1 Trash Rack, See Detail 5- o 0 0.655" thickness Outlet Pipe, See Table INV. IN o 0 0 4879.0 Invert, See Table ---------------- DESIGNED BY: MIL O DRAWN BY: SDW CHECKED BY: MIL 6" 4,_1 1 I I I I I 8 DETENTION POND - DROP BOX OUTLET TRASH RACK ATTACHED Min.I---I 0.139" 0•09"ICI '� N.T.S. BY INTERMITTANT WELDING ALL AROUND R Value = (net open area)/(gross rack area) = 0.60 SECTION C-C SECTION B-B - PLAN VIEW DETENTION POND - WQCV OUTLETS W/ CIRCULAR OPENINGS N.T.S. THE CONTRACTOR SHALL LOCATE AND VERIFYALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION FIRESTONE INFORMATION BLOCK DRAINAGE POND DETAILS APPROVED BY: MIL Name of Submittal: SWABBCO PROJECT NO.: 251.001 Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A DATE: 2/6/2019 Preparation Date: 2/6/2019 SCALE: AS SHOWN Revisions Date: 04/04/2019 Revisions Date: 9/25/2020 SHEET NO. Revisions Date: 12/10/2020 Revisions Date: 1/4/2021 C14 SHEET 15 of 20 SHEET 15 OF 20 m 0 0 J 0 U I 0 z 0 I 0 N I U n 07 U z 0 V) V) ry 0 M m Q 0 m N 0 N 0 w Q 0 0 J a- c� 0 z n (a Z a- Q U V) 0 z 0 0 N a- 0 i c� z ry Z w w z z w l� i cn CD z in V) 0 U N rn 0 0 N i cn U w 0 a- i V) w J c� ry z 3 Q 0 4702309 04/08/2021 08:13 AM Page 16 of 20 \ o255oofag \ f 20 20' CLEAR ZONE (NO PARKING OR STORAGE) \ NON -IRRIGATED LOW GROW DRYLAND GRASS SEED MIX ITI 1-ABS \ 1-ABS 1-IRS T _417__ - \ 3-SPB J 1-RS J 3-SPB \ 3 JUS FG R 8' WIDE UTILITY EASEMENT J 1-ABS 1-RS O2 \ 1-RCA \ 2-DFG 4-JUS \ 1-RCA / \ 8'- 2-ABM/ 1-CBS 1-ABM 1-ABMUj / 20' CLEAR ZONE (NO PARKING OR STORAGE) / / NON -IRRIGATED LOW GROW DRY ND GRASS SEED MIX 7 / / gas gas flag GROUND COVER (LANDSCAPE): NOTE: INTERNAL PARKING STALLS & AREA = 1960 SF INTERNAL LANDSCAPING = 808 SF ASPHALT AREA FOR PARKING/ INGRESS & EGRESS = 35, 809 SF OF ASPHALT EXCLUDING BUILDING 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN LANDSCAPE BERM: 18"-24" DESIGN HEIGHT 2-DFG \ I -1-FRG - 3-YJ I 1-MP 1-ABS 1-RS \ DESIGN INTENT EXISTING TREES - _ TO REMAIN THIS LANDSCAPE PLAN FOLLOWS THE EXISTING CONCEPTS OF THE SURROUNDING J II PROPERTIES. PROPOSED PLANT MATERIALS SUPPORT LOW WATER USE AND EASE eee �� OF MAINTENANCE. PROPOSED SHRUBS AND GRASSES WILL PROVIDE YEAR ROUND INTEREST AND THE PLANTS SELECTED ARE APPROPRIATE FOR THE WATER 1-ABS ° e, so "Vap MI AVAILABILITY AND CLIMATE OF NORTHERN COLORADO. 1-RS ^� PLANTING SCHEDULE: 1-RCA � 2-SPB 1-FRG 1-RCA 2-SPB 1-RS 1-FRG 2-MP \ 2-DFG 2 DFG I \ 1-FRG 2-DFG F 1-CB1-FRG 1-FRG 1-FRG 1 FRG 2-SPG 2-SPG FG � "1- 21�FG -1-ABM 1-ABM v \-- 1-CBS 1-ABM GROUND COVER (NON -LANDSCAPE): 1-FRG 4 Cn^ P 1-FRG 11^r 2-SPG r 2-SPG ' 1-ABM -DFGr 2-D O NATIVE SEED MIX 22,700 SF SEEDED IN DETENTION POND: 28,100 SF O (SEE SHEET 3 & SHEET 8) TOTAL 50,800 SF x 1-ABM SYMBOL/ABBREV. COMMON NAME SIZE QUANTITY DECIDUOUS SHADE TREES ABM AUTUMN BLAZE MAPLE 2 1/2" CALIPER/B & B 4 \ ACER X FREMANII "AUTUMN BLAZE" DECIDUOUS ORNAMENTAL TREES RCA RADIANT CRABAPPLE "FRUITLESS" 2" CALIPER/B & B 8 ° NOTE: "SPRING SNOW" MAY BE SUBSTITUTED TO MEET THE FRUITLESS REQUIREMENT. ABS AUTUMN BRILLANCE SERVICEBERRY 2" CALIPER/B & B 6 EVERGREEN TREES CBS COLORADO BLUE SPRUCE 6' MINIMUM HEIGHT 3 ("FAT ALBERT") DECIDUOUS SHRUBS CB BARBERRY CRIMSON PYGMY 5 SPG "GOLDFLAME" SPIREA 10 ® SPB "BLUE MIST" SPIREA 5 GALLON 13 RS RUSSIAN SAGE 8 Sc SPREADING COTONEASTER 8 EVERGREEN SHRUBS JUS "SCANDIA" JUNIPER 5 GALLON MP MUGO PINE 9 9 ORNAMENTAL GRASSES FRG FEATHER REED GRASS 27 ("KARL FOERSTER") 5 GALLON G YJ YAKU JIMA MAIDEN GRASS 6 ("YAKU JIMA") DFG DWARF FOUNTAIN GRASS 2 GALLON 38 PERRENIALS OHO DAY DAYLILY 1 GALLON MIXED OD OXEYE DAISY 1 GALLON MIXED DI DIANTHUS 1 GALLON MIXED ROCK BEDDING 3" LAYER OF 1.5" DIA. OR LARGER RIVER ROCK OVER WEED BARRIER FABRIC (ROCK BED) n • Ii I I I NATIVE SEED MIX: 1-Sc 1 Sc—; I , NON -IRRIGATED LOW GROW DRYLAND GRASS SEED MIX: PLS/AC 0.18 0.73 4.85 2.26 1.47 0.99 10.48 THE CONTRACTOR SHALL LOCATE AND VERIFYALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION I 0 20' 40' SCALE: 1 " = 20' FIRESTONE INFORMATION BLOCK LANDSCAPING PLAN Name of Submittal: SWABBCO Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A Preparation Date: 2/6/2019 Revisions Date: 04/04/2019 Revisions Date: 9/25/2020 Revisions Date: 12/10/2020 Revisions Date: 1/4/2021 SHEET 16 of 20 U) W z J Q I-_ J Q I-_ OU 00 m u m u Y U z ov= cn cn v= o U O m J H J _ o _ o W Z O m U o o o 0 w ° m m O N N N o N N � o N H rn � co N N W w LL8 tca s J IMF 47 d '"' Aw T T N C r, E 0 U N Co 7 t- iE = c 0 o a CO CDO U 0 U)o c v6 E rn O J V_ 0 Z Z J_ Q LL _j Z O(f)Z� J J U)Z w c� m O 0 Q 0 Q w w U U > 05 U) (0 w Z 0 J J Q Z o O L.L LL 0 W � W J ~ � O J M W W W w a. 2 W DESIGNED BY: ML DRAWN BY: SDW CHECKED BY: MIL APPROVED BY: MIL PROJECT NO.: 251.001 DATE: 2/6/2019 SCALE: AS SHOWN SHEET NO. C15 SHEET 16 OF 20 0 3r 0 Cn J Q bi W 0 O O N W 0 w N U Zry Q U z_ UY W W Z_ U z w �i / In U z in Cn O IY U co 0 O N / In U W O Ir a- / Cn w J L� 0 z Q o- 0 4702309 04/08/2021 08.13 AM Page 17 of 20 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO. 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN Firestone Parrs Design Criteria Manual Firestone Parrs Design Criteria Manual Firestone Parrs Design Criteria Manual Attachment 8 Attachment 8 Attachment 8 Standard Landscape Notes and Details Standard Landscape Notes and Details Standard Landscape Notes and Details - TRUNK SHALL � MAINTAINED q ` IN A VERTICAL POSTION •. ,t'*,. .°•.__ __.<, _ - CONC4E-E C.JRB OR SIOEWAt K PRJNE ALL QAMAGFD A DEAD WOOD IMA41EDIATFI,Y PRIOR "J PLANTING �SHRUB t" RADE A WH14 , I-THAV - THE GRFW 2 L MIN e fir" AIC; P; ANT PIT TWICE AS WIDE. ASTt*E CONTAINER OR MORE - I - - - �1 2 GAUD AND PROTECTIVE RUBBERHOSE INSTALL TOP OF ROOT BALL- 3-4' ABOVE FINISH GRADE - - 2'X2' EN STAKE '-:--` 3* MULCH LAYER (' OVER ROOT BALL) ROOT BALL FINIS#L GRADE PLANTING HOLE SHALL BE Y LARGER THAN THE P ROOT BALL DIAMETER r - EXISTING UNDISTURBED SQL PREPARED PLANTING SOIL _._..--� COMPACTED SOIL_ TO MINIMIZEG _ a gut s F r�aa _ s "4 a 'r c a - ae ,At roe a }' * , _ -f• + A - r a s � t m. "-V € aE xY` +* � s ssa; t +a ,.A r ,M p s > a #aA ,.Aotk � � s , rr �a 7 � s# s -.. , to ,�4 -,.., -€ Ki ra s 4 , :.,C , � is € A T ip *:T a e , ':*� 7 at � A.. �� AST k", 4 :-3 r c. r. Fjp APPLY PEC FIED MULCH S' DEEP I j . REMOVE ON AINER - ROUGt€EN SIQES OF P; AN T PIT SCORE SIDES 09 RC;,-TBALL ; __ F . PLAN BOUND ITHSPE tFiE Ri XfAMF 'MIN FILL PLANT R" y1iTi9 SPEC�FIEp SOIL h€tX j ANY BROKEN OR CRUMBLING ROCJTF3Ai t Wit I E3F Re FCT�Q REMOVING THE CONTAINFR'S Wt NOI DF AN FXCUSE FOR 0AMAGFO ROOTRAILS - -�. x aa€ As- "—,"A a v w -PINE TREE PLANTING DETAIL ._. —, E �k> NOTE jqL o GRADE i" BEL:1W EDGE OF WAI K OR CURB l- -DECIDUOUS TREE PLANTING 3 SHRUB PLANTING SPREAD N F € i :Y* i .: HEIGHT MULCH 3" FROM STEMS 3" MULCH LAYER eftc , c a , t Avg aai iAta33<"; mR ,iF .* ti'ai.. ', ,., , ,.^.^......t .* ✓a� +ki 1�.,+€, Lai !? --. - - - - - - - - --. FERTILIZER TABLETS AS - IF SPECIFIED. PLACE UNIFORMLY � AROUND ROOT -MASS PREPARED PLAN�iNG SOIL - - BETWEEN MIDDLE AND a€ rr_ A ,'. uF" s > F., a�:= + a`vT ;:**:ram`+ BOTTOM OF ROOT MASS EXISTING UNDISTURBED SOIL 'If , 'T A &i &'Wkt _ r�<€sce<"r. At,+H4.`-t{ i _ ..` t 1 z- �..„ ' "`-.,.P xaz Ajjj�jd;4f'Rvt*N,-. A.!x AA,,, A td44t�'ti a'* _. i..,i� 4 3 TO Ts TIMES WIDTH OF RQOTBALL�;, SHRUB & GROUNDCOVER PLANTING DETAIL F I• t =>wFx.�"ik �.Tx:a�aCx ,. �a „ Aak:' At: 2 EVERGREEN TREE PLANTING 4 STEEL. EDGER - L5 � W- THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION FIRESTONE INFORMATION BLOCK LANDSCAPING DETAILS Name of Submittal: SWABBCO Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A Preparation Date: 2/6/2019 Revisions Date: 04/04/2019 Revisions Date: 9/25/2020 Revisions Date: 12/10/2020 Revisions Date: 1/4/2021 SHEET 17 of 20 U) J J Q Q W Z H H m m ° o U) U) U U U o z !2� !2� 1= 00 �:O LL LL J U w � O O mw 00' T m o 0 O 2 LL. m m N N O N O O N O W N N O P O N LO O � CO N N W D_ LM IY LL o w 0 J W ~ ¢ t- D_ W W W 0_ 2 0 UA Y U O J m z O U) W w T T le N CO O CD U NC t- LL O` 0) nA p = C O C C) o CL CO Co 0 U C Un O LOC 0 0 r J V •^/ C V Z Z J_ U) FL v) L.L -j J III1 U) I— Z w 0 M Z O j 0- U � U N p 0 06 J Z Q � Z J L.L O J DESIGNED BY: MIL DRAWN BY: SDW CHECKED BY: MIL APPROVED BY: I MIL PROJECT NO. DATE: 251.001 2/6/2019 SCALE: AS SHOWN SHEET NO. C16 SHEET17 OF 20 Q 3 0 z 0 a c� o- O U m 9 1n I 0 V) / O U m 9 1n / o- Z) 0 of 0 1n LLI 0 M w o- U w O of IL z 0 a c� of of 1.11 L;J J LL_ CD z a o- 0 4702309 04/08/2021 08.13 AM Page 18 of 20 CONTROLLER CHART NOTE: THIS TABLE IS PROVIDED AS A GUIDLINE ONLY. SEASONAL AND MICRO CLIMATE CONDITIONS WILL ALTER ACTUAL STATION RUN TIMES AND IRRIGATION FREQUENCY. THIS TABLE IS NOT INTENDED FOR USE AS A GROW IN SCHEDULE. THIS IRRIGATION SYSTEM IS DESIGNED TO ACCOMMODATE ET DATA DOWNLOADS FOR AUTOMATED STATION SCHEDULING ADJUSTMENTS. Cycles based on clay loam soil @ 027hr infiltration rate Application Amount 0.5 Note: 0.5" application = 1.5" per week irrigation 3 days/wk Station # Plant Material Irrigation Type Head Model Recommended Operating PR in/hr Zone Flow Total Run Time in Cycles Type Pressure (in -head regulation) (GPM) Minutes to apply 0.50" 1-1 Shrubs Drip Rain Bird Xeri-Bug Emitter 40 psi 0.26 7.5 115 2 1-2 Trees DripRing Dripline Ring 40 psi 0.26 3.8 115 2 1-3 Shrubs Drip Rain Bird Xeri-Bug Emitter 40 psi 0.26 7.5 115 2 1-4 Trees DripRing Dripline Ring 40 psi 0.26 5.9 115 2 1-5 Trees DripRing Dripline Ring 40 psi 0.26 8.1 115 2 Total Run Time in Hrs - Tree Zones 5.8 Total Run Time in Hrs - Shrub zones (drip) 3.8 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN PRESSURE LOSS WORKSHEET Project: SWABCO Date: 6/3/2019 Tap ID Static Pressure 60 Tap Elevation 4,912 Station/Zone ID A5 Flow (gpm) 8.1 "Critical Head" Elevation 4,912 Head Type IRotary Spray (Rain Bird R-VAN) Component C F Size Length Loss/Gain Service Line Type K Copper 1" 20 0.46 Meter 1" n/a (0.45) Irrigation Backflow Device Reduced Pressure Principle 11." n/a (11.00) Master Valve Rain Bird 100-PEB 1" n/a (1.80) Mainline Class 200 PVC 1" 10 (0.09) Control Valve Rain Bird 100-PEB 1" n/a (1.80) Lateral Allowance 1" 100# POLY Varies (2.50) Elevation Loss/Gain I I - I - Recommended Mainline Operating Pressure at Control Valve: 50 psi I Total LosslGain -17.18 Pressure loss calculation is based on "Critical Head" Dynamic pressure is does not reflect pressure Dynamic Operating Pressure 42.82 regulation of remote control valves. Recommended Zone Operating Pressure 40.00 Differential (over 10 psi should be regulated at valve) 2.82 4 IRD ith 0 3I IRRIGATION DESIGN, LLC 9499 HIGH CLIFFE STREEr, HIGHLANDS RANCH, CO 80129 PHONE 303-471-7377 WWW.SMITH-IRRIGATION.COM IRRIGATION LEGEND Qty Symbol Description Detail AS REQ'D NOT SHOWN RAIN BIRD XB10PC 1.0 GPH PRESSURE COMPENSATING XERIBUG EMITTER G/IR2 66 RAIN BIRD XFD-06-24 4 DIAMETER DRIP RING FOR 2 CALIPER PLANT MATERIAL F/IR2 1 ❑ FEBCO 825YA - 1" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE ASSEMBLY WITH MASTER VALVE AND FLOW SENSOR A/IR2 5 ® RAINBIRD XCZ100PRBCOM 1" PESB REMOTE CONTROL DRIP VALVE ASSEMBLY WITH 40 PSI PRESSURE REGULATING BASKET FILTER C/IR2 1 © WEATHERMATIC SL1608-SLW5 8 STATION WALL MOUNT CONTROLLER WITH ITH WIRELESS WEATHER SENSOR E/IR2 1 RAINBIRD 5LRC 1" QUICK COUPLING VALVE ASSEMBLY B/IR2 15 T) MANUAL DRIP LINE FLUSH VALVE ASSEMBLY WITH INDICATOR D/IR2 2,150 LF ............. 1" POLYETHYLENE DRIP TUBING 80 LF 3" CL200 PVC LATERAL SLEEVE PIPE EOL 14 AWG 24 VOLT WIRE PATH IRRIGATION NOTES 1. ALL PIPING SHOWN ON PLANS IS DIAGRAMMATIC AND LOCATIONS SHOWN ARE FOR CLARITY ONLY. ALL PIPING SHALL BE ROUTED IN PLANTING AREAS AND SHALL AVOID TREE LOCATIONS. PIPING SHALL MAINTAIN A MINIMUM OF 10 LF FROM TREE ROOT BALLS. 2. IRRIGATION SYSTEM DESIGNED FOR 50 PSI DYNAMIC PRESSURE. CONTRACTOR TO STATIC PRESSURE PRIOR TO INSTALLATION. STATIC PRESSURE MUST BE MINIMUM 70 PSI. 3. CONTRACTOR SHALL INSTALL IRRITROL 700-1 1" MASTER VALVE AND WEATHERMATIC SLFSI-T10 1" FLOW SENSOR DOWNSTREAM OF BACKFLOW DEVICE AND RUN MANUFACTURER RECOMMENDED COMMUNICATION WIRE TO CONTROLLER AND MAKE ALL NECESSARY CONNECTIONS FOR PROPER OPERATION. J Q m U Y z U cn o O ~ EL J Em p U Z 05 O w ti U) o w 0 Y Q m rn o 04 w t o j 0 0) T 4. ALL COPPER PIPING DOWNSTREAM OF METER SHALL BE 1-1/4" DIAMETER AND SHALL TRANSITION TO PVC OUTSIDE OF N BUILDING FOUNDATION AND AT MAINLINE DEPTH. 00 E 5. ALL SLEEVE PIPE SHALL BE CLASS 200 PVC AND SIZED AS FOLLOWS: / N 0 ( Q 5.1. ALL CLASS 200 PVC SUB -MAINLINE - ONE 41, DIAMETER CL 200 PVC SLEEVE '- 5.2. ALL CLASS 200 PVC SPRINKLER LATERAL PIPE - ONE 4" DIAMETER CL 200 PVC SLEEVE ~ 0 �` 5.3. 1" DRIP HEADER LINE- ONE 3" DIAMETER CL 200 PVC SLEEVE = 0 6. ALL SLEEVE PIPE OPENINGS SHALL BE DOUBLE WRAPPED WITH 6 MIL POLYETHYLENE PLASTIC AND SECURED USING WIRE o "ZIP" TIES AROUND SLEEVE AND PIPE. j o 00 7. MINIMUM PIPE SIZE SHALL BE 1" DIAMETER UNLESS OTHERWISE NOTED ON PLAN. % E SOU y c�,.. ,7 in o 8. CONTRACTOR SHALL PROVIDE 120 VOLT 15 AMP ELECTRICAL SERVICE TO CONTROLLER LOCATION. ALL ELECTRICAL E WORK SHALL BE IN COMPLIANCE WITH N.E.C. AND ALL LOCAL CODES. Lo 0) C Or J 9. ACTUAL CONTROLLER LOCATION SHALL BE DETERMINED IN THE FIELD BY OWNERS REPRESENTATIVE. 10. CONTRACTOR SHALL PROVIDE AND INSTALL WIRELESS RAIN/FREEZE SENSOR AT CONTROLLER LOCATION AND INSTALL WITH CLEAR ACCESS AND NO OBSTRUCTIONS. 11. DRIP HEADER LINES SHOWN ON PLANS INDICATE PROXIMITY OF DRIP ZONES. ALL TREES AND SHRUBS IN NATIVE SEEDED AREAS SHALL HAVE DRIP RINGS FOR TREES (24" SPACING) AND 18" GRID LAYOUTS OR INDIVIDUAL EMITTER LOCATIONS FOR ALL SHRUBS. EMITTER LOCATIONS AND DISTRIBUTION TUBING NOT SHOWN ON PLANS FOR GRAPHICAL AND CLARITY PURPOSES. ZONES ARE DESIGNED TO ACCOMMODATE 5 GPM NOT TO EXCEED 10 GPM USING RAIN BIRD PRESSURE COMPENSATING XERI-BUG 1.0 GPH EMITTERS (NOT TO EXCEED 600 EMITTERS PER ZONE) 12. DRIP EMITTERS SHALL BE PRESSURE COMPENSATING TYPE. DRIP EMITTER LOCATIONS ARE NOT SHOWN ON PLAN FOR GRAPHICAL PURPOSES. EMITTERS SHALL BE INSTALLED PER THE FOLLOWING QUANTITIES: 12.1. #2 CONTAINER = TWO 1.0 GPH EMITTER 12.2. #5 CONTAINER = THREE 1.0 GPH EMITTERS 12.3. 2" CALIPER TREE & LARGER = DUAL LOOP DRIP LINE, 0.6 GPH @ 24" SPACING, 32" INNER LOOP (4 EMITTERS) AND 60" OUTER LOOP (8 EMITTERS) 13. ALL PIPING AND VALVE ASSEMBLIES SHALL BE LOCATED IN NATIVE OR SHRUB BED AREAS WHERE POSSIBLE. LOCATIONS SHOWN ARE DIAGRAMMATIC AND ARE FOR CLARITY PURPOSES ONLY. 14. REMOTE CONTROL VALVES FOR TURF SHALL BE INSTALLED IN ADJACENT SHRUB BEDS OR WITHIN 2LF OF WALKWAYS AND CURBS OR IN TURF AREAS NOT CONTROLLED BY VALVE IN QUESTION. 15. ANY QUANTITIES SHOWN ON PLAN ARE ESTIMATED QUANTITIES ONLY. FIELD CONDITIONS MAY VARY AND MAY ALTER ACTUAL QUANTITIES. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO INSTALLATION. 16. ALL SPRINKLER NOZZLES SHALL BE ADJUSTED FOR OPTIMUM COVERAGE AND MINIMUM OVERSPRAY. 17. REMOTE CONTROL VALVES SHALL BE INSTALLED PER DETAILED DRAWINGS AND SHALL HAVE ONE CONTROL VALVE PER VALVE BOX. 18. BACK FLOW PREVENTION SHALL BE INSTALLED TO MEET ALL LOCAL CODES. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION. 20. ALL TRENCHES SHALL BE BACKFILLED IN 6" LIFTS OF CLEAN SOIL FREE OF ROCKS AND RUBBISH AND COMPACTED TO 95% PROCTOR DENSITY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION. 21. CARE SHALL BE TAKEN TO ENSURE THAT NO SOIL OR DEBRIS ENTERS THE PIPE DURING INSTALLATION. 22. ALL PIPE ENDS SHALL BE PROPERLY CLEANED AND SHALL BE FREE OF ANY BURRS AND/OR SHAVINGS AS A RESULT OF THE PIPE BEING CUT. U)z J z U () z CCU 0� 2 J mCU0- N QNO LU (n � w � Q � J Oz o w J ILL 0 LLI x J ~ � Q 0- w x I-_ LLI w z:0- cn z Q J z O Q LD ry W 23. ALL LINES SHALL BE THOROUGHLY FLUSHED PRIOR TO INSTALLATION OF NOZZLES. DESIGNED BY: DJS DRAWN BY: DJS CHECKED BY: DJS FIRESTONE INFORMATION BLOCK IRRIGATION PLAN APPROVED BY: ML i Name of Submittal: SWABBCO PROJECT NO.: 251.001 Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A DATE: 06/03/19 Preparation Date: 2/6/2019 SCALE: ASSHOWNRevisions Date: 04/25/2019 THE CONTRACTOR SHALL LOCATE AND SHEET NO. VERIFY ALL EXISTING UTILITY Revisions Date: 12/10/2020 0 20' 40' LOCATIONS PRIOR TO CONSTRUCTION Revisions Date: # I R 1 Revisions Date: # SCALE: 1" = 20' SHEET 18 of 20 SHEET 18 OF 20 c� 0 z 0 a c� 0 U a 9 En I 0 U) 0 U m 9 cn O w 0 (N w z O Ir w a i 1n i5 U w 0 w 1-11 O a c� 2 H 1n i U w J L- c� z 0 4702309 04/08/2021 08.13 AM Page 19 of 20 IRRIGATION SERVICE LINE FROM METER MALE ADAPTER MCDONALD 5420 STOP & WASTE VALVE CARSON 1419 VALVE BOX W/ LID TYPE K SOFT COPPER - LENGTH AS REQ'D 18" RADIUS BEND BACKFLOW PREVENTER (SEE LEGEND) 8 BRASS UNION STRONG BOX SBBC-40ALHPI INSULATED ENCLOSURE 3000 PSI POURED IN PLACE CONCRETE PAD LASCO COLONIAL 235 PSI COMPACT PVC BALL VALVE 19 & 26 CROSSINGS FILING NO. 1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORADO 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN SCH 80 PVC NIPPLE TBE - 4" LENGTH REMOTE CONTROL MASTER VALVE (SEE LEGEND) 3M DBY CONNECTOR EXPANSION LOOPS - 36" MINIMUM CARSON 1419 VALVE BOX W/ LID MAINLINE PIPE (SEE LEGEND) LENGTH = 10X PIPE DIA MIN FLOW SENSOR (SEE LEGEND) MAINLINE PIPE (SEE LEGEND) WASHED PEA GRAVEL - 2 CF MINIMUM CLEAN COMPACTED BACKFILL FINISH GRADE BACKFLOW PREVENTION ASSEMBLY WITH ENCLOSURE WITH MASTER VALVE, FLOW SENSOR, AND QUICK COUPLER O NTS O Q� O •. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i •i •i i •i •i •i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •i •i •i �� r•i •i •i •i •i � �i •i �i •i •i •i •i • •i •i •� -.. -.. -.. -.. -.. -.. -.III ■■�-_■■j... -.. -.. -._. -.. -.. -.. -.• 4 QUICK COUPLING VALVE(SEE LEGEND) 2 EXCALIBUR 1" X 6" FLEX NIPPLE 3 SCH 80 PVC THREADED COUPLING 4 LASCO G172-212 UNITIZED SWING JOINT 5 LATERAL PIPE (SEE LEGEND) 6 SCH 40 PVC LATERAL FITTING 7 CARSON 910 10" ROUND VALVE BOX 8 WASHED PEA GRAVEL - 1 CF MINIMUM 9 CLEAN COMPACTED BACKFILL 1 FINISH GRADE QUICK COUPLING VALVE ASSEMBLY 1" INLET NTS SCH. 80 PVC BALL VALVE - 3/4" y 2 BRASS ADAPTER - 3/4" MIPT X MHT 3 SCH. 80 PVC NIPPLE - 3/4" X 4" LENGTH � LANDSCAPE DRIPLINE - 30" DIAMETER INNER RING 4 GARDEN HOSE SECTION - 48" MIN - 60" MAX 1. WIRELESS WEATHER SENSOR -SEE LEGEND 60" DIAMETER OUTER RING 5 SCH 40 PVC 90 DEG ELBOW S X T 2. WALL MOUNT CONTROLLER - SEE LEGEND LANDSCAPE DRIPLINE EMITTER - INTEGRATED 24" SPACING 6 CARSON 1419 VALVE BOX W/ LID 3. CONDUIT 115V A.C. 3 COMPRESSION FITTING -TEE 7 FINISH GRADE 4. POWER SUPPLY WIRES 1/2" MIPT X INSERT MALE ADAPTER 8 CMU BLOCK SUPPORT 5. GROUND WIRE SCH. 40 PVC 1" X 1/2" REDUCING TEE 6. CONDUIT 24V A.C. 6 LATERAL DRIP FEEDER LINE 9 2 CUBIC FT WASHED PEA GRAVEL 7. RAIN STAT WIRES CENTER OF TREE OR SHRUB LATERAL PIPE (SEE LEGEND) 8. MASTER VALVE WIRE 8 CANOPY EDGE OF TREE OR SHRUB SCH 40 PVC TEE S X T HUNTER ECO-ID DRIP SYSTEM INDICATOR 9. 24V CONTROL VALVE WIRES NOTE: DRIPLINE FITTINGS BRAND MUST MATCH DRIPLINE TYPE FLUSH VALVE ASSEMBLY E WALL MOUNT CONTROLLER ASSEMBLY F TREE DRIP RING ASSEMBLY WITH DRIP SYSTEM INDICATOR NTS WITH WIRELESS WEATHER SENSOR NTS PLAN VIEW NTS 8 MAINLINE FITTING 2 SCH 80 PVC THREADED NIPPLE - 10" LENGTH 3 SCH 80 PVC THREADED ELBOW 4 SCH 80 PVC THREADED NIPPLE - 12" LENGTH 5 PVC BALL VALVE 6 REMOTE CONTROL VALVE (SEE LEGEND) BASKET FILTER 8 PRESSURE REGULATOR ® SCH. 80 PVC THREADED UNION 1 LATERAL PIPE (SEE LEGEND) 1 EXPANSION LOOPS - 36" MINIMUM 1 3-M DBY CONNECTOR CARSON 1419 VALVE BOX W/ LID (EXTENSIONS AS REQUIRED 1WASHED PEA GRAVEL - 2 C MINIMUM 11 4" X 8" X 16" CONCRETE BLOCK SUPPORT REMOTE CONTROL DRIP VALVE ASSY. W/ FILTER & REGULATOR NTS POLYETHYLENE DRIPLINE TUBING 2 TRANSFER BARB 3 1/4" DISTRIBUTION TUBING 4 1/4" TUBING STAKE DRIP EMITTER - SEE IRRIGATION LEGEND / NOTES 6 TYPICAL PLANTING DETAIL - FOR REFERENCE ONLY. (SEE PLANTING PLANS) Q MULCH - FOR REFERENCE ONLY (SEE PLANTING PLANS) (B UNDISTURBED EARTH/COMPACTED BACKFILL - FOR REFERENCE ONLY (SEE PLANTING PLANS) TYPICAL DRIP EMITTER PLACEMENT THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION 4 'IRDith 0 111I IRRIGATION DESIGN, LLC 9499 HIGH Cl-IFFESTREET, HIGHLANDS RANCH, CO 80129 PHONE 303-471-7377 WWW.SMITH-IRRIGATION.COM NTS FIRESTONE INFORMATION BLOCK 1 IRRIGATION DETAILS Name of Submittal: SWABBCO Type of Submittal: FINAL DEVELOPMENT PLAN Filing Number: N/A Preparation Date: 2/6/2019 Revisions Date: 04/25/2019 Revisions Date: 12/10/2020 Revisions Date: # Revisions Date: # SHEET 19 of 20 Ii 0 u_ 0 w w o_ J Q H m U) z Y U) 0 C) ~ J LL D_ CO p U Z w O w N 0 U) O W 00 (O (O O Y Q 00 o w Lu j00 T T CO N - E U N T__ T E O LO Q �00 00 a� W 0 U cn 0 vi E r J VJ z J z OOW U0�2 mCU0- 00 Q N O 06 W U,cy)> W � J Oz w J J H H w w U) J_ Q W 0 z O ry w DESIGNED BY: DJS DRAWN BY: DJS CHECKED BY: DJS APPROVED BY: ML PROJECT NO.: 251.001 DATE: 6/3/2019 SCALE: AS SHOWN SHEET NO. IR2 SHEET 19 OF 20 4702309 04/08/2021 08.13 AM Page 20 of 20 0. 19 AND 26 CROSSINGS FILING NO.1, LOT 1 A PART OF THE NE QUARTER OF SECTION 4, TOWNSHIP 2 NORTH RANGE 67 WEST OF THE 6 TH PRINCIPLE MERIDIAN, TOWN OF FIRESTONE, COUNTY OF WELD, COLORA 10.87 ACRES SWABBCO FINAL DEVELOPMENT PLAN 0.0 + 0. - 0.0 + 0.0 0.0 0.1 0.1 0.0 0.1 0.2 0.1 0.1 0.0 0.1 0.1 0.0 + + + 0.0 + 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + + + + + + + ' + + + + + + + + 0.0 0.0 0.2 0.8 1.3 1.5 1.4 2.0 2.6 1.4 1.5 1.1 0.6 0.1 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0 + + + + 0.0 0.1 0.5 .4 + 2.6 + 4.1 + 5.2 + 2 + 3 + 5.1 .4 2.1 + 1.0 + + + + 0.3 0.1 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 00.0 + 0.0 + 0.0 + 0 0 + 0. + + + + + + + + + + + + + + 0.0 0.1 0.6 .4 2.3 3.2 3.3 3. 3 4 .9 2.0 1.1 0.4 0.2 0.2 0.1 + + + + + + + + + + + + + + + + + + 0.1 + 0.0 + + 0.0 + + 0.0 + + 0.0 + I + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 1.2 1.6 1.8 2.2 2.2 2.4 2.0 1.8 1.5 1.1 0.7 0.6 0.5 0.5 0.3 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + + + + + + + + + + + + + + + + 0.1 0.2 0.6 1.0 1.2 1.3 1.5 1.4 1.6 1.5 1.3 1.2 1.0 0.9 0.9 1.1 1.3 + 1.3 + 1.0 + 0.2 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + + + + + + + + 0.1 0.3 .6 0.9 1.0 1.0 1.0 1. 1 0 .9 0.9 1.0 1.1 + 1.2 2.0 + 2.4 + 1.9 + 0.3 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + + 0.1 0.3 .6 + 1.0 + 1.3 + 1.0 + 1.5 + 0. + 1 + 1 5 .0 1.2 + 1.6 + 1. + + + 1.8 1.9 2.6 + 3.9 + 2.7 + 0.1 + 0.0 + 0.0 + 0.0 I + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + + + + + + + + + + + + 0.2 0.4 .8 2.1 3.8 2.8 9.2 1.8 3.0 9.2 1.8 3.0 9.3 17. + + + 2.9 + 5.0 + 3.0 + 0.2 + 0.1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + + + + + 0.2 0.4 1.1 3.3 6.9 14' 14' o + 0 + + + 1 3.2 + 2.6 + 3.6 20' + 0.3 + 0.1 + 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.9 2.3 3.8 14' 14' o 6.1 3.3 3.3 2.9 3.4 0.3 0.1 0.0 + 0.0 I + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + + + + + 0.2 0.3 0.6 1.2 2.1 + 6.9 + + + 4.4 2.9 3.0 + 5.0 + 3.0 + 0.2 + 0.1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + + + + + 0.2 0.3 0.5 1.1 5.3 13. + + + 4.1 2. 2.8 + 3.8 + 2.6 + 0.2 + 0.1 + 0.0 0.0 I 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.6 3.1 4.5 3.6 2.5 2.4 2.5 1.9 .3 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + + + + + 0.3 0.5 1.2 3.1 5.6 17' 17' + + + + 5.2 5.8 3.1 1.9 + 1.5 + 1.1 + 0.3 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 A + + + + + 0.3 0.6 1.4 3.8 6.9 A + + + + 6.1 6.7 2.9 1.4 + 0.8 + 0.4 + 0.1 + 0.0 + 0.0 + 0.0 I + 0.0 + 0.0 + 0.0 + 0.1 + 0.2 + + + + + 0.3 0.6 1.4 3.5 5.1 + + + + 4.4 5.2 2.6 1.1 + 0.5 + 0.3 + 0.1 + 0.0 + 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.7 1.6 4.2 7.6 A 17' 17' 6.2 6.9 A 2.8 1.1 0.5 0.3 0.1 0.0 0.0 + 0.0 I + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + + + + + 0.3 0.6 1.4 3.6 5.4 + + + + 4.5 5.3 2.5 1.0 + 0.5 + 0.3 + 0.1 • + 0. + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + + + 0.3 0. 1.4 3.6 00 17' 17' + + + + 5.1 5.7 2.5 1.0 + 0.4 + 0.2 + 0.1 0.0 + 0. 0.0 I 0.0 0.0 0.0 0.0 0.1 A 0.2 1.2 3.3 10' 10' A 5.3 5.7 2.2 0.8 0.4 0.2 0.1 0. 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + + + + + + + + + 0.2 0.3 0.7 1.6 2.5 2.9 10.3 1.8 3.1 + + + + + + + 10.3 1.8 3.1 0.3 3.1 2.4 1.2 0.5 + 0.3 + 0.1 + 0.1 ;'0. + 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 0.8 1.1 2.2 0.9 1.3 2.2 0.9 1.3 2.1 1.0 0.7 0.5 0.3 0.2 0.1 0.0 0. 0.0 0.0 I 1. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 �0.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 z LurLnaire Schedule Symbol Qty Label LLF Description Lum. Watts Lun. Lumens D 7 ILP Wallpack 50W LED 1.000 WPLP 50W 49.6 4184 0 4 Barn Light Gooseneck 1.000 BLE-X-WHSI6-XX-LED 26.58 1695 D 8 ILP Wallpack 30W LED 1.000 WPSP-30WLED-UNIV-4000K 27.4 2358 2 Gardco EcoForm 135W Type 3-IS 1.000 ECF-3-135LA-6470-NN IS 138.4 11608 PHOTOMETRIC SITE PLAN SCALE: 1/2" = 10' T41(f= "All T*#(F 11 11 T41(p 11 11 REFER TO FIXTURE SCHEDULE MAX. POLE MOUNTED LUMINAIRE 3CH. 30" MIN s�lj LL-L 4 a DEPTH AS REQUIRED TO WITHSTAND 100 MPH WNDB a BASED ON POLE FLUB LUMINAIRE FROJ. AREA a ° a VERIFY PRIOR TO START OF WORK POLE - REFER TO FIXTURE SCHEDULE -POLE FINISH SHALL BE DARK BRONZE BOND GROUND WIRE TO POLE HAND HOLE STUB CONDUIT S" ABOVE BASE >. BOND 6R0UND WIRES TOGETHER AT POLE. BABE PLATE (BY POLE MFR) GROUT AFTER LEVELING POLE FINISH GRADE ANCHOR BOLTS (BY POLE MF6) 1FINI5H GRADE ® PAVING UNDERGROUND CONDUIT/ ARNG SYSTEM MAINTAIN CODE REQUIRED BURIAL DEPTH #6 COPPER GROUND WIRE COILED AT BOTTOM OF BASE PRIOR TO CONCRETE POUR DETAIL - POLE BASE SCALE: NONE ECF-APD-MRI FOR REFERENCE ONLY - 000RDINATE WITH STRUCTURAL ENGINEER a Y O C m z 0 5 W w At q N 6 • C W"r- i(0N M M C Qo� O2o e WIW 0 ■ Lr coQ2 coo-0- 00 N00 W 17 N T 2Ep cO 60 LLo 40000 N (0 CO H LL m +_p C O of Ln O o C- w WE �C)I U) _r O E LO C CNO J U J N k_; 0 z w U LEI /� V) m Q I- O W U w w i) 0 J Q O0 Z O _ LL T**4r J= DESIGNED BY: RER DRAWN BY: RER CHECKED BY.. ADP FIRESTONE INFORMATION BLOCK - PHOTOMETRIC PLAN PROVED BY: ADP Name of Submittal: 19 & 26 CROSSINGS PROJECT NO.: 18342 Type of Submittal: FINAL DEVELOPMENT PLAN DATA: 02/06/2019 Filing Number: N/A Preparation Date: 02/06/2019 SCALE: AS SHOWN Revisions Date: 04/25/2019 SHEET No. El SHEET 20 of 20 Revisions Date: 06/18/2019 Revisions Date: 12/10/2020 Revisions Date: SHEET 20 of 20