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HomeMy WebLinkAboutDocument Markups - Utility Plan - 08/28/2024© 2023 Microsoft Corporation © 2023 TomTom LEGAL DESCRIPTION PRELIMINARY DEVELOPMENT PLAN UTILITY PLANS FOR BLOOM FILING SIX CO V E R S H E E T C-1 1 VICINITY MAP LEGEND OF SYMBOLS JLB FIRE: GAS: WASTEWATER SYSTEM:WATER SYSTEM: TELECOMMUNICATION: UTILITY CONTACTS – ’. SURVEY NOTES CITY OF FORT COLLINS STATEMENT ENGINEER AFFIRMATION STATEMENT LIGHT & POWER: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL STORMWATER: SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 CIVIL ENGINEER: OWNER: PROJECT CONTACTS PLANNER: SURVEYOR: DEVELOPER: CABLE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ C V . d w g , 5 / 1 5 / 2 0 2 4 7 : 2 3 : 1 9 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ST A N D A R D G E N E R A L N O T E S C-2 2 “” STANDARD GENERAL NOTES STANDARD GENERAL NOTES (CONTINUED) STANDARD GRADING AND EROSION AND SEDIMENT CONTROL NOTES “” “” “” STREET IMPROVEMENT NOTES TRAFFIC SIGNING AND PAVEMENT MARKING NOTES – STORM DRAINAGE NOTES – ’ “” SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ C V . d w g , 5 / 1 5 / 2 0 2 4 7 : 2 3 : 2 1 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ST A N D A R D G E N E R A L N O T E S C-3 3 SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 ELCO GENERAL NOTES FOR CONSTRUCTION BOXELDER GENERAL NOTES C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ C V . d w g , 5 / 1 5 / 2 0 2 4 7 : 2 3 : 2 6 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 EAST MULBERRY (CO14) FRONTAGE ROAD DE L O Z I E R D R I V E DR I V E W A Y EAST MULBERRY (HWY 14) FRONTAGE ROAD LAK E C A N A L PARCEL NO. 8708400064 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8708400057 OWNER: WILLIAM HOUSE ET AL LOT 1 AMENDED PLAT L 1-8, TRACT B & DOZIER DR PARCEL NO. 8708400034 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8709000008 OWNER: LUDIQUE CHAT, LLC PA R C E L N O . 8 7 0 9 0 0 0 9 4 0 OW N E R : L A K E C A N A L IR R I G A T I O N C O M P A N Y PARCEL NO. 8709307007 OWNER: MULBERRY SF LLC TRACT II BLOOM FILING ONE DE L O Z I E R D R i2 SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 EX I S T I N G C O N D I T I O N S P L A N C-4 4 LEGEND OF SYMBOLS – ’. SURVEY NOTES NOTE C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ D M . D W G , 5 / 1 5 / 2 0 2 4 7 : 2 3 : 3 9 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 EAST MULBERRY (HWY 14) FRONTAGE ROAD LAK E C A N A L PARCEL NO. 8708400064 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8708400057 OWNER: WILLIAM HOUSE ET AL LOT 1 AMENDED PLAT L 1-8, TRACT B & DOZIER DR PARCEL NO. 8708400034 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8709000008 OWNER: LUDIQUE CHAT, LLC PA R C E L N O . 8 7 0 9 0 0 0 9 4 0 OW N E R : L A K E C A N A L IR R I G A T I O N C O M P A N Y PARCEL NO. 8709307007 OWNER: MULBERRY SF LLC DE L O Z I E R D R PROPOSED DETENTION POND BLOOM FILING FIVE LOT 1 LOT 2 LOT 4 LOT 3 OUTLOT A PROPOSED DETENTION POND SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 HO R I Z O N T A L C O N T R O L P L A N C-5 5 i2 LEGEND OF SYMBOLS – ’. SURVEY NOTES NOTES C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ H C . D W G , 5 / 1 5 / 2 0 2 4 7 : 2 3 : 5 3 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 EAST MULBERRY (HWY 14) FRONTAGE ROAD LAK E C A N A L PARCEL NO. 8708400064 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8708400057 OWNER: WILLIAM HOUSE ET AL LOT 1 AMENDED PLAT L 1-8, TRACT B & DOZIER DR PARCEL NO. 8708400034 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8709000008 OWNER: LUDIQUE CHAT, LLC PA R C E L N O . 8 7 0 9 0 0 0 9 4 0 OW N E R : L A K E C A N A L IR R I G A T I O N C O M P A N Y PARCEL NO. 8709307007 OWNER: MULBERRY SF LLC DE L O Z I E R D R PROPOSED DETENTION POND BLOOM FILING SIXLOT 1 LOT 2 LOT 4LOT 3 OUTLOT A SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 OV E R A L L U T I L I T Y P L A N C-6 6 i2 LEGEND OF SYMBOLS – ’. SURVEY NOTES NOTES C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ U T . D W G , 5 / 1 5 / 2 0 2 4 7 : 2 4 : 0 3 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 EAST MULBERRY (HWY 14) FRONTAGE ROAD PARCEL NO. 8708400064 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8708400034 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8709000008 OWNER: LUDIQUE CHAT, LLC DE L O Z I E R D R BLOOM FILING SIXLOT 1 LOT 2 LOT 4LOT 3 259.7 LF 8" PVC MH - 9 TE M P O R A R Y B L O W - O F F ST A . 4 + 8 5 . 4 3 195.2 LF 12" PVC 5.5 LF 12" PVC MH - 8 45 ° B E N D W / T B ST A . 0 + 3 0 . 5 2 MH - 1 12 " x 1 2 " T E E W T B 12 " G V ( W , N ) 12 " x 8 " R E D U C E R ( E ) 8" G V ( E ) ST A . 2 + 2 5 . 7 6 MH - 7 CO N N E C T T O E X W A T E R L I N E W/ 4 5 ° B E N D A N D T B ST A . 0 + 2 5 . 0 0 MH - 1 12 " x 1 2 " T E E W T B 12 " G V ( W , N ) 12 " x 8 " R E D U C E R ( E ) 8" G V ( E ) ST A . 0 + 2 5 . 0 0 MH - 2 45 ° B E N D W / T B ST A . 3 + 0 6 . 2 6 281.3 LF 12" PVC MH - 3 8" x 6 " T E E W / T B FI R E H Y D R A N T A S S E M B L Y ST A . 3 + 2 6 . 8 3 20.6 LF 12" PVC MH - 4 45 ° B E N D W / T B ST A . 3 + 3 3 . 6 8 6.9 LF 12" PVC MH - 5 90 ° B E N D W / T B ST A . 5 + 6 6 . 0 8 232.4 LF 12" PVC MH - 6 CO N N E C T T O E X 1 2 " W A T E R L I N E ST A . 6 + 0 2 . 8 3 36.8 LF 12" PVC SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 WA T E R M A I N P L A N & P R O F I L E C-7 7 i2 LEGEND OF SYMBOLS – ’. SURVEY NOTES FRONTAGE ROAD WATERMAIN ON-SITE WATERMAIN C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ W T . d w g , 5 / 1 5 / 2 0 2 4 7 : 2 4 : 1 5 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 EAST MULBERRY (HWY 14) FRONTAGE ROAD PARCEL NO. 8708400064 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8708400034 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8709000008 OWNER: LUDIQUE CHAT, LLC BLOOM FILING SIX PROPOSED DETENTION POND LOT 1 LOT 2 LOT 4LOT 3 A A B B SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 RO A D W A Y P L A N C-8 8 i2 LEGEND OF SYMBOLS – ’. SURVEY NOTES C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ R D . D W G , 5 / 1 5 / 2 0 2 4 7 : 2 4 : 2 7 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 PARCEL NO. 8708400064 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8708400057 OWNER: WILLIAM HOUSE ET AL LOT 1 AMENDED PLAT L 1-8, TRACT B & DOZIER DR PARCEL NO. 8708400034 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8709000008 OWNER: LUDIQUE CHAT, LLC PA R C E L N O . 8 7 0 9 0 0 0 9 4 0 OW N E R : L A K E C A N A L IR R I G A T I O N C O M P A N Y PARCEL NO. 8709307007 OWNER: MULBERRY SF LLC 4930.27 4930.13 4930.54 4933.08 4934.17 4932.29 4932.43 4932.09 4931.83 0. 6 % 1.1% 5. 1 % LAK E C A N A L DE L O Z I E R D R EAST MULBERRY (HWY 14) FRONTAGE ROAD PROPOSED DETENTION POND PROPOSED DETENTION POND 4933.12 4934.00 4932.00 4931.20 4931.00 0.5% 0.5% 4932.21 4929.23 4929.94 4932.04 4931.64 4926.81 4929.62 0.5% BLOOM FILING SIX LOT 1 LOT 2 LOT 4 LOT 3 OUTLOT A 1.2 % 2.1% 2.1% 0. 6 % 4930.72 4930.614930.76 4930.88 4931.05 4933.53 5.6 % 2.1% 4931.47 2.6 % 2.3 % 3.5 % 4933.78 4933.13 4931.00 4: 1 2.1 % 6:1 7: 1 2.1% 2.1% 22. 3 % 5:1 4: 1 2.1% 2.1% 2.2 % 4935.01 4934.34 4925.50 4931.00 4925.87 4927.00 4926.28 6: 1 11: 1 4:1 6:1 6: 1 8:1 5:1 7:1 5:1 0.5% 4925.52 4:1 5:1 2. 1 % 2.2 % 3. 0 % 2. 2 % 1.5 % 4932.03 1.6% 4929.73 0.5%0.5% 4931.00 4931.00 4931.00 4931.00 4932.90 4933.00 4929.75 4930.57 4930.67 3. 1 % 2.5 % 3. 0 % SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 OV E R A L L G R A D I N G P L A N C-9 9 i2 LEGEND OF SYMBOLS – ’. SURVEY NOTES 4848.00 2.0% NOTES C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ G R . D W G , 5 / 1 5 / 2 0 2 4 7 : 2 4 : 3 8 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 PARCEL NO. 8708400064 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8708400057 OWNER: WILLIAM HOUSE ET AL LOT 1 AMENDED PLAT L 1-8, TRACT B & DOZIER DR PARCEL NO. 8708400034 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8709000008 OWNER: LUDIQUE CHAT, LLC PA R C E L N O . 8 7 0 9 0 0 0 9 4 0 OW N E R : L A K E C A N A L IR R I G A T I O N C O M P A N Y PARCEL NO. 8709307007 OWNER: MULBERRY SF LLC LAK E C A N A L DE L O Z I E R D R PROPOSED DETENTION POND EAST MULBERRY (HWY 14) FRONTAGE ROAD PROPOSED DETENTION POND BLOOM FILING FIVE LOT 1 LOT 3 LOT 2 OUTLOT A PROPOSED RAIN GARDEN PROPOSED RAIN GARDEN PROPOSED RAIN GARDEN LOT 4 SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 OV E R A L L D R A I N A G E P L A N C-10 10 i2 LEGEND OF SYMBOLS BASIN RUNOFF SUMMARY DETENTION SUMMARY – ’. SURVEY NOTES C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ D R . D W G , 5 / 1 5 / 2 0 2 4 7 : 2 4 : 4 9 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 PARCEL NO. 8708400064 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8708400057 OWNER: WILLIAM HOUSE ET AL LOT 1 AMENDED PLAT L 1-8, TRACT B & DOZIER DR PARCEL NO. 8708400034 OWNER: WILLIAM HOUSE ET AL PARCEL NO. 8709000008 OWNER: LUDIQUE CHAT, LLC PA R C E L N O . 8 7 0 9 0 0 0 9 4 0 OW N E R : L A K E C A N A L IR R I G A T I O N C O M P A N Y PARCEL NO. 8709307007 OWNER: MULBERRY SF LLC LAK E C A N A L DE L O Z I E R D R EAST MULBERRY (HWY 14) FRONTAGE ROAD PROPOSED DETENTION POND PROPOSED DETENTION POND INTERIM INTERIM INITIAL INITIAL INTERIM INTERIM INTERIMINTERIM INTERIM INTERIM INTERIM INITIAL INITIAL INITIAL INITIAL INITIAL INITIAL INITIAL INTERIM INTERIM INTERIM BLOOM FILING SIX LOT 3 LOT 2 OUTLOT A LOT 1 LOT 4 INTERIM INTERIMINTERIM INTERIM INTERIM INTERIM INTERIM SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 SE D I M E N T & E R O S I O N C O N T R O L P L A N C-11 11 i2 LEGEND OF SYMBOLS TENTATIVE CONSTRUCTION SCHEDULE NOTES EROSON CONTROL TABLE – ’. SURVEY NOTES INITIAL/INTERIM/FINAL C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ E C . D W G , 5 / 1 5 / 2 0 2 4 7 : 2 5 : 0 1 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 DE T A I L S H E E T 1 C-12 12 SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ D T . d w g , 5 / 1 5 / 2 0 2 4 7 : 2 5 : 1 2 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 DE T A I L S H E E T 2 C-13 13 SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ D T . d w g , 5 / 1 5 / 2 0 2 4 7 : 2 5 : 2 1 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 DE T A I L S H E E T 3 C-14 14 SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ D T . d w g , 5 / 1 5 / 2 0 2 4 7 : 2 5 : 3 1 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 DE T A I L S H E E T 4 C-15 15 SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ D T . d w g , 5 / 1 5 / 2 0 2 4 7 : 2 5 : 4 1 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 DE T A I L S H E E T 5 C-16 16 SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 SPILL CURB & GUTTER 6" 6" 12" 6" 1" 2" R 1 1/2" R 18" CATCH CURB & GUTTER C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ D T . d w g , 5 / 1 5 / 2 0 2 4 7 : 2 5 : 5 1 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 100-Year Overflow Spillway Elev: 4930.0 3' Min. 2 - #5 Bars 2 - #5 Bars 3" Min. Clearance 8" Min. Thickness (See Note) 5'5' 3" Min. Clearance 4'4' 2.5' High water during overflow of entire 100-year peak runoff. Elev: 4930.5 40' Section A - A Concrete Weir Overflow Structure Detail SP-01 Spillway Detail Note: Construct concrete cutoff wall at upstream end of the spillway as shown in detail. Cutoff wall shall extend a minimum of 5 feet past the opening of the top of spillway on each side of the spillway as shown in detail. Cutoff walls shall be a minimum of 8" thick and minimum 3' deep. Walls shall use 3000 PSI. 5' Wide Berm(MIN.) 100-YEAR WSEL ELEV: 4929.50 Concrete weir structure centered in berm Proposed top of pond Crest Inv: 4931.0 Emergency overflow weir Crest Inv: 4930.00 Place 18" Type L Riprap on geotextile fabric (Mirafi FW 140 or equal) as, per Urban Drainage Design guidelines extend to concrete weir structure Top of Pond Elev: 4931.00 High water during overflow of entire 100-year peak runoff. Elev: 4930.5 12" Type II Bedding Compacted Earth 95% Standard Proctor Density 8" Min. Thickness (See Note) 1' Min. Freeboard DE T A I L S H E E T 6 C-17 17 SHEET OF SHEETS BL O O M F I L I N G S I X CI T Y O F F O R T C O L L I N S , C O U N T Y O F L A R I M E R , S T A T E O F C O L O R A D O 17 UT I L I T Y P L A N S Know what's below. before you dig.Call R PRELIMINARY NOT FOR CONSTRUCTION 05/15/2024 C: \ U s e r s \ t r o y \ D r o p b o x \ I 2 \ P r o j e c t s \ 1 0 6 1 - 3 B l o o m \ D W G \ S h e e t s \ B l o o m _ D T . d w g , 5 / 1 5 / 2 0 2 4 7 : 2 6 : 0 1 A M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 � EXISTING � LOT2 \ \ I�FENCE INSTALL i]' LF 1" TVPE'K" � COPPER W iER SERVICE 0 0 m A EXISTING PROPERTV LINE � E%ISi1NG CULVERT EXISPNG OVERHEA� EIECIRIC � EXISPNG 2 �" SANITAftY SEWER FORCE MAIN EXISTING 6" AC ELCO wATERLINE _ _ , EXISTING GAS LWE� _ EXISTING FIBER OPTIC�� PROPOSED 45' BEND W/TB TO -� CONNECT TO EX WHifRLINE. REMOVE ANY EXISIING AC LINE ON PROPERTY INSTnLL 5.5 LF 12" PVC - PROPOSE� 45' BENp W/TB- A PROPOSED 12X6" TEE W/TB, � \ FIRE H7DRANT ASSEMBIY PR TRANSFORMER �� PR 118' LF 2" SANITARY SEWER SERVICE (FORCEO) W GAP � PR ELECTRICAL W/+�fERLINE EXISTING PULL BOX� � '� CONNEC�ON BY OVERHEA� - - - = OiHERS �ELECTRIC - - r - _ _ � n INSTALL 27 LF � INSTALL 36 LF 12" PVC �� 3+5� 3+]5 4+00 4+25 4+50 4+]5 5 00 5+25 5+50 ,� 12" PVC 5 -w av� � w +I I w �� �x INSTALL 12" s 55 ss ss I 1 90' BENO W/iB �EXISPNG PROPOSEO 27' J FIBER � � � I UT ESMT OPTIC �� �' a PROPOSED 10' �'` INSTALL 232 LF UT ESMT I �p' pVC PROPOSED 45' BEN� W/TB - - - - - - - - -I EXISiING N�`� I I I FENCE `� 3 I INSTALL 15' LF 1 1/2" TYPE I 10� UT EASEMENT "K" COPPER WA?ER SERVICE LOT 7 � �I BLOOM FILING SIX � I n; I � INSTALL 281 LF I 12" PVC I � LOT 3 �OT 4 I } 3 10' UT EASEMENT I I 26' UT & ACCE55 EASEMENT I I � � *3 � INSTALL 3]' LF 1 1/2" TWE I "K" COPPER WATER SERVICE INSTAL� 25 LF i" iYPE "K" COPPER WATER SERVIf,E I � I I PROPOSED 9' I PROPOSE� 12" iEE W TB UT ESMT ___. _ - -__ _ _ . � iz"cA�vn�vE(w.N.E�__ ________ � suRVEYNOTEs PRELIMINARY • i2 NOT FOR CONSTRUCTION � - Consultants, PROJECT DATUM: NAVD88 � �' � IPIC. BENCHMARK NUMBER: //51-01 05/15/2024 � BENCHMARK DESCRIPTION: WEST SIDE OF TIMBERLWE ROAD AT THE KnowwhaYsb@IOW. 16911 Potts Place NORTH END OF A BRIDGE OVER THE POUDRE RNER ON TOP OF THE MEad. Colorado PARAPEi WALL APPROxIMATELY .2 MILES SOUTH OF THE SOUTH SIDE OF CBII before you dig. 970.2D.9148 WEST MULBERRY STREET. BENCHMARK ELEVATION: 4926.93 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR QTY OF FORT COLLINS DA7UM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWWG EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF � FORT COLLINS DATUM) = NAVD88 DATUM -3.18'. � HORIZONTAL DA �M: �/II\\ O MODIFIED NAD83 2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH O ZONE SCALE FACTOR 1.0002595570 (0.999�405104) s�a�e i i„�h = ao f�et � SITE BENCHMARK� i 'a e O POINT N0. 5002 - CP-ROAD � � � � O N- 7455426.95 U E- 3134234.33 ELEVATION = 4929.87 � O . ._. I _ _ � a� .. �SD�SD�SD _ _ _ _ _ _ _ ... . _ - —.-"- - SD�� � a+z� ,5 _ = *-�s - �� ,�' ..Q � W a z��s �a.ee xt �+ s�rs -a+ae- - a+i� a:w ,� s+oo i—T EAST MIJLBERRY (HWV 14) FRONTAGE F18AD EXISPNG NORTHERN � - _ _ _ _ _ _ _ _ -. _- _ - WELD COUNTY WAiER o EXISiING � � DISTRICT WATERLINE - - - - � - .. .. . . - o- GAS LINE . ,. .. , . EXISTING EDGE OF ROADWAY CONNECT TO INSTALL 195 LF 1z. P�� INSTALL 260 LF EXISTING WATERLINE g•• py� INSTALL 6" GV (N) EXISTING 1" COPPER SERVICE UNE FOR J200 E MULBERRV ST. APPRO%IMATE LOCATION OF HWY 14 CROSSING. CONTRACTOR TO COORDINATE WITN COFC AND C�OT FOR ABANDONMENT OF LINE WITHIN ROW. ABANOONMENT AT THE ELCO CONNECiION TO BE REMOVFL OF iHE SERVICE SADDLE AND INSTALLATION OF A REPAIR CtAMP OVER THE HISTORICAL TAP. HORIZONiAL SCALE7"=40' VERTICAL SCALE: Y�=4' 4940 4940 w� z oa �oo Uz ,�; Wn rZe�o 4935 s o e r � � 4930 Zo wo mQ 2� H o N SLF12"P C 4925 a920 4935 I I 4935 O W W O m W Z � m �2� m � �'+ 4930 4930 >, N �� .-i�>, � o �°x d O � x.�� d _ =N_ � - N =wQ ����- y � H N zss. �F e• cvc 4gp5 4925 � x.m - -- �a as �s -s �m �a �m P� a� s _ ' ' a d "d a " � R R � T: T: : T 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1�i-75 2+00 2+25 2+50 2+75 3+00 3i-25 3+50 3+75 4+00 4+�25 4+50 4+75 5+00 FRONTAGE ROAD WATERMAIN LEGEND OF SYMBOLS w H EXISTING PROPOSED J � � LL � WATER LWES VA�RE xro� �--- � -- - w—v—�s— X � � SANITARY SEWER — — —ss w ELECTRIC "E'E" � °NH . in � d � GAS cns w�ve � Z TELEPHONE EST�� Mp��o Z J Z Q STORM DRAIN . J� Q J CONTOURS (i') � �y � d O 4935 �� 4935 C � z � FLOW DIRECTION �. , - � . . C Z J Q � O�� O ASPHALT p ;'-� � � m �J,J CONCRETE �— a Z � J > � ti ¢ z� 3�� W�N } � �xm �wQ ' �� 3� _ _ -._. Nwr� _ � mF rm -- z ^ 3 �o iccn o�n =mQ iv�n 20 LF12'PV �6. LF12'PV W H Q 0 > a a ¢ HORIZON7AL SCALEI"=40' VERTICAL SCALE:1"=4' qg40 Z w 4935 a � 3 � \ X Z O C O� � . �� � � c�i o 4930 � 4925 Z N Z r � m � N Z O U W a o O - g � ^ 8 � '^ ^ a ^ � ^ & $ e � Y � m ^' � _ ' n ' s ^ 3 Design TNC Orown IWL' R9, 9,S1 $� .^�.� "�� a� '�Ft g'� "�51 - .H� ' ' ' g m: :B gR g S Checked Checked 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+J5 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+J5 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 Oate MAY 15, 2024 ✓ob No. 1p61-3 ON-SITE WATERMAIN o- er�»_wr SHEET C-7 � oF �� SHEETS