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Supporting Documentation - Poudre Fire Authority - 09/03/2025
47 13.995 19.22 4.17 21.305 2.085 PFA Fire Truck Overall Length 47.000ft Overall Width 9.000ft Overall Body Height 10.461ft Min Body Ground Clearance 0.892ft Track Width 8.170ft Lock-to-lock time 4.00s Max Steering Angle (Virtual)40.00° TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E WAY 2 3 2 1 WAY 1 3 2 1 WAY 3 3 2 1 WAY 4 3 2 1 WAY 5 3 2 1 VAULT E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T E VAN VAN T S S F W W E G EXISTING EASEMENT LOT LINE RIGHT-OF-WAY LINE LEGEND: EXISTING PROPERTY LINE PROPOSED EASEMENT PROPOSED SAWCUT LINE PROPOSED CURB & GUTTER FI R E A C C E S S E X H I B I T FIRE HYDRANT 300' RADIUS COVERAGE FIRE DEPARTMENT REQUIREMENTS: 1.FIRE HYDRANTS TO BE SPACED WITHIN 100 FEET FROM THE BUILDING'S FIRE DEPARTMENT CONNECTION AND THE FIRE HYDRANT IS REQUIRED WITHIN 300 FEET OF ANY PORTION OF THE BUILDING AS MEASURED ALONG THE APPROVED VEHICLE TRAVEL. THE VEHICLE MANEUVERING IDENTIFIED ON THIS PLAN WAS PREPARED USING AUTOTURN SOFTWARE AND DOES NOT NECESSARILY REPRESENT ACTUAL CONDITIONS NOR DOES IT ACCOUNT FOR EXTERNAL FACTORS, THIS ANALYSIS SHOULD NOT BE USED AS THE SOLE BASIS FOR THE CLIENT'S DECISION MAKING. HYD EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT 1.0 NORTH TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 09/03/2025 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION \\ k i m l e y - h o r n \ M P _ N C O \ N C O _ C i v i l \ 1 9 6 3 9 5 0 1 0 _ P r o s p e c t R i d g e L o t 4 \ C A D D \ E x h i b i t s \ 1 9 6 3 9 5 0 1 0 _ T r u c k - T u r n . d w g PROJECT NO. SHEET PR O S P E C T R I D G E L O T 4 196395010 PRELIMINARY R