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HomeMy WebLinkAboutDWG_C-5 Grading & Drainage Plan - Franklin Industrial O W o LEGEND o a SUBJECT PROPERTY LINE/RIGHT-OF-WAY ADJACENT PROPERTY LINE STREET CENTERLINE I - EXISTING EASEMENT N -1030- EXISTING INDEX CONTOUR SEYAM EAST SUBDIVISION I - - - - - - - - EXISTING INTERMEDIATE CONTOUR BLOCK 3, LOT 4 I 1030 PROPOSED INDEX CONTOUR " (NOT A PART) PROPOSED INTERMEDIATE CONTOUR w h EXISTING PAVED ROADWAY p I X EXISTING FENCE p W W I EXISTING 72" MANHOLE I EXISTING RETAINING WALL z PROPOSED RETAINING WALL R -5 2639 PROPOSED SCREEN WALL �� �( N id as aab as aa�d 2638 _2637 36 rl6°J �y� o 354.42' - - - J � 26 OH EXISTING OVERHEAD LINE � 2630 © EXISTING MISC. UTILITIES z N o a- `� W W - EXISTING WATER LINE C �� Cn o o �S P TC=2637.79 075 TC=2637.26 TC=2637.17 11.0% TC=2636.45 TC=2636.36 1.0% TC=26 5.64 TC=2635.55 � TC=2634.92 N N NI S - EXISTING SANITARY SEWER LINE >>y0� SF P w FS=2 37.29 5 FS=26 6.7E FS= 636.67 5 FS=26 FS= 635.8E 5 FS=2635.14 FS= 635.05 5 FS=26 4.42 o f ® U o o I C - EXISTING UNDERGROUND CABLE VAN � I T EXISTING UNDERGROUND TELEPHONE I o I C=263 .80 I W PROPOSED WATER LINE \ TC=2 37.18 TC=2637.09 TC=2636.37 TC=2636.28 TC=26 5.5E TC= 635.47 S-263 .30 T 4 a N `s FS=2636.68 FS=2636.59 1 0% FS=2635.87 FS=2635.78 FS=2635.06 FS=2634.97 1.0% I FL=2634.2 S s PROPOSED SANITARY SEWER LINE c N y y m EXISTING STORM INLET/CATCH BASIN O M N 5 FL=2637.00 L-J F =�634.7 I z d w FL=2636.49 FL=2635.68 FL=2634.67 r O EXISTING MANHOLE w 1 2Hi 2 1 2 m EXISTING WATER VALVE FL=2637.03 0 z A F r o2 r A f A f 1� Z7 EXISTING FIRE HYDRANT °�o N 5 `� o � EXISTING SIGN a w 3.0% FS=263 .17 N N EXISTING UTILITY POLE W/GUY W POLE&GUY WIRE W (� I FS= 6 7.52 F=2637.42 F=2637. 3 11.0% 26 6.84 1- EXISTING ELECTRIC BOX Z FF=263 . FF=2635. F=2635. U a I 2 FF= 637.45 ° l IGATION EASEMENT o N� H I 3 Z F�ti FL 2637.17 w ' W I P 1 I �zF� IDAHO NORTHERN & x z a W o TC-2637.2E PACIFIC RAILROAD w o z w FS=2637.52 FLEX BUILDING Till"6 (NOT A PART) a 3 Y V 0.5% 1 .a >' (FF VARIES 1% MAX SLOPE) " 1=2637.46 p � FS=2637.52 FS=263 17 u, o w � � I � o IIo W I 5 i� El KEY NOTES: WF =2637.25 I 5 1 E RAIL WITH TRAIL O INSTALL(HEAVY DUTY)3.0 INCHES ASPHALTIC CONCRETE OVER - Ilk AY EASEMENT 4.0 INCHES CRUSHED AGGREGATE BASE OVER 10.0 INCHES C=2638.20 I STRUCTURAL SUBBASE OVER PREPARED SUBGRADE PER Pq o =2637.70 339 2 F=26 37.35 1 ° GEOTECHNICAL ENGINEERING REPORT PREPARED BY MATERIALS TESTING & INSPECTION, DATED 4-8-2020. • N FS=2637.52 =2637.2 1.0% 263 .84 1 0% =2636.3 2635.91 ° 2635.44 I IP9M 2O INSTALL T WIDE ONSITE VALLEY GUTTER PER DETAIL ON SHEET •I .� . ° � TC=2637.91 �11° FS-263 .17 � � TIC 26 5 23 O3 TRASH ENCLOSURE, REFER TO ARCHITECT PLAN. FL=2637.41 29°' P FS 2634 73 I o ® CONSTRUCT 5'WIDE SIDEWALK PER SIDEWALK DETAIL ON SHEET ICI FS=2637.50 I M N 4 4 4 I _ �r C-8. = o 0 o N T 2 3 0 FL 2637.19 l oq 0 j F 5O CONSTRUCT 6 INCH MOUNTABLE ROUNDABOUT CURB PER DETAIL a I 1 I I SD-701 B. FL=2637.08 1 2 1.0% 2 1 2 0.g9 '-] Ic , � FL=263 .80 N y 0=6% o FS=2637.79 N L 09 �} Coln " TC=2638.09 CID FL=2637.59 $% % TC=2638.18 TC=2 37.55 TC=2 37.4E = 36.73 TC=2 36.64 TC=26 5.92 TC= 635.83 FL=2634.53 A IFS=2 37.68 FS=2 37.05 FS=2 36.96 FS=2 36.23 FS=2 36.14 FS=26 5.42 FS= 635.33 TC-26 5.0 W 0 ~ =;° I 1111-4 o I ® o f o f I FS=26 4.5 I I �I w 0 IK TC=2638.56 �to TC=2637.63 TC=2637.56 5 TC=263682 TC=2636.73 5 TC=2636.01 TC=2635.92 5 PLO TC=2635.1 FS=2637.76FS=2637.13 FS=2637.04 1_0� FS=2636.32 FS=2636.23 1'0% FS=2635.51 FS=2635.42 1'4% FS=2634.E ^I S00°34'55"W 354.39' N N N N N S00°34'55"W 1002.82'- N y RECORD OF SURVEY 11873 APN 108-12-093 (NOT A PART) U A o A U CA 7 Plans Are Accepted For Public N E I Street Con w struction a t By stamping and signing the improvement plans,the Registered a Policies and standards. Variances or waivers must be specifically W Engineer ensures the District that the plans conbrm to all District and reviouslY approved by the District in writing. Acceptance of a the improvement plans by the District does not relieve the z w o P � Registered Engineer of these responsibilities. o B ADA COON HIGHWAY DISTRICT DATE,.06/18/2024 ❑i �� co N N �I Z e•. ^I ❑ �/ z o A Y GRAPHIC SCALE w o 20 0 10 20 40 4 3 a a A A a DRAWING NO.: Q (IN FEET) v Gw wham belm C-5 1 inch = 20 feet all bdM PH dig. U SHEET 5 OF 10