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HomeMy WebLinkAboutPLAN - 12-00212 - Darwin Matthews Apts - 6 Units & Site PlanU H 00 WN CL a_ a ,- w zw J Z w H w Z i_- w Z U w U Co 0 �1­_ N OHP OHP m.. Q Q L7 a1 EXISTING SIDEWALK i 0 3 Z CL a_ J D Lo 0 I . Q N 3 W W -7- _J J z P o ❑HP as o 20.0' o I f W W W �� W 17 I L -a 1-' LANDSCAPING 130.00'1 FF EL: 4862.40 22.0' I I LANDSCAPING x I 1 x � o SNOW 3 N o STORAGE AREA Q 5IT `r 1 6 .4s v'^ --0 — — �G' g8 GA - - I 6� iz 5 RAMP 790 5.00 ~ 1 1 .00 5 00 w 0 ra o0 3 3 �� T'oSG o c� 5 0 6' 6' 6' G _ 6'j ? 0 .00 0 > > > .� G �'9 0 N 6,9 6',9 9 /9 S 1 9 0 rn 19 I20 IX N 1 o 6" HOT T P 18 9.00 0 10.00 10.00 WV W �1 S TYP. i B 14 00 4-0.40% 5.00 S �/ a Q o6'J A. 1 LIP: 61 .53 ' 0 � � z �Q �• � I 90 / 6 � /' 3 � R S a GO R 0 0° 1 s° LiJ V) 10 S ���\� P�O� G� A0 I° ° P — — — E — — — L' EN `� o r w \N \\.SEE 5. - ------------- � � r� 3 4 ~ o '4 MPEG P\\- GG`I` 0� S 2 ✓l I �A' ,�1� 6 01 o_ N OR E R I 6/ 0 = a o I S S� SEE 00RP\N S6 0 �o ro x 15 g� �M/.o L � �e 0 �Q 1 '^ _ 1LQ u! N W 6�O I �� M S 11 S I Q \\ X0.96% 130.00' �Q ° PROPOSED PROPERTY LINE E EP �P - - - - - �4 6 OLD PROPERTY LINE GRATE EL: 60.57 f SEE NOTE 5 �Q. y�° y� �- _ ��6 12 12" INV. OUT: 57.47 � S o CONNECT TO EXITIN RV CE LINE / 45° ELBOW; 6 FIELD VERIFY IN ER ELEVATION >>9 Q OHP AHP- �HP� w x • ❑HPC [lNp- • o_ I W - ADJACENT PROPERTY LINE o_ w x EP PROPOSED EDGE OF PAVEMENT X EXISTING FENCE ❑HP OVERHEAD POWER LINE - - - - - - - - - - ASPHALT CUT LINE 3 EXISTING CURB AND GUTTER Q w ; REMOVE EXISTING ASPHALT EXISTING SIDEWALK 2" SIDR 7 POLY WATER LINE v` 3 J 0 1.5" WATER METER; SEE DETAIL 4 SHEET C-2 10 4" SDR 35 PVC SEWER SERVICE LINE; 1% MIN. SLOPE PROPOSED SIDEWALK 3 ; Q STORM DRAIN INLET; SEE DETAIL 5 SHEET C-2 13 _AC SEL: 56.70 EXISTING GRADE _AC WITH HIGH BACK CURB AND GUTTER; SEE EL: 56.70 PROPOSED GRADE CURB TERMINUS PROPOSED FIREHYDRANT O EXISTING SEWER MANHOLE 3 EXISTING LIGHT POLE Q EXISTING WATER METER OW PROPOSED WATER METER ® PROPOSED CURBSTOP AND VALVE -0- EXISTING UTILITY POLE 19 6" GATE VALVE (FLGXMJ); SEE ISPWC SD -404 3 ; 20 Q BARREL TO FACE 5" NOZZEL TOWARD DRIVE AISLE LL. o_ I W - ADJACENT PROPERTY LINE o_ w x Q 3 v, o_ cn w Q 3 ; L. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q 3 0 - LJ L7 3 S U_ w O 0 w o_ w o_ biI [a Val X X X X 5TH SOUTH GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. LEGEND - - PROPERTY LINE - • • • • • . . . . . . • - ADJACENT PROPERTY LINE EP EXISTING EDGE OF PAVEMENT EP PROPOSED EDGE OF PAVEMENT X EXISTING FENCE ❑HP OVERHEAD POWER LINE - - - - - - - - - - ASPHALT CUT LINE EXISTING CURB AND GUTTER ASPHALT SAW CUT LINE w PROPOSED ASPHALT REMOVE EXISTING ASPHALT EXISTING SIDEWALK 2" SIDR 7 POLY WATER LINE v` 3 J 0 1.5" WATER METER; SEE DETAIL 4 SHEET C-2 10 4" SDR 35 PVC SEWER SERVICE LINE; 1% MIN. SLOPE PROPOSED SIDEWALK SEWER CLEANOUT; SEE ISPWC SD -506A 12 STORM DRAIN INLET; SEE DETAIL 5 SHEET C-2 13 _AC SEL: 56.70 EXISTING GRADE _AC WITH HIGH BACK CURB AND GUTTER; SEE EL: 56.70 PROPOSED GRADE CURB TERMINUS PROPOSED FIREHYDRANT O EXISTING SEWER MANHOLE EXISTING LIGHT POLE 1.5" SIDR 7 POLY WATER LINE EXISTING WATER METER OW PROPOSED WATER METER ® PROPOSED CURBSTOP AND VALVE -0- EXISTING UTILITY POLE KEYNOTE �1 ASPHALT SECTION; SEE DETAIL 1 SHEET C-2 w Q VALLEY GUTTER; SEE DETAIL 2 SHEET C-2 J THICKENED EDGE SIDEWALK; SEE DETAIL 3 SHEET C-2 ® SIDEWALK; SEE ISPWC SD -709 F5 6" VERTICAL CURB; SEE ISPWC SD -701A © ASPHALT SAW CUT LINE w REMOVE EXISTING ASPHALT ® 2" SIDR 7 POLY WATER LINE v` 3 J 0 1.5" WATER METER; SEE DETAIL 4 SHEET C-2 10 4" SDR 35 PVC SEWER SERVICE LINE; 1% MIN. SLOPE 11 SEWER CLEANOUT; SEE ISPWC SD -506A 12 STORM DRAIN INLET; SEE DETAIL 5 SHEET C-2 13 REMOVE EXISTING DEPRESSED CURB AND GUTTER; REPLACE WITH HIGH BACK CURB AND GUTTER; SEE ISPWC SD -705 14 CURB TERMINUS 15 12" ADS N-12 STORM DRAIN PIPE 16 1.5" SIDR 7 POLY WATER LINE 17 2" CURB STOP AND VALVE w 18 6" DR 18 C-900 PVC WATER LINE 19 6" GATE VALVE (FLGXMJ); SEE ISPWC SD -404 20 FIREHYDRANT; SEE ISPWC SD -404; ROTATE BARREL TO FACE 5" NOZZEL TOWARD DRIVE AISLE NOTES: 1. Call Digline 72 hours prior to construction at 1-800-342-1585. Any subsurface utility damage caused due to lack of Digline notification shall be the responsibility of the Contractor. 2. Contractor shall notify the Engineer 48 hours in advance prior to construction. 3. This project will be constructed and tested to City of Rexbur�gg standards and the latest Edition of the Idaho Standards for Public Works Construction (ISPWC). Materials and Workmanship shall be tested on all phases of construction. Testing methods shall be in accordance with the latest edition of the ISPWC. Engineer shall be present for the testing of materials and workmanship. Contractor to give 48 hour notice proir to testing of materials and workmanship. All test results must be submitted to Engineer. If any test fails, the contractor is responsible for any costs, associated with retesting. Condition of all construction material is subject to Engineer ins ection and approval before installation. Any damaged materials or products wilt be rejeced. 4. The contractor and all sub -contractors must have a set of approved construction plans on-site at all times during construction. 5. Existing sewer service line currently not in use. 6. New building exterior lighting will be controlled by photocells to provide lighting for parking lot area. 7. Residents will use wheeled trash containers for solid waste disposal. FENS 4 Q E'er AZ .- 1492s S/z4/r Z. OF I'D R. TMO�`� KII&T � c ENGINEERING, INC. ., Consulting Engineers and Professional Land Surveyors (208-7451-8771) architec MARLA MORGAN, Architect PH: 208.552.4698 E—MAIL: morgonmrm@cobleone.net SHEET NUMBER C-1 of 2 z w Q J J w W z w � v` 3 J z CD U J w c� w U SHEET NUMBER C-1 of 2 w w o' c� D M x w z � o LL. 0 C/') 1-_ w 0 U w Q N C!- 0 N W O � z SHEET NUMBER C-1 of 2 HOT ASPHALT MIX 2" 3/4" CRUSHED 390 AGGREGATE BASE PITRUN NATIVE SUB -GRADE 1 C-2 ASPHALT SECTION NTS NOTE 1: ALL BASE AND SUB -BASE MATERIALS SHALL BE COMPACTED TO A MINIMUM 95% OF STANDARD PROCTOR. 2 VALLEY GUTTER C-2 NTS MANHOLE LI 4' BARREL 1' BARREL BASE MM IAI nn err N PAVEMENT WIDTH VARIES; SEE PLAN SHEETS THICKENED EDGE SIDEWALK NTS C_ 11 -7 An r -k IM nen b F LUUK 5 C-2 INFILTRATOR DRAIN DETAIL NTS CITY OF REXBURG STANDARD WATER METER DETAIL TOUCH READ BUTTON METER METER SUPPORT STRAP SERVICE LINE TO METER SUPPORT - 2" MIN 20" X 48" POLY BARREL 20" RING AND COVER W/ TOUCH READ HOLE 4 C-2 1 N 1 SERVICE LINE LID & COVER / LAWN LEVEL I GALVANIZED PIPE, CONNECT TO METER & ANGLE METER VALVE W/APPROXIMATE FITTINGS SEE NOTE (1 BALL TYPE CORPORATION AND CURB STOP ADAPTER, POLY -BY -FEMALE METAL PIPE RATED AT 300 PSI MINIMUM WORKING PRESSURE. HOUSE SIDE GENERAL NOTES: O GALVANIZED STAND PIPE 32 INCHES WRAPPED WITH TAPE. O2 ALL SERVICE LINES SHALL BE BORED UNDER EXISTING ASPHALT PAVING. NO ASPHALT PAVING SHALL BE CUT FOR SERVICE LINE INSTALLATION. GALL SUPPLIES PROVIDED BY CITY EXCEPT CORPORATION CURB STOP, METER SUPPORT, SUPPLY LINES IN & OUT. J METER BOX AND METER SETTING DETAIL NTS TOP OF ASPHALT 20" MIN. COVER SEE PLANS FOR WIDTH SECTION VIEW JS WASHED )CK -WOVEN uLu i'EXTILE FABRIC arch itec MARLA MORGAN, Architect PH: 208.552.4698 E—MAIL: morgonmrm@cobleone.net "J 0 z w w z o J U w w Cry 10 w w C� D m x z w o (if LL_ Cl- p U r V) ~ o U N CJS \ z � N O Q C!- 0 N W � � z SHEET NUMBER C-2 of 2