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HomeMy WebLinkAboutSITE PLAN - 14 00368 - 345 N 2nd E #1 & #2 - The Eyecare Center2 DEUR 'ALENE _11� �90\ 95 IN 1 65 1 B❑ISE 30 12 SALMON 93 75 93 SUN VALLEY z6 ( 20 84 93 30 ABERDEEN TWIN FALLS 84 20 HMA ow 1� IDAH❑ ALLS gPOBLLACKFOUT CATELL❑ 86 30 REXBURG,, IDAHO N= ., a — _f' •{.Q" `...'sal Lk A J, U GENERAL NOTES: i i lk! r 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 Rexburg 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 costsassociated with retesting.. Condition of all construction material is subject to Engineer inspection and approval before installation. Any damaged materials or products wilt be rejected. 4. The contractor and all sub—contractors must have a set of approved construction plans on—site at all times during construction. 9 LEGEND — — PROPERTY LINE EASEMENT LINE EXISTING SEWER LINE S PROPOSED SEWER LINE W — EXISTING WATER LINE W PROPOSED WATER LINE ❑P EXISTING OVERHEAD POWER UP — EXISTING UNDERGROUND POWER T — EXISTING TELEPHONE LINE GAS EXISTING GAS LINE SD PROPOSED STORM DRAIN LINE O EXISTING WATER METER O PROPOSED WATER METER X EXISTING WATER VALVE Wv PROPOSED WATER VALVE p w EXISTING FIREHYDRANT OS EXISTING SEWER MANHOLE Co EXISTING SEWER CLEANOUT CO PROPOSED SEWER CLEANOUT O EXISTING CATCH BASIN O PROPOSED CATCH BASIN ❑T COMMUNICATION BOX POWER POLE EXISTING SIDEWALK PROPOSED SIDEWALK U 0 J EXISTING CURB & GUTTER PROPOSED CATCH CURB & GUTTER PROPOSED THROW CURB & GUTTER NEW PAVEMENT INDEX OF SHEETS ro SHEET 1 ......................................................... TITLE SHEET O,_ SHEET 2...............................................DEMOLITION PLAN SHEET 3...........................................SITE/GRADING PLAN SHEET 4...............................................................DETAILS SHEET 5...............................................................DETAILS 1. The Pipe sfall be installed by persons qualified to erform said work and shall be in conformance with the manufac urer s recommendations as approved by the Engineer. All installation, materials and testing must conform to the current re uirem nts of the City of Rexburg and the latest edition of the Idaho Standards for Public Works Construction (ISF . Water Distribution Mains shall be constructed with PVC C900 or C-905 Water Pipe or equal as approved by the Engineer and City of Rexburg. 2. All Water Services shall be SIDR7 Poly pipe (200 PSI) in the size indicated in the plan sheets and shall have a minimum cover of 5 feet. Cap lines as in iicated on Plans after installation of the Water Mains. The trenches shall be compacted to 95% of maximum density to prevent further settlement. 3. All Mains shall be leak—tested, disinfected, flushed and bacteria tested before permanently activated by the City of Rexburg Municipal System. 4. Water and non—potable water mains shall be separated by a horizontal and vertical distance as required by ISPWC detail SD -407. 5. All Tees, Plugs, Caps and Bends, and at other locations where unbalanced forces exist, shall be secured and anchored by Concrete Thrust Blocks as shown in the ISPWC detail SD -403. 6. The Developer's Engineer and City Representative shall be present during all testing of the Water Line. The contractor shall give 48 hours no}ice to all parties prior to tests. 7. At all times, when laying Pipe is not in progress, gpen ends of the Pipe shall be closed by a Watertight Plug or other approved means. At the close of fhe day s work, or whenever workmen are absent from the fob, the end of the last laid section shall be tightly closed through use of plug or cap to prevent the entry of oreign material. 8. Tracer Wire shall be installed above Water Mains and Water Service Lines. It shall be tested for conductivity. A CAD weld is required where C-900 Water Line is connected to any existing Ductile Iron Water Line. It is the responsibility of the Contractor to verify that all new lines can be located. V a _ Z5 U) 00=1 010 ~1 r J 2 LO LLI Z i I - CO �a Z W 0*4 LLJ.a %wo O +�xONAL A IGEN 14926 7/10/140 �►,'QQr Q N R. �►�► W W I CIOW S m 0 m � p w LJ i— Y U LJ F- U 0 J CL z 0 CL X U co w L0 0 0 I d � m m N }moo m m z w Z3::W 2X0 N m X w o_ D > w of SHEET C-1 W W I CIOW S Q 0 0� 0 O_ m 75 d 0j +> V) / o� 75 / E d 0j V) I Ln 0 I O Cu / C5 S d I 0� 0) U) -I-' U 0) O n / N KEYNOTES DEMO EXISTING CURB DEMO EXISTING SIDEWALK �3 DEMO PAVEMENT 0 RETAIN AND PROTECT EXISTING CURB RETAIN AND PROTECT EXISTING SIDEWALK © REMOVE AND PRESERVE TREE FOR FUTURE USE 7� RETAIN AND PROTECT EXISTING TREE ® REMOVE WATER METER; CAP SERVICE LINE RETAIN AND PROTECT CATCH BASIN DEMO EXI TING APPROACHES GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS I11 � 1 I NLo Zw I 0.1 NN x inl Cur J It of w0 U O N W N iv J = O GRAPHIC SCALE �Q x 10 0 5 10 20 40 wry I �~ 3 ( IN FEET) I 1 inch = 10 ft. (22"X34" SHEET) 1 inch = 20 ft. (11"X17" SHEET)} ZZ 8 W W W W DEMC VALLEY RIVER DRIVE 4865 �J 4866 T , N8 45'1399E 205.00 GAS AS S GAS GAS GAS GAS GAS GAS GAS GAS GAS 4 10' UTILITY _ EASEMENT S 0 0 0 m w A T A L7 hu -11 7 REM \ W W W W W W W W W W W W W W W W DEMOLISH EXISTING DEMOLISH EXISTING \ ' i PAVILION ' PAVILION S S Z -- -- -- N89045 3 GAS A�� AS \ t- 1 \ 3 3 3 ra T i z! I I I T ,I T TI — ON r. CO Q 0.1 U) oom1 Cur J It O 00 of 0 ' 7rr 20 iv w GRAPHIC SCALE i — Q 10 0 5 10 20 40 (D .05 o 0 W IN 3 ( IN FEET) �po w 1 inch = 10 ft. (22"X34" SHEET) 1 inch = 20 ft. (11"X17" SHEET)} .m p w O 3 � � 3 GAS A�� AS \ t- 1 \ 3 3 3 ra T i z! I I I T ,I T TI — ON MIA IflKAC EN BOE N 8fi4 T�- 4926 p 7/10/14 p ��'Q9TF OF IDP�Q� Q) 0.1 o of 0 N iv Q r 0 d CL NI p w 3 0 1 w � Y Q N 2 \ U � W 3 W_ F- Q 0 L) U J W CL z O N MIA IflKAC EN BOE N 8fi4 T�- 4926 p 7/10/14 p ��'Q9TF OF IDP�Q� m O r m p w w � Y Q U � W_ F- L) U J CL z O F- CL U LJ Lo p O I � ~~� r m m m N >- r O M m Z w O Z ~ LLJZ < W O 0 w N0 O W 0 j W SHEET C-2 Q O Q1 0 0 o� 75 d V) / 0) 75 d n� I ,D Ln 0 I 0 CU C5 S d I Q� 0 U) -I-' U OJ 0 n / N KEYNOTES ❑1 PAVEMENT SECTION; SEE DETAIL 1/C-4 1 6 6" GATE VALVE (FLGXMJ); SEE ISPWC SD -406 ❑2 18" VERTICAL CURB & GUTTER; SEE DETAIL 5/C-4 17 HOT TAP; FIELD VERIFY SIZE ❑3 18" VERTICAL THROW CURB & GUTTER; SEE DETAIL 6/C-4 18 6" 45° ELBOW (MJXMJ) ® 24" VERTICAL CURB & GUTTER; SEE ISPWC SD -701 19 6" 90° ELBOW (MJXMJ) ❑5 30" VERTICAL CURB & GUTTER; SEE ISPWC SD -705 20 THRUST BLOCKING REQ'D; SEE ISPWC SD -403 © CURB TERMINUS; SEE ISPWC SD -707 21 CATCH BASIN; SEE DETAIL ll/C-5 ❑7 SAWCUT AND REPLACE PAVEMENT 22 12" ADS N-12 STORM DRAIN PIPE ® THICKENEND EDGE SIDEWALK; SEE DETAIL 2/C-4 23 CORE DRILL EXISTING CATCH BASIN ❑9 STANDARD SIDEWALK; SEE DETAIL 3/C-4 24 4" SDR 35 PVC SEWER LINE 10 ADA RAMP; SEE DETAIL 4/C-4 25 4" SEWER CLEANOUT 11 DRIVEWAY APPROACH; SEE DETAIL 8/C-4 26 4" X 8" SERVICE CONNECTION 12 1 " WATER SERVICE SADDLE; SEE DETAIL 7/C-4 27 TRASH ENCLOSURE; SEE DETAIL 1 O/C -5 13 1 " SIDR 7 POLY WATER SERVICE LINE; SEE DETAIL 7/C-4 28 POTABLE/NON-POTABLE CROSSING; SEE ISPWC SD -407 14 1" WATER METER; SEE DETAIL 9/C-4 29 6" END CAP 15 6" C-900 PVC DR25 WATER LINE; SEE ISPWC SD -301 30 LIGHT POLE BASE; SEE ISPWC SD -1109 LIPLIP-•6� -� I - CURB CUT - 1 LIP: 64.85 GAS GAS 23 \ co ❑9 LIP:64.33 mm iLO i .. '5 JV TBC:64.58 LIP:64.20 0 rn 2.00% It 1100 co co 21 O0 0 I GRATE EL: 63.80 0° J INV. OUT EL: 61.30 I I I I a) r 20' TYP. -� I 1 [tj I I I I❑ I I I°45' 13�E245.00' GAS GAS GAS GASGAS G S- GAS 4 LIP:64.77 - 26.00 �e ll'S .00 TBC: 5.72 LIP:65.17 00 TB :65.75 LIP:65.20 �h T C:65.65 ttP- v' 1 1 T IP:65.70 II 2.52% 4 I/ 'l- 0) \ J O N cfl 6" U m J 2.17% 0 11/00 2.17 O TBC:65.05 s TSW:66.20 LIP:64.50 LIP:65.70 3 12 �e 30 3 3 W �e TBC:65.32 W CURB T W TBC:65.tl- LIP:64.77 LIP:65.36 19 SNOW STORA E 20 6l \, W SW:66.91 TP:66.41 19 4866 ere N to N W i W PA RKI N PARKING PROVIDED 23 STANDARD STALLS 2 HANDICAP STALLS 25 TOTAL STALLS GAS GAS- GAS GAS 10' UTILITY EASEMENT TP:66.01 4867 PROPOSED BUILDING FFE = 4867.10 W LANDSCAPE TOTAL LOT AREA = 25,188 SQ. FT 1 z 7,681 SQ. FT o_ HARDSCAPED AREA = 17,507 SQ. FT 69.5% m O I U N 0 z o w a W i - Y J 0 U Lo W 0 I I a) r 20' TYP. -� I 1 [tj I I I I❑ I I I°45' 13�E245.00' GAS GAS GAS GASGAS G S- GAS 4 LIP:64.77 - 26.00 �e ll'S .00 TBC: 5.72 LIP:65.17 00 TB :65.75 LIP:65.20 �h T C:65.65 ttP- v' 1 1 T IP:65.70 II 2.52% 4 I/ 'l- 0) \ J O N cfl 6" U m J 2.17% 0 11/00 2.17 O TBC:65.05 s TSW:66.20 LIP:64.50 LIP:65.70 3 12 �e 30 3 3 W �e TBC:65.32 W CURB T W TBC:65.tl- LIP:64.77 LIP:65.36 19 SNOW STORA E 20 6l \, W SW:66.91 TP:66.41 19 4866 ere N to N W i W PA RKI N PARKING PROVIDED 23 STANDARD STALLS 2 HANDICAP STALLS 25 TOTAL STALLS GAS GAS- GAS GAS 10' UTILITY EASEMENT TP:66.01 4867 PROPOSED BUILDING FFE = 4867.10 W LANDSCAPE TOTAL LOT AREA = 25,188 SQ. FT 100.0% LANDSCAPED AREA = 7,681 SQ. FT 30.5% HARDSCAPED AREA = 17,507 SQ. FT 69.5% GRAPHIC SCALE 10 0 s 10 20 IN FEET ) 1 inch = 10 ft. (22"X34" SHEET) 1 inch = 20 ft. (11"X17" SHEET) --4866 3 3 GAS UAS - GAS S° A AS LI P:65. 5 �9 W � a o U � m N 3 O 1- O 1 N U N 3 o �S pp Lo TBC:66.40 0 LIP:66.02 3 2 v� 28 15 I 17 2 wv I 16 TSW:6.6.91 I IV LIP:66 41 a a 3 L7 � TSW:66.83 3 of OI 0 3 w ❑9 (� N �n Lo 3 0l LANDSCAPING >_ �z J W D W Ln Q N W v, I 30.00 4867 W W wv C0 LANDSCAPINGo 25 0 24 � 26 S S 0 O Z' [n oomm1 r h� � 0 co J zz:00 o O ( ' r w o LO uiCzZ i 40 - � .� V a Z LU IN LLJ a �� F� +' O 1E N 14926 7/10/140 9 J CL �1 m- m O m � o w W i - Y U W U O J Z O I- CL w U co w L 0 O I d � CeJ(S m m N } O M m Z w 0 Z H LLJ W 0 Z C, O N 0 W � 0 w � SHEET C-3 0 m d- ol cJ� HOT ASPHALT MIX 2" 3/4" CRUSHED _. 3" AGGREGATE BASE PITRUN NATIVE SUB -GRADE REMOVE ALL ORGANIC MATERIAL 1 ASPHALT SECTION C _ 4 NTS 9" MIN. NOTE 1: ALL BASE AND SUB -BASE MATERIALS SHALL BE COMPACTED TO A MINIMUM 95% OF STANDARD PROCTOR. PAVEMENT 4000 PSI CONCRETE WITH 3% TO 5% ENTRAINED AIR 3/4" CRUSHED 8" AGGREGATE BASE 2 THICKENEND EDGE SIDEWALK G` _ 4 NTS 3 STANDARD SIDEWALK C _ 4 NTS 4 ADA RAMP NTS 5 18" CURB & GUTTER C-4 6 18" THROW C-4 CURB & GUTTER 1" CORPORATION STOP WATER MAIN --\ L /--TRACER WIRE 1 " TAPPING 1 " SIDR 7 POLY; BEDDING SADDLE REQ'D PER ISPWC SD -302 7 WATER SERVICE C-4 CONNECTION A _- I CURB AND GUTTER U) 00=,, RAMP 12:1 TME I 0 O RAMP 12:1 cr 0 Lu m CURB AND GUTTER 3 #4 REBARS EVENLY SPAC IN NON -EXTRUDED CU A - I PLAN VIEW CENTER BOTH WAYS SECTION A—A 8 DRIVEWAY APPROACH 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 SERVICE LINE LID & COVER LAWN LEVEL 3 #4 REBARS EVENLY SPACED IN NON -EXTRUDED CURB GALVANIZED PIPE, CONNECT TO METER & ANGLE METER VALVE W/APPROXIMATE FITTINGS SEE NOTE (D — 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. (Z)ALL SUPPLIES PROVIDED BY CITY EXCEPT CORPORATION CURB STOP, \ METER SUPPORT, SUPPLY LINES IN & OUT. METER BOX AND METER SETTING DETAIL NTS 1ONACENy I<4926 7/10/14 p �►,'QQr OF N R. �►�► z w U O 0 y 0 Q) U pc Z) Z) c W Z CC C) U J U U) 00=,, R� J TME 0 O cr 0 Lu m LLI z i o 0 Zw c IN Lij.m w F_ Y Q %ftwoo U p O 1ONACENy I<4926 7/10/14 p �►,'QQr OF N R. �►�► z w U O 0 y 0 Q) U pc Z) Z) c W Z CC C) U J U m O m p w w F_ Y Q U p Li = F - O U J CL Z O F- CL w U w L p O I � ~~� r � � O m m m N >- r O M m Z w p Z ~ < W p Z 0 w N0 O 0 w o p j w � SHEET C-4 r - CD m 01) a 75 O DJ 4-1 / I in 0 O cS S lIl S_ O 77 I ou S_ QJ --1 U CEJ i r N SPLIT FACE f ' ^^" NOTES: 1. BLOCK TO BE COLOR COORDINATED WITH BUILDING. COORDINATE WITH OWNER AND/OR BUILDING ARCHITECT. 2. TRASH ENCLOSURE DESIGNED TO ACCOMODATE A 2 YARD TRASH CONTAINER. 10 TRASH ENCLOSURE C-5 NTS ITD STD. SIZE "A" GRATE FOR ITD TYPE 1 C.B. ISOMETRIC VIEW A � CATCH BASIN HEAD CATCH BASIN FRAME & GRATE GROUT 499 ( CURB & GUTTER to 31" FROMEEDGE OFHORS OPENING LOCATE ,'1 II— 29" DIA. 30" DIA. SECTION A -A 37" DIA 3-1/2" 30" DIA POURED IN PLACE UNUUNU 11 CATCH BASIN C - 5 NTS SECTION B -B 1ONACENy 14926 7/10/14 p N R. T Z5 _ U) 00=,, J r z O �5 20 ' LLI Z i m o Z LU IN w •m W H Y O U 1ONACENy 14926 7/10/14 p N R. T m O r m p w W H Y U w_ F- L) U J CL Z O F- CL w U m w L p O I � ~~� r � � O m m m N >- r O M m Z w p Z ~ < W p Z 0 w N0 O W 0 p j W � SHEET C-5