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HomeMy WebLinkAboutPLANS RESUBMITTED - 13-00024 - 850 University Blvd - McDonald's36" CULVERT I.E. EAST = 4852.10 I.E. WEST = 4851.80 L1 1) -r L L V 7 SEWER MANHOLE RIM = 4853.35 NORTH = 4836.73 10" IE. SQ\ = 4836.63 I 0 N N CL Q CD 0 N 0 x ry 0 N a U x av 0 C- 0 SECTION 36, TOWNSHIP 6N, RANGE 39E. B.M. CONTRACTOR TO COORDINATE S STOP"/ WITH IRRIGATION DISTRICT FOR LOT 1 (PER R1) rel REROUTE OF IRRIGATION DITCH. OWNER: MY NOJO LLC 36" CULVERT 444SSS ADDRESS: 1162 S. 5TH W. PIN: RPRTAFN0010010 I.E. EAST = 4852.60 / Z`'E TER 1 4 SECTION 36 \ ACREAGE: 0.90 AC. I.E. WEST = 4852.51 - / FOUND 3" ASS CAP \ / I. - 52.1 CP&f\: 26 777 �> `' f N89°48' -N89°48 55 E 216.9 �--- -- =_�LA -- i SD _ 11 1 sD - _ r - - GJ SD ` ` - sD -7-- 54 ---- SD SD SD J 54 0 -------- - / - /-g3�25 TP --�4 0'x27'-4" 54.00 T 2 -- --- - 1 1 SD I SD SD / -- - -- -- 4.00 TC LO m RASH 54.�p �€1VC LOSURE 53.50 54.00 TC 5'3.50 TP --7w' 53.50 T - -- --- - ---- o _ 2.45 TC /� 53.45 TC R 10 _ -I - i �� o 51.95 L / // 53.28 TC I ` / 52.95 TP 52.60 TP 6 52.78/7P- 53.50 TP 1 o I w 11, 1 inj^SD ® 51.75 LP D 53.30 TP 3 r3.25 TP 0 15' 15' 53.30 TC 53.35 TC 52.80 TP 2 _ N89'57'20"W 789° 57' 20"W 5CID r p �63.52 �• 2.85 TP/ / ^..,� 53.30 TC \ \R/ �� .9:i -4n Tc 52.80 TP AGF\ 52. SD -, SD GRAPHIC SCALE \ I I 0 10 20 40 q5 •' ��' \ \ \ I /r I ( IN FEET ) 1 inch = 20 ft. j /51.75 LP p//""151, 2.95 TC 45-87 (+5 REAR) ° 70 I \ d I / 72.45 TP 4,016 SF 53.401 zm I m I I 10 / / LP FFE = 53.50 / 53.60 TC I �i > I LOT 4 (PER R1) 53.10 TP 12 / 53.40 0 2p 6' I /�-- / I ADDRESS: ^ 62 S. 5THC W. 52.TP C I I PIN: RPRTAFN0010040 5 .35 TC 11 cps 53.30 TC I / I i ACREAGE: 1.08 AC. 2.85 TP 52.80 TP C J 13/Q © 53.40 �`� \ / \ 53.40 TC �� ,\I I/ ❑ 52.90 TP ' ��� 52.23 I I N \ g 53.40 0 Oy 51.85 LP o O 52.80 ' TC 53.30 TC 1�� LOT 3 (PER R1) I I I rz w� 52.30 LP 2-1 �" A.6 UNCH 52.80 TP 52.40 OWNER: MY NOJO LLC I I / O ADDRESS: 1162 S. 5TH W.co 10 H R -N 63" 52.00 hj ( > O -� 52.40, = PIN: RPRTAFN0010030 I 72 ACREAGE: 0.60 AC. wq \ 3.30 TC 0 TP SEWS NHOLE 0 0 qp- 13 ` 7 I I N 11 ♦ RIM = 48 p I ❑ ♦ SIE. EAST = � 52. 16 2.80 T U H = 4 7 3.2.30 TP ^ \ 52.60 TP 52.9 C I `f v sy, a / �� \� ♦ �� wq. ' ,. -N 52 0 TP 53.20 TC I \\ 53.30 TC ❑ 52.85W p� _ r�� OC' 53.60, 4f52.70 TP I I J S` 2.80 TP C Al 52.95 ^\\�� 3g(' ♦ STU 52.45 TP N / /49 53.10.. P l N ° ` \ 53.25 TC 3 � 52.75 TP 53.25 TC \ YL 5317 � .\ 52.75 TP I \ 53.20 TC O X2.70 TP \ \ \ \ ^� "' <♦ 53.30 TC I \ J SIDEWALK 35� ♦ \ 52.80 TP (TYP.) ��� I \ � � WATER 53 STUB I \� N 12 iN SS I S� SS 12 \ w q � SEWER I STUB e/ \ "H1'GkiWAY 2 -'?"--In \ I wq OD 12 WA 12 WA �2 A - - - \SS SEWER MAN,H LE RIM = 4853-70- 10" 853:70 10" IE. EAST = 4840.09 SS IE. WEST = 4839.99 135 R/W SEE SHEETS C-2.1, C-2.2, AND C-2.3 FOR GRADING AND DRAINAGE NOTES AND DETAILS. SPOT ELEVATIONS SHOWN ALONG CURB LINES ARE SHOWN AT TOP OF PAVEMENT ELEVATION UNLESS OTHERWISE NOTED. DESIGN ELEVATION (4800' =DATUM ELEVATION LEGEND: EXISTING GRADE PROPOSED GRADE PROPOSED SPOT ELEVATION SLOPE ARROW HIGH POINT LOW POINT TOP OF CURB TOP OF PAVEMENT TOP OF WALL BOTTOM OF WALL MATCH EXISTING ROOF DRAIN LINE STORM DRAINAGE PIPE TYPE I CATCH BASIN STORM DRAIN CLEANOUT ,/-53.5 i2.0% HP LP TC TP TW BW M. E. RDL ®SD® 1 -2. 1 2 C-2.1 C-2.1 2 5 -2. -2. CONTECH CDS HYDRODYNAMIC SEPARATOR cis -2 STRUCTURE SCHEDULE PIPE SCHEDULE # DESCRIPTION PIPE # DIAMETER LENGTH SLOPE (FT.) (FT./FT.) SDMH TYPE II - 60' WITH 36" CPEP 11 .002 O SOLID LID ❑2 36" CPEP 190 .002 RIM = 56.50 36" IE = 52.50 ❑3 36" CPEP 16 .002 SET RIM 6" ABOVE GRADE ® 12" D.I. 108 .010 SDMH TYPE II - 60" WITH 5 12" CPEP 73 .010 ORIM L56.50 ID © 12" CPEP 56 .010 2 36" IE = 52.48 ❑7 12" D.I. 62 .010 SET RIM 6" ABOVE GRADE ® 12" CPEP 99 .019 SDMH TYPE II - 60" WITH 9 12" CPEP 34 .010 SOLID LID 10 12" CPEP 27 .063 O RIM = 56.50 36" IE = 52.18 11 12" CPEP 10 .010 SET RIM 6" ABOVE GRADE 12" PERFORATED IRRIGATION BYPASS OUTLETCPEP (SEE O4 WITH RIP RAP PROTECTION 12 INFILTRATION 120 .000 TRENCH DETAIL 36" IE = 52.15 6, SHEET C-2.2) CB TYPE 1 13 6" CPEP (RDL) 44 .016 O RIM = 51.75 12" IE = 49.75 CB TYPE 1 60 RIM = 51.95 12" IE = 48.67 CB TYPE 1 7O RIM = 51.95 12" IE = 47.94 CB TYPE 1 O8 RIM = 51.85 12" IE = 49.85 Og CB TYPE 1 WITH SOLID LID RIM = 52.70 12" IE = 49.23 CB TYPE 1 10 RIM = 52.30 12" IE = 47.38 WITH DOWNTURN ELBOW CB TYPE 1 11 RIM = 51.75 12" IE = 48.75 12 CB TYPE 1 WITH SOLID LID RIM = 52.75 12" IE = 47.04 SET RIM 6" ABOVE GRADE 13 CONTECH CDS HYDRODYNAMIC SEPARATOR RIM = 53.50 12" IE = 46.94 - SET RIM 6" ABOVE GRADE SDMH TYPE II - 48 WITH SOLID LID 14 RIM = 55.00 12" IE = 46.94 SET RIM 6" ABOVE GRADE STROM DRAIN CLEANOUT 15 RIM = 53.35 6" IE = 50.85 6" x 12" WYE CONNECTION 0 16 12" IE = 49.63 6" IE = 50.13 0 * REFER TO DETAIL 5, SHEET QO a C-2.2 FOR DOWNTURN ELBOW DETAIL. Know what's below. Call before you di m C -q 00 2: m O o 0 m W 'v Q ai O J J LnN O N O o O W Z 0 Ln Lr) Q ovU Z W H w ++ W a ��-100 Ln 0 a °L VU � U) a Q 00LU 0 MLn o 0 ro m m 0 Ln CO 0) 5 Z Q Q J m X W C� U) 0 Cc 55 0c O � � C-2.0 .0) w w � o 0 z U U � Q Q m � w 0 N n O O Z N m C -q 00 2: m O o 0 m W 'v Q ai p \ O N H Of w Z LnN O N O o O W Z 0 Ln Lr) m C -q 00 2: m O o 0 m W 'v � w �� Oybo yb - z w o u W Z 0 Ln Lr) ovU Z W H w -q 00 2: m O o 0 Z Ln rj �� Oybo yb - z w o u W Z 0 Ln Lr) ovU Z W H w -q 00 2: O o 0 Z Ln rj rn 0 - rn r0 z Ln Ln fi�nn® u W Z 0 Ln Lr) ovU Z W H w O W a ��-100 Ln 0 Q Z VU � U) a Q 00LU 0 MLn o 0 ro a;a-'� 0 Ln CO Z Q fi�nn® W Z 0 ovU Z W C- �� O W a ��-100 Q Z VU � W = Q 0 0 �_ 0 �zQa 0 5 Z Q Q J m X W C� Z Cc 55 0c D C� C-2.0 4, I� I 0 N N Q SD W / CENTER / FOUND 3" / CP&F: 26 SECTION 36, TOWNSHIP 6N, RANGE 39E. B.M. m D S LOT 1 (PER R1) OWNER: MY NOJO LLC ADDRESS: 1162 S. 5TH W. PIN: RPRTAFN0010010 ACREAGE: 0.90 AC. SD SD Sf 20'x27'-4" I SD SDS 7 Sr: —RASH `n m ENCLOSURE _ w �� o 22 I 1 � D I a I I o I I N I N89° 57' 20"W 63.52 I I I I I LEGEND: 6" FIRE LINE FL 1 C-3.1 2" DOMESTIC LINE DOM 1 C-3.1 5/8" HOSE BIB LINE He 1 C-3.1 — SD WATER METER 4 SD - 3. FIRE DEPARTMENT CONNECTION BEND/TEE WITH THRUST BLOCKING 4�j 2 C-3.1 POST INDICATOR VALVE GATE VALVE N 1 2 DOUBLE DETECTOR CHECK VALVE ASSEMBLY DDCVA 1 -3. REDUCED PRESSURE ASSEMBLY �A I N GRAPHIC SCALE Go I 0 10 20 40 \ 19 \ I I ( IN FEET ) 45-87 (+5 REAR) �°�, 1 inch = 20 ft. 4,016 SF \ I m FFE = 53.50 z0 N - D I L01 4 (PER R1) OWNER: MY NOJO LLC C I I A DDNES W PIN: RTAN0010040 141 \ I I ACREAGE: 1.08 AC. 7 17 OC, co �ClbI (n Q 0 . Q) LOI 5 (PER R1) �Z wq \ OWNER: MY NOJO LLC O ADDRESS: 1162 S. 5TH W. m PIN: RPRTAFN0010030 11 a \ 21 6 ACREAGE: 0.60 AC. I a a a Wq \ I I cn A-34 22' 09,>` ,2 wq \ �� 5 15 R=20.00, L-11..9 3 ` 14 12 I �, 20 q I 12 I I I N 13 I I m ��\ �\ • �\ 9 10 d 23 2 � W ss�ss I \ O \ wA I I a I (Inn �? '2WA > I S S 12 WA \ �� Ss ` WATER SCHEDULE O CONNECT NEW 2" DOMESTIC SERVICE TO EXISTING 12" WATER MAIN PER DETAIL 4, 7 SHEET C-3.2. t � a CONTRACTOR TO VERIFY EXISTING WATER Ln N O C-4 O Ln MAIN LOCATION PRIOR TO CONSTRUCTION O OF ANY PORTION OF PROPOSED WATER MAIN EXTENSION AND NOTIFY ENGINEER n®� OF ANY DISCREPANCIES. O CONNECT NEW 8" WATER MAIN TO EXISTING 12" WATER MAIN WITH CUT -IN W TEE PER DETAIL 3, SHEET C-3.2, AND O 2" SHUT-OFF VALVE. CONTRACTOR TO VERIFY EXISTING WATER 0 MAIN LOCATION PRIOR TO CONSTRUCTION Z Q OF ANY PORTION OF PROPOSED WATER - MAIN EXTENSION AND NOTIFY ENGINEER 0 OF ANY DISCREPANCIES. O3 18 LF 2" POLY PIPE DOMESTIC SERVICE ® 2" DOMESTIC WATER METER WITH A �- 2" SHUT-OFF VALVE PER DETAIL 000 SD -402, SHEET C-3.2. O5 6 LF 2" POLY PIPE DOMESTIC SERVICE © REDUCED PRESSURE ASSEMBLY �7 75 LF 2" POLY PIPE DOMESTIC SERVICE ® 2" DOMESTIC WATER SERVICE ENTRY O9 21 LF 8" WATER MAIN CLASS 50 D.I. 10 1 - 8" X 6" TEE (FL) 1 - 8" ADAPTER (FL X MJ) > m 1 - 8" X 6" REDUCER (FL X MJ) 1 - FIRE HYDRANT ASSEMBLY ~ 27 LF 6" CLASS 52 D.I. W 1-6" 90° BEND (MJ) 1 -5 -INCH STORZ FITTING (PAINTED RED) WITH THRUST BLOCKING 11 6 LF 6" FIRE LINE CLASS 50 D.I. 12 1-6" 90° BEND (MJ) WITH THRUST BLOCKING 13 3 LF 6" FIRE LINE CLASS 50 D.I. WITH A POST INDICATOR VALVE 14 DOUBLE DETECTOR CHECK VALVE ASSEMBLY 13 FIRE DEPARTMENT CONNECTION 3 LF 6" D.I. CLASS 50 D.I. 1-6" 90° BEND (MJ) WITH THRUST BLOCKING 16 54 LF 6" FIRE LINE CLASS 50 D.I. 17 58 LF 6" FIRE LINE CLASS 50 D.I. 18 6" FIRE SERVICE ENTRY 19 127 LF 5/8" POLY PIPE SERVICE TO D HOSE CONNECTION IN TRASH ENCLOSURE 20 IRRIGATION POINT OF CONNECTION WITH REDUCE PRESSURE ASSEMBLY 21 8 LF 2" POLY PIPE DOMESTIC SERVICE 22 EXISTING FIRE HYDRANT TO REMAIN 23 CONTRACTOR TO CAP EXISTING WATER STUB 00 AT THE MAIN PER CITY OF REXBURG REQUIREMENTS. SEE SHEETS C-3.1, C-3.2, AND C-3.3 FOR WATER NOTES AND DETAILS. 0 0 Know what's below. 0111 before you di m '0 C �' m 7 p \ N I --- t � a J Ln N O C-4 O Ln O O n®� Z 0 Uv o W O aL •lu 0 0 00 Z Q - W 0 W >-Q m �- 000 0)m Cr �za0 N 0 cr 5 Q D Q > m in ~ W W Cc O Of .0) w w w z D C-3.0 cc 00 J J Q Q m w w 0 N O O Z N m '0 C �' m 7 p \ N I --- t � a ? ai �O a Ln N O C-4 O Ln O W m '0 C �' m � w 2 W n®� Z 0 !I I =n 0 --100 2: iorj 0 0 0" 0 Ln Ln JQZ Q �LL 0 V 00 -I- 41 00 Lu M Lr) C) ,-� cn CO 2 W n®� Z 0 Uv o W O 0 0 00 Z Q W W 0 W >-Q �- 000 Cr �za0 W cr 5 Q D Q > m in ~ W W Cc VJ w z D C-3.0 ,r x ry / zs C 0 N / 0 U x W ry 0 c - 2' SQ x 6" THICK CLASS B CONCRETE P"� VALVE BOX TO SUIT VAL' AND DEPTH OF BUI TAMP BACKFILI VALVE BODI WATER PIPE GATE VALVE NTS SECTION 36, TOWNSHIP 6N, RANGE 39E. B.M. D CONCRETE EXISTING MAIN o THRUST BLOCK i o QQQQ o 000 TAPPING SLEEVE ADJUST TOP SECTION AS APPROVED BY DISTRICT* TO FINISH GRADE VALVE AND VALVE BOX* VALVE BOX TO BE ENTIRELY SUPPORTED NOTES: BY CONCRETE BLOCKS OR BRICKS TO SUIT. 1. SPLIT MJ CAST IRON SLEEVE FOR A.C. PIPE. VALVE BOX MUST NOT 2. DUCTILE IRON SLEEVE FOR DUCTILE IRON PIPE. BEAR ON VALVE OR 3. EPDXY COATED STEE TAPPING TEE (SIZED FOR PARTICLUAR TYPE/SIZE OF PIPE) FOR HOT—TAPPING PLASTIC PIPE. PIPE. *4. VALVES TO BE CONFIGURED AS SHOWN ON APPROVED PLANS. CUT -IN TEE TO EXISTING MAIN RICH #940 VALVE BOX W/ "WATER" CAST IN LID SEE C-1.1 FOR 8" PAVEMENT SECTIONS ��` I�—I 1 1/2" ASPHALT WEARING LARGE z Er w 0 N U 6" CAST IRON RISER PIPE TO BE PLUMB & CENTERED OVER VALVE STEM RESILIENT SEATED GATE VALVE (SIZE INDICATED ON PLAN)— /,---TRACER LAN) PIPE BEDDING DUCTILE IRON WATER MAIN PIPE BEDDING -111-111-111-11 UNDISTURBED GROUND NOTE: 1. WRAP ALL FITTINGS IN 5 MIL PLASTIC. 2. INCREASE THRUST BLOCK AREA BY 50% WHERE INSTALLING HYDRANT IN SANDY MATERIAL. 3. ROMAC "GRIP—RING" MECHANICAL JOINT ACCESSORY KITS OR APPROVED EQUAL SHALL BE USED ON ALL MECH. JOINT CONNECTIONS FROM TEE TO HYDRANT. 4. PROVIDE EXTENSION PIECE WHERE REQUIRED FOR VALVE BOX. •o . ,LI II II ,, Ile . L FD N NN \ No t 2 Lij CL_O Z V L a- LO N O N 0 "' J Z W O U f W O L, j nz O 5� Cj W �Oil I ilill lumm VALVE BOX DETAIL NTS /,---TRACER WIRE DUCTILE IRON WATER MAIN SHACKLE IMBEDDED IN THRUST BLOCK (#5 REBAR) CONCRETE THRUST BLOCK SEE 2 C-3.1 TO WATER WATER SERVICE CONNECTION DETAIL NTS TILE 1E(__E1\ 1 C) YOKE 10 WATER MAIM PER SECTION 401, SADDLE NTH CC THREAD AND STAINLESS STEEL STRAP. BALLCORP TYPE F94G0 INLET AWWA TAPER -CC X PACK JOINT WJS.S_ INSERT 12" (1781001-7)�. 2" METER s METER TO MAIN N3. 12 COPPER FINDER WIRE MIN. METER TO BUILDING No. 18 COPPER FINIDER VARE MIN. SEE 50-514 FOR SPLICING SERVICE LINE: 2' POLYETHYLENE PIPE WITH PACK J0114T BRASS FITTINGS AND STAINLESS STEEL INSERTS. FORD BALL VALVE CURB STOP W1 VALVE RISER AND LOCKING LID_ (IF REQUIRED) 2" = B11-777 f x 3.5" 0-1). CONCRETE C AIDE RING (UNDER YOKE). METER SETTER VVI THE FOLLOWING FACTORY ASSEMBLED ITEMS: A. ANCL.E BALL. VALVE WITH PADLOCK WING. S. OALVANIZED RISERS C. BALL 'SALVE 0. `!-STRAINER Wf RIPPLE & BALL VALVE I•t?R SLOW DOFF E. ANC4—E VALVE. v PEA GRAAYEL 11 CONCRETE BLOCKS (CMU TYP) 12 48' DIA CONCRETE ISARREL i3 CONCRETE CONE SECTION 14 STANDARD 24" DIA. MANHOLE RING & 'WATER COVER. - No. 12 COPPER FINDER ARE TO METER TAP CONNECTION IBJ O TE S : NITS ALL PRODUCTS AS NOTED OR APPROVED SUBSTITUTION. THE DIAWETER (2") OF EACH APPURTENANCE SHOVft, HEREON IS THE SAME A5 TIE METER SIZE. NO BY-PASS ALLOWED CM METER SETTERS FOR LANDSCAPE OR PRESSURIZED IRRIGATION SYSTEM. SD -402 WATER SERVICE CONNECTION (2") ALLOWED IF TWO OR MORE YOKES ARE USED FOR THE 8AWIT SERVCE. NO GALVANIZED PIPE OR YELLOW BRASS FITTINGS UNLESS OTHERWISE NOTEID. NO TAPS WTHIII OPIE FMT OF THE PIPE ENDS, G GALVANIZEO STAND PIPE 12 INCHES WRAPPED WITH DUCT TAPE OR APPROVED EQUAL. IDAHO STANDARDS WATER SERVICE CONNECTION STANDARD DRAWING FOR CONSPUBLIC TRUCWQNKS ( �, h10. 'SD -402 S D _ 4 0 REXBURC MODIFIED JAN 2013 0 0 0 QO a Know what's below. 0111 before you di 0 J J f+ Q Q a �L M m Q (n Ory ry .ro w w w 0 0 z z Q Q in II I m5'' C In w Q 7 ao ao FD N NN \ No t 2 Lij CL_O Z V L a- LO N O N 0 "' m5'' C In w m 2 J Z W O U f W O L, j nz O 5� Cj !I I 0 --100 5- c:) CD 0 Ln (-I U 0`1 00 z Ln Ln Ln L �LL Ln 0 � 00 441 a 0 LU M ,Lr) -I O ami _q N ,--I Ln CO 2 W nz O Cj W 11-- Cn O O 00 j -j W�a W W Q Q � z < oC 0 005 m Q �mW W c cr Z C-3.2 0 I 0 N N Q Q �I 0 x / C0 0 N U 0� X Q) 0 Z ,.STOP" / 36" CULVERT I.E. EAST = 4852.10 I.E. WEST = 4851.80 (� 32. SD SD SD - ) -- SD / A\` / i �Q6 66' SEWER MANHOLE RIM = 4853.35 1b" .IE. NORTH = 4836.73 10" IE. SQUTH = 4836.63 Y �Z"rMTER FOUND 3" CP&O,: 26 0" \psi_ a g3 \ \ SIDEWALK a d 18 ❑1 \� (TYP.) SECTION 36, TOWNSHIP 6N, RANGE 39E. B.M. SD D -- 20' 4" �� -� --- - --- -- - -� - s° t sD - SD R _ Lo m --- -€NCC®RE-�--- ---- _ _ -- TO IR 10 == 00 ISD I o C0 w o 15' 15' N89'57'20 N8957'57 20"W O 63.52 N GRAPHIC SCALE i � I a I 0 10 20 40 IN FEET ) i / �_ � I 1 inch = 20 ft. N LOT 4 (PER R1) i' OWNER: MY NOJO LLC /--- I ADDRESS: 1162 S. 5TH W. / I PIN: RPRTAFN0010040 ACREAGE: 1.08 AC. 1 �J I o , Ln .o O LOT 3 (PER R1) I I o OWNER: MY NOJO LLC / ADDRESS: 1162 S. 5TH W. I m PIN: RPRTAFN0010030 I > 4Z' ACREAGE: 0.60 AC. oC") I / I YL �\ \ WATER \� STUB I � N SS I SS SEWER STUB I cn \\ "ATGHWAY 2'0"� \ \ I I I w^\ I 12 WA 12 \ \ SEWER MANHOLE SS RIM = 4853-7G- 10" IE. EAST = 4840.09 SS IE. WEST = 4839.99 135 R/W \ � LEGEND: 6" GREASE WASTE 6" GW 6" WASTE WATER 6" WW GREASE INTERCEPTOR ® 3 SANITARY SEWER CLEANOUT/TEST TEE O 1 SANITARY SEWER MANHOLE 2 O C-3. SANITARY SEWER SCHEDULE E1 s Z V ,0 SANITARY SEWER MAIN WITH A NEW SANITARY SEWER 6" TEE LOT 1 (PER R1) PER CITY OF REXBURG SEWER o _W DISTRICT REQUIREMENTS. OWNER: MY NOJO LLC CONTRACTOR TO VERIFY C SANITARY SEWER MAIN )DRESS: 1162 S. 5TH W. 36" CULVERT I J PRIOR TO CONSTRUCTION OF PIN: RPRTAFN0010010 I.E. EAST = 4852.60 PROPOSED SANITARY SEWER ACREAGE: 0.90 AC. I.E. WEST = 4852.51 ANY DISCREPANCIES. U EXISTING I.E. = 39.70 (10" � a EAST AND WEST) 3.92 NEW I.E. = 39.70 (6" NORTH) �---- ----` >_-w1 SD D -- 20' 4" �� -� --- - --- -- - -� - s° t sD - SD R _ Lo m --- -€NCC®RE-�--- ---- _ _ -- TO IR 10 == 00 ISD I o C0 w o 15' 15' N89'57'20 N8957'57 20"W O 63.52 N GRAPHIC SCALE i � I a I 0 10 20 40 IN FEET ) i / �_ � I 1 inch = 20 ft. N LOT 4 (PER R1) i' OWNER: MY NOJO LLC /--- I ADDRESS: 1162 S. 5TH W. / I PIN: RPRTAFN0010040 ACREAGE: 1.08 AC. 1 �J I o , Ln .o O LOT 3 (PER R1) I I o OWNER: MY NOJO LLC / ADDRESS: 1162 S. 5TH W. I m PIN: RPRTAFN0010030 I > 4Z' ACREAGE: 0.60 AC. oC") I / I YL �\ \ WATER \� STUB I � N SS I SS SEWER STUB I cn \\ "ATGHWAY 2'0"� \ \ I I I w^\ I 12 WA 12 \ \ SEWER MANHOLE SS RIM = 4853-7G- 10" IE. EAST = 4840.09 SS IE. WEST = 4839.99 135 R/W \ � LEGEND: 6" GREASE WASTE 6" GW 6" WASTE WATER 6" WW GREASE INTERCEPTOR ® 3 SANITARY SEWER CLEANOUT/TEST TEE O 1 SANITARY SEWER MANHOLE 2 O C-3. SANITARY SEWER SCHEDULE E1 CONNECT TO EXISTING 10" Z V ,0 SANITARY SEWER MAIN WITH A NEW SANITARY SEWER 6" TEE ®z PER CITY OF REXBURG SEWER o _W DISTRICT REQUIREMENTS. m C CONTRACTOR TO VERIFY C SANITARY SEWER MAIN 51 m 0 LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF Cd ANY PORTION OF THE 0 PROPOSED SANITARY SEWER � SYSTEM. NOTIFY ENGINEER OF 0 ANY DISCREPANCIES. U EXISTING I.E. = 39.70 (10" � a EAST AND WEST) NEW I.E. = 39.70 (6" NORTH) ❑2 66 LF 6" WW @ 13.4% ❑3 SANITARY SEWER CLEANOUT RIM = 52.18 O I.E. = 48.52 ® 16 LF 6" WW @ 2.0% MIN. ❑5 SAMPLING POINT MANHOLE z� RIM = 52.60 0 I.E. = 48.82 © 15 LF 6" WW @ 2.0% MIN. �7 SANITARY SEWER CLEANOUT o� RIM = 53.35 �mw I.E. = 49.12 ® 2 LF 6" WW @ 2.0% MIN. �g 6" WASTE WATER ENTRY APPROX. I.E. = 49.16 10 3 LF 6" GW @ 2.0% MIN. 11 2,000 GALLON GREASE INTERCEPTOR SINGLE VAULT SYSTEM, UTILITY VAULT 612 -GA. NORTH RIM = 52.64 Q SOUTH RIM = 52.64 IE (IN) = 49.08 IE (OUT) = 48.88 CONTRACTOR TO PROVIDE VENTING AS REQUIRED BY BY UNIFORM PLUMBING CODE. 12 3 LF 6" GW @ 2.0% MIN. 13 SANITARY SEWER CLEANOUT RIM = 52.64 z I.E. = 49.14 14 15 LF 6" GW @ 2.0% MIN. 15 SANITARY SEWER CLEANOUT RIM = 53.35 C-3.4 I.E. = 49.44 16 3 LF 6" GW @ 2.0% MIN. 17 6" GREASE WATER ENTRY APPROX. I.E. = 49.50 18 CONTRACTOR TO CAP EXISTING SEWER SERVICE STUB AT THE MAIN PER CITY OF REXBURG REQUIREMENTS. SEE SHEETS C-3.5, AND C-3.6 FOR SANITARY SEWER NOTES AND DETAILS. DESIGN ELEVATION (4800' =DATUM ELEVATION 0 O `1 a Know what's b@Iow. Call before you dig. 0 J Q f+ Q a �L m m 0 N V) O of .0) 0 Ld o 0 Z Q Q J a Q N O O o N Z Q 0 p N O 0 � 0 L0 Z V ,0 N O N 0 ®z J C/) z w CD o _W Q m C Lr) C y 51 m 0 w �w Cd w 0 o 4CLCo � 0 0 U U� 7 0 O O 0 Ln r -A T 0 o ®z J C/) z w CD o _W Q w Lr) ® N N � z 00 2: O O 0 Ln r -A T 0 o ®z Ul LnLn Q w Lr) ® N N � z �w o w o 4CLCo ^J I..L 0 U� � a � Q W W M O J,moi Z:5 i N O Opp Z w 2 w z ®F- z Q o w o 4CLCo ^J I..L 000°0 �wJO W �W�a w W O Opp Z w z� Q 0 �om o� �mw Q w � Z Q I.L V z D C-3.4 O N I r2 O N N Q 36" CULVERT I.E. EAST = 4852.10 I.E. WEST = 4851.80 / A\` i 66' 3/ �ry SEWER MANHOLE RIM = 4853.35 1b" .. NORTH = 4836.73 10 IE. SQ\H = 4836.63 ** - SPECIFY COLOR SECTION 36, TOWNSHIP 6N, RANGE 39E. B.M. > S "STOP" / /\ / O 1 OWNER: MY P ) NOJO LLC 36" CULVERT / ADDRESS: 1162 S. 5TH W. J PIN: RPRTAFN0010010 I.E. EAST = 4852,60 00 1 4 SECTION 36 ACREAGE: 0.90 AC. I.E. WEST = 4852.51 FOUND 3" SS CS.P 0.0 0.0 0.0/ i 0.1 CP9A1 26 a 1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.1 0.2 0.2--,,-61 -0.0 D--�� -- /j 32.05'/ 3D SD sr SD --6-(�-- --- ----------------- ------ 20'x27'-4,. --- --- - - _ ---�- = 17 s0 s0� - s:: s0 \0.1 109 0.1 0. \ \ SIDEWALK \ a .d d 0.1 �\ (TYP.) ��� 0.1 0. RASH 2. - m I --- - --- €iVCLOSURE-�--- ---_ _ - --- - --- - - 0.3 .6 I -'� E 1.6 1.7 1.2 1.0 1. 1.7 I 1�7M I ` In -_2 / 2.3 1.4 0.7 0.6 0.9 0.9 1.0 1.0 0.9 1.0 0.9 0.9 0.61 1 1.3 1.3 1 1 0.6 0.5 0.8 0.7 0.7 0.8 0.7 0.8 0.6 0.6 0.5 S I 0.2 , 15 J iI 1.2 1.4 1.6 0.6 ---^` 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.4 5 .6 0.2 I\ 1.0 2.2 3. I 1 0.3 4 0.1-K1.0 1.9 0� 0 4 N GRAPHIC SCALE 0.8 1 �� I > I 0 10 20 40 0.2 0,�5 0 7,,- 0.9 1.2 .5 1 0.7 1,/ I ( IN FEET ) 1 inch = 20 ft. 0. /� 0.3 J 0.4 0. 0.8 0.9 o, 0.5 1CID In LOT 4 (PER R1) .2 0.3 0.3 .3 0.5 0,5 1 �� I OWNER: MY NOJO LLC 1 /--- ADDRESS: 1162 S. 5TH W. / I PIN: RPRTAFN0010040 0.3 0.3 0.3 .3 0.3 0.3 I I i ACREAGE: 1.08 AC. �J 0.2 60 0.7 0.7 -N.4 0.3 i I i Ln N 0.3 1.08 0.8 0. o LOT 3 (PER R1) 1 I i / PAVED SURFACE READINGS 0 0.5 OWNER: MY NOJO LLC / ADDRESS: 1162 S. 5TH W. 1 m 1. 3 1.0 PI 0 1 6 ACREAGE: 0.60AC. i I �'i Average 1.2 1 / I Maximum 3.9 3.5 .3 I I N Minimum 0.1 i 0 7I 1 1 Avg:Min 11.80 Max:Min 39.00 2.8 1.0 1 PROPERTY LINE READINGS Average 0.2 ( I Maximum 1.2 1. 0'7 I \ I 1 Minimum 0.0 \\ \ > I Avg:Min N/A 0.8 --- -� I I Max:Min N/A I WATER TUB 0.9 I \ SS I SS SEWER STUB I � w I 011 1 V4 ---- \ "HIGHWAY 2i?"� \ \ -- I 1? WA S 12 WA 0 12 44 \ \ SEWER MANJiOLE SS - - - RIM = 4853:70- \ 10" IE. EAST = 4840.09 SS \\\� IE. WEST = 4839.99 - - S NOTE: ALL POLES ARE DRILLED FIXTURE TYPE: SYMBOL * PROJECT WIND LOAD CRITERIA BASED ON: ASCE 7-10 WIND SPEEDS (3 -SEC PEAK GUST MPH) 50 YEAR MEAN RECURRENCE INTERVAL. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS, ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS. SEE SHEET C-3.8 FOR LIGHT POLE DETAILS O ® ® V Performance Designed Lighting Products 1085 Johnson Dr„ Buffalo Grove, Illinois 60089 1-800-544-4848 FIXTURE CONFIG QUANTITY EPA MOUNTING LLF POLE TYPE: QUANTITY WIND LOAD ALLOWED RSB/RCS-320PSMH-**-4-MT --E] 10 SGL 10 2.10 21' 0.75 SSP -4118 -GL-** (4') 10 90mph 13.8 DISTANCE BETWEEN READINGS 10' DRAWING NUMBER 1 P C P2 7 0 8 9 B 4. FINAL ADJUSTMENTS TO AIMING ANGLE/DIRECTION OF FIXTURES MAY :3 -1 BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO W ADJOINING PROPERTIES OR ROADWAYS. 5. FOOTCANDLE LEVELS SHOWN ARE MAINTAINED. M m MAINTENANCE FACTOR USED ON THIS DRAWING IS 75 00 z N U) a Q ac M o Q J x WW Cc O� � L.1. .No w w .> D D_ z D C-3.7 a°c * PROJECT WIND LOAD CRITERIA BASED ON: ASCE 7-10 WIND SPEEDS (3 -SEC PEAK GUST MPH) 50 YEAR MEAN RECURRENCE INTERVAL. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS, ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS. SEE SHEET C-3.8 FOR LIGHT POLE DETAILS UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES O ® ® V Performance Designed Lighting Products 1085 Johnson Dr„ Buffalo Grove, Illinois 60089 1-800-544-4848 NOTES, NOTES: REF, DRWGS, DRAWN BY M J W 1, THE FOOTCANDLE LEVELS AS SHOWN ARE BASED ON THE F❑LL❑WING CHECKED BY CRITERIA. ANY SUBSTITUTI❑NS IN SPECIFIED FIXTURES OR CHANGES TO LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT APPROVED BY BE THE RESPONSIBILITY OF SECURITY LIGHTING. 2, THE C❑NTRIBUTI❑N OF THE METAL HALIDE SOFFIT / BUILDING FINISH LIGHTING IS NOT REFLECTED ON THIS DRAWING, 3, DISTANCE BETWEEN READINGS 10' DRAWING NUMBER 1 P C P2 7 0 8 9 B 4. FINAL ADJUSTMENTS TO AIMING ANGLE/DIRECTION OF FIXTURES MAY :3 -1 BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO W ADJOINING PROPERTIES OR ROADWAYS. 5. FOOTCANDLE LEVELS SHOWN ARE MAINTAINED. M m MAINTENANCE FACTOR USED ON THIS DRAWING IS 75 00 UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES O ® ® V Performance Designed Lighting Products 1085 Johnson Dr„ Buffalo Grove, Illinois 60089 1-800-544-4848 NOTES, SCALE 1 u = 20' 0" DATE NEXT ASSEMBLY REF, DRWGS, DRAWN BY M J W 4/29/13 t 2 (if a J CHECKED BY O P❑INT-BY-P❑INT FOOTCANDLE PLOT FOR - MCDONALD'S - UNIVERSITY BLVD & YELLOWSTONE HWY REXBURG, ID APPROVED BY �n Ln APPROVED BY 0 FINISH APPROVED BY SHOP ORDER MATERIAL DRAWING NUMBER 1 P C P2 7 0 8 9 B CLL O PROJECT ND. 0 0 Know what's below. 0111 before you di 5. W .Q C --1 00 2: 0 0 M M Q 7 p N \ NN I --- O t 2 (if a J Ln N 0. N O Ln O H LL �n Ln 0 UU®~ Co (LJ) W O a 4-1 00 CLL O LU M O 00 :3 -1 ,Lr) ,--1 4-J W +--1 In CO > 0 M m V OZa� 00 z N U) a Q ac M o Q J x WW Cc O� � L.1. .No w w .> D D_ z D C-3.7 a°c 0 0 J J Q Q in o_ o_ 0 N O O Z N 5. W .Q C --1 00 2: 0 0 M M Q 7 p N \ NN I --- O t 2 (if a ? �o a- Ln N 0. N O Ln 5. W .Q C --1 00 2: 0 0 M M � LL] z Ln Ln U W H LL �n Ln --1 00 2: 0 0 io z Ln Ln U W H LL �n Ln 0 UU®~ Co (LJ) W O a�� 4-1 00 CLL O LU M O 00 :3 -1 ,Lr) ,--1 4-J W +--1 In CO W �n Z O UU®~ Co (LJ) W O O CLL O O 00 W > 0 V OZa� 00 z ~ a Q ac M Q J x WW Cc VM, L.1. z D C-3.7