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700 I 700 g
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RIM=695.38 =686.95
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30 INV OUT E =685.95 10/20/2021 JOB No. 0
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— ( ORQINARY HIGH WATER (TYP.) PAMELA B SWIERINGA / \l / ITHACA, NEW YORK 14850 0
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J PETER H PATRICK & / / I \ \ 519 CAYUGA HEIGHTS ROAD \ \ /
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36 INV=676.33 STORM PLAN Z
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10/20/2021 0
665 665 SCALE: E18-66
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Diversion 7A PROFILE DATE: JOB No. cn
SCALE: 1 "=10' HORIZ 10/20/2021 0
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SCALE H:1"=10' V:1"=3' DAH <
HEAVY DUTY CAST IRON FRAME AND GRATE,
HEAVY DUTY CAST IRON FRAME AND COVER, 1" EAST JORDAN IRON WORKS PATTERN NO. PAVEMENT GRADE REMAINDER OF BACKFILL: 0
EAST JORDAN IRON WORKS PATTERN N0. 1203A 5115M2 OR V5636 1. UNDER PAVEMENTS - STRUCTURAL FILL COMPACTED INT T_
RIM ELEVATION AS i MAX. 8" LIFTS TO SUBGRADE OF PAVEMENT SECTION w
2. UNDER LAWN AND OTHER IMPROVED AREAS - GENERAL FILLLSHOWN ON DRAWINGS ADJUST TO GRADE WITH PRECAST COMPACTED IN MAX. 12" LIFTS TO SUBGRADE OF TOPSOIL F �
ADJUST TO GRADE WITH PRECAST CONCRETE GRADE RINGS w
MORTAR CONCRETE GRADE RINGS 77 m
T.G. MILLER, P.C. W
24"- PRECAST REINFORCED CONCRETE 2'x2' SQUARE OR a
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3'X3' SQUARE 605 WEST STATE STREET, SUITE A
MANHOLE SECTIONS (A.S.T.M. PRECAST CONCRETE z
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C-478). STRUCTURE (A.S.T.M. C-478). 0
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MANHOLE STEPS ® 12" O.C. "0" RING RUBBER GASKET FOR PVC AND HDPE - BEDDING O
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PLASTIC, STEEL REINFORCED t GROUT JOINTS INSIDE AND PIPE DIA. AS SHOWN ABOVE PIPE
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GROUT ONLY IF 0-RINGS z
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I ( REFER TO GROUT AROUND PIPES AT °0 °O O° D I#1 (2'X2') 899917.13 843854.33 686.50 683.50 Q
DRAWINGS FOR OPENINGS, INSIDE AND OUT o 0 0 0 o z
VARIES PIPE INVERT a °0 °O 0° 0° BEDDING STONE FROM 6" DI#2 (3'X3') 899821.37 843892.57 686.04 680.85 680.85 Z o
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INVERT ELEVATION AS SHOWN ON 12' MIN. 0 0 0 0 0 ° 0 - �� w
DRAWINGS. GROUT AROUND PIPE o ° 0 ° o - D I#3 (3'X3') 899759.05 843916.44 686.67 680.19 680.19 p
INSIDE AND OUT 6" d v 12" MIN. BOTH SIDES o 0 0 N af
0 °0 0 0 0 0° 0 o 0 o a 6" MIN. StMH#1 (5' DIA.) 902642.15 842948.80 721.42 715.23 715.10 �� o
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StMH#2 (5' z
° 0 o °°° o 0 0 ° o o ° ° o ° o °o 902558.09 842963.73 721.89 713.75 713.68
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RUBBER GASKETS OR BUTYL SEALANT AT JOINTS. IN SOIL IN ROCK
GROUT JOINTS INSIDE AND OUT WITH NON-SHRINK GROUT ONLY IF O-RINGS StMH#3 (6' DIA.) 901598.68 843217.15 696.60 689.19 689.19 w
ARE USED. BACKFILL WITH STRUCTURAL FILL UNDER PAVEMENTS. F
StMH#4 (6' DIA.) 901468.79 843279.74 693.59 685.81 684.00 o
STORMMANHOLE 2 DRAINAGE INLET 3 TRENCH StMH#5 (5' DIA.) 901218.81 843411.74 695.38 690.69 686.99 �1 w
NOT TO SCALE NOT TO SCALE NOT TO SCALE 1�1 V)
StMHIN6�CURB 901212.61 843402.13 694.88 686.95 686.93 �� N y w
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12-18" STONE StMH#7 (CURB pq O Q
HEIGHT AS NEEDED TOP OF WALL ELEVATION
901052.35 843494.89 694.76 686.01 685.95
AS SHOWN ON PLANS INLET) m
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StMH#8 (4' DIA.) 900299.91 843776.41 690.21 686.00 686.00
INFILL VOIDS BETWEEN DRY LAID NATURAL LIMESTONE a
STONE AND STORM PIPING QUARRY BLOCK, APPROXIMATELY 2" OFFSET BETWEEN o
WITH 4,000 PSI CONCRETEA I 18"-36"L X 24"-36"W X 12"-18"H QUARRY BLOCK LIFTS 4" TOPSOIL LAYER StMH#9 (5' DIA.) 900003.63 843830.59 688.70 683.05 682.97 � w Z U
- - - - - - - - - - - SEED AND MULCH 0
0
StMH#10 (5' 682.25
B STONE WINGWALLS B DIA.-DIVERSION 899930.01 843855.83 687.88 683.24 679.49 N <
STORM PIPING AS {moo , �' STRUCTURE)
SHOWN ON PLANS Z o
- o°° 3" PEA GRAVEL a
- \ _ STONE LAYERIL StMH#1 1 (5' DIA.) 899645.94 843959.65 686.34 68�:�� 676.83 0. cn
StMH#12 (6' 898982.08 844242.46 686.40 677.86 675.16 ~ z
BACKFILL WITH A A DIA.-OPEN GRATE) '�n: 0
- BEDDING STONE A
StMH#13 (5' DIA.) 898752.12 844344.89 684.94 679.67 676.84 0 o
W �
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*RIM ELEVATION TO BE RAISED AS NEEDED DURING INSTALLATION OF FUTURE SIDEWALK O �
STORM PIPING AS Q cn
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12" MAX. STONE HEADWALL
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DATE: JOB No. cn
10/20/2021 0
SCALE: E18-66
AS SHOWN
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DRAWN BY: SHEET
9 DETAIL o D E TAIL D E TAIL 2 D E TAIL CHECKED: z
A C301
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE DAH