HomeMy WebLinkAboutEngineered Plan - 19991/8* TO 1/2-
WASHED STONE LEGEND: 4' CAST IRON PIPE
Q7f VENT EXISTING SPOT ELEVATION 00,0
(OR EQUAL) MINIMUM L NOT REQUIRED EXISTING CONTOUR----00----
PITCH 1/4' PER FT. _z 1 CU. FC OF FINAL SPOT ELEVATION 00.0
CONCRETE FINAL CONTOUR 00
SOIL TEST LOCATION
FLOW UNE at p, ANCHOR UTILITY POLE -0-
ELEV. >_ f A 10' liplTOWN WATER —WSW
MIN. 2'0' u ° . O O G'
.OG(`.
®"\
GV. € CATCH BASIN
j.LEYLL O 10„ELEV. GAS UNE CELEV. GAS �V, 6 SUMP ELEV. CLEAN OUT
BAFFLE I
CESSPOOL C.P.0
DISTRIBUTION ELEV. _
LIQUID OUTLET DEPTH TEE BOX 7 HIGH CAPASGroNE1NN GATORS WITH I�
(TO BE PLACED ON FIRM BASE)
4 FEET 14 INCHES TO BE WATER TESTED } r
BENCHMARK
SOIL TEST
TOP OF FOUNDATION
20 FT. MINIMUM FROM CELLAR
DATE OF SOIL TEST lGl 1 `7
ELEV. = jC
10 FT. MINIMUM
10 Ff. MINIMUM FROM SLAB OR CRAWL SPACE
CLEAN SAND
SOIL TEST DONE BY SWEETSER ENGINEERING
(ASSUMED)
COTE
CONCRETE
WITNESSED BY ��`��9
COVERS
4 SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8' PER FT.
LOAM AND SEED
2' LAYER OF
OBSERVATION HOLE ;. I ELEV 3
PERCOLATION RATE �� MIN./INCH AT: INCHES
1/8* TO 1/2-
WASHED STONE LEGEND: 4' CAST IRON PIPE
Q7f VENT EXISTING SPOT ELEVATION 00,0
(OR EQUAL) MINIMUM L NOT REQUIRED EXISTING CONTOUR----00----
PITCH 1/4' PER FT. _z 1 CU. FC OF FINAL SPOT ELEVATION 00.0
CONCRETE FINAL CONTOUR 00
SOIL TEST LOCATION
FLOW UNE at p, ANCHOR UTILITY POLE -0-
ELEV. >_ f A 10' liplTOWN WATER —WSW
MIN. 2'0' u ° . O O G'
.OG(`.
®"\
GV. € CATCH BASIN
j.LEYLL O 10„ELEV. GAS UNE CELEV. GAS �V, 6 SUMP ELEV. CLEAN OUT
BAFFLE I
CESSPOOL C.P.0
DISTRIBUTION ELEV. _
LIQUID OUTLET DEPTH TEE BOX 7 HIGH CAPASGroNE1NN GATORS WITH I�
(TO BE PLACED ON FIRM BASE)
4 FEET 14 INCHES TO BE WATER TESTED } r