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FLOOD CERTlF1CATlON.~ THE SUBJECT PROPERTY IS LOCATED IN A SPECIAL SITE ~ s.; ~ ..~;f ~ ~s;~.
FL000 HAZARD AREA AS SCALED FROM MAPS FURNISHED BY HUD/FIRM, NCSR 1400 ~ O . Y 0 Y OLD POST OFFICE RD d .~'d i 0 ~ s ~
DATED JULY 16, 1'81. SUBJECT TO VERIFICATION BY DETAILED FLOOD M c..N,..•• P,.~ ~
MAP STUDY. SEE G'OMMUNITY PANEL ,y 370195-0150-8. ~ ~ G~ rat6e66eiN~
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. ~ I' / / / / ~ / I LINE DISTURBED STREAM BANK WITH
/ NAG P-300 OR EOUAL
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\ V //V~ ~ / ~ wW ad GENERAL NOTES z z
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8. 1, IRON PIPES AT ALL CORNERS UNLESS OTHERWISE NOTED, ~ a ~ V 1 d
~V\~VA~AA~AA~~A/~/ 4, / CLASS "I" RIP-RAP AROUND 7 IN BETWEEN ~ a 2 CURRENT ZONING ? ~ ~ U
~ FLARED END SECTIONS TO 12" ABOVE r'~ ~x 3 LAND USE.' VACANT ~ z
~ ~ ~ THE TOP OF THE PIPES N Mai ~ ~ ~ ~ ~ ~ 4, TAX MAP REFERENCES• MAP BLOCK LOT , O O
O O w
I 5, TOTAL NUMBER OF LOTS 1 ~ F Z F-~ W
0 1, PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, 6. TOTAL AREA = 26.198f ACRES H U
FERTILIZER, AND SEED, ~ ~ d 7, PRECISION 1: 20, 000 ~ z
N 2, BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING IHE BLANKET IN A 6" DEEP X 6" WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. W a 8, SURVEY & TOPOGRAPHIC INFORMATION BY,' Q W
a 3, ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL ~ ~ a~ N 4, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP, USE A °1 CO o ~ ALLEN M/ZE SURVEYING ~ _1
" \ DOUBLE ROW OF STAGGERED STAPLES 4 APART TO SECURE BLANKETS. rQ Q o ~ LEXINGTON, NC 27295 W E . ,
w T T P F 1 LOPES MUST BE ANCHORED G G F 5, FULL LENGTH EDGF OF BLANKETS A 0 0 SDE S m PHONE [phone] di
~ IN 6" DEEP X 6" YNDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER ~ ~ r ~ LINE DISTURBED CREEK BANK i STAPLING 6 6 ALLEN MIZE SURVEYING O
6, BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET \ / WIlH NAG P-300 w
~ AND STAPLED (2" FOR C350 MATTING). LINE DISTURBED CREEK BANK \ / w 7. IN NIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT lS RECOMMENDED \ H
~ AT 30 TO 40 FOOT INTERVALS. USf A ROW OF STAPLES 4" APART OVER ENTIRE WITH NAG P-300 \ / m WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE F1RST ROW IN A =III \ /
STAGGERED PATTERN, ~ ~ = ~ _ _ - - - -
n 8, THE TERMINAL END OF THE BLANKETS MUST 8E ANCHORED IN A 6" DEEP X 6" W10E - ~ =III= ~=III=III=III=III=III= j TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. III=III=III=~ =III= ~ = -
-III=III=III- - - EXISTING CREEK BANKS _
i FLARED END SECTIONS
NORTH AMERICAN GREEN N M
~>?a pF.,,~ ~~a, ~ OWNER; s~~r No.
TEMPOXAXY UI1"G'ti L1IVSNG DETAIL @ ENDS OF 60" RCP CULVERTS vnru rnv vvri~~
30 15 0 30 60 STEVE THA YER 710 E. GREEN DRIVE
INSTALLATION GUIDE At TS HIGH POINT, NC 27260
N. T. S. I" = 30 FEET PHONE- [phone]
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