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HomeMy WebLinkAboutSW7080719_APPROVED PLANS_20081118STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SwI4671 I DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD Vl Z O W w cr 0— � I I ' WET co II Ij l - I ALL WORK WITHIN US /7 RIGHT OF WAY �w I II IS FOR INFORMATIONAL PURPOSES ONLY AND WILL BE CONSTRUCTED BY OTHERS SE I I Ii NOTE: NO WETLANDS ARE LOCATED WITHIN THE LIMITS OF CONSTRUCTION II LIMITS OF CONSTRUCTION u I 48" PLUG INV. 4.28 ; III I �I I I'' I11; 90 LF DM, q 48" RCP Lo UI r ij'I j\4 II IIi ll � I I ill j 'I I 111 I I Of' 4 1 �I -01-4 i i I — w III II\ I' WWI I ' I I I I II Q LJ II 1� I ! ^ V \ ,� II I II i j l I� I I I I I� it ! i II � I j II I I t w I co L-J� III >-� r� __ I Lr uw 9�q w I U11 II DETENTION POND EI ELEV. 3.3' POND SECTION (CC') NTS F' ELEV. -57 l l I11l 11 .11li(/V1 1. 111I RIP RAP UNDERLAIN WITH FILTER FABRIC o 0 o 0 '! EDGE OF EXISTING i 16" APPROXIMATE ROADWAY PAVEMENT I8"OUTLET PIPE INVERT 4' PROJECT REFERENCE NO. SHEET NO. R-3403AA 3 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER N ,,, ft,a Oeep�le C CONSTRUCTION ENTRANCE •=1 J' 6" LAYER OF COURSE AGGREGATE OVER 50 �'► =..`ti...hEFQ . I2'LAYER OF STONE BASE COURSE 0 /00 20' I o o o s o POND CONTROL STRUCTURE °8000000 NTS VARIES 86,086,08 FIBERGLASS SKIMMER PER PLAN 00 0000 0 0 TOP 8.25 6" STD. 840.16 FRAME AND GRATE 00 0 00 00 BOTTOM 6.80 0 o o g a l0' TOP ELEV. 7.6' 0000000 IO' WEIR ELEV 73' BE WETLAND LINE VEGETATIVE SEEDING SCOUR HOLE AFTER COMPLETION OF GRADING ACTIVITIES AND THE CONSTRUCTION OF SWALES,ALL EXPOSED AREAS SHALL SEEDED TO THE FOLLOWING SPECIFICATIONS VEGETATED SHELF PLANTING LIST STD. 840J4 CONC. DROP INLET I INV. 24 / SEED BED LIME 1-112 TON PER ACRE FERTILIZER VZ- TON PER ACRE 15p SEED l U RYE GRAIN 50 LBS PER ACRE TALL FESCUE l00 LBS PER ACRE STONE BERM MAY THROUGH AUGUST: I V' CENTIPEDE 5 LBS PER ACRE PROCEDURE STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE APPROXIMATELY 757 COVERAGE OF THE SEEDED 69 LF AREA THE STRAW AND SOWN SEED WILL BE LIGHTLY 50" RCP D/SCED INTO THE BED TO GIVE /T FURTHER RES/STENCE TO BLOWING AND WASHING. THE CONTRACTOR SHALL _ GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE CONSTRUCTION ENTRANCE DISTURBED AREA /F NECESSARY THE CONTRACTOR WILL ° \, MANHOLE WET DOWN THE AREAS TO ASSIST /N SEED GERMINATION &LIMITS OF CONSTRUCTION I TOP EL. 9.3 OR AID /N GROWTH IN TIMES OF EXCESSIVELY DRY ! INV. EL. 4.0 (N) WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF GRASS /S AT LIMITS OF CONSTRUCTION I INV. EL. 2.0 (SE) LEAST FOUR INCHES HIGH AND HAS ACHEIVED AT LEAST 957 COVERAGE OF DISTURBED AREAS. RESEEDING WILL INSTALL SILT FENCE BE REQUIRED AS NECESSARY BY THE CONTRACTOR TO AT LIMITS RESTORE AREA OBTAIN THE SPECIFIED STAND OF GRASS. IW 1 TO MATCH NOTE EXIST. GRADES PROVIDE A GROUNDCOVER ( TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 2/ CALENDAR DAYS FOLLOWING 278 LF V 1 242 LF COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT 30" RCP GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN /5 WORKING 48^ 70Cp @ O.OX DAYS OR 90 CALENDAR DAYS (WHICHEVER /S SHORTER) FOLLOWING INV.0.50 1 MANHOLE COMPLETION OF CONSTRUCTION OR DEVELOPMENT. TOP EL. 9.3 \ INV. EL. 4.0 (E) 1 v INV. EL. 2.0 (NW) W CONSTRUCTION ENTRANCE 1 58 LF & L/M/TS OF CONST N �� 30" RCP I i STONE BERM i i it MANHOLE P EL. 9.3 /W. EL. 4.0 C T ROL ST UC SE DETAIL THIS S 0 APPROXIMATE WETLAND UNE 2/l LF 30" RCP MANHOLE TOP EL. 9.3 INV. EL. 4.0 I 29 LF 30" RCP g 0.0% INV. 4.00 A' 'I SCIENTIFIC NAME COMMON NAME SIZE IRIS VIRGIN/CA BLUE FLAG IRIS LARGE PLUG PELTANDRA VIRGIN/CA ARROW ARUM LARGE PLUG SAG/TTAR/A LANC/FOLIA BULLTONGUE LARGE PLUG SAG/TTAR/A LAT/FOL/A DUCK POTATO LARGE PLUG SPARGANIUM AMERICANUM BUR-REOD LARGE PLUG Z/ZANIOPSIS M/L/ACEA WATER MILLET LARGE PLUG PROVIDE A MINIMUM OF 3 OF THE ABOVE LISTED SPECIES /N EQUAL NUMBERS. INSTALL PLANTS AT 48 "OC IN ALL DIRECTIONS. DISTRIBUTE SPECIES EVENLY. ELEV. 4' THICK .NCDOT CLAS RIP RAP UNDERLAIN WITH FILTER FABRIC COUR HOLE DETAIL 2' 6' 3' POND SECTION (A'A' & BIB') NTS 5' 6' 10' /AREES VARIES VARIES /O' 6' 5' MIN. 32' IJ 4'/ /0:/ WATER SURFACET ELEV. 7.3' BED ELEV. -5.7' FOR SECTION CA' 3.3' FOR SECTION BB' . SEDIMENT CONTROL STONE 48" PIPE A' LOW STRUCTURAL STONE I MIN. I EXISTING STONE BERM DETAIL ITS POND BED ELEV 3.3' TOP ELEV. 4.5' ---\ PLAN NOTE: ELEVATIONS ON THIS SHEET ARE BASED ON NGVD 29. 2' MIN. SECTION A -A SET FLUSH WITH EXIST. GRADE 3� GROUND 4:1 =iI1-1Ii 10:1 ELEV. 9.3' ELEV. 7.8' ELEV. 6.8' VEGETATED SHELF TO BE PLANTED PER NCDWQ STANDARDS tVVcrre � er I a ; '90 w -(t 807� 5 �"-ICJCS11tl'n 01 JCGVY' �01�. u —WASHED STONE L6"�r"'�1 � � `F � co•fv�� "n � (� � t FLOW y 48" PIPE MAX. INVERT ELEV.0.5' r s �T Y J � i m� 1 sr� o' 41 X,CQ h�" '��*• 416/. 00 6 ?�z„'`9 4(45 Ld 24 • J 49 f •.. 495}:.'?2 L73 L14 � 4�g - X ".-...422"Y _ #*r. `,-+•,%1' Jj A 2427 0 t 6 M mr. 4b . «mot B-1IS - r /v , �. B-15 , - y > S. �St VV�-F 46360 494 9V aw •-.:5.. 1 Ilk _ A 'TSZ f . v r s )4485 � �4,97s a�uX s � - r �9 ACT ssB51%1'X B-8 Ts 4f u �p +.• r,- d X. "+y , , 815F 450`�`%p z ) 41' -1 6'c,Q r q for _` F4 F zt w. I T G61�. `\ �,;•`t' P \ 'tE rib '�e' i, `i��, aG'.B-4 1 \ `S 010161 'emu' A4 r, 14, SHeP TITLE: PROJEPTT E' \4`'� ,.1� ' ``'' }% -^• i' g.n .n g r1Ag8Gf. W Z SOILS EVALUATION FOR STORMWATER DEVICE ,)jiRSORS t E' 1 EVELOP,MI6iV7, Soil & Environment ulta tts, 4 \ 11010 Rave Ridge Road • Raleigh, Moth Carolina 27614 P'e; 9N)84&5900 " Fw (919) W-9463•. a __ c`xO