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HomeMy WebLinkAbout04110003.3'--NEENAH R -2561 OR EQUAL PLAN VIEW NEENAH R -2561 OR EQUAL T.C. ELEV. , �-- CONC. WALLS ➢ #2 STONE , P I�, U) 24-SQUARE INLETB I�I > VAR. PIPE SIZE 18" MAX. 8w 4' -0' SO. CONC. BASE --I (1) LINE 0.116' PIPE MESH W.W.F. ELEVATION PAVED AREA INLET (NO SCALE) POST 690 DESMAW BY.- o X 4' DIA .00 OR DRH fro 31, 2004 1.33 LBS FOOT STEEL _ STORM SEWER grass 10' MAX. SPACING I _ 889— 47 WIRE ENCE 14 GAGE (MIN) -6' MESH F2 -- — - - - - - -- 889 -- - -- — - - - - -'� SPACING [MA)} FASTENED INV= =888.0 B E WIRES, ORAAHOG 1?INGS I 5' SIDE YARD O irN R8 , 4 0• — FILTER FABRIC ALONG I - - I C c LENGTH (NO JOINTS) ��• S7`APLE R W /RE TO FENCE 4'X4' TRENCH TO I BE BACKFILLED AND COMPACTED DOWN - UPSLOPE SLOPE �II�II�II�II� � l�lt�l �_IIi�II�II�II_ ilia � �ZEE! IITII�1�1�1 1�i I� SIL T FENCE SECTION (NO SCALE) EROSION CONTROL LEGEND QA Install erosion netting on all disturbed areas not to be immediately paved. ® Install seeding per Seeding Chart on al/ areas not to be immediately paved. © Install silt fencing along the lower edge of all disturbed areas not to be immediately paved. n X , `L' r' e3ge o concreFee- ' � I — lot X �— 1104090013 TAC (conc.) b ao•� Y�- X (cone.) I i i Son MH Itc el 891.24 Ex. Office /Whorehouse it j � I II I co SEQUENCE OF CONSTRUCTION OPERATIONS - EROSION PREVENTION STEP #1 a. INSTALL SILT FENCE PRIOR TO ANY EARTH MOVING ACTIVITY STEP #2 a. INSTALL PROPOSED INFRASTRUCTURE STEP #3 a. CONSTRUCT PROPOSED DRIVEWAY STABILIZATION JAN. FEB. MAR. APR. MAY ,ALINE JULY AUG. SEPT. OCT. NOV. DEC. STEP #4 PRACTICE a. REMOVE EROSION CONTROL ITEMS. PERMANENT A SEEDING EROSION CONTROL MAINTENANCE DORMANT B SEEDING EROSION CONTROL BLANKET TEMPORARY C D 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. SEEDING E v///A////* 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED F THE AREA, AND RE -LAY AND STAPLE THE BLANKET. SODDING 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. MULCHING G PERMANENT SEEDING A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE,• PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. 1. INSPECT PERIODICALLY, ESPECIALLY AFTER STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. B = KENTUCKY BLUEGRASS 60 LBS /ACRE.• CREEPING RED FESCUE 60 LBS /ACRE; 2. PLAN TO ADD FERTILIZER THE FOLLOWING GROWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE C = SPRING OATS 3 BUSHEL /ACRE. 3. REPAIR DAMAGED, BARE, OR SPARSE AREAS BY FILLING ANY GULLIES, RE- FERTILIZING, OVER- OR RE- SEEDING, D = WHEAT OR RYE 2 BUSHEL /ACRE. AND MULCHING. E = ANNUAL RYEGRASS 40 LBS /ACRE. F =SOD SIL T FENCE G = STRAW MULCH 2 TONS /ACRE. 1. INSPECT THE SILT FENCE /EROSION BERM PERIODICALLY AND AFTER EACH STORM EVENT. s /l /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEP7EMBER 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS *NO SHALL ONLY RIGHT -Y BE MIXTURE SHALL RE SEEDED OR SODDED, AND 'A' OR -B-, DEPENDING ON TIME OF YEAR CAUSING THE FABRIC TO BULGE. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, SEASONAL SOIL PROTECTION CHART BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. (NO SCALE) DATE I REVISIONS 10125104 1 REV. PER TA COMMENTS DATE REVISIONS DRAWN W. 690 DESMAW BY.- o X (grass) DRH fro 31, 2004 WATER METER _ STORM SEWER grass TREE /SHRUB LINE _ 889— 47 — 889 — PIPE END EC. F2 -- — - - - - - -- 889 -- - -- — - - - - -'� -- INV= =888.0 i in 5' SIDE YARD O irN R8 , 4 0• — - - I -- ,� ��• 88 52'46 "E - 466.23' X YARD---- -- -Q`a -- �4' X f — � - A B -- EX PIPE REMOVED �� ` � �_ -- -- BY 89 0 BELL -HORN PROD. �P ----- ----`8 9 O X �— 1104090013 TAC (conc.) b ao•� Y�- X (cone.) I i i Son MH Itc el 891.24 Ex. Office /Whorehouse it j � I II I co SEQUENCE OF CONSTRUCTION OPERATIONS - EROSION PREVENTION STEP #1 a. INSTALL SILT FENCE PRIOR TO ANY EARTH MOVING ACTIVITY STEP #2 a. INSTALL PROPOSED INFRASTRUCTURE STEP #3 a. CONSTRUCT PROPOSED DRIVEWAY STABILIZATION JAN. FEB. MAR. APR. MAY ,ALINE JULY AUG. SEPT. OCT. NOV. DEC. STEP #4 PRACTICE a. REMOVE EROSION CONTROL ITEMS. PERMANENT A SEEDING EROSION CONTROL MAINTENANCE DORMANT B SEEDING EROSION CONTROL BLANKET TEMPORARY C D 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. SEEDING E v///A////* 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED F THE AREA, AND RE -LAY AND STAPLE THE BLANKET. SODDING 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. MULCHING G PERMANENT SEEDING A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE,• PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. 1. INSPECT PERIODICALLY, ESPECIALLY AFTER STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. B = KENTUCKY BLUEGRASS 60 LBS /ACRE.• CREEPING RED FESCUE 60 LBS /ACRE; 2. PLAN TO ADD FERTILIZER THE FOLLOWING GROWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE C = SPRING OATS 3 BUSHEL /ACRE. 3. REPAIR DAMAGED, BARE, OR SPARSE AREAS BY FILLING ANY GULLIES, RE- FERTILIZING, OVER- OR RE- SEEDING, D = WHEAT OR RYE 2 BUSHEL /ACRE. AND MULCHING. E = ANNUAL RYEGRASS 40 LBS /ACRE. F =SOD SIL T FENCE G = STRAW MULCH 2 TONS /ACRE. 1. INSPECT THE SILT FENCE /EROSION BERM PERIODICALLY AND AFTER EACH STORM EVENT. s /l /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEP7EMBER 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS *NO SHALL ONLY RIGHT -Y BE MIXTURE SHALL RE SEEDED OR SODDED, AND 'A' OR -B-, DEPENDING ON TIME OF YEAR CAUSING THE FABRIC TO BULGE. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, SEASONAL SOIL PROTECTION CHART BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. (NO SCALE) DATE I REVISIONS 10125104 1 REV. PER TA COMMENTS DATE REVISIONS DRAWN W. KAM DESMAW BY.- MAS CHECM B' DRH DA7F October 31, 2004 to -?r LOT 1, BLOCK 1 OAKFIELD DEVELOPMENT II, LLC X. I' (cone.) Grate Inlet i I tc el 890.01 C II �I I i !I� �Strm MH tc el 890.57 I I ! II � IIt III BI OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE D d(MIN.) 27" & SMALLER 6 30" TO 60" 6 66" & LARGER 6 NOTE: ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE p14ES /GHT 7G/NEER //VG Er��ir�eers Consu /tarts /ndianapo/ls, Indlane �9 �P ( 890.97 a I X I� I I ( I� I I —890. X ?OP. EHI VE INLET T. L. 888.5 INV. EL. 87.15 ® 0.39' 890'!92 I I I z � I (grass) 1 I o� 891.1 4 -P x. I I I I 3 � PR CONC. �DRIVIE O I p O 0C X 00 o A B t \ -- I`488°52'46'tV - 204.97' A B \ I 1 7C PI �EINV 1 7 0 X`. 90.0 �1 (grass) GRA AREA X TO DR IN S W. V1 i fo X r� I , I ?X� c �I 15 "FRONT YA I 1 ro�� U. & I.E. ESMT 45' U & D.E.,SMT X J) t I '� I1 �' 40' In ess E re s Easement 40' In ress E ress Ea ement X U a 019 Q r✓i I 0 � 9 .. I r) ; 1 (detention area) + ', N z H I ! o i 1r $9fl.67 O f i imnl 890.6 J5 C` (grass) I { &—o X C ° { X v l X 1 Ivl o� 1 1.25 Bc+ 12" (MIN.) I BACKFILL WITH CLEAN GRANULAR MATERIAL AS REWO BY INDIANAPOLIS DEP7 OF TRANSPORTATION STANDARDS "B" BORROW OR EQU IV. GRANULAR MATERIAL STANDARD PROCTOR DENSITY CCLASSSI GR • • PIPE BEDDING DETAIL (NO SCALE) STAPLE PATTERN 'D' 3 -112 staple per sq.yd. using 6 -inch, 11 ga. wire V'stop/es. 8 -inch staple and longer may be used for loose soils. 9 ga. staples may be necessary in hard or rocky soils. MATERIAL: Either an organic (straw, excelsior, woven paper, coconut, fiber, etc.) or a synthetic mulch incorporated into a polypropylene or similar netting material. It may be biodegradable, photode- grodab /e or permanent. OAKFIELD DEVELOPMENT ll, LLC MAYFLOWER PARK CARMEL, IN �-2 X XX 2' 0 "--� X X X 1 6.5' EROSION NETTING /SLOPE STABILIZATION EROSION CONTROL BLANKET (NO SCALE) i i 20 0 10 20 40 Scale: I"= 20' EXISTING LEGEND GRATE INLET O SANITARY MANHOLE FIEHYDRANT ® WATER METER _ STORM SEWER r 1 v r TREE /SHRUB LINE SOIL BORING HOLE /BENCH MARK p REBAR F2 MONUMENT +" CONCRETE ,,W.W.F. 6x6 6/6 9: 9 �• •� :•:•i % ;•per ' 4' - #53 STONE COMPACTED GRANULAR SUBGRADE s8"FOR PAVEMENT & APRONS •6"DUMPSTER PAD (optional) C___ N�RE7E PA VEMENT DETAIL Note: The locations of existing underground utilities shown on this plan are based on above ground evidence only, including, but not limited to, manholes, meters, values, and marks made by others. DRIVEWAY PLAN (NO SCALE) PROJECT LD. MISC04C SCALE.- 1'= 20' �\0111111//i// � a,0 R. Ht1►,oy i No. 900103 = STAIE OF ��� '•INDIAN *•''• • ��� SHEEP NO. C102