HomeMy WebLinkAboutC9.5 EROSION AND SEDIMENT CONTROL DETAILS ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING
GENERAL NOTES
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I. AGGORDIN6 TO THE EPA "CONSTRUCTION GENERAL PERMIT" A NOTIGE OF INTENT (NOI) WILL BE oo°° 5S �gSTZ
REQUIRED BEGAU5E THIS DEVELOPMENT "IS PART OF A LARGER COMMON PLAN OF
DEVELOPMENT OR SALE THAT WILL ULTIMATELY DISTURB EQUAL TO OR GREATER THAN ONE (1) o
ACRE ...". A NOTICE OF INTENT (NOI) MUST BE FILED BY BOTH THE OWNER AND THE GONTRAGTOR. oF- �o
2. REFERENCE THE AGGOMPANYIN6 STORM WATER POLLUTION PREVENTION PLAN FOR FURTHER o LA- 6536 cwg o
REQUIREMENTS. °0 8/OS/2025 o°
3. ALL BMP5 SHALL CONFORM TO THE STATE OF IDAHO CATALO6 OF STORM WATER BEST
MANAGEMENT PRACTICES MANUAL. °OOO° NDSCA�oo° o
4. CONTRACTOR SHALL HAVE PLANS AT WORKSITE STAMPED "APPROVED FOR GONSTRUGTION" BY POST 516N °OO00000000p°0
THE C 1 TY OF BO 1 SE PUBLIC WORKS DEPARTMENT AND ADA GOUNTY PUBLIC WORKS DEPARTMENT. CONCRETE NEAR BA51 N
5. ANY GHAN6E FROM THE PLANS SHALL BE APPROVED BY THE DE516NER AND THE 6OVERNIN6 WASHOUT °
AQENGIES AS APPLICABLE.
L 6. CONTRACTOR SHALL CONTACT DI6LINE 48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585
-7. ALL GON5TRUGTION IN THE RIGHT-OF-WAY SHALL CONFORM TO THE 2010 EDITION OF THE ISPWG o E (+� o
AND THE AGHD SUPPLEMENTAL 5PEGIFIGATIONS. NO EXGEPTION5 TO DISTRICT POLICY, o ina)
STANDARDS, AND THE ISPWG WILL BE ALLOWED UNLESS 5PEGIFIGALLY AND PREVIOUSLY S\ Vq c N co
APPROVED IN WRITING BY THE DI5TRIGT. 0 REFS
8. SEE GRADING AND DRAINAGE PLANS FOR SUPPLEMENTAL INFORMATION. �TYp m ODO n z
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a. THIS DRAWING HAS BEEN PREPARED BASED UPON INFORMATION PROVIDED, IN PART BY OTHERS. SEDIMENT, ORGANIC MATTER, AND J a) "' o o°' ` o `r.° N s
WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, BREGKON LAND DESIGN, ING. CANNOT _ QD (a o d ) � 0
ASSURE ITS AGGURAGY AND THUS IS NOT RESPONSIBLE FOR THE AGGURAGY OF THIS DRAWING - NATIVE SEEDS ARE CAPTURED BEHIND a J) o r-° a ao N `o v o
OR FOR ANY ERRORS OR OMISSIONS WHIGH MAY HAVE BEEN INCORPORATE INTO IT AS A THE WATTLES. w .o CL m� 3 0 z Q
RESULT. BREGKON LAND DESIGN, ING. ASSUMES NO LIABILITY FOR ANY MISINFORMATION. =IIIII v �w` cD� _J 3 L w cy ED _E 0
10. ALL BASE ESG MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL = -III 3 LL a co CD Lu
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K EROSION & SEDIMENTATION CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL IIIII-IIIII=IIIII - • • -
IN5PEGTION, PRIOR TO GOMMENGEMENT OF GONSTRUGTION ACTIVITIES. -IIIII=IIIII=IIIII- / 6 0
11. GONSTRUGTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF GONSTRUGTION AND -IIIII=IIIII=IIIII= 0 T i� o
CONTROL NOTES MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INGLUDIN6, BUT NOT -IIIII_IIIII=IIIII= 0 �2 Lu
LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED -IIIII-IIIII-IIIII
AREAS ARE KEPT GLEAN FOR THE DURATION OF THE PROJECT. = III=IIIII \0 w_ ,
1. ALL AGGE55 POINTS FROM THE SITE TO PUBLIC, DEVELOPED ROADS SHALL BE 12. RUN-ON AND RUN-OFF GONTROL5 SHALL BE IN PLACE AND FUNGTIONINQ PRIOR TO BEGINNING -IIIII IIIII=IIIII=IIIII-
STAB I L I ZED AS PER BMP #40, SEE DETAIL. SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES I NGLUDE; -IIIII=IIIII=IIIII= > 0j yP 1
2. SILT FENCES SHALL BE INSTALLED WHERE NEEDED, SEE DETAIL (BMP#25). SLOPE DRAINS (WITH OUTLET PROTECTION), GHEGK DAMS, SURFACE ROU6HENIN6, AND BANK -IIIII=IIIII= IIIII �� °
3. ALL DRAIN INLET SHALL BE PROTECTED, SEE THE INLET PROTECTION DETAIL STABILIZATION. _ _ _ / �0
FOR INSTALLATION REQUIREMENTS. ALL SEDIMENT WHIGH ENTERS THE 13. RESPONSIBLE PERSON(5) SHALL BE RESPONSIBLE TO MAKE FIELD ADJUSTMENTS AS NEGESSARY IIIIIII IIIIIII `'
DRAINAGE SYSTEM SHALL BE REMOVED. TO ACCOMMODATE CONSTRUCTION ACTIVITIES AND MEET ALL LOCAL, STATE AND FEDERAL SECTION A-All
4. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR GLEANING DRAIN INLETS REQUIREMENTS.
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J ADJACENT TO AND DOWNI" X 12 WOOD
STREAM OF THE SITE AS REQUIRED TO REMOVE 0 FS z
SEDIMENTS. STAKE �jY o
5. MAINTAIN OPTIMUM SOIL MOISTURE AS NEGESSARY TO PREVENT DUST EROSION. ----z� „ A� 20 MIL PVC, LINER o
(BMP #43) STEEL T POST ' z
I I NOTES: w
6. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR GON5TRUGTION.
FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE I. DIMENSIONS VARY. RESPONSIBLE PERSON
VEHIGLES AND GON5TRUGTION EQUIPMENT FROM THESE AREAS TO PRESERVE I I DRAIN INLET SHALL SIZE BASIN APPROPRIATELY. 'I10
NATURAL VEGETATION. (BMP#38) I STRAW WATTLES MUST w
-1. ALL AREAS DISTURBED BY GONSTRUGTION ACTIVITIES SHALL BE PREPARED I I BE PLACED ALONG z
AND HYDR05EEDED. A DISTURBED AREA SHALL BE WHERE GON5TRUGTION SLOPE GONTOUR5. w
ACTIVITIES INGLUDIN6 TRENCHING, DEMOLITION, EARTHWORK, CONCRETE WASHOUT AREA MATERIAL I I Copyright CO 2025
STORAGE, STAGING AND PARKING OR ANY OTHER FORM OF EXCAVATION, I I FILTER FABRIC, AS SPECIFIED \ Z
5
I"I COMPACTION OR TRAFFIC THAT RESULTS IN THE REMOVAL OR DISPLACEMENT I 1 NOT TO SCALE All rights ny me n Reproduction or use in any form o
or by any means without written permission of
I Breckon Land Design,Inc.is unlawful and subject to 0
OF EXISTING 6ROUNDGOVER OR GRADE. (BMP#32) MOUNTABLE BERM criminal prosecution. w
8. HYDR05EED WITH A WOOD CELLULOSE FIBER MULGH APPLIED AT A RATE OF L----------- WITH 5:1 SLOPE Lu
2000 # PER ACRE. USE AN OR6ANIG TAGKIFIER AT NO LESS THAN 150 #/ACRE p
OR PER MANUFAGTURERS RECOMMENDATION IF HIGHER. APPLICATION OF PLAN VIEW AS REQUIRED
\ ?o, ROAD J
TAGKIFIER SHALL BE HEAVIER AT EDGES, IN VALLEYS, AND AT CRESTS OF FILTER FABRIC, AS SPECIFIED, PAVED DRAPED OVER 6" x 6" H06
BANKS AND OTHER AREAS WHERE SEED GAN BE MOVED BY WIND OR W ��
ATER. WIRE `so10
W APPROACH TO SITE o - a
PRIOR TO PROJECT COMPLETION/ ACCEPTANCE, ALL DISTURBED AREAS WILL BE STRA WATTLES 10MIN. RADIUS O
INSPEGTED FOR PROPER TURF ESTABLISHMENT. (BMP#32) _ - T16HTLY ABUT 4"-6" GLEAN o
d a FRACTURED. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE TREES, EXTEND FILTER FABRIC INTO PLAN VIEW
VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL, AND STRIPPED OF 6" TRENCH AND BAGKFILL P 1 ANGULAR LLI
TOPSOIL. WITH SOIL 1 AGGREGATE, 6" ' ' I z
10. PLACE FILL SLOPES WITH A GRADIENT STEEPER THAN 3:1 IN LIFTS NOT TO \ i MINIMUM DEPTH W 0
G EXCEED 8 INGHES, AND MAKE SURE EACH LIFT IS PROPERLY COMPACTED. NOTES: AND 50'-0" LL
11. TOP SOIL SHALL BE STOCK PILED ON SITE GOORDINATE WITH OWNER FOR FINISHED GRADE MINIMUM LENGTH z r1 1
EXACT LOCATION. NO TOP SOIL SHALL BE REMOVED FROM SITE. (BMP#31). I. STRAW WATTLES ARE TUBES MADE FROM STRAW BOUND W/ PLASTIC NETTING. THEY ` V
ARE APPROXIMATELY 8" DIA. AND 20'-0" TO 30'-0" LONG. 6" MIN. DEPTH 0 < 'qI W
12. ALL EXPOSED SOIL SHALL BE MULCHED WITH STRAW OR WOOD CHIPS TO 2. STRAW WATTLES TRAP SEDIMENT AND REDUCE SHEET RILL EROSION BY REDUCING SO'� o
MINIMIZE SOIL EROSION. NO SOIL SHALL BE LEFT IN AN EXPOSED GONDITION. IT 0" M LL
1 1 1
IS RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCK PILE OF THIS FILTER FABRIC,, AS
SLOPE GRADIENT, INCREASING INFILTRATION RATES AND BY PRODUCING A M�/� 12 °
SPEGIFIED, LAY PRIOR "
MATERIAL ON SITE FOR QUICK APPLICATION. - FAVORABLE ENVIRONMENT FOR PLANT ESTABLISHMENT. TO PLACEMENT OF L' J 7Lu
13. ALL AREAS DISTURBED BY GON5TRUGTION ACTIVITIES SHALL BE PREPARED III II II COMPACTED SUBQRADE 3. STRAW WATTLE INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF ` , L x
ROCKS w
� AND HYDROSEEDED WITH THE DRYLAND SEED MIX OF 109b SANDBER6 _III IIIIII III � THE WATTLE IN A TRENCH, 3"-5" DEEP, DU6 ON CONTOUR. RUNOFF MUST NOT BE 12' MIN. BUT NOT n (� a
Q BLUEGRASS, 33% BLUEBUNGH WHEAT6RAS5, 13% SQUIRRELTAIL, 15% NEEDLE AND ALLOWED TO RUN UNDER OR AROUND WATTLE. LESS THAN C,J �`r O o
THREAD, _7 SAND DROP5EED, 12% WESTERN WHEAT6RA55, 10% GREAT BASIN I - WIDTH OF0
WILDRYE. APPLICATION RATE SHALL BE 10 LBS. PER 1000 SQUARE FEET, OR - STEEL "T" POST NOTE: IN6RE55/ECRES5 rn I I I10
F o APPROVED EQUAL. A DISTURBED AREA SHALL BE WHERE CONSTRUCTIONIf HSTRAW WATTLES I. THE ARMORED APPROACH SHALL BE INSTALLED AT THE COMMENCEMENT OF SITE WORK. IT 0 ♦ W
ACTIVITIES INGLUDIN6 TRENCHING, DEMOLITION, EARTHWORK, MATERIAL DROP INLET PER PLANS 3 NOT TO SOALE SHALL REMAIN IN PLACE UNTIL THE APPROACH AND SITE ARE PAVED. 7
� STORAGE, LOGGING, STAGING AND PARKING OR ANY OTHER FORM OF Ir
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QF) EXCAVATION, COMPACTION OR TRAFFIC, THAT RESULTS IN THE REMOVAL OR SECTION VIEW 2. MATERIAL USED SHALL CONTAIN NO FINESI
`" DISPLACEMENT OF EXISTING 6ROUN000VER OR GRADE. PRIOR TO PROJECT 3. THIS DETAIL SHALL BE UTILIZED AT ALL APPROAGHES ONTO PUBLIC ROADS. w
COMPLETION/ AGGEPTANGE, ALL DISTURBED AREAS WILL BE INSPECTED FOR 4. APPROAGHE5 SHALL BE MAINTAINED IN A FASHION WHIGH PREVENTS SEDIMENT FROM O C
PROPER TURF ESTABLISHMENT. NOTES: TRAGKIN6/FLOWINQ ONTO PUBLIC RIGHT-OF-WAY.
HT-OF- AY. ADDITIONAL ROCK SHOULD BE ADDED
14. ALL STORM WATER WILL BE CONTAINED ON SITE. I. INSPEGT PERIODICALLY AND REPAIR/REPLAGE AS REQUIRED. AS NECESSARY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC Q 0
RIGHT-OF-WAY
IGHT-OF- AY SHALL BE REMOVED IMMEDIATELY.
15. DEWATERINQ IS NOT EXPECTED FOR THIS SITE. 2. REMOVE SEDIMENT AGGUMULATIONS WHEN FILTER GAPAGITY IS IMPAIRED. 5. ALL SURFACE WATER FLOWING/DIVERTED TOWARDS GONSTRUGTION ENTRANCES Q LLI
16. WORKMAN SHALL PARK IN THE AREA DESIGNATED FOR W 3. OTHER METHODS OF INLET PROTECTION MAY BE APPROVED UPON REVIEW WORKMAN PARKING OR SHALL BE PIPED ACROSS THE ENTRANCE. THE USE OF A MOUNTABLE BERM UJ
Q OFF SITE TO HELP PREVENT DIRT AND MUD TRACKING. V,
1-7. SOIL STABILIZATION IS NOT EXPECTED AS NO SLOPES EXCEED IO W W NS. BY THE LANDSCAPE ARCHITECT. GUR HAVING 5:1 SLOPES MAY BE PERMITTED.
c 4. PLACEMENT TR FILTER FABRIC BETWEEN GRATE AND FRAME THE 6 WHEELS SHALL BE GLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING PUBLIC CO
18. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE DRAINAGE STRUCTURE W I .ILL NOT BE ACCEPTED IN LIEU OF THE INLET FILTER. 0
E � CONTAINMENT AREA. DISPOSE AT A FREQUENGY AGGORDIN6 TO GONTAINER RIGHT-OF- AY. W W HEN ASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
� SIZE. 5. SEE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES, STABILIZEDW WITH STONE DRAINING INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
#25 FOR ADDITIONAL INFORMATION. FIBER ROLL '7. PERIODIC, INSPEGTION AND NEEDED MAINTENANCE SHALL OGGUR AFTER EACH RAIN. N W Z
DRAIN INLET FILTER (TYPE 1 WIRE TIED EN (TYPICAL) STORM GRATE STABILIZED CONSTRUCTION
LANDSCAPE AREA 1 DRAIN INLET 6 Z
-O" FIBER ROLL ENTRY Scale: _/B"= -O"
r (TYPICAL) O
PREPARATION NOTES: Z
I. LIMIT TURF 5UB6RADE PREPARATION TO AREAS TO BE PLANTED. /' `.� O O
D 2. NEWLY GRADED 5UB6RADES: LOOSEN 5UB6RADE TO A MINIMUM DEPTH OF 4 i �� WIRE TIED END 2 - 3" LAYER OF STRAW IF BEING
INCHES. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND i USED TO COVER THE SOIL 5 Ir
2 X 2 WOODEN STAKE L w
STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY i DRAIN INLET SURFAGE FOR AN EXTENDED
DISPOSE OF THEM OFF OWNERS PROPERTY. PLAN VIEW PLAN VIEW PERIOD OF TIME (GREATER THAN �^
A. SPREAD PLANTING SOIL TO A DEPTH OF 12 INGHES IN TURF AREAS AND i 2 WEEKS) AND ADDITIONAL V J
IS INGHES AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED TO MEET DANDY BAG,
AS SPEGIFIED III III III III III III III III III III III III III= EARTHWORK IS EXPECTED IN THE
FIN 15H GRADES AFTER L 16HT ROLL I N6 AND NATURAL SETTLEMENT. DO ; FUTURE
NOT SPREAD IF PLANTING SOIL OR 5UB6RADE IS FROZEN, MUDDY, OR �� ; 2" X 2" WOODEN II I II II II I II I II II II II II I IIIII IIIII IIIII III z
U EXGESSIVELY WET. PLANE. VIEW `��`�----�'�� STAKE 10'-0" O.G. FINISH GRADE
G. SPREAD
REDUCE
OF 500 EL V EON OF PLANTTIN6 SOIL TO ALSENED BLOW FOR SOIL THICKNESS D. FLOW_ FLOW PER FINISHED
PLA &RADE LINEAL SPACING 2" X 2" WOODEN III III III III III III III III III III III III III III-
STAKE OPTION #1 -
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3. UNGHAN6ED 5UBQRADE5: IF TURF IS TO BE PLANTED IN AREAS UNALTERED STRAW MULCH OR UNDISTURBED BY EXCAVATING, 6RADIN6, OR SURFAGE-SOIL STRIPPING AREA TO BE FIBER ROLL (12 -18
� OPERATIONS, PREPARE SURFAGE SOIL AS FOLLOWS: O�O O +� AS REQUIRED) Y-4"
� o 0 0�Q� PROTECTED REVISIONS Q
A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO � WATER FLOW AREA TO BE
v SURFAGE SOIL. PROTECTED No. Date Description
B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INCHES. PROVIDE o WORK AREA I" - 2" LAYER OF SHREDDED 1 3/11/25 MERIDIAN COMMENTS
�� WOOD OR BARK CHIPS
a) WEED ABATEMENT PROGEDURE. APPLY SOIL AMENDMENTS AND _ _ _ _ _ _ _ _ _
FERTILIZERS AGGORDIN6 TO PLANTING SOIL MIX PROPORTIONS AND MIX DRAIN INLET FIBER ROLL O
THOROUGHLY INTO TOP 6 INCHES OF SOIL. TILL SOIL TO A N
a I- _
� V GOMPAGTED FINISH QRADEQ HOMOGENEOUS MIXTURE OF FINE TEXTURE. % SUBQRADE WORK AREA
G. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE IIIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII III-III-III PROJECT NO.:
LOOSENING. _ _ _ _ _ _ _ _ _ _ _ _ _ _
B o D. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND 5TIGK5,P.
ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. III III III III III III III III-III-III-III-III-III-III; DRAWN BY:
E. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, VEGETATION, SECTION VIEW PLAN VIEW SECTION OPTION #2 -
AND TURF, OFF OWNER'S PROPERTY. NOTES: V-1CR. KS I r
WOOD MULCH CHECKED BY:
4. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFAGE I. INSPECT PERIODICALLY AND REPAIR/REPLAGE AS REQUIRED. NOTE: CR, JB
PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR 2. REMOVE SEDIMENT AGGUMULATIONS WHEN FILTER GAPAGITY IS IMPAIRED.
MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND 3. OTHER METHODS OF INLET PROTECTION MAY BE APPROVED UPON REVIEW I. FIBER ROLL TO BE 'FILTREXX' FILTER 5OXX OR APPROVED EQUAL. NOTES: DATE: Cn
o FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH GRADING TO BY THE LANDSCAPE ARGHITEGT. 2. FIBER ROLL COMPOST/SOIL/ROGK/SEED FILL TO MEET APPLICATION I. PREPARE SOIL SURFAGE AND SEED WITH RECOMMENDED SEED MIX PRIOR TO 08/08/2025 Z
� AREAS THAT GAN BE PLANTED IN THE IMMEDIATE FUTURE. 4. PLACEMENT OF FILTER FABRIC BETWEEN GRATE AND FRAME OF THE REQUIREMENTS APPLIGATION OF THE MULCH. O
� 5. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER DRAINAGE STRUCTURE WILL NOT BE AGGEPTED IN LIEU OF THE INLET FILTER. 3. FIBER ROLL DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY 2. ALL MULGHIN6 SHALL GOVER 100% OF THE GROUND SURFAGE.
THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT 5. SEE STATE OF IDAHO GATALOQ OF STORM WATER BEST MANAGEMENT REQUIRE LARGER SOCKS PER LANDSCAPE ARGHITEGT. 3. MULGHES GENERALLY REDUCE THE FERTILITY OF THE SOIL THEREFORE, SHEET NUMBER ( ,
o GREATE MUDDY SOIL. PRACTICES, BMP #25 FOR ADDITIONAL INFORMATION. 4. GOMP05T MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY FERTILIZER TREATMENTS MAY BE REQUIRED. `J
A 6. BEFORE PLANTING, OBTAIN DESIGN PROFESSIONAL'S AGGEPTANGE OF FINISH LANDSCAPE ARGHITEGT.
GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED
AFTER
NOTS 5HMMEDI 6. DRAIN INLET FILTER (TYPE 2 FIBER ROLL DETAIL MULCH C9.5
o �. DO NOT SOW IMMEDIATELY FOLLOWING RAIN, OR WHEN GROUND IS TOO DRY.
0- TEMPERATURE SHALL BE BETWEEN 55 F AND G5 F FOR A 24 HOUR PERIOD. 2 �/4 1'-0" 4 NOT TO SC/ALE 7 NOT TO SOALE
WIND SHALL BE LESS THAN 5 MPH.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15