20081294 Ver 1_More Info Received_20081010

LONG TRANSMITTAL
SPECIALIZING IN:
• Land Development
• Stormwater Management
• Wastewater/Water Systems
• Permitting
• Planning
• Construction Management
• Land Surveying
og- ?aq?
A Female-Owned Business
COMPANY: NC DENR FROM: Eric Randall
ADDRESS: Division of Water Qualilty PROJECT NO: 0262-0010
ATTN:
PHONE:
401 Oversight/ Exp Review
Mail Service Center 1650
Raleigh, NC 27699-1650
Annette Lucas
828-296-4500
PROJECT
NAME:
DATE:
Satulah Village South
Residential Site
10/9/08
Via:
? U.S. Mail ? Hand Delivery ? Other:
® UPS / FedEx ? Courier (Control #: )
COPIES SHEETS DATE DESCRIPTION
5 15 10/9/08 Civil Construction Documents
5 4 10/9/08 Bioretention Cell Supplement and soils properties

Comments:
Please feel free to contact the office with any additional questions. Thank you and have a pleasant day.
Rr-nc
IP4
0 C t 1 0 2008
Signed:
DENR - WATER QUALITY
WETLANDS AND STORMINATER BRANCH
This document and any attachments contain privileged and confidential information intended only for the use of the addressee named above.
If you are not the intended recipient of this document, or the employee or agent responsible for delivering it to the intended recipient, you are
hereby notified that any dissemination or copying of this document is strictly prohibited. If you have received this document in error, please
immediately notify the originating party above by telephone and return the original document via the U.S. postal service. Thank you.
2550 HERITAGE CT, SUITE 100 • ATLANTA, GA 30339 PHONE: [phone] • FAX: [phone]
1780 CORPORATE DRIVE, SUITE 410 • NORCROSS, GA 30093 PHONE: [phone]• FAX: [phone]
A WA
.r ??
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
Permit Number:
(to be provided by DWQ)
QG
()F W A7-f
o?
O T
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Satulah Village - South
Contact name Jeff Dorsten
Phone number 828.526.0476
Date October 7, 2008
Drainage area number
Ir. DESIGN INFORMATION
Site Characteristics
Drainage area 106,233.00 ft2
Impervious area 40,616.00 ft2
Percent impervious 38.2% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth 1.00 in
1-yr, 24-hr intensity 4.00 in/hr
Pre-development 1-yr, 24-hr peak flow 3.57 ft3/sec
Post-development 1-yr, 24-hr peak flow 6.45 ft3/sec
Pre/Post 1-yr, 24-hr peak control 2.88 ft3/sec
Storage Volume: Non-SR Waters
Design volume 1,330.00 ft3
Storage Volume: SR Waters
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0.00 ft3
Volume provided ft 3
Cell Dimensions
Ponding depth of water 12.00 inches OK
Ponding depth of water 1.00 ft
Surface area of the top of the bioretention cell 1330.00 ft2 OK
Length: 39.00 ft OK
Width: 35.00 ft OK
-or- Radius ft
Soils Report Summary
Drawdown time, ponded volume 12.00 hr OK
Drawdown time, to 24 inches below surface 24.00 hr OK
Drawdown time, total: 36.00 hr
In-situ soil:
Soil permeability 2.50 in/hr OK
Planting media soil:
Soil permeability 1.00 in/hr OK
Soil composition
% Sand (by weight) 85% OK
% Fines (by weight) 10% OK
% Organic (by weight) 5% OK
Total: 100%
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 1 of 2

9. Soil Permeability
Page 3 of 9
For the siting of ponds and the construction of dikes, the coefficient of permeability is generally used to qualify the suitability of a particular soil
horizon:
• Dikes without any impermeable clay core may be built from soils having a coefficient of permeability less than
K = 1 x 10-4 m/s;
• Pond bottoms may be built into soils having a coefficient of permeability less than K = 5 x 10'6 m/s.
For pond management, the seepage rate is generally used:
. In commercial pond culture, an average seepage rate of 1 to 2 cm/d is considered acceptable, but corrective measures should be taken to reduce
soil permeability when higher values exist, particularly when they reach 10 cm/d or more.
9.4 Measurement of soil permeability in the laboratory
When you take an undisturbed sample to a testing laboratory, to measure permeability, a column of soil is placed under specific conditions
such as water saturation and constant head of water. The result will be given to you either as a permeability rate (see Table 15), or as a
coefficient of permeability (see Table 16).
TABLE 15
Soil permeability classes for agriculture and conservation
Permeability ratesl
Soil permeability classes -•-- • -- ---• •- ----.
cm/hour 1 cm/day
Veryslow Less than 0 13 ! Less than 3
§Iow 0.13-0.3 3-12
:
_ _-_. _.:.._..:_
iModerately slow ._ _ . ......_ ..
0.5-2.0 _.
_ _
12 - 48
Moderate 48 - 151
tfiy rapid 6.3-127 151 - 305
Rapid 12.7 - 25 305 - 600
Very rapid More than 25 More than 600
1 Saturated samples under a constant water head of 1.27 cm
TABLE 16
Soil permeability classes for civil engineering
Coefficientof
Soil permeability classes permeability (K in m/s)
! `Lower limit Upper limit
Permeable 2 x 10-7 2 x 10-1
!Semi-permeable 1 x 10-11 1 x 10 5 j
!Impermeable 1 x 10-11 5 x 10-7
9.5 Measurement of soil permeability in the field
To measure soil permeability in the field, you can use one of the following tests:
• The visual evaluation of the permeability rate of soil horizons;
• A simple field test for estimating soil permeability;
• A more precise field test measuring permeability rates.
The visual evaluation of the permeability rate of soil horizons
The permeability of individual soil horizons may be evaluated by the visual study of particular soil characteristics which have been shown by
soil scientists to be closely related to permeability classes. The most significant factor in evaluating permeability is structure: its type, grade,
and aggregation characteristics, such as the relationship between the length of horizontal and vertical axes of the aggregates and the
direction and amount of overlap.
Although neither soil texture nor GpQr motLi ng alone are reliable clues, these soil properties may help to estimate permeability when
considered together with the structural characteristics. To evaluate visually the permeability of soil horizons:
• Examine a fresh soil profile in an open pit;
• Determine the soil horizons present;
• Using Table 17A, evaluate the permeability class to which each horizon belongs, carefully studying the structural characteristics of the soil;
• Confirm your results through the other soil properties shown in Table 17B;
• Ranges of permeability rates may then be found in Table 15.
TABLE 17A
Visual indicators of permeability: structural characteristics of soil
ftp://ftp.fao.org/FI/CDrom/FAO Training/FAO_Training/General/x6706e/x6706e09.htm 10/9/2008
V 0
STR N 0 ~l PLAN S
W J
F R T.
5
0
W
5
a
~ 5
Q
N
4a
~ ISSUE DATES 08-19.08
REV{SED DATE: 10-09-08
ALL. EROSION AND SEDIMENTATION
CONTROLS AND TREE PROTECTION HIGHWAY 28 S ZONING: B-3
MEASURES SHALL BE INSTALLED PR10R S SITE z
TO GRADING.
/ \ - HOSPITAL RD
/ J L_~'
FUGHLANOS
SCH
SANtAH hP
MOU ROAD
SIN9 i
g
LOCATION MAP
N.T.S.
SHEET NO. DESCRIPTION
STREET ADDRESS: SATULAH ROAD
COVER SMEET MAC4N COUNTY ,NORTH CAROLINA
ARCHITECT
C0.1 GENERAL NOTES & LEGEND
BOUNDARY SURVEY PLANTERS LANDSCAPE ARCHITECTURE FINE GARDEN DESIGN
C1.0 EXISTING CONDITIONS 185 OTftkY DRNE
C2.0 DEMOLITION PLAN ATLANTA, GEORGIA 30324
C4A DRAINAGE PLAN
404-261-6002
C6.0 STORM PROFILES
C6.1 STORM PROFILES
D.0 EROSION & SEDIMENT CONTROL NOTES
C/.1 EROSION & SEDIMENT CONTROL PfAN • iNrr~A~ PHASE CIVIL ENGINEER
OWNER/DEVELOPER
§ C7.2 EROSION & SEDIMENT CONTROL PLAN -FINAL PHASE
TRI INVESTP~ENT INC
g C9.0 EROSION CONTROL DETAll5
C9.1 EROSION CONTROL DkTAILS 3473 SATELLITE BOULEVARD
C10A CONSTRUCTION DEfAtLS 0 $ - 1 010.1 CONSTRUCTION DEfA1LS , p $ - 1 ~q ~k SUITE 200, DULUTH, GEORGIA, 30096
770.813.0090
g L1.0 SCHEMATIC LANDSCAPE PLAN lea ~1~~~/~ s ~ e ~
,
k27 Sawa Y ~ 20 8 J ~ .r'~` ~ ,°,e
o ~Aikn~. 'Wn.r.. m • +tr-inn ~ n
H"u?rjp ~~+~;f. LJJUt.eritagetx. iel 11U, J1,L~Fy~ a A Yr,
ill Suite 100 Fax [phone] n
R EMERGENCY CONTACT rlotj
Atlanta Georgia 30339 www.longeng.com JEFF DOSTEN
fi+.D
.gyp#{j`3 i.v :Y• 82.526.0476 (OFFICE) 912.429.1506 (CELL)
¦
7 LEI PROJECT NO 0244 d

~.Ewis~a~~ a
A~BR~VIATIUNS C~.ARING NQTS
CEN~RAt NC~TE~ ~ Q
ABAND ABANDONED LOC LOCATION n C APPROX APPROXIMATE MH MANHOLE ~R~! k.~~' NARRATI V L AR.RATIVE 1. PROJECT SATULAH ROAp N
BRK BRICK MAX MAXIMUM 1. UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE BLDG BUILDING. MIN MINIMUM RESPONSIBLE FOR CONTACTING ALL UTILITY COMAANIES HAVING UTJL(TlES WITHIN OR ADDRESS: HIGHLANDS, NORTH CAROLINA 28741 ~
BK BACK MISC MISCELLANEOUS ADJACENT TO THE WORK AREA. THE CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED OWNER: TRI INVESTMENT INC 'SOUTH DEVELOPMENT PROJECT SEPARATES 3473 SATELLITE
BRG BEARING MON MONUMENT AND COQRDINAT£ WITH UTILITY COMPANIES TO HAVE THEM RELOCATED AND/OR ADAPTED FOR THE AROPOSED SITE DESIGN FOR THE SATULAH SOUTH DEVELOPi ~ BASE LINE MSL MEAN SEA L£V£L THE TJE~JNS, IN ADDITION, CONTRACTOR I5 REQUIRED TO CONTACT THE NORTH CAROtlNA THE RUNOFF p£VELOPED ON SITE FROM THE RUNOFF THAT ENT£ dOFF THAT ENTERS THE SITE FROM THE BOULEVARD
CB CATCH BASIN NTS NOT TO SCALE ONE_CALJ~ CENTER, LNG AT 1-840-832-4949 PRIOR TO ANY EXCAVATION, £XiST4NG STREAMBED, THE STREAMBED IMMEDIATELY UPSTREAM fELY UPSTREAM -0F THE ENTRANCE SUITE 200, DULUTH,
CC CENTER TO CENTER NO NUMBER HEADWALL JS TO BE RESTORED TO NATURAL CONDITIONS IN GRA CIRCUM CtRCUMFERENGE N NORTH 30" CULVERT CONVEYS THE OFF--SITE FLOW FROM THE UPSTR£A JDITIONS IN GRADE, SECTION AND LINING. A GEORGIA, 30096 M THE UPSTREAM SIDE OF THE SITE TO THE 770.813.0090
CL CLASS NA NOT RPPtlCABLE 2. CONTRACTOR SHALL CLEARLY MARK AND MAINTAIN PROPERTY CORNER MONUMENTATION AND EXISTING CULVERT UNDER HIGHWAY 28 QN THE SOUTH SIDE QF C & G CURB AND GUTTER OD OUTSIDE DIAMETER BENCHMARKS WHENEVER POSSIBLE AND WILL BE RESPONSIBLE FOR THE COST OF REPLACING IMPOUNDMENT ON SITE WILL BE REMQVED. ABID-RETENTION Af iOUTH SIDE OF THE SITE. THE EXISTING ~
CO CLEAN 4UT P PIPE THEM IF DI5TURBED OR DESTROYED. PROVIDE WATER QUALITY TREATMENT FOR THE RUNOFF ON SITE 3-RETENTION AREA HAS BEEN DE51GNEp TO UNOFF ON SITE FROM THE FIRST 1" OF ENGINEER: LONG ENGINEERING, INC.
COMB COMBINED PL PROPERTY LINE RAINFALL, COLLECTED N ROADWAY SWALES AND ROOF DRAIN LE. CONC CONCRETE PROP PROPOSED 3. ALL VEGETATION (UNLE55 OTHERWISE NOTED}, EXIS7JNG ASPHALT PAVEMENT, ORGANICS AND EVENTS OVER 1"ARE DISCHARGED INTO THE STREAM CULVERT F ROOF DRAdN LEADERS. RUNOFF FROM 2550 HERITAGE COURT U
CP CLAY PIPE PVMT PAVEMENT UNSUITABLE BEARING SOILS SHALL BE STRIPPED FROM THE SURFACE WITHIN THE TEAM CULVERT FROM THE BiO-RETENTION SUITE 100 ~ ATLANTA, GEORGIA 30339 ~
C CONDUIT PGL PROFILf GRADE L#NE CONSTRUCTION LIMITS AND DISPOSED QF LEGALLY OFFSIT£. AREA' CIP CAST IRON PIPE PVC POLYVINYL CHLORIDE 770--951-2495
CMP CORRUGATED METAL PIPE R PIPE 4. PRIOR TO CLEARING, THE CONTRACTOR SHALL OBTAIN WRITTEN VERIFICATION FROM ALL TO ADDRESS SEPARATION O THE SITE RUNOFF FROM THE SIRE, CS COMBINED SEWER RC ~~B HDPE PIPES PRESENTLY ON SITE WILL BE REMQVED, A5 WILL TH( FROM THE STREAM FLOW, THE 24" AND 34" ED, AS WILL THE DROP INLETS AND 2. ZONING: B-3
~ CENTER LINE RCP UTILITY COMPANIES THAT ALL UTILITIES HAVE BEEN REMOVED. lF UTILITIES HAVE NOT BEEN COLLECTION SYSTEM THAT DISCHARGES DIRECTLY TO THE STREAI TO THE STREAM FLOW. IN THEIR PLACE, A
GULV CULVERT RP REFERENCE PCdNT REMOVED BUT HAVE BEEN ABANDONEB, THE VERIFICATION LETTER SHALL STATE THAT THEIR 30" RCP CULVERT HAS BEEN DESIGNED Tfl FLAW ON APPROXIMA DIAL DIAGONAL ROD REQUIRED FACILITIES LEFT ON SITE HAVE BEEN ISOLATED FROM THEIR SOURCE AND MAY BE REMQVED 7HE PR£ViQUS STREAM AND REPLACES THE IMPOUNDMENT THAT ' ON APPROXIMATELY THE SAME PATH A5 3. BUILDING FRONT DUNDMENT THAT WAS PRESENT AT THE SETBACK LINES: REAR
DIA DIAMETER REV REVISED OR REVISION BY THE CONTRACTOR. IF UTILITIES ARE T4 REMAIN AND HAVE BEEN LEFT ACTIVE, THE ONSET QF CONSTRUCTION. INSTEAD QF DROP INLETS TO GOLLE( '..LETS TO COLLECT THE RUNOFF FROM THE SIDE
DWY DRIVEWAY RT RIGHT CONTRACTOR SHALL CAREFULLY PROTECT THEM AND IS RESPONSIBLE FOR RESTORING THEM ROAD, 5WALs:S HAVE BEEN DESIGNED TO COLLECT THE RUNOFF DIM DIMENSION R/W RIGHT-OF~WAY TO THEIR PREVIQUS GQNDITION OR BETTER IF pAMAGED. T THE RUNOFF AND CONVEY IT TO THE GOAD CULVERTS. ROOF LEADERS TIE TO THE 4. THE PROPERTY IS LOCATEp WdTHIN LAND LOT DISTRICT, CITY OF HIGHLANDS,
DWG DRAWING SD STORM DRAIN BID--RETENTION AREA THROUGH DRJV£WAY AND ROAD CULVERTS. DIP DUCTILE €RON PIPE SEG SECTION 5. THE CONTRACTOR SHALL LEAVE THE SITE IN A CLEAN AND NEAT CONDITION. ALL DEBRIS, SWALf AND CULVERTS AS WELL. THE WATER QUALITY VOLUME i 7ALITY VOLUME REQUIRED 3S BASED ON THE MACON COUNTY, NORTH CAROLINA.
Di DROP INLET SPEC SPECIFICATION (S} VEGETATION WHICH HAS BEEN REMOVED, LUMBER, CONCRETE, ETC., SHALL BE REMOVED FRAM IMPERVIOUS :AREA OF THE ROADWAY AND ROOFS TO CALCULATE TO CALCULATE THE VOLUME OF RUNOFF
E/P EDGE OF PAVEMENT STM STEAM THE SITE AND PROPERLY D€SPOSED, GENERATED FROM 1 INCH OF RAIN, THE REQUIRED VOLUME IS ~ ELEV. ELEVATION STL STEEL DESIGNED ON THE NORTH SIDE OF THE PARK IN THE ACCESS pF ED VOLUME IS PROVIDED IN THE DEPRESSION 5, THE PROPOSED PROJECT CONSISTS OF THE REMOVAL AND REPLACEMENT OF FOUNDATIONS, THE ACCESS DRIVE CIRCLE, FLOWS FROM SIDEWALKS, LANDSCAPE AND DRAINAGE STRUCTURES. THE TOTAL SITE AREA iS 3.38 ACRES.
ESMT EASEMENT SS SANITARY SEWER 8. CONTRACTOR SHALL HAVE THE LIMITS QF CLEARING AND ALL BUFFERS STAKED WITH STORMS GRERTER THAN 1" DO NOT BYPASS THE BID-RETENTION BID-RETENTION AREA, BUT PASS THROUGH THE APFROXdMATE DISTURBED AREA IS 0,95 ACRES.
E EAST ST STREET FLAGGING STRUNG AT CLEARING LIMITS TO ENSURE THE PROPER LOCATION OF TREE SAVE THE FACILITY AND ptSCHARG£ THROUGH AN OVERFLOYV INLET IN1 EXIST EXISTING SHT SHEET FENG£ AN6 PROPOSED IMPROVEMENTS, THIS SYSTEM EFFECTIVELY SEPARATES THE OFFSIT£ FLOWS fRQM RFLOYV INLET INTO THE STREAM CULVERT. 6. UPON DISCOVERING ANY DISCREPANCIES BETWEEN THE LANDSCAPE, ARCHITECTURAL AND THE ITE FLOWS FROM THE ONSITE FLOWS AND ENGINEERING PLANS, CONTRACTOR TO STOP WORK IMMEDIATELY AND NOTIFY THE LANDSCAPE ARCHITECT.
FC FACE OF CURB 5TA STATION PROVIDES AHIGH-QUALITY LEVEL Of TREATMENT FOR THE RUNt ~ FOR THE RUNOFF BEFORE dT ENTERS THE
FG FINISHED GRADE STD STANDARD DOWNSTREAM SYSTEM. FH FERE HYDRANT SW SIDEWALK 7. ALL VEGETATION, ROQT SYSTEMS, TOPSOIL, REFUSE AND OTHER DELETERIOUS, NON-SOIL 7. THE CONTRACTOR JS RESPONSIBLE FOR VERIFYING DIMENSIONS SHOWN HEREON WITH THE
FF FINISHED FLOOR T TELEPHONE MATERIAL SHALL BE STRIPPED FROM 7HE PROPOSED CONSTRUCTION AREAS. CLEAN TOPSOIL LANDSCAPE ARCHITECTURAL DRAWINGS AND EXISTING BUdLDINGS PRIOR TO ANY CONSTRUCTION AND SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES,
FL FLOW LJNE TC TOP OF CURB MAY BE STOCKPILED AND REUSED LATER IN LANDSCAPED AREAS. FT FOOT OR FEET TGE TEMPORARY CONSTRUCTION EASEMENT
G GAS TEMP TEMPORARY 8. ALL WASTE FRAM DEMOLIT#QN OPERATIONS SHALL BE HAULED DFFSiTE ANp DISPOSED OF GM GAS METER TBC TOP BACK OF CURB LEGALLY, 6. LANDSCAF{NG AND IRRIGRTION TO BE COMPLETED AT THE DIRECTION OF THE OWNER/DEVELOPER. ~ ~ ~ ~
GRT GRATE TG TOP OF GRADE ~'©MG~rT.
GV GAS VALVE TYP TYPICAL 9. DISCONNECT AND SEAL OFF ABANDONED UTILITIES AND UTILITIES TO BE REMOVED PRIOR TQ HORIZ HORIZONTAL UG UNDERGROUND START OF DEMOLITION. UTILITIES SHALL BE DISGONN£CTED BELOW EXISTING GRADE OR 9. PROPOSED ELEVATfONS ALONG CURB LINE ARE T4 THE BOTTOM OF CURB UNLESS OTHERWISE ~ ~ © N N NOTED. U ~ ~ rj ~ bA
HE HORIZONTAL ELLIPTICAL UD UNDERDRAIN OUTSIDE Of CONTRACT LIMITS BY THE APPLICABLE PUBLJC UTILITY. ALL COSTS FOR THIS 47 ~ ~ ~ ~ ~
HP HIGH POINT VCP VITRIFIED CLAY PIPE WORK SHALL BE BQRNE BY THE CONTRACTOR. iN INCH VERT VERTICAL 10. ALL CONSTRUCTION MUST CONFORM TO THE CITY OF HIGHLANDS STANDARDS, SPECIFICATIONS ~ t/a '~y ~ AND DETAILS WHETHER OR NOT REVIEW COMMENTS WERE MADE. THE CONTRACTOR SHALL ~ ~ O © ~
ID fNSIDE DIAMETER W WATER 14. ALL STRUCTURES TO BE Dk-MOLISHED SHALL, BE CQMPt~ETELY REMOVED ABOVE AND BELOW iNV INVERT WM WATER METER GRADE. ABANDQNED SERVICE LINES TQ THE STRUCTURES SHALL ALSO BE REMOVED. OBTAIN THESE DOCUMENTS, BECOME FAMIUAR WITH THEM AND HAVE THEM ON THE JOB SITE ~ ~ ~ ~ 0
J7 JOINT WV WATER VALVE AT ALL TIMES. ~ ~
I.T LEFT WT WATER FABLE 11. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAJNED BY THE CONTRACTOR PRIQR LF LINEAR FEET TO BEGINNING WORK. 11. PROPOSED BUILDING LOCATIONS SHOWN ARE PROVIDED FOR GENERAL INFORMATION ONLY O . ~ N (ai
BASED ON PLANS REFERENCED (SEE THIS SHEET). CONTRACTOR IS RESPONSIBLE FOR 'n VERIFYING ALL DIMENSION SHOWN ON THE PLANS FOR ALL STRUCTURES AS WELL AS ALL ~
12. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOUTIQN WORK. ANY OFF-SITE AREAS DISTURBED SHALL BE RETURNED TO A CONDITION EQUAL TO OR UTILITY LOCATIONS WITH CURRENT ARCHITECTURAL, STRUCTURAL, AND PLUMBING FLANS AND
BETTER THAN THE EXI511NG CONDITION. ENSURING THERE ARE NO CONFLICTS.
13, NO DEMOLITION MATERIALS SHALL BE DISPOSED Of ON-SITE. ALL DEBRIS SHALL BE HAULED 12. CONTRACTOR'S VEHICLES SHALL ONLY USE THE LOCAL ROADWAYS 1N THE DIRECTION OF
OFF-SITE TO A DJSPOSAL AREA APPROVED BY NORTH CAROLINA DEPARTMENT OF EX€STING TRAVEL. NO WORK SHALL BE CONDUCTED DURING THE HOURS OF 6; 30 TO 9; 30 AM
F I~."T~N~ Q~RIPTION p OR POSi;O TRANSPORTATION FOR THE HANDLING OF DEMOLITION DEBRIS. AND 4:00 TO 7:00 PM WHICH RESTRICT TRAFFIC FLOW QN THE HIGHWAY SYSTEM DURING THESE HOURS OR DURING SPECIAL EVENTS REQUIRING THE MAXIMUM ROADWAY CAPACITY.
8" 55 8" 55 14. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE DURING .-,_...,-.„_.,_SS_...__.__-_____ SANITARY SEWER WJ5#ZE SS ALL PHASES Qf GQNS7RUCTIQN. ANY STRUCTURES THAT ARE TO REMAIN THAT ARE pAMAGED
CQ GO SHALL BE REPAIRED BY THE CONTRACTOR TQ A CONDITION EQUAL TO 0R BETTER THAN THE CLEANOUT EXISTING CONDITION AT NO ApDITiONAL CDST. 13. NOTIFY CITY OF HIGHLANDS INSPECTOR 24 HOURS PRIOR TO BEGINNING Ol` CONSTRUCTION.
14. SIGNING AND STRIPING TO BE PROVIDED BY THE CONTRACTOR ACCORDING TO THE MANUAL
SSMH A HO SSMH SANITARY SEWER M N LE a~ ON UNIFORM TRAFFIC CONTROL DEVICES, 1988 EOdTiON Wi7€~ ALL REVISIONS INCLUDED.
- _ ~ _ STORM DRAIN PIPE. 15. ALL CONSTRUCTION VEHICLES SHALL PARK (N AREAS DESIGNATED BY THE OWNER.
SDMH SDMH 16, OFF-STREET PARK3NG SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION.
STORM DRAitd MANHQLE a~ ~ONSTRUCTIC?N NOTES
STORM DRAIN DOU$LEIMNG GATCHBA5IN - 17. NECESSARY BARRICADES, 5UFFICIENT LIGHTS, SdGNS AND OTHER TRAFFIC CONTROL DEVICES ! AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE
~ ~ - - _ 1. DIRT FOR FILL SHALL BE CLEAN, CQHESIVE CLAY OR SANDY CLAY FREE OF DEBRIS, PROVIDED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
STORM DRAIN StNGLEWING GATGHBASIN u ----,--T ORGANICS, DELETERIOUS MATERIAL AND ROCKS GREATER THAN 3 DfA, CURRENT EDIT#ON ANO MAINTAINED WHEN WORKING IN CLOSE PROXIMITY TO PUBLIC ROA05.
- STORM DRAIN DROP INLET ~ 2. MAX CUT QR FILL SLOAES SHALL BE 2:1 H; V . { ) 18. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN ENTERING MANHOLES, PIPES OR
OTHER STRUCTURES SHOWN ON THE FLANS. AT A MINIMUM, THESE PIP1=5 ANp STRUCTURES
STEAM MANHOLE.. ~ 3. EQUJPMENT AND MATERIALS SHALL BE STORED IN AREAS DESiGNATEp BY THE OWNER, CONSTRUCTION AND STORAGE AREAS SHALL BE KEPT NEAT AND CLEAN. TREE SAVE AREAS SHALL BE PROPERLY VENTILATED.
»--.,M-~-----.-ST_•-.-.-----~-- STEAM LINE ST SHALL NQT BE USED FOR STORAGE OR PARKING. •
- --UT-------- UNDERGRQUND TELEPHONE UT 4~ ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE C1A55 €II UNLESS OTHERWISE NOTED.
CORRUGATED METAL PIAE SHALL BE 16 GA. MIN. AND ASPHALT OR ALUMINUM COATED.
AI AERIAL TELEPHONE AT
5, ALL GATGH BASINS SHAD... B£ FLUSH WITH THE NEW CURB. UE UNDERGROUND ELECTRIG UE
6. ALL MANHOLE TOPS SHALL. BE SET (LUSH WITH FINISHED GRADE iN LANDSCAPED AND PAVED ----.-,.-_.UC~~--~--~ UNDERGROUND CABLE UG AREAS.
.,..•w...,...._~.......~.QHE....________°. OVERHEAD ELECTRIC OHE 7. CONTRACTOR TO VERIFY 7HE ELEVATIONS Of ALt TIE-IN POINTS FQR ENSTALLAT}ON OF UTILITIES, CURB ~ GUTTER AND PAVING. R~~~RENC~S a
---------GATV~~ UNDERGROUND CABLE TELEVISION •---`-CATV
8. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO NOT LESS THAN 95~ OF THE OPTIMUM 1. TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY DRAtMNG # ; 08514-ASBUILT, PREPARED FOR TRi INVESTMENTS lNG. DATED 06-02-2008. SURVEY PREPARED BY (PESTERFIfLD PA> CIVIL ENGINEERS 8c ~ ~
-------~--•AGI~V°m---~--~-~ AERIAL CABLE TELEVISION -•-°-ACTV~-•- COMPACTION 4R AS REQUIRED !N EARTHWORK SPECIFICATION FOR ANY SOIL GLASSiFIGATION AS DETERMINED BY THE STANDARD PRQCTOR TEST AASHTO T-180 METHOD A . BAGKFtLL LAND SURVEYORS, 370 N. LOUISIANA AYfNUf, BUILDING B, ASHfViLLE, NORTH CAROLINA, 28806, (828}
TC TOP OF CURB TC MATERIAL SHALL BE GLEAN AND FREE OF RQOTS, RACK OR DELETERIOUS MATTER. CONTRACTOR SHALL CORRECT ANY DAMAGE TO CURBING OR PAVING CAUSED BY TRENCH 252-8423 (PHONE), [phone] (FAX)). Q
E3C .BOTTOM OF CURB BC SETTLEMENT WHICH 4GCUR5 WITHIN 12 MQNTHS QF ARQJECT ACCEPTANCE. 2. BOUNDARY INFORMATION TAKEN FROM SURVEY DRA'MING # : D8514-ASBUILT, PREPARED FOR TRS ~ ~
INVESTMENTS INC. DATED 06-02-2008. SURVEY PREPARED BY {pES7ERFIELD PA, CIVIL. ENGINEERS $s ~ J LAND SURVEYORS, 370 N. LOUISIANA AVENUE, BUILDING B, ASHEVILLE, NORTH CAROLINA, 28806, (628}
TBG TOP BACK OF CURB TBC MANHQLES & DROP INLETS ARE DIMENSIONED TO THE CENTER OF THE RISER. GATGH BASINS ARE DIMENSIONED TO THE CENTER Of THE CATCH BA51N AT THE FACE OF CURB, LAYOUT 252-8423 (PHONE}, [phone] (FAX)}
HIGH POINT HP D}MENSIONS ARE TO FACE OF CURB. FACE OF WALL, CENTERLINE OF P3PE, UNLESS OTHERWISE
~P + NaTEp. CURB AND GUTTER 10. THE CONTRACTOR SHALL NQTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN PLAN AND 3. NO PART OF THE DISTURBED AREA IS WITHIN A FLOOD HAZARD ZONE (FLOOD INSURANCE RATE MAP FOR ~+P,, ~ ~ w CITY OF HIGHLANDS, MACON COUNTY, NORTH GAROUNA IS UNMAPPED. ITEM {D - UNMAPPED_370574. t~,/1
Fi£LD CONDITIONS PROMPTLY UPON DiSGQVERY. ANY CONFLICT OR D15CR£PANCIES COMMUNITY ID - 370574).
_ _ CURB DISCOVERED WITHIN THE CQNSTRUCT10N ALANS SHALL BE REPQRT£D IMMEDIATELY TO THE ~ ~ w
ENGINEER FOR CLARIFICATION, FA}LURE TO DO SO SHALL RESULT iN CONTRACTOR'S LIABILITY EDGE OF PAVEMENT FOR ISSUES ARISING FROM SUCH GQNFLICTS OR DISCREPANCIES r ~ ....J
ELECTRIG BOX ~ 11. ALL EXISTING ELECTRICAL BOXES, WATER METER BOXES, AND VALVE BOX£5, WHICH ARE TO ~ REMAIN SHALL BE SET FLUSH WITH THE TOP OF THE PROPQSED GRADE. ~ ~
TRAFFIC BOX l!.3 CJ ~ ~ v
12. AREAS INTENDED TO SUPPORT PAVEMENT OR NEW FILL SHALL BE PRQOFROLLED WITH A ELECTRIC MANHOLE ~ 20 TO 30 TON LQADED TRUCK OR OTHER PNEUMATIG~-TIRED VEHICLE OF SIMILAR SIZE AND <C
WEIGHT tN TIME PRESENCE OF THE GEOTECHNICAL ENGINEER TQ LOCATE WEAK, SOFT OR J ~ ~ H
TELEPHONE MANHOLE Q EXCESSIVELY WET MATERIALS. AREAS WHICH PUMP WHILE PR00FROLLED SHALL BE ~ ~
UNDERCUT AND BACK-FILLED #N ACCORDANCE WITH CSI STANDARD EARTHWORK STREET LIGHT SPECIFICATIONS. ~
TRAFFfG SIGNAL POLE
13. CRUSHEp STONE AGGREGATE IN ROADWAY/PARKING AREA PAVEMENT BASE SHALL CONFORM ~ ~ ~
QVERHEAD TRAFFIC LIGHT ,i(,~-~ WITH THE STATE OF NORTH CAROLINA pEPARTMENT OF TRANSPORTA110N STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ALL ASPHALT MATERIAL AND PAVING
POWER POLE W GUY WIRE OPERATIONS SHALL MEET APPLICABLE SPECIFICATIONS OF THE ASPHALT INSTITUTE AND
J ~ ORT CA QLi A D FARTMENT 0 R S OR 0. N H R N E F T AN P TAT( N
POWER POLE WJLIGHT f~4~ 14. UPON COMPLETION QF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ALL SEOfM£NT FROM
POWER PALE. fd' THE DETENTION PONDS AND RESTOR€ THE PONDS TQ THEIR PROPQS£D FINISHED GRADE. ALL STORM DRAIN PIPES RRE ALSO TQ BE C M T Y CL N D QF A }L A D D BRIS AT 0 PLE EL EA E LL S T N E ~ ~
~ LIGHT PALE ~ THE COMPLETION OF GQNSTRUCTIQN.
WATER METER ® 15. CONDUITS FOR SITE LIGHTING SHALL BE INSTALLED, BACKFILLED AND PROPERLY COMPACTED PRIOR TO THE PLACEMENT OF BASE, PAVEMENT, AND CURB & GUTTER.
_m.__.~._.._.w.,p,A_._.._-.__„_,,._ WATER VALVE
8"Vd ,.._...m WATER MAIN W/51ZE 8"W
FIRE HYDRANT
FDG FIRE pEPARTMENT CONNECTION AFDC •
o ~==G GA5 MAIN W/SIZE 2"G
GAS METER
N O ®a~~ ~'~~a~ ~ g
n Q GA5 VALVE 5
n a TREE ~ ' ~ llA p~ b Y? C w
3~" OAK 34" OAK ,Y.., 9
--X----X-----X----• x-- FENCE LINE -X-X X X
C W
° -ysO- - CONTOUR LINE W/ELEVATION -~---•960----~-•- - .o
a ~ 1t3O4•.9 SPOT ELEVATION ~ •r eft°t~GP~Ew~'tSt a.
M
~ BORING LOCATION p _ I DATE 08-19-08
DESIGN OC:
m r-r Cmr_jN . L,vvq inQL rviiYi W/ COORDINATES & ELEV. €v 1000322.57 CADD QC:
E 1041437.25 DESIGNED BY:
ELEV. 852.78 ALL EROSION & SEDIMENT CONTROLS, AND TREE DRAWN BY,
1'•' .inn CONCRETE . PROTECTION MEASURES SHALL BE INSTALLED PRIOR SHEET
..o M~ TO GRADING. c0,
o°$ J Ov
0.W

TiE 'F0 N,G.G.S.. ' Cp "pHE1.P5" . , O 9
;500;991.25 RlyO N G,q E,.743,62U 8A54 ~'B.b
S ~Riry , NAD'9~

4G 4 2A ~t1 86: 180
N.C.G.S: "HIGNtANDS" . ~NG HWY 64
SIN.'} ~ 2 4"8'25"~ _ n N;.5Q0,3~ 9783 T4 CASHIERS 5 E;7~,6G8,54'74 1642
1: 5~~4`. SB i inch, - 4~}, ft: ,3q,31 S85'2f`57n ~:3e ~:3$3Q.11... OhasF~ut
e COld~ 33.39 N86 32 ~7 E~3 ;0:99; COM81#Ei1 GRIR FACTOR..:.
_ . NAD ;4:9~9744T9 : ' . ~NAD'~3~
NC' WY 84 ~r . .
.
o ~
a ~o~. .
R SFr: ` T6Q3
o? ~L~~~ a , ,
~~PAft
_
. r ~CHMARK ' pF' HYQRANT'
t _ ~ . CORNER ' 3859.9 . ~ - » N 4995,40.359a ,O 9~.. 468
i1 ~yL ~
$PFIAI'f FAVkV. r~+C' c~,~' ikYs3953.5: . A 228:7 3 WAL ~ _.ti AAA. ~ ~ ~--yea,. ~ ~ " mss: HARRES ' , . LAKE '
,w PEN... 9. EPEi .,r~,~:~:.;~;` Eft ~ pUNp}
1 L~ V~CI~ITY ANTS

a fl9,is385xt
~ ) ~'r ui. W
f
r i EVERGREEN TREE:.
~ ~ ~ x: : pECiDU4US ~ft~
~ r 1N .3951,2 ! ~ ~ / /
1/ .:r I ANI~'ARY 'S~1N~R iulANNt~:~
p. ~ , ~ ~ }
GRA'~ cL. , . ii~oi~ ~ouEVD,~~w~ Ev~rr"p~

Z _ ° ~ ' ~ ` N ~ ~QE~
X ( ovERMEAQ ~~ic~ECA~. LINE
I r~ ~ ~ ' , . 1 ~ -,.t V ct? ~ CAL~ULATErD P4lNT
R. ` tir... h" . . ~ U ,:A' C~lP ~ CGE~RUGA~'f~C~ M~'fA~ PEP!" . G~'.~ . ; Gflh9l3lN~3 GRID FAC3'dR
~ ~ 1CKS ~ . ~sata~• ,~N~R'~kt".,~M~i~i~~ DAN„M
w , . ~ N~T~ . Tt?~SG.~4t,E
~t t..._, QMMERCEAL j~ I . '
; .
PROPERTY I5 :CURREN7I.Y ~4NEQ D~3 .
5EE ?OWN OF NiGHi.ANDS ZONING ORDINANCE ~'C1R . SETDAO{t RERUIREMF~(TS; /ll'
CUI~REtiT IAX RECOR©S USED TO IDENTIFY ADJOI ING
ry~y PIN , ~ PR4P£RTY QWNERS: SURVEY PERF'ORMEfl .iYIT}tf?UT A _
,PEN ~ ~ ~i 399tir ",f TI'fI,E R~'ORT,, 4i4iiGH .MAY RE4%AE. A~1Dt'ltt~;AG:: Ct?H- +r'' i+EXANCES..R1Gt1T T~ V{AY, EASEMF~IIS OR QTHER. '
1 ~ ' . RESTRfCT1QN5.Pi4T SHDWN. '
ti AtA, BEARENGS. AND DISTANCES ,ARE HORIZONTAL
y^~„ ~ ~ ~E, . - 1' `GR{}IJNp lAEA5tJR~lENTS UNLESS:UTl1ER~ISE SHt1N3d .
OT ~ A , ~.Y
R. PROPERTY-O4ES(~ DOES NQT 7H U£ IN A.~.OQO
^ ~ : HAZARD AR~Ac AS f?EfTNED 6Y, F E.bi;~:
:.,.,...wm ! ~j ~ f (RRE~t'CO~PUTED BY CO4RDlNATE GELIM~TRY)
. . ~ ~ t ~ 3
RA wti ~ , PftAP~'R1Y'~WN~
Q
~ ~ tVl~l-7~~ l~~Jtr~i;.~i.AiilL7.
~ - P Ri~~' `534: H/GHJ.rINDS NC: 2874f '
1RAC1' f PJN:7449.06=399597
~ ~ - ~9. ~ ti. ?17ACT: 2' PJ1V: ~'449:OG«'J9-9543:.
~ IRAC7' A1~Y:7449Q8-~9~-547{)
p!N ~ 4" ERON REF~RNC£S
PEN ~ ~ J.DT suRvE?' FaR:
JACK A. Y~0T'F9:?E~J : AC TRACT eii: ~-zz ~a ~1~A~C~~ !N
H LC: R C~R~1FY ~F#ATI ~ti#S MAP ' YdAS DRAWN UNDER . 8lt: A-28 PG 49.4 'TRACT i~l;~VlN. A. Q A. : TRACT BK: E~22 PG; 369' .arJD ,
: M1" S.U#~ER~~ON FRAM. AN A~Tt1AL SURVi"Y: ~Y M>~; D1=!"~ E)~SCRIP~34t~ PIN: ~~4.9.0fi~-,~~46273 7RAC7
RRCUR~~D; `9N BQQK' 9?AGE ; ~IAT'~#E RA'RO .~F I P.RIrCES9pE~ A~ CAL~~II.A~£D BY tAS#TL#DES. AND ~EFARIUR~S IS . 6: I FOUKlM 'S~h'EF7 .
1:1f}.Q{3[I. , T#'iAT ~'F(!S, MAP WAS PR~P;4R~D #N ACCQRDANCE.
'~•TF# G5 47~-3qt: 11 C1 AS AM£~tDEO.. WIT#d~S5 MY" HAEV~ ,A~l~ S~AI, { } NORTH GAR4l.INA: J'fIGH[Aivps TPWNSHtJ~ ;~aC1?M GOVN71; A?c
'TMi5 7~#E ~.~DAY OF.' A iG ; 204 MASON' COIF TY; SCAC>r;4"~hQ' i3RAV1N ~Y;'KAH Fit.E; 056t)
sui~Y eY: Pi31<;~tas. >aAT~: oa/2s/24a~
MACON C0UN~'4'; GiwRTEFY 'MAT_ THE MAP OR .PLAT. ~'O;
SEAk. 1~H#CH THIS CERTIFICATION . #S AFB#XEQ, MEETS AI,E. mts suRVEV ?S ~ ~ i.AND. AND E L STATiJ7QRl` RC~QIiIR~MEN~'S FflR RECgRt3iNG, . suRV~v IS t3F ARI I;xis~nN~ PARr;F.4;. of ):IRA~i1NG ~i~.: C)56~---MY1.~R i. AND IS LOCATED N1TNlN AN AREA 4R
1dUNEgPAEJ'f1', TNAT riA5 RE6t1bK[6S PARC~I.S: QE gPAI:JTY,TNATriA5.A1~I4RDINANS;ETfiAT ~j p r ~bATSS PARCELS, QE'. LAND . _ I'. ~J T~11 ~1~L~
. REViI±W OFF#CER DATE 9.5.9:;itlh~'R/MON AVE BttJG:9. SUJTE' ~Q4. ASHEYJLLE` NC :28844,
E #ONAE. tANf3 SllR1~Y0R ~ .~..-439 PRQ.ESS. ,o~c~ {a2~) 252-saz~ ~Ax ~~2e} ~5~-e~s.~ ,

REVI~IC3lVS ~
V. 849.80
~ . ,,,r. ~ INV. 3833.07
z° ~
N
Jp",~ ~ ~
'4!
N
~,~..a~ ~ o d a
ar.,,,~ o U
a+tNE ~ ® oc z ~ ~
~ CATCI~ BASIN ~
~.M " RIM 3831.05 ~ w
38 8.15 S. „~.a+E F - ~ ENV. ~ k CATCH BASIN
~,,..a+~ ~ ~ INV. 382 ~ `w ,y z d
INV. 3835.71
~r Q`, ,A i <M, "'r~F~ w~ r.,,,,sr~" ~ x ,.-,.4, ~fflS~
Ff g INV.- 3834.0• ~ 0 - - _ ~ 38 ~ wrv ~ ~ o GENirtR R , .
} ,r c~ C TC BASiN , N. m...~. w .t 5 BUI,I-DING S>T ` ~ o ,o ,1~ETI»~ ~
/ B~AG~ ~ ZI 41.85 x~ ~ _ ~ _
N ~ , , ~ Itl
p ~ ~ ASE ~ ¢ ® ` 5 BUILDING 5ETBA~`K ~ yp :r !A
LDG 9 " ~ 'Z ~ r G ~o 'G ~ v , t'
` ..w. ~ ~ (n -ri ' n 47,1 FFE: 3845.5 2.~ ~ ~
,.t ~0 ~ ~ . ~Ct , n ~ ~ r
F ~ -c ~ ~ CATCH BASIN ~ , f , ` ~Y ~ m ~ ~ I ~ RIM 3842,36 BLDG 12 r` ~ tf U ~
BLDG 99 ~ 1 ~ ~ ~ t ~ r
<'°z R , rr S H ~ ~ 1 ~ ~ ~ FFE: 3847.6 147.6 ~ IN ~ 3838.06 FFE; 3$47.$ ,f° , ~ ' ~ ~
RIM: 3844. ~ ~ 45.0 ~,1 i tr+ ~ ~ i ' . 4
INV IN:3840.0 ' ~ ~ 383 i 1
INV OUT:3839.85 ~ 0 ~ , ~ # YARD INLET ~ ~ o ~ H Ix'
y" k„ , •c, - RIM 38x1.36. ~ ~ ~
MA r ~ ENV. 3850.46 3 ~ c1
{ r ~ ~ ~ ~ ~
q"~ • 384 f ~ ~ ` ~ ~ y- ~ ~ , I F ,r ~ ~ r 1 MQ~
.t` jt fG~ ~ pg
f f 1 5019
~ } ~ ~ / ~ , I . ~ a. ~a ^v.y ~ f 846.3 .p ~ ~ 70, r iA
BLDG 2 p CATCH BASIN ,w3$54. ~ Pi
~ ? r' ~ ~ 10 UTI~T'~ 1 0 FFE: 3849.5 BLDG 40 RIM 3846.74 ~ + 85 .69 ~ ~
` S ~N , EASE f " , ~ j ~ FFE: 3859.4 f 0 INV. 3840.36 BLDG 9 3 . $59.4 ~ a t~ r : FFE; 3$55.7 ~ M 3853`66 ~
N ~ ~ . ~ INV. 3852.76 ~
~ / ~ ' 37.45 l r 4 ~t t° ~ e cv ~ ~ y
J ~ i x r f ! t~ ~ y
< P "r R ~ R s
. 49.25 ~ ~ SMH ~ a x ~
i ~ 9
3 ~ h to MANHOLE ~ ' r ~ d ~ ~ W ~ o
• - ~ f ,o 'CATCH BASIN r r f ~a55 ~ A r~ _.r;~,.,. '
~ ~ ~ ~ ~ .Na ~y f y. CATCH BASIN f RIM 384$.62 3`
•3 w T ~ 8S ~ IM 3846.84 ~ . 38 .3 p q INV. 3842.22 , ~ ? ~ ~
~ ~ ,INV, 3840.14 ~ ~ ~ ~'S b f ~'i y r BLDG a
r~l 6 r BLDG 9 ` a ~ ~ ,.E ~
/ s BLDG 3 ' . ~ ~ E: ~ g .e fi 6 FFE: 3 FFE: 3$52.9 BLDG 14 ~ ~ 3856: 9r7~ ~ ~ ~ ~ - -
1 4 ~4. ~ FFE: 3862,6 SMH END OF PIPE ,~,r ~ ~ .r~ A 2~ . 1 ° ~ ~ < w... RIM:3848,7 NOT FOUND FFE: 3859,3 YARD INLET ~ ~f '
- ~ iNV IN:3844.1 ~ 2 A . I~ ~ ~ RIM 38R5!~'n~6.90~/~j
- .T INV OUT: 3843,95 ~ ~ O,o'~~ 4~. 0 2.4 7.4 +iJ 13~~ f IN TI 3VV5,8V ;r. ~ o
~ ~p g tit
r 4 i ,+f
r` cATCH BASIN f~d ~ ~ ~
S8 ` T ~ a~ ~ ray/~~~ fir ~ ~ RIM 3850.01 ~
,a / aA ;INV. 3845,41 ~ ~f ~ ~ I
~ SEWER / A ` ~ ~ ~ " ~ • ~ S 8 , f y, , •,9~ CATCH BASIN ~H BASIN ~ ~..,~T, ~ ~y'S
_ .,°`f ~'`I /~F 3854.05 ° 8~ w. ~ ~ ~ RIM 3851.05 ~ _ f ~
~,a - ~ 4,' , 4 . ~ S r~ INV. 3840.50 3840.50 ~
LARRY R, BRANNAN ~ ~ ~ r F ~ y ~ y~~ f j
AND FFE Ci~ERIE A. ~ ~ ~ ~ ~ a' ~ ~ ~ ~ ~ U~ ~ ' j { YY7
. - _ S ~ S , RIM 385 , f BRANNAN DB• C-22 r ~ ~ ~ ~ t ~ 4~'//~~' ~ ~ INV. 3841 ? r I
PG; 560 PC. 2083 . _ ~ ~ _ ,a 4. .
BLDG 4 , & 55.7 ~.T, . F+ PIN: ?449.06-39-5515 - ~ - ~ k U~ ~ f
~ ~ ° 863.0 ~ ~ 1 ~ FFE: 3 F ~ ~ ~.n R CATCHBASIN
38 , ~ RIM 3851,28
~S r, f ~ 'INV. 3840.83 -
, ~ ' , ~ ~ BLDG 5 ~ n t (F" ~ m w 4 F f ~ I SMH F ~ vi M ~ s RIM• 3858.6
~ ~ ~ FFE: 3856.2 : t.. ~n,..~ t ~ A
~ ~ ~1AN OLE ~ INV f~1T: 385fi~. a g,J t ~ ~ ~
F. ry~ ~ r~ `a. ~ ~ ~7 ~ t f 9 ~ . h~ •`t 4 ~ k'\,+.9~ ~4 Y~ yy , ,x f ~ .ih n f ) } ~ If y? e +r,,,~ ~ ^.y~ " ~ ti ~ > 1, l . ~ 385 ~ ~ : :d`'++' SMN ,t ~ S ftr „ CATCH BASIN ~ ' ~M ~ ~°`~--RIM 3860.45 tt ~
RIM:3853,5 r ~ INV. 3856.55 ~ ~ ~ ~ t/'1
~ ~ ,t ~ 4 < ,+g '4~ , E ` o f, ~ ; ~ 4 r CATCH BASiN ..M ~ ~ ~ k : ~ `RIM 3845.30 INV IN:3848.5 ~ s
' . 3 ~ ~ 56.4 ~ , ~ ' ~ ~ 8j 3890 " ~ S '`t ~ 3 ` ; ~ INV. 3841.40 INV OUT: 3848.4 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~.I aG.,, ~ ~
86 'pvf ~ ~ i~
,~..b . ~ ~ 3~p .k~ F,, ~ BLDG
~ 4,.~f.D i ~~yk`',~ '6 ~`h VAS ~ E: 385 .9 ~ j'F 5~ BUILDING SETBACK ~ ~
° € BAS MEN 846.3 ~R
6.2 ~ ( ~ ~ f .,`3 60.2 r
BL G 7 ~ ~ ~ ~ iii
~ ~ FFE• 3$56.7 ~ ~ ~
F
® M ' ~ Q BLDG ~ ~ ` ~ ~,r ~ ~ -N-
FFE: 386Q.7 "
_ ~ E a~ r,., t 1 ~ J S f 1
1 r- ' e g .«v - { ~ t ~ i ~ ~ 11! ~ ~ g~~(9 e ~ `
v • _ f INV. 3841. ~ - . ~
~
tP `"s N D w
A. worroN _ E JACK ~ , s
~ -2$ PG: 414 { ~ ~ ~ f ~ : ~ ~ GRAP~IIC SCALE
BK. A
PIN; 7449.06-39-6273
~ ~ ~ tN FEET ~ ~F<f2p~,`,.
1 indt ~ 2t} ft DAIS 0899-08
UTILl1Y ~ISCLA~ME DEIGN OC:
~i~i ~n~c ~eY ~YICT UUNtC'i~ ARF' NOI' SHDWN ON `rHE CADD QC: "
x0x b
PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNED 6Y: „ CONTACTING ALL UTILITY COMPANIES HAVING UTILITIES DRAWN BY:
0.~ WITHIN OR ADJACENT TO THE WORK AREA. THE
d~ CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED SM EET
a AND COORDINATE WITH UTILITY COMPANIES TO HAVE THEM
RELOCATED WHEN NECESSARY OR ADAPTED FOR TIE-INS. c1o
O
I NMI'

(~F REVISIC]Na
.w„ ..f,r-.. ,vr,.."'_,n _..,.r' ?:;3 ~:r*e v;~}u~`n..fa.~fi ' ' x ~ ~ C~~MO~ITN NOTES ~ gym,. ~
;r, ~~i ~ of a ,;~M.. S.~ I t^
F':" ^ ~ "f`~ THE PURPOSE OF THIS PLAN IS FOR DEMOLITION ONLY. ~
r.....,,_
cv • ,err-~~''°"~~ ALL NECESSARY PERMITS FOR DEMOLITION 5HALL BE OBTAINED BY THE r..~-;-~ y"..~ CONTRACTOR PRIOR TO BEGINNING WORK,
~y~ jam. .,r^
3, CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING
.s°~° DEMQLITION WORK. ANY OFF SITE AREAS DISTURBED SHALL BE RETURNED TO A
'°°Lh ° CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. v N
: Vva" t4
f . ~ m ~ ~ ~lt= AR~~fi 6 ~ E ~ 4. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON-SITE. ALL DEBRIS SHALL
^ - ._.....m. . .sa4'r~"^ S BE HAULED OFF-SITE TO A DISPOSAL AREA APPROVED ~Y THE STATE OF NORTH
wlM~" ~ .7S Fin,"pR S xi ter""' EXISTING - ,w CAROLINA FOR THE HANDLING OF DEMOLITION DEBRIS.
_ Nom,. J. fi.la e e..s jf ; .d_, ..7... M.-_ w DRAINAGE PIPE ~ T - ~ . . " ;ra = ~ a~f = .~~k 5, ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM
f " TO BE REMOVED _ ~~A ~ -w ~ ~,~t ~..~-w N M~ ~""~~~~.~fy'-'~~~-~`~"°"-`°ry DAMAGE DURING ALL PHASES OF CONSTRUCTION. ANY STRUCTURES THAT ARE TO
` ~ ~ f' `ix'' art z==~° REMAIN THAT ARE DAMAGED SHALL BE REPAIRED BY THE CONTRACTOR TO A
ryY'``~~,. CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL
~ ~ ~ Y~ ~n ~ .a w:dtd tx ,n. ..:w °'~w - 1~ ~F4 rC r'``' J r` ,~},?ice, ,~a. ~.",n•T ,',/S w`?ij~.,+~cfv;,v ..-...r-ri~;r.u,rw,r ~ 971 G ~ ~ ~1~~'~~~ COST.
B. CONSTRUCTION ENTRANCE .AND SILT FENCE SHALL BE IN PLAN PRIUR TO ~ -w ~ ~ ~ ~ ~ " ~ ~ ~ ~ ~ DEMOLITION OPERATIONS.
25 DUI ~ ~ s,4 i ~ ~ > ~ ~.t, m ,a ~v - ' • r ~ ~ r ~ ~ : ~ , q ~ ~
i ; -..,.:..~,-.„,...z `w - r, i l#.~,+ a.~m"r+^G E a,3 ,r~`~% . _ , ~ ~ r,~ {Yi~ !'L1~~ ~ Y _ 1 ~ ~ ! NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL
` METHODS AS MAY BE NECESSARY FOR. THE PROTECTION AND SAFETY OF THE
i F 5 fry 9 d'~fl ~~'y ~ 'y•~ rr,."-,., ~'E. -^i1 l ~,S iFi,.. 4 r r' M.. k'R ~ k~i ~ ° w,~ ' ±n'. PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE LIFE QF THE ' ~ -
n, ! ~ ~t Y, C?`~ ~ ~ 4' ,=~rJ..~.-. '\a.. ..d' f4a-.9}3~>~~s~ ,~r:ti-.,-~,.>. ~j~'~ r ,~5' BUILDING SETBACK t ` ' f ~ _ PROJECT, .a..n.,....+-..,._, t.,... _ 4nc.Gaxac~°n 'frrt.,~ww~,+~.^~o+~,emw r«mm.~a-m,w; ~
r'' EXISTING ~ I.... .m..
~ R >TM~ 11 ~ BASIN TO ; . ; ~ ,r~._ ; ~ ' ~ ~ ~ F ~ ~ 8. ALL STRUCTURES TO BE DEMOLISHED SHALL BE GOMPLET7~LY REMOVED ABOVE AND ~ ~ rti c~ ~ ~
j~ l .i p' ~ ,,,rs y / ~ i. t =,.~=.,,.tea„ 'E } , f ~ BE REMOVED ~ ~ ~ ~ , fr•'''°, - ! # ~ jf F % \ a'";~ .:`~r'"~i~:;,~ , r wf°" r r ; ~ F3 i ~ C. , ~ ~ ~ ~ s ` BELOW GRADE. ABANDONED SERVICE ONES TO T'HE STRUCTURES SHALL ALSO BE p o ~ ,h ~ t II'~~~ a U c~
x 3s 5 1 ~ c`--._ _ t` i~.....ow f! .r : - Mfr t a~~ ^ . ~ +6 ! , i ~f t' ~~jww++- ~ ~ - , ' ~ ~ ' REMOVED. t~ 1 ~ ? w i~P! ~'"5 ~S°t` 8 g d r I ~t ~~y} ~!/'~i ' ~t "'f>' ~ M~[ Y'41 tis R P~ S f F'' w ~i ~ V , y ,
'4,~ ~,m l C..u' ~ ~ - ter', ,F 5+f'd 1'<I 3 1\i i . ~ . / ` "'a,1t~ J2` I ~ l 'G . Q ~ 1 t t '1 ~ aR}} 4i t c of C~. P ~ t pia # j ! ~Qt~i1 t~} s# ~-µa.;.~;z _ ~ i Y 3~ ~ 9. CONTRACTOR IS RESPONSIBLE FOR AIL DEMOLITION NECESSARY TO CONSTRUCT THE ~ ~ ~ o
! / ~ : : r ^.f / ~ ,y+ ~ r~~ •~~Sno ~f ftief .sfa.., i t i~. r ,'s s .,,.,~,,,_E M f . ) fC ~ _ = f ~ x-' ~~i ~ ~ ~ IMPROVEMENTS CONTEMPLATED IN THE CONTRACT DOCUMENTS WHETHER OR NOT ~ ~ ~ ~
I C,.-„ ~ ~ i. r r ~ u; ,r 3 ;r„ ~ r ~ ~i SHOWN ON THIS PLAN, cu ~
~ ° I j; U r'~ rib ~ ~>t:*t 1 ~ f ~ >s ~ ~ l 4t, 't f/F 6 i y,,.a~. z' C # ' .n Q h4
~ EXISTING ~ EXISTING ROCK " ~ ' ,r' fEa t 1 / t~r~.( f { ~ 4,. _ ~~J DRAINAGE ~ _ ~ rr- ,r " fQ~-2 t~ k~ m_ .~s F ~ f WALLS TO 8E - t ~ .`3' ~ W,5 _ `a ~g5,?"^',r~,'++^-,./.,r-. E ' , ~r' °''.,~.m; - t~r. h+l =`"a' N t ~ ~ u k 'f r t i ' f., ~ i 1' l~ ~ •,"~n 'i I ny
' > , ,~U4~ ~ I ~ ~ PIPE TO BE ~ REMOVED ~ I~ x •5. L / t rr a~~ s 4 s. z.. Y ~
1 ~ € r ~ ~ ~.f ~ _ .,..~,~.,,,~.r~,,. ~.,~s 3: - REMOVED f ~ a € ~ / a~ 3 j Y~ As i pn i ~ ~ ~ i e~
c ~ ~ ~ f~ ic!- v'~^s ,t.+fSsVJW S f' i 1 l fem. / ..,n. ,-.-~,r,.„ ; r a.. w sJ ~ i f`
11'r ! i s~ rr`''~~ { ~ ~ ~ f, .,<vs~' ~ a' ~ S ,J I t". .+,-.-~•.~.--,,.-a- S _ x`'~, r~ i j' k r ~ 'r ' rill1 i / ~ °r ' yF i~ f 1 • r~~ ~ ~ -
g,a~ .,.ri..Y.z ~ ~ t ~
' ~i $ s a' ~ j ~ ~ EXISTING ~ r 8 r t r ~k, i' ~ s 4 " ~ - I i ~ WEIR 0 BE ~ E ~ s~ x€ { , T £ 2 ~f ~ r i f 7 1 M #
z~ },v.... s., ~t:` .'~,w; ~n ; ( # REMOVED , ~ _ ~ c s f$ 4` a ~ yy t, j
z~ ~ ` k a. il~ "~rF~ 1 9S f ~ ~ ~'~y ~ ~
> ~ {1~ ttz"C 4„f 4~a ~ r ;.t;,.v 9.'s I F t C t ~ a<' 1f r 1
'S"'v . , Via.. i. .'S 4 I. .\a ~ ~:`t t, f ~ ~1i-: 4: ¢`-...,,-n..,~.• 'fk ¢v~ .f 4..5 7 tt' ~ axir'` ~f ,F F z~- ~ ~u+ ~lb s~ c- - Yr • r~Ft;~ t kr'~x~ra lWc,13 i, sr J' s 4 ~ 4< F 4 ~i r s i.C ,i 43«eT 4! ~ ~:f3f.it ~ tF"a yf.
~;y ~k"ry R e~ '6 ~ i ~ ( ,>n~ f..,.k P rMi~^,,.. "i ».4 e :{"",'i`'~ ~e% w ~'t r'~' , `rr'S, i ` e ;r~ f~.: ,,t \ g s. t F - E 't i.,- 1'Z ~ _ _ i uf'h f~ Y[ ~ '[i < t t Y ~ ~4 ~ tS ~'fii cf'~i~~ 3 i
py,, ~ ~~1 ~ ~q3 Y$ S~ ?m f 4"~y x. 1 ' $s,.. ' ~ F ..P~ .t ' { E 1 '""k. _ s. i'~>",.2 Yx S '~k,.cr W ~ rs„,a: y " s."" t! 'r,.,w„ t j' °4 t y s `=a`~ - r ; i ~ EE i z, ¦
{ ~"'r g ,~t^+~ P, b;~ t Mz` t' °,'s ''"~.,.-r......,,,^ _'r%',~j ~r,:~' j 1~ 's i,,J~ ~y?.'4~,? r~ ,r ;`t v',..w ~„A i #;,,rr ~ •~~:..t!..~' ~ 4 ; ~ ,f 'Y,ifc" 1 I,~'t ft. ~"~..ojr,, ~ j ~ tip ' 1 taw
4 ~r p„"',~,~ F'`,~ , ~ ""3 ~ ~ D^x ~ s , t a ! ~ f-~ `S/' r~5 l~ ~ z,Y ~ p r ..w.._..,.:... r 5 ,
~ ~,.~r _ ~ , s ~ Lb ~ ! XISTING ROCIf ~ i`I ~ ~ y OBE _ ..n
Ii \ \ 4 ? .,r,~'?,,- \ ~5 'r,_'~ ~l-` EXIJTINV ~ ~ ~t ! .i~ j~
, ~ \ ~ REMOVED f ,
I ; ~ ~ ~ DRAINAGE ~ ~ z ~ , r. . r~.,~._ Y PIPE TO BE x r` ~ ;~v Y # ~ ~ ,
,~A.>f;r _ ~ M . , REMOVED 7 x~ § ~ . 1 # ~ " y;l 4s~ w.F kt r C:r~ Serf F f• ~ r/f: - r
rr~ W 3i u.iif Tk .Y„. pF s n-'" j ~,.^:u,~n ~ \f ~ ~ t f % ~ i 1j) ~S
~ d ~ a"' ~a 41 ,y e
_ ~ t {v~ 3`= : : w.?4,. E- ~ ~ t ,~f~.~.;.-¢' ~ Sri- I 1 ~4 ;:~<..c. 6":. _ E e. ` _ _ p' y? ` S2`~v ~ r ' x. i1i 1 C ta'~5a'. ' P Y ~ # z ~r ~ i ~ ~w~iwww~w~rw
, , r , d ^ f # r~, C ~ i f
j°, ~1 ~ `4.. ~ ; ~ ~ t ~~i. 1 V'y ~'•w•' 9 i a R ~,.s'~ _ fl p >'F b ^a;( } ~ ~ J t ..1 & `w:, 1Y.S i ..34. i9#,e _ / ~ J ,F ~ 3 t,
'^..m 3 _ i€ fl u a V ~~.y a~~" ''ti tz. ~ • i ~ 't ~ t k . ` ^r^.^*w~.-vim 1~' a.~ # 4 _ 'y~ N ,rte 1r x, s s f ~,r z~'~~,"~, j
9 \ x-., 1=XISTING f4t~'\Vi'.-..,..1-' ~~F~, et ' tx sr ii 1f - -'ir (yv, ~ ~x; _ ! Cn ~`s si f r- '°^-s,,,..~ . F ! t r Ar. i~ ~i fi ~ SCS x . Seg r. ~~w+,f.~,l~,.t ! ? d , ~j'
`V qq F ~,J~~''(j'~ tt'~y 5 4 t l ~ 4 ? ~ ` 1 1 ~/j~f`L{'F I,_'.,r...«...",.....~_.r.v'. ri '`,'w i~,~,.,~ F~ j r' ~ 7' d ~ t i f
%``{'~j 'V , " ~ i \ BASIN TO E~a~. ~r19.~~i_:,- i \ ~ k_ 1 € t . ~ ~ r~ ~ ~ ~ '4' EXISTING WATER y r ~ _ ~ r r . _ Y { g D 7i 1 , ~ ,r' " d
- w ~ r. •v E REMOVED - ~s \ 4 ~-'-.w-^. , ~ a„t: t 3 ::pit i . e~- tt J .s"~.'„~~ ~
\ ,,`w, ~ ~ , t : STRUCTURES TO ~ ` „I.~ _ ~ H Lf; r r , ~ ~ ~ ti BE REMOVED ~ ~ S I ~ r ! F ~
i' +,t, d , A of ti.`, ~ ~ ~ ~ ta; ~ E CED 'k . , w ~ ~ M ~ \ ` ~ m, , a.,. AND R PLA ~ ~ l ,:~v',
C~S . s'~r, , `ti, .y ~ 'k,~ ~ ~i? ~ ? ' "S. d^' n ~'r y, x° + a J , 1illYa ~
'Ys ,x~,y i r ~ \ "S>" '•f, T Jy, ~,1.F ~'I~, .-."'a"~ i ~ f', t.`lr,- > ~ /sr , x F, r w`- pY~ g v.ril,rl§ .Jr #a2: ~ Sf, _st, ~ t E t ~ h ~ ~.f~~~ ~
9 , ~ ~ DRAINAGE PIPE ~.1 fzs ~ 'F ~ . `k. 4~, ~v: t s~\~ 's ~ o f f a ioY~' ! ~ cwt= ~ ~ v:~ ~ TO BE REMOVED , ~ w ~ x } ~ F'' f E +a'FG Y ~ of ~ f
~x
>js, * , w 4. , ~4' ~ ' \ ' 1 t ~;II ~ , e'er. s ` 33c~+,, i n. s 4 m?=~ _ 4.`~ / ~ "G~~„J" ~^`ev,,. ~~t ~S~ t ~"`w:-=^`"-.'~'. ~
e _ ~j;. ' ~ , . ~ \ ~ \ ~~;~.ga'; { T - - _ 4 , ci, .,a. EXISTING J t~ s ~tai+' 1 \ r`r z 6 x,;,hw'. z:.;\. s`~'stri ,r ` ~s"'"-,~»cmx""."*-~wr~;,.. ..n f a . ~~4 n,-yw,. ~ ~j /f f ~ ,~f 6 ~ ~ ~
,,4 rv r _ _ ! ~ ~ ~ r t ~
\ ~ \ ~ ~ ~ , ~ ~ _ ~ ~ r ~ •,.*ti , ~ : s- t1;~~.~''F~ ~ry BASIN TO ' •a _ ~s~ ~ .W. 'w,. ~ ~ ~ o ~ ~
, , F x . .3t° 'ro RF. - ~.r~ BE REMOVE ~ ~ ~ ~ , b'a ~ EXISTING ~ ~ i ~-,,._,y , ,
--t R,. , ~ CATCI-I_ w"~:~: v,ta.ftv4 7 s~,-~.~ I ";a b ' j ~ f~ y~
. - ~ _ . , ~ ti BASIN TO 6 _r ~ ; EXISTING ~ g
, e \ BE REMOVED ~,~~f _ ry..~-~ i ^ , . n;.~. ..k - , t ' .w ~ . ' • l y ! i ,S ` y , t ~ , .+-..i ~ ~ y - 4` { t~ (j Y Y y 1 : ~ ~ ~ ~ ~ ~ ~ r~ ~ CATCH z ..J ~ ~ vy° M~r ~ _ _ ~ BASIN TO ~ I ~ ~ ~ ~ J
, . t , , v 3 ~°e ~,v - v , , n,~'' :EXISTING -~~r~_~,,,ti~; „ .f^ \ ' `t, ~ i;~ "n.t`",~, ; ti_ k~ r.. zc c ' P Ef ~r t"r+s. 1i, s:i .,.a r , 1 ~ r ~ ' ~ ~ BE REMOVED
, , \ \ ~~t ~ , ~ ~ ~ DRAINAGE x' .M,~ 6 - ! ~ ~ E { f,/~ ~~~'j"~ ! EX STING ~ ~ ~ ~ 7i . I ~ ~ ~ ~
, ;~r. ~~~~,x~. ~ v.° ~ ~ ,,~'r°f,: PIPE TO BE ~ a F , 4 w "a -"'j~ k ~ m `'x, . ~ y , ` ri,' - z4 s ; 'a ~o-~,r i i ~ ,r r i R i g ! ' ~ 1~Y.. 0 e4°~, l f \ fr ~ ~ - Y,: 3' ~Y ~ I t 1 ! VLD ; ""„..,,;..,,.v.... J f ~;~;f 4 ~f , ~ ~ ! S DRAINAGE d lv %
,1. \ 'x. \ \ a`a. , J ~t~r 4. ..Y , y~ ~ ? • ; ~ : E i I / ,.r r ` ' i ~ k~ ~ i f 1•j »,.,..a. . ~„4 ` y. yam ,"'y,..,,`1 ~ ! t t ~ 1 ~ ~ "1. ,~,,.a~~.^',~ r ,ti k^~f/~~~x ~ j} ~s PIPE TQ BE © ~ ~
.„W - s 4-.., \ , sM , ~ r ~ a ~ ~r,~ ~ '~.J r r F r. a' ,1.~,K+..,.,1 .r ~ : s _ REMOVED
" \ ~ ~ ; ,F r\e.~ ~ sue' a ~ 1..~ ~ r r e - ,-F " ~ . ~ ~ ..,.»m,.- - _ \ "ti a.,#f~" \ ~ f , r _ f 3 ^t~ / f, w~f .3 c ;a,. yY,P: il~'r' iE u~ a.~i~;~i„' e - ~ *`s ~ \ ' / ' "'e.,.ry d : - it s '`wa. ~ / : , 3 q,~ s~ „j ' ^ ~ ' I( f~ , A r,~ f F , I 'F t ' i V e ' s rw./ ~A
#ti~$t Vyy "s1 ~ 1 ~e ~ :1 ! ' \ b i 2 f~ v~. / r h.,.,i `.~,h£ i'.+-:. ~ .ws"v 1 ~ I. y ,,7 r I iti 5 3 ~ t F t,> F l r ~ ,FF., i t a ~ \ } i e y 3 F : i t Jay ..Y t r F ~ h~ 1 11 , ti „ , _ ~s°, r v"±n "'E, 4*~,?y .ors , ~ C„~s. > ` ~ J ,.a J t .S Y* ,1ks°:. r~ t ' C ? f~ t 1 ~ C M q
N i , ` a?F~€'. ,.,_~~A. 1 ~ t a "'".;Y rr~di ~ + '^-a,,,~ ? i,% ,fin. J ! M_,/ ~ # , a, t / , \ ~l ~ / s. ~ ~ , ` # } f , i ~ ~n ~ des
' . , y, . , " r ~q . ~ ~ .iF'1 \ 1~'" ; 1, a'`-,. .M i + t ,.,,,~f i ti. ~ S~ „n'^^^.,*T.,-~„. r 't
~ - ;t t ~ m • ~ ~ . r; ~ ~ d , r'...,; / :E CATCH i, ~ , _ ~ x " ~ , , ; ' ~ L ~ - ' ~ t ~ 1f,~, BASIN TO ~ ~ . §rn.,,:, , N_ , „„~S° ~,RU{L~kN~ SETBACIf f=Q f r" ' d f ~ >>f
I"C h ..,"ti,.'.~~Ma\^.. \ 1w,41~~~ 'S ' ~ q ~V ~ ~ a ~ a jj 4 3 { a~, v; ~ . v~ . ~ 'M 3`~ BE REMOVED ~ e { F 5 1 E
R k q/%~~p(~{ H_ 3 r P ilT r\/M~/j t ~ ~x rf P ~ ~5 F e ~ Y I
~'11/~ ~ ".ly o;'*,_ '4~f ~v a ~ ter' ~ ` ~f
f' ~f ~ Fa ~ i
a f
a„ M- i. t`' ~ t~} to},g Ci ~ f ti ~ r ~ ? q/~ q~ ~p % ' 3 f f ~ ) y ~ 4V 7l 4V ?V
' ~'t
g '
t 'gym,„..,. ? r 7 r.~ f 5[ jt if i E a ~ t ~ ~ ~ ~irO ~ IA~O* ..S? ,Y"9 5F. - '~y0`r
_ 5 _ - R J , 7.,_,4 ~
t r: rl f, ~ ~ ~ _ ~ M ~
~ ~.,rv„d, ~ ~~ir ~ ~ J ~ ~ ~
~~at t~~,"~tiw,~~i ~hC s.~.-:, 'S..FP ,h5...~ ~ t 8 4~l ) t ""`-~,,.,.,.w ~l f,, d/'~ ~r''`~ rte' r r} ! ~ fit; ':V V ~~~~a'~v
~ / €`-g> 8r% ~s ^'t^~*'i"e yr,;'
y ~'~r"„ m. a..,~ ~a ~,,d4;i-~.._i .'f ° i1 i ? '~~`9,f~ ~G213'y ~g*~@R
Q ~ ""?r k. j
Q 14g~ ' ` UTILITY DI5CIAIM~R uwT~ r oe-,s-o~
UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE uc..Nwr v, i.. III
PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DF, GNED BY CADD CONTACTING ALL UTILITY COMPANIES HAVING UTILITIES DRAWN BY.
m
~o 8 WITHIN OR ADJACENT TO THE WORK AREA: THE
CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED
m~ AND COORDINATE WITH UTILITY COMPANIES TO HAVE THEM
s 0 6 RELOCATED WHEN NECESSARY OR ADAPTED FOR TIE-INS. C2.n 4 V
,N o r

.-..._,,,,__..M ~~k ~ r ~~;t i
WATER QUALITY CALCULATIONS w, ~._~w_..,r._.... S
I PERVIOUS AREA - 40,615.56 S.F. _W.. - .._._,m._.~...__
k1
#MPERViOUS AREA EXPRE55ED AS A PERCENTAGE OF a
L t _ DISTURBED AREA: K --_-~._n_ ~ r~ i ~ ~ i
_ ~ , , ~ ; ~ RPPAR~ ~ r ~ sa : , ~,.,q ~0 y..__.__~._.~.. I~ ~
" i Y td.. r !.«`I'~i wF",xr, Y / ~O if 7 R REA - 35.21 ~ RESET EXISTING , ~ , r OF IMPE VIOUS A ~ ~ 3..
.CATCH BASIN RIM .~r=,~ ~~~~F s~ ~ ~ Rv - 0.05+0.009 38 0.392 ~ ~ .
ANA GRATE ~ , : . ~s ` ._n.~.. TOP3$38.00
-°'°'^s-..,.... r/ _ ~ ~ ~ . MODULAR BLOCK o ~
WATER QUALITY RUNOFF WQr : ~ r` ~,r ~ ~ , s v.. Mq ~ RETAINING WAL#. , ~
WQr - 1 0.392 0.392 ~ F. - ~ 204.31 _ _ ~ ~ .f , ^ tom.. T
~ r LIMITS Vt" r"' °^1 !,nt~~ °T,. z, ~ t .t~,~:a; _ ^ 'mil, s - ~r~ ,588'26'31 ~ , g~ r 14~2~ / ~ ~ ~ ~ . ~ ~
' DISTURBANCE ~ sa4.o - ~...n""."'(~ ~ WATER QUALITY VOLI~ME WQV : ~~J , ~ _ ~ f _
~ - f ~ ' TW ELEV 3&45,5 - Er , ~~a ~ ~ ~ WQr 12 IMPERVIOUS AREA 4 d,, r, ~ . `M
u l BUI~O'ING ss~~~x-~. BW EL~v ~ 3841 _ ~ ~ ~ . ~ N, 9 12 40.615.56 S. F. - _ -
j r-,,. .r to . TW ELEV 3$45.5 r r ~ ~ BW EV = 3841
1,326.77 G.F. - 1,330 C.F. WQ ~ ~ ~ f ~ ~ • ~ ~ a r~ ~ ~ N~ r ~ ~
r ~ fi ~ ~ ,ti ~ ~ / / i ) ~ ~
LiTY VOLUME PROVIDED - ~ ~ r : ~ ~ N, WATER QUA ; / 843.7 c ,°"~~s~~~~4~r ~~tr~~ ' ° BtJ1LDING SI~78A~x ,r' / t t ~ 1%, a
1 365 G.F. t ~ ~ ~ m~, x' _ , ~ ~ e i~~ ~ i i b e ° ~ ~k^ " ~.y~, J, .A P P ~ ~.P ti,rvd` .4 l ~ i . . 4% ~t.,j ~ rry,r LIMITS OF F 7. , } ~ r
i ~ < ; ~ BIORETENTION POND fr' 6 SCHI±DULE `-3 DISTURBANC 3I
J ~ ° I r ~ WATER QUALITY ~ 40 PVC t , f~ ~ i S S j i' r`~ l~ id 1 ~ V £`Y f u~sS~ ~+~1e~,iyyi$~` ~ S ~ F I r r ! i ~ J1
~w;ml I i WATER SURFACE ~ = UNDERDRAIN _ , ~ t ' ~ k2 PIPE 6 BERM FOREBAY ~ 1 ~ } ~3 'E ~S~I2'~~ .r~e''t .'s... wSGI r~~ i.J x ifi ~ ~ t f i ~ f`
TR GTION OF CULVERT BETWEEN ~ ;.~~..~,.xi,~-~ ELEVA110N = 3841 ~ # ~ FOR CONS U , ~ QQk t ~ c ~ F g~ r t 3 f 1 t
R 15 AND APRIL 15; f ~ ~ ~ f~~ ~:-,=r_...a~~~ g E x ~tE~di>,fs;'r f p 3840 TW ELEY vfUTV ~ ~C'~`m.+"M. ,a~;~r1,~}~ ~ ~,.t~ r~~:, `Gs4f.~ ~ ~ ~r i~ t E ~ G7 M t71 O1 t 4 3 {Yy d' , ~ ~ ~ fit i ~ C7 N N
f ° s ; , 1 ` ~ ~ ~ , ~ W ~ r, 6 BER 1:OREBAY SEC7lON E E ~ ; " y~
INSTALLING ! ~ ~'.m.~-.~::,>,~ -•.-~'~t, ~ Re~eR TO . ~ ESPONSIBLE FOR --~..~.~;r;~~ °,r.,~~..~,, 3s4o.~ ~ GONTAGTOR R ; SHEET c-10,1. f { ~ ! ~ b!1 ~ '~~i > ? r5 ~ ,`i ~~7 ~ jet ~ 1 ~ . , ~ m ~ ~ ~
O TRANSFER EXISTING ~ A BYPASS SYSTEM T ~ - i " . ~ 3e4a.5 X - % r... ..r ~ ~ r' ' 3'~~~n'.;£ ~ 3840.0 -p M LAR BLOCK I
GREEK FLOW FROM UPSTREAM SIDE OF ~ RAINING WALL . 1 ~ ~ a t t ` 3840.0 1 _ i ~ x ~ 1 ~W ~ W 6 S : ~ ~ `'a~ ~ 'tit vl ~ ids ~ . IV°'S +z,..-~..~,.. ._~...dG ~ rt a ~ ~ ,~t t~ 4 ~ _Q~ sal
THE PROPERTY TQ THE DOWNSTREAM SIDE II t , 3
OF THE PROPERTY TO ALLOW rW , r~ ~ ~ SCHEDULE 40 Pvc ' - 'r 3~~ r ~ c F 4, , F 3 i
~ UNDERDRAIN PIPE 3640.0 'f :P. ' T E HEADWALL 384{3.5 ~ ~ \ ~,.,.-,,,~„,~„w,x GONSTRUGTIQN OF THE CULVERT, H ` I ~ S ~ 849.7 A t r~ r j ~ ~ ~ ~ ~v~ ~ to j} l ~p~
' °y ~ INV IN3$40:20 ' ~ ` 1 ~ INTENT OF THE BYPASS SYSTEM IS T4 ~ ~~s : ; ~ ~a4o.5 _ i ' a ; ~ ~ ; Q~ ~S ti ~ / i ..+u.as..~p.,~w.:.~..+«~....~•.,~, f f I ~ I ~ Fr .7~ i~ J ~ /
n. ENT ; ; ~ ~.h I~ = i ~ PREVENT THE DISCHARGE OF SEDIM ~~tt 3s4o.o 511 ° ` G i ~ s ~ z ~'J,°
F 0 THE GULVERT CONSTRUCTION INTO ;J ~ ~ _ ~ ~ ~ ~,t~ GRAD ; ;w 7 - 7 1 M ~ i s t, ^ r~ r;} . n ° . f"a` ~ ° r` ` 3 1 •~yw~~ a, ti ;3 3 { f wi (,J M.,, ~o$ ~~33„<f'~E,.,~,.,,„,~ 7 ~ • JV r `1 ~fq
THE RECEIVING WATER. WORK SHALL,, BE f~ ~ ~ ~ 3s4r~:o HEADWALL _ y,.~.;1 ? ~ 'i.. T4 fa a}qqi~~~~j a`~`'~~r[* , yy ,.r y # ~ ~''iu~~` ,;~:.~'~i ij' i
MEND ~~I ~ 5 ~ ~ ~ •INV IN - ~ ~ ~g z~, . PERFORMED FROM THE DOWNSTREA ~ , ~ i ~ ~ r ' ,t~;._, ~ - •y 3840.25 i ~ ,.'r ~ . ,,u~ ~ . ~ V ~ i$ti ~:3~'ta+>~V i 4 1. f~/la 1...2 ~ ~ `3'"., f fi ; L:. ~~m~xrmn.w~•-,.cv ~ ~+^rojn++.rwv,.,.mx 2 4A ur
OF THE PROJECT PROCEEDING TOWARDS t' I~ r,, i ~ 1ax a r~ €I i Sz € {.+fe ~ ? E i ~ Y 43 ~ .V V. IyF rk~ ~
D. CULV RT ARE TO ~ \ ~ EF ~ . ~ t ~ ' ~ GRADE ~ ~ t~~~-" , i {I THE UPSTREAM EN E S x ~ o .r 3 ~ ' 851.5 3 XI ~ f ~ .
DSO THAT DOWNSTREAM - ? ~,.~,n ,s ~ i.~, u, , BE INSTALLE / ~ , i 3 e...~~..,m i ~ 4 ~ ~
SEDIMENTATION IS PREVENTED, , ~y ~ I ` t a q ~ ~ t~ ~ t£ sl ~I
Y ONLY BE PERFORMED ~ \ ~u,la ~ !tt , . ~ ~ , CONSTRUCTION MA ~ 385a ~ ' ~ ~ ~ . ~s 1 4 ~ t ~ s t ~ f
* ~ # 3 *w.n R 3,. r -rte ~ ~ °t' kYl} 1 r. • © 0 5 FLOW FLOW WITHIN THE r w~': r-~~~~~-. N~m ~ ~ ~ DURING PERT D O / 33 ~°~F,A ~ Y,~F ti G ?da J . ` a,. .'.a,.,.,"+w ~,3 1.'r~r ,ti mob, ^G. f t „ ~ _ r` ~ I f ~...w,...,,,_,~ ~.:~c:~^~:-.~+. 4 711 ~ s / , t ''v s
STREAM SYSTEM. STREAM FLOW SHALL ~ - ~ v~ ~,e> , w ~ , r z ~ _ , - , ti ~ e HEADWALL. t i ki of ~•J f ~ ! ~~Y! / 6'y, I ~ ¦
BYPASS THE AREA UNDER CONSTRUCTION, s}_ ~ f ^ M , r , ~xa,,r. ~ 't ~ INV IN =3849.15 >.A...`""5 i~Yti x's`Ei e Ys° °`wt - r3 'f` I ~ f l
° ~ , ^ - 1 LIMITS OF AND DISCHARGE TO A POINT DOWNSTREAM ~ 3 ° M.~,.~~' c~ STURBANCE i~ ~ s~~ h~~ ~ r ~ ~t ~ ~ 'i ~F
n ~ , , ~ ,,,~;4 ~ ~ ` 3852 SECTION II OF THE CONSTRUCTION TO THE EXISTING i \ I_r,__._._..-^._,., " 's ~a ; ~1, s ~ 3
r ~ GULVERT UNDER HIGHWAY 28, i ca'., $ ~ ~ ~ 24 STQ - •J ~4 i f € ~ ~ ~ s
~ . ~ 1 r~1 ti R~9 DRAIN r i f ~ ~ ' ~ st'`, I ~ t 3{ i.~?-,lire
CONTRACTOR SHALL BE RESPONSIBLE FOR ~ , h~ a~;~~~ 6M v_u;~, ~ , ~ sl,~ , 1 . j j °'a, t y _ { . ~ _ , ~ ,,,.~?~C' i~~'~ ''t; ~ ~ 7 f ,t w F l t<, "r"` ~°`:°:.:.^r s h ~ - SEDIMENT 15 NOT ' - ~ ~ :y . ~~1 ~ x "yd
SURING THAT ~ ~ ~x ;.ti;.. ~ ~ „ar~tf~~...~~~,.. , ~ ~ SECitON ~ +•b ' ~ .<i'^ s 4: l' : C3 ~t*3'~ir e~'.•1 i~ i ~ .~D \ ''r s 2+~ f•' ~p ~ ~ ~ ~Z ~ i~~{~ ~ I~...y..1,~~.,.~ r ~ d
_ G D DOWNSTREAM. (y~ ~ \ \ Ma .E,vi:..t~~'~z, 4 r D DISGHAR E ~ • 3854 f ~ - • r t HEADWALL I ZZ 4 $
R ~ ~ I ' INV IN3849.25 p~' . ~ ~ ~ r I.~ ' ~E Sfl"'~~x r''i f ~ 3 $ j fit rF. ~~~%B ..l i.J t %
J ~ \ _ g,~P ..Y „4 ~„y, \ L y,.l ~ `ty 'r ~ w"u^"..w~. j
o \ A-A ~ \
~ 3 IN AOJIJST 52,2 ` j 'a ' , ` DRA AGE \ ~ ~ ~.fi~: ~ a4 \ ti BITCH ~ , BASE fl t ~ 3852,2 • ~'7`" s°"~"'" ri r ~ t .~sv ~ ~ . ~ 1
- ~ i~v ~HYARANT TO ~ ~i 3
w _ ~ ~ ~ SECTION ,L r L j ~ ~ ,Sti,^~,. ~ \ ~ _ 3851:0 ELEV:3$52.~Q . ~ ~ ~ ~ ~ J ~r~ € 1b i., t 7 kC; $,~t\ .,+G:, ~,,~{..-.-ry.. d # IF ~ t~+Y
i' may, _ ~ \ ~ * '~7:, ''4. .s1 'ji. ?s / ~ ! g t
i ~ ~ , ~ ~ti. ~ ~ ~ ~,y.'", _ ~~S'f;i~i:'t~{',wi~ s~.. • ,,~``a, ''ti,,. ~ ;~r ~ 851.$ ~ 851.$ ~ INV 'r "`"f" ` j ~ ~ ; t'"
-et, 41 ti, ~ `V ~ /spy \ e y i % 4 1,'~ , ! Rte. - j1 ~ ( ~ qq~ I ( GC
,.a. x,F fit` ~ ""^s.,y~ .i "wd ~...e{eY"aa ~ 3 rW,rS S`;, ~"'s; Ss 'i'.r~, / ~~`Y" t h^.' , 1.. A v ~ ~\x'y. \ ti ~l GRADE x~ -3a A~'``~. ~ •,~"'m^ 'h f ' '.y+,_ A ~~S t ~ Jf'd v ~ i 3 NheMllr /Gn
°`i''~~~ yr" ~ e .ra. ~ _ ~ - a~" c. S~ ~ ~ ! ~ , 4 ""w CcE~ia tlfd+ .xu .ME 1i7-~•i..m w.. ~ e~ "n.. V~,:~M c~ 9 ~1 ~ ~ / 3 1 3,f4 Tv ~ i EF,, fy~ r~ a ~ ~5,., ~ ~.I/M/~
a . t ~ ~ ~ y . j • 1, ''lk)~rr a'`~ .3` 'fie, ~ ' h,"1. • °`M.. ° I pt ''x 3 » a '+c, .o- ,.f(. v, ~.~r si ^r„~' ~ `~''v, ' ~ -'e wa '`a ~s `.ti+,, -u'F~, '•~.,~~~"'4=..,. ~ ,S a.'~f „~a, . ~ ,•y ~ f `w - ' x d' ~k~ ,€t 't r ~ 'k+.,~ ~ ~e Via. L\ m" _ ~ ^ ~ "+~`n z~ ...r ! ~ ~ ~ ~ d~ # t ~ s'
~ y~•.r ~ 852.2 ~ j € ./~.1
ks ';se ) ~ 4 z ? ct~, m",3 - f .L~ t ;l~' ` L ,•i 1 ~ ~ ~rr , 1 ~ ~ . ~ t w a""».,,a,4..,_ ~ r'^ 6P i s u , ~ n' "`t ~ &3 ~d ~ 't ~ ~ v \ ~ ~ M , r ~ ~o~ ~ A L ' i f `,-.v ~ 1 ~Qj
\ L'~ 1~ +w'~. 4 ! A :7::7,1 "te - ~ '7
. s ~ ~ _ < z, r '=n, ,.~r ~ ~n L \ ~ LIMITS OF . f r" _ 'x .r 1 ~ r ~ ~ ~ . ! ° !j ~ LIMITS AF } 0
~ , ~ ~ s ~~$y '~.t _ ~ DISTURI3AN{~ x ~ ~ ~ 4 ~ r • C t P I f` s / i ~ (r~ i 7~ ~ ~ 7 tl~JTViWANVG
r.°i~ ` \ \ ` x e'er a F z ~ ; . 3` i"l 3 ~ ` ~ \ ~ UTILITY CROSSING
" ti~°., \L\ i 'C t t ~ 'si dr~ `^a\, ,..L+11 ~,i .Y i' J.? INY '^3~4/.~~ ~ t ,r ~ ~~i i ~s"" ;,t;~ • u ~ ~ r f'~ ~ ~ , .h ~ t t . me~s1
~.m w yW{ s ''1~ ~~\l ~4 D~~~ >a.,_~` v SD INV 3$38.21 ~~r~ ~Ix ~ "~a,~ mil) ~ \ ~ ~ ~ R , ~tr"S3't: ~t ~•~.C•s, , ~ \ 1 , ~ ~ e x r. ~.)~JLi, e - Sr A'- ~ , f ~ h ,~f 1 E~i o'"SE ~i. ~}~a.y~ ~ ~ .....,.-.~v 'WS ~ 4 i i ~ o- ~t Syr// V ~p
~ . . t»" ~ , ~ ~ ,.v ~ ~ ~ 'tis, F s~ t i~ ! Ya It w.~. .,-r ~ ~'4. ~ a ~`a<i~_, ~\\~a 'il i rj ~"'"w~,n, -1 / z+ d` s ~ ` ' _ ' , t it x~ s w. 1 j° ~ - ` ` ~ ate. ! ~ ~ ~ 7 ~j ~ j) vul U F: ~f~ ~r ~ z ~ FAfs ~ 1 `+y
. j.. - m . h "h. `'k. 8 z ~ i ~.iir~! ..sir ` A V ,w ' - S a ori. F~`t ~ ~ .i ~ n •7,.} r ~'y , ; r t j!f i `
, _ I _ f ~ _ ~ . , t ~1' ~ ~ 1 z , ~
- ~ ` . . s ; C r,. ~ .,M ~ ..1r,~ „ > > ~ l i.u "rw. 'zi ° -t'"'= /``„i,t }s '~~i' ~ P
M,1 { « 1 '~{J 7iv Sin; o~' ,r~":. s~ dr , `'e ~ °.b, b ~x J~.S ',r M~ y,Y ~j ;;.v::i fit, ti,4 r ~ \ ` V \ 2\' a,"x. 3 f 4~`">u ~ y.,,`a ~~3.y+ ~ F i~~~ ia;.3 r' .«~'ii v~, i ~ ~ f sa` ! % ~ i r"''. V ~ ~
, Y<°4. , ~ .ze ~ ._g ~\3 ,^;~...`tf ~ ~ .L ~ ~ ~ ~ ~ x?' `*u 1, 1~ j! i ~V €
a`ki$ \ Vii, a:v ~ , s r t ~ a,~ x ~ ~ ~ a ,f ~ "~'7 ~ Lid ~
- 'a. ~ , C , ~ ~ - ~ ~ ~ ~ y y. ' ~ ti- C ~ v to ~ `";~r,,., ?i~+«. >r - - ~L s ' \ ' .F ~'1"..y , \ \ \ \ i s. ~ L ,3 jay ~ :,c`! - w {~S f~ f ~,...,.,.o,,, 7i""~~fi:;m
' S , b ~ w-3 ~ e'~ ~5' BUILDING _SETBACx ` m ~
a V A x V ~ 1 - _ } - w 1 ~
~F1 ,~••y~-,. - ,,,'x. y, .m y '4'.~ e r l^,. r t;.~ \ ~ rv"'^>„ti vu e,''r • 1. '....,...,?'3 ~{~1 %4 + 5 f i S ~ .,,w, +w.i .,,..~r,.-~„~w. F ~ 1& ~ j w !t
Ce /Wp~`~~~~ L tit U (t {h~ \ \ 4 „1 - a .1y. „ a m^°"'r ~fJ \ "w 4,t'~' T 3 9 5~, \ f e''S ~.~i ~ r~ ~ d iG ~ ~ t 1 31 P V {?/~~J~ tee' ~
0134ee ' M-., ~C~ - '+y..,~~ Ffp ,i ~ r '1 t:,r~.,,i1\) _r.~• q (?i„i,1i) rl k G,a" I jtI t ^x M7 3 ~ 5` 1/ j fr 4' {3€ Fh i i3 f i t b
' a
r., t••~ r 1 r~,w r r 1~ §
. Win: * i"3t-" ` ES ' ~s f ~ S 1 ; "P i ~ '1 f
S
GN Wei{~hied - 74 CN wel hied - 78 - ~ w~; ~~.---~':tr
Q10 re aired - 4.19 Q1Q required 2.46 l~r ~:w ~.~r
1 10 rovided - 6.09 ~ 1 Q10 rovided - 2.64 Oe5 ~ V ,h~ ~ L V / ~ . f f ~ } ~ t ~ I ' 3 r ! f GI u d fr ~ ~ '1 i ' _ ~ ; f = } 1t fl ; ~ ~ ~ ~RAFHC SALE
~ _ V calculated - 2.64 _ . s - ~~y: ~ 5~~. HEADWALL 3 V calculated 3.05 3 ~ _ ;
, ~Q~ `;5 3$:~: ;;Y=~ INV IN 3$41.67 a <; DEPTH - 0.25 ~''aa~ ; ~$'4'~.~~ ~ ~ /f * '"e.. 1, ~ """'",„„mot ~~~f`~f ~ ~ f ~ ~ FrV ~ ~.V °iV b®Eq 6 p> a>'d 6
BOTTOM WIDTH - 1 BOTTOM WIDTH - 1 ~ ~ 3 ; ~ ~ ~ ; : ~ M>" SECTION A-A SECTION B-B ' ~y. _ , q.~ f,~
CHANNEL SLOPE = 1 ~ CHANNEL SLOPE = 1 ~ §r~~ ~ t~ N r s r ~rsf ; Q
LINING =GOBBLE STONE LINING =COBBLE STONE 9~.~? ~ ~ 1 i~ ~ 20 r
RESTORE STREAM ° CN Weighted = 74 eED TO NATURAL E STREAM • . nu f h y's d NATt~RAh ~ ~ p ~ ~ ~ ~ • <~~3~y ~~'.•e~ 1 fit`
^ a ~ CN Wei hied = 73 caNDITI©NS
Qi 0 re aired = 10.24 - g ~ q 1 ~ 1 0.3 - 0.5 ~ Q10 raga Ired - 2.79
- o Q10 provided 10.55 UT11lTY DISC~.A~~R RAC oa-~~-t~s
$ 3 ~„~3,.l,i~a,.,~1 ~ Asa 3 Q10 fDrOVided) = 3.31 n~c,~ oc~
UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE CARD QQ
DEPTH = 0.5 V (calculated) = 2.76 a~ yV' J.~V PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNED BY
$ SECTION C-C BOTTOM WIDTH = 9' SECTION D-D DEPTH = 0.3' CONTACTING ALL UTILITY COMPANIES HAVING UTILITIES DRAWN BY
CHANNEL SLOPE = 3% BOTTOM WIDTH = 1' WITHIN OR ADJACENT TO THE WORK AREA. THE
LINING =GOBBLE STONE CHANNEL SLOPE = 1% CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED SHEET
LINING = COBBLE STONE AND COORDINATE WITH U11LITY COMPANIES TO HAVE THEM RELOCATED WHEN NECESSARY OR ADAPTED FOR TIE-INS. 4.4

A6 ~
0'W e t
X 2' Ap i-,s-~o-. c
L9 ^ ~ W ~ C7 K? Q O ~t} WW b' a1 qq ~Q i- ~ ~©N ~JhN y C~ tat r- ~o ~
~ GOt~ O~.~Q d' ~ ~NMf Zd~t~ to -19N iL ~ ~ ~fl t4 ~ N M D ~ pp
ob d ~ ~ ill Z {1J ~ ~ Q ~ 1~ fX ~ tq Nf M
F~- p ~ X118 ~IIH OR'.} h~ C3 Z !l. } R ?
m~'Z ~t* 7- F.ap ~ O~ OZ Q Z s!? ~ - - 1= U~ N} fn . ~ pZ ~
m t9 ~ ~ ~ tV
~ z ~ ® m - EXIS1iNG SANITARY ~ U>~ ~mcv ARY z
~ g SEWER UNE x ~ ~ ~ ~ INV 3847.66 o
3860 . ~ ~r___.__.~,~... W,,...ra, E. _W_ .W_.. _ __._,.w_..-. _ . . ~ . 3864 cn
t ~ ! ~ ~ . , zr~~' _ [ ,
Rj i i i R
I ~ . . _ . I e~ Z , . . _ . _ _ .EXlST#NG' _ _
4 ~ E I E._.... .._...n~, . ..RU88LE } a
i ~ E E i ~ WAII i _ ~ . ___._..~m,
3855 . c ~ ~ . ~ _ 3855 ~
~ ' ~ _ { ..,.x ~ ~ ~ a~
~ ETAiNIPiG WAiI i i ~ , . 1 _
. ~ _ _r rn . _ , ....f. p o
_._..._m... i ~ , _ ' _-~-3850 °
3850 m_~_.,_ _ r . _ ~ STAINING WAIF. ~ _.rp, f ~i ~ a ~ a; K,.
I ~ c ~ ~ i. _ _ . _ _ _ _ . 1 I N41'E; ~i ~
I ~ L,. _ i _ . _ _ _ _ _ rF 1oa YEAR i~a
R HGL C(JNTRACT4R .T4 At?fiERE ~ I Tp..S CREAM .QED.
~.n. 3 Y ~ m~, ~ R~STflRATION PLAN ON ~ a ~ _ ~ _ _3845 a m ~ cg,
3 845 ~ . , . ~ ~ ~ ~ ,....I_. _ ' i .1 ~ E. EE~r ~-ro.~~_ ~ ~ _ ~ o N N
I . H,v.~ ..'r"" ~ 4 i f n.. ~ . .w°""W.. _ 1 .
I i ~ j d~ . ..1... _ mow. _
111111 i I , I
i I I F . _ ................v.__._______~..___ _ . m,_ . , ~ . _ r..~
~ 3840 . ..___r...____. ~ ; _._r.._. ~ , ~ ~ _ _ _ _ _ ......I iQRETENTIQN ARi=A , t I o ~
- I r ~ E .,p. r....,- w ~ _ v~
i _ . _ ~ ' I ~ } _ . ~ f
{ x 1 ~ I w j ~
I . _ _ _ ~ ~ f I ~ I f i I . ...wm~.~,_.~
4_ x; . _ , _ Y .._I fQ3~CF~36 ~RQP~~~ ~ ~ I CF~36 ~RCp ~..3 ~s59o.. _ _ ~ _ ~ 3835 f...
I I , ~ i. _ i r i r i.
I i ; i I f ~
I ' _ _ . ~ i ~ 9i0 L,~' 36 RCP ~ 3.689 ~ 1 . , ' j _ E
i . : _ _ _ . _ ~ _ _ _ _ . _ _ . _ _ j..... i .
• F-• 3830. . ........r.. r -m.____.___._ _ _ _ . _ _ r, ~ ' I ~ ~ .ww ..,._r_..._._ 3830
i ! ! I.. ~ . '
_ _ _ _ ~ s....... _ I 9~ i.~ ~ ~36 RGi' 3.68 I. i
I _t _I:. t . _ _ . i _ ` '
i ~ A ~ . ~ I E ~
3825...1_._ . _ ~ _..._._...._..__.__,..---___..w_______.__-,_.___..___..__......,___.,..__..,,.,. _ . „ i ~ .w~; 3875 1
i ~ t 1 I i ..i k.. n.. f . _ ~ E I . ...,._i 1..., .....I
I ~ f . _ L. , _ . . , . _ ~ _ I . ff . . ......_.I. f,
I ~ I ? _ _ I _ j _ , _ . ' ........p _I._... _ _I ...L.. ~ . j.......... i _
I _ LF..36. RCPT 3.77.... _ I ~ I ~ ~ ~ {
~._....w. _ _ _ _ _ _ _ _ . . ~ .w , ~ 382a _ ~ w_, „ z
L. r I I I ~ 38 ~ ~
~ ~ i . , _ _ _ _ _ . ~ _ _ _ 1......_ _ _ _ _ . _ ~ I
~ I I i __.._...i. _ i
j _.......,i
I .._r____._.._________. ~ 3815
3815 , ~ a . f 0*50 100 1+50 2}00 2#50 3+00 3f50 3+b8 4+00 450 Z
0 50 0 Qfl
STATION
~ ~ ~ ~r~~ D
. _
120 1~5 C
a
~ ~
Q
V~
N~
~ ~ ~ ~ ~ o Q ~
Q ~ 2M QM ~~2 QN~Q ~II~ ~ a
Q t#. O C~ r ~
~
~a
i~XISTING SAN#TARY Si~WER TINE ~ ~
iNV = 3844.75
j ` !
3855 __m,_.~_... . ~w,~~._._.._._..w_w__..~.~.. ~~D..._YirAR_~i~~.,... x..3855 ? ii q
I i i j ~ I r ,i I
~ I~ ! i~
I I.
j I I
3850 ,y 3850 ~
3 ~ ~ i`
i _ II ~
' ' II i :c

3845 , ti . .3845 /F. 1
f I~
F . . a ' , 28 lF 24 RCI~ ~ 5.18
I ~ I~
~ E J
i ~ w 3840 -L-----.. _w_ 3840 p¢~ £~'2 2p5f~
I ~C ~g5 ,t E'j r' ' ® ~ ~:y~ r a'
i 1~ ~ ! i . E} . ..24 RCP. 8~. 6,09 I j ~ ~°d Q M
E{ 4~ ~
# ~ I a+ ~ ~y
V J _ ( ~ ' 35 Q.i? ~j~~~W.. f~ by
I ~ ~ I E ~r, +n .r+^.?':'~4`" any... ~ ,.'.I y r ,
6 ~ ~ I t~ ~F~ya u'i i:i;: i2i80S
~ I ! r ~ f ~ c
~ I ~ 3 t O ~ I DATE 09~-19~-48
~ . ~ 0 w..,... . ._1__..__..__..__. _____----.-.----_________~I._._-----------._-_-;----___ , 3$30 DESIGN QC.
~ 383
.o:so o•oo aso a•" 1•50 CADD QC:
DESIGNED BY.
STATION NAWN BY:
SWALE A SHEET
SCALE: 1" = 20'H, 1" = 5'V Cb.O
g~

~~vi~~e~NS {
c
F
t~ AC cry ~
N O~ r oa
d' NM ~ ~M ~ ~ ~ ~ 5 w
~ z ~ Q u 1 ~1lz -Nz~ 3~z a~
n - a o z d
o • ~o a
a
~ , .._.,.____.w_.,..~_~__...._.._....,.,,,.,~. _
3855 , , W._ 3855 3 f ~ .i o~
F._,... 1. 1 ~ j ~ i ca ~
. _ . _F ~ . _ ~4
, e ~ fl
r
i ' ' _r.....__ . µ 3850 , _ _ 3850

I _ _ ~ ,w...- I ~ ~ i {
:
i 3845 ~ ...k_ . _ _ . . ~ r____.._--- 385 ~C?NC`1 G
p ~ _ . _ _ . _ _ _ _ p~tl ~ ~ C7 ~ ~
I ~ _ . . . E., 1"" ~ _ _
~ ' ~ 's i ~ ~ ~ ~ d
_ I
1~` 1 j 3840 ~ ~ ~
4 3840 ~ +'H~'. V1 ~
_ ~ ~ ~ ~

f 3 _ .
i 3835 _ . ~ _ . _ ; 3835
~ _ ~ _
,f ~ _ ~ I . : ~
3 ~ , _ _ ~
_ _ _
# . _ _ _ __,.........w.........._ _ L _ 3830
3830 , __h......__.__. _ •t1+50 0*00 050 ~
0 88 1+00 150
STAQN f
1
A SW E
. ~ AI.~, 1 ~1
Z
.J
t , ~ ~ ~ Pipe ~ ~ 3 I ' Area Total Area C CxA Inlet Times 1100 Q Total Q i ITength Dlam ; Capacity ~ Velocity Sloe Inu lnu pn NGL U HGL Dn
_.,_.__..w ~M ~ , w,.. , r_.. • t (ac) ac ~ m4n F . _ _i,.,.. > ) ~ ( } (ft1s) (/a1 i (ft) F ~ ca w
_ ~ C.__>.~.._,.__ _ } I (?nlt~r (cfs) ~ (cts _ ~ (fll} (in cfs f o 10.00 10.00 ! 040 400 5 0 10.83 43.32 43.32 ~ 403 ~ 36 40 128.30 ~ 98.35 ' 3,70 ~~3841,07'' .3897.29 ;-38x2 63W ~3838.85VV w z u.
i .E._ k ~ r. ~~_.T_- 0.00 4040 ~ 000 4 , 5 4 1083 0 00 I 000 ~ 110 13640 128,30 1815 3 70 ;3837.29 , 3833 25 3$38.65 ; 3$34.81 w, ..,v. _ ~ . . ~ . r ,w,,__.._-_ ~..~.~.....w w
0.00 ~ ..90,.04.. i. ,4.00 000.. y .5 ~ . _ _10 83 _ .,0 00 , r..._a f , 36 00..,_; .,.128 80_ i 18 95 ` 3 70. __j 3833.25 3829 68 3834.81_; 3841.24 C~ h° o
2.44 1244 ~ 0.51 . 124 ~ 5.0 ~ ; 10.83 ? 13.4$ ~ 56.80 ~ 58 36.00 1928.30 ~ 18.15 I ~ M 3.7D ~ 3829.68 3827.55 ~ 3841.24 3829.11
_b_,..._e.............~.„., ..,~1 , ~w.H ~ ~ ~
128 128 0 25.0 32 5 0 10 83 ' 3.46 3.46 ~ 28 ~ 24 00 51.49 I 16 39 5.18 ;3849 25 ~ 3847.84 ; 3850.28~'~3$48.88', ~ Q
0.52 x 4.80 ° 0.25 ; 013 5 0 ~ 10.83 ~ 4 41 4 87 ~ 60 r 24 UO 55.41 1 ~ 7.64 6.00 ~ 3843, $f) 3840.20 ~ 3844.88 ~ 3841.28 . 4,_ „.,,jo, u.~......_.... _ _.~.........._.u. E r...._ r-rh:. .-~:---n. r-..:..,..._. r-,. ~.r..-v,..._._~. ?m n-n. ..-y.-+n.. r+n- wrw -uv .3k~ u..::.r«. rr.:.r.~.w.nr.. .,~v_....vm.w.r..
. .y... - - S 0.36 0 36 ' 0 25 ~ 0.09 5 0 1083 ! 0 96 E 0 ~ ~ 22 ~ 24 00 54 69 i 96^1Q~~; 5.00 3849.15 ; 3848.04 3850.28 384~.12._~
s .,.3.. _ „w_ ~ 0.28 0.64 ~ 0.25 , 0.07 5.0 10.83 ~ 0.77 , 1.73 I ~ ~..54 ~ ~ 24:00 59.98 ~ 99.09. 7:13 43844.04 3839.54 ; 384512 ~ 3844.34 ~ ~ ~
C~ ~ ~
~Z
b
s
fit. ~*;}a33d€ ,a>'
hz'4Y. 4~g v+Qa ~r'p d gyp' ~ ~~P.
A
~ff ~
e~ .r t%=a S q~w*,~A~r
i7j f,~.." ~
n d a~Cftr . St td~~~i 3ik3@~~'w'Ero
DA'f~ ~,.~~_na
z a DESIGN QC:
a MU CADD QC:
DESIGNED BY.
I?RAl4N SY:
yA~ypf1~
a SHEET
8
~o a~ C6.1

REViS10N~ c
sr
C
c EROSION CONTROL & DRAINAGE NOTES S
~ P 1l.UTiON PREVENTION N~~ASUR~S SRC H 1. EROSION AND SILTA710N CONTROL DEVICES MUST BE INSTALLED PRIOR TO START OF OTHER CONSTRUC110N AND ~
~ ~ i^,Q~O yQt~~EKEEPING PRACTICES: MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED, u
.t ~ ~ ~ •a AN EFFORT W#LL BE MADE TO STORE ONLY ENOUGH PRODUCT TO DO THE JOB. ALL MATERIALS ONSiTE WILL BE NFlLL BE 2. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE -
h STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, 1F POSSIBLE, UNDER ONE ROOF )NE ROOF REPORTED TO THE ENGINEER IMMEDIATELY.
~ ~ OR ENCLOSURE. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINER WITH ORIGINAL MANUFACTURER'S LABEL. ~ SUBSTANCES WILL NOT 8E MIXED WITH ON£ ANOTHER UNLESS RECOMMENDED BY THE MANUFRCTURER. WHENEVER S LABEL. 3. MAINTENANCE STATEMENT: EROS30N CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY, AFTER EACH O WHENEVER RAIN, AND REPAIRED BY THE GENERAL CONTRACTOR AS NECESSARY.
' ~ POSSIBLE, ALL 4F A PRODUCT WILL BE USED UP HEFQRE DISPOSING '(}F THE CONTAINER.
SMACl.WOOD ¢ AVM ~ HAZARDOUS PRODUCTS: 4, ALL DISTURBED AREAS ARE TO BE GRASSED AS SOON AS CONSTRUCTION PHASE PERMITS. TEMPORARY 4 MULCH}NG SMALL BE UTILIZED DURING THE PERIOD OF G£RMINATiON OF GRASS SEEDINGS USING STRAW OR NAY ~
28 ~ SpRr ~ THESE PRACTICES ARE USED T4 REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. MULCH, JUTE MATTING OR SYNTHETIC FIBERS, ~
NO w g, ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL CONFORM TO THE MANUAL FOR EROSION AND SEDIMENT ~
< PRODUCTS W#LL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALA6LE, CONTROL IN NORTH CAROLINA AND ANY APPLICABLE LOCAL REGULATIONS.
~a ~ B. ER0514N CONTROL DEVICES WILL BE PROPERLY INSTALLED PRIOR TO SITE DISTURBANCE, MAINTAINED IN GOOD
ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT INFORMATION. HIGHWAY 28 S WORKING COND1110N UNTIL COMPLETION OF PROJECT, AND REPLACED WHEN EFFECTIVENESS IS REDUCED TO 50~.
~ HARRIS IF SURPLUS PRODUCT MUST HE DISPOSED OF, MANUFACTURERS' OR LOCAL. AND STATE RECOMMENDED METHODS IETHODS Z ALL DISTURBED AREAS ARE TO BE STABILIZED WITH SUITABLE PERENNIAL VEGETATION, ACCORDING TO SOIL
Sp ~ DR FOR PROPER DISPOSAL WELL BE FOLLOWED. ~rH sr CONSERVATION 'SERVICE OR NORTH CAROLINA SPECIFICATIONS, IMMEDIATELY FOLLOWING THIM COMPLETION OF
~Q GRADING.
8, ADDITIONAL EROSION AND SEDIMENT CONTROL. MEASURES WILL BE INSTALLEp IF DEEMED NECESSARY BY AN
ON-SITE INSPECTION.
9. STRIPPING OF VEGETATION, GRADING OR OTHER pEVEtOPM£NT ACTIVITIES SHALL BE CONDUCTED IN SUCH A ~
~S MANNER AS TO MINIMIZE EROSION, ~
Q HOSPITAL RD 30. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED, PROTECTED AND SUPPLEMENTED, ~
13. ALt SEDIMENT COLLECTED DURING MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
REMOVED FROM THE SITE OR SPREAD fN LANDSCAPED OR NATURALLY VEGETATED AREAS, SEEDED AND COVERED WITH STRAW.
0
HIGHLANDS 32. DETENTION FACILITIES AND EROSION AND SILTATION CONTROL DEVICES MUST BE INSTALLED PRIOR TO START OF OTHER CONSTRUCTION AND MAINTAINED UNTIL PERMANENT GROUND COYER IS ESTABLISHED. THE DEVICES SHALL
VP SCHOOL BE MOVED AND ADJU5TE0 AS NEEDED Tfl KEEP A FUNCTIONING SYSTEM THROUGHOUT CONSTRUCTION. EROSION. ~ p rT ~ ~p
~P SATULAH CONTROL MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO CONSTRUCTION EXITS, SILT FENCE, STORM ~ ~ ~ ~ ~ ~ INt£T/gUTLET PROTEGTTON„ DIVERSION DIKE OR DOWNDRAINS ON LONG STEEP 5f OPES AND TEMPORARY A ~ p ~ qy U
MOU ROAD ~ GRASSING, ~ ~ r.j by
J Q bA ~ ~ ~ Oi C?
...t O 13. S£DIMI~NT STORAGE MAINTENANCE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, tjj INDICATING THE 1/3 FULL VOLUME, ~ ~ O Ci Q
~ A#ERSON DR 34. MAINTENANCE OF ALL SOIL EROSION ANG SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER ~ ~ ~
Q Q TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE CONTRACTOR. "r~'i ~ 4?
Q 35. THE INSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR Q ~ ~ ~
TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES, VZ tq
1g, SILT BARRIERS TO PLACED AT DOWNSTREAM TOE OF ALL CUT AND FILL SLOPES, ~
CATI N SAP LO 0 SP1~.~. PR.EVENT[ON PRACTICES 17, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 7 DAYS SHALL BE STABILIZED Willi
N.T.S, MANUFACTURES RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND 51TE PERSONNEL WILL :L Wltt TEMPORARY SEEDING.
BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND THE CLEANUP SUPPLIES. :S. 18. THERE ARE NO "WATERS OF THE STATE" WITNkN 20O FEET OF PROJECT AREA.
MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL HE KEPT IN A MATERIAL STORAGE AREA ONSITE. 1NSITE.
EQUIPMENT AND MATERIALS WILL INCLUDE HUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS VES, THIS
PURPOSE.
ALL SPILLS WILL HE CLEANED UP IMMEDIATELY AFTER DISCOVERY.
THE SPILL AREA WILL HE KEPT WELL. VENT#LATEQ AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. THING
SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL HE R£PORTIwp TO THE APPROFR#ATE STATE OR LOCAL ANTICIPATED START DATE: SEP 2008
E: O8 GOVERNMENT AGENCY, REGARDLESS OF SIZE. ANTICIPATED COMP~ETlQN DAT OCT 20
THE SPIEL PREVENTION PLAN ~CtLL 6E ADJUSTED TO ENCLUDED MEASURES' TO PREVENT THIS TYPE OF SPILL FROM ROM
N~ON~N REOCCURRING AND HOW TO CLEAN UP THE SPILL 1F THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED fT, AND THE CLEANUP MEASURES WILL ALSO HE fNCLUDED. L,
Z ~ 4 7 s AT DESCRIPTidN THE OPERATOR WILL DESIGNATE A SPILL PREVENTION AND CLEANUP COORDINATOR. NE WILL ~£SGNA E A, LE S THR OTHER SITE PERSO[~N~i_ ~i jQ WILL RECEIVE SPILL PREVENTION AND CLEANUP ZRRi~'IN~• THEE INDIVIGUALS LEAST DUALS
DEMOLITION WILL EACH BECOME RESPONSIBLE FORA PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF )F
RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND iN THE OFFICE TRAILER INITIAL SEDIMENT GONTROE ONSiTE. ~LER PRODI~C~ SPECIFIC PRAC~"ICES
~ OLEt~~ PRODUCTS: ALL ON SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE
GRARING MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED iN 1lGHTLY SEALED
INTERMEplATE SEDIMENT CONTROL CONTAINERS WHICH ARE CLEARLY LABELED. ANY PETROLEUM T4 BE STORED 1N TANKS WELL HAVE BE SURROUNDED _ _ BY AN EARTHEN BERM AS A SECONDARY PROTECTIVE MEASURE ALL CONTAINERS/TANKS WILL BE REGULARLY
MULCHING -TEMPORARY GRASSING INSPECTED. FOR CRACKS OR LEAKAGE. IF POSSIBLE, PETROLEUM PRODUCTS WInL BE STORED IN A COVERED AREA.
EST. & MAINTAIN PERMANENT GRASSING ANY ASPHALT SUBSTANCES USED ON SITE W1tL BE APPLIED 'ACCORDING TO THE MANUFACTURE'S RECOMMENDATtONS. ~
FINAL PAVING , FAINTS: ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT Witt -a
NOT BE DISCHARGED TO THE STORM SEWER SYSTEM OR SURFACE WATERS BUT Wltt BE PROPERLY DISPOSED OF Q
MAINT. OF EROSION CONTROL DEVICES ACCORDING TO MANUFACTURE'S INSTRUCTIONS AND FEDERAL, STATE AND tOCAL REGULATIONS,
FiNAI LANDSCAPING, CLEANING OF STORM IaRAINS CONCRETE TRUCKS: CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASHOUT OR DISCHARGE SURPLUS CONCRETE
DRUM WASH ON SITE EXCEPT IN DE5€GNATED WASH AREAS. WASH AREAS, IF CONSTRUCTED, WILL CONSIST OF AN ~ ENCLOSED WASTE COLLECTION AREA TWAT W}LL CONTAIN THE CONCRETE WASH UNIL 1T HARDENS. ` ~
~_RTf~!~ff~5~, FERTIIZER USED WILL Bt; APPLIED ONLY kN THE M1NkMUM AMOUNTS RECOMMENDED BY THE ~ tJ~ MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTQ THE SOIL TO LIMIT EXPOSURE TO STORM WATER. W
STORAGE WILL BE IN A COVERED SHED (WHENEVER POSSIBLE). THE CONTENTS OF ANY PARTIALLY- USED BAGS OF "~`."w"~~
FERILIZER WILL 8E TRANSFERRED TO SEALABLE PLASTIC BENS TO AVOID SPILLS (WHENEVER POSSIBL£~. ~ ( )
SANITARY/SEPTIC WASTES; ALt SANITARY WASTE FACILITIES WILL BE SERVICED BY A QUALIFkED DOMESTIC WASTE~?
HAULER. FACILITIES WILL BE PLACED OUT OF HIGH FLOW AREAS, AND WILL BE KEPT AWAY FROM, .AND NOT ~ ~ ~ J
RINSED INTO, STORM DRAIN INLETS AND RECEIVING BODIES OF WATER. ~ ~ ~
MULCH: MULCH STORAGE MUST COMPLY WITH THE FOLLOWING SECTION OF THE STANDARD FIRE PREVENTION CODE: ~ ~
SECTION 502.3,1 - NO PERSON SHALL STORE IN ANY BUILDING OR UPQN ANY PREMISES IN EXCESS OF 2,500 CU.FT.
GROSS VOLUME OF COMBUSTIBLE EMPTY PACKING CASES, BOXES, BRRRELS OR' SIMILAR CONTAINERS, OR RUBBER ~ ~ ~ Z TIRES, OR RUBBER OR OTHER SIMILARLY COMBUSTIBLE MATERIALS WITHOUT A PERMIT.
SANDBLASTING GRITS; NO SANDBLASTING GRIT WILL BE DISPOSED OF ON SITE, IT5 DISPOSAL Wilt BE COORDINATED ~ ~ ~ ~ WITH A LICENSED WASTE MANAGEMENT OR TRANSPORT AND DISPOSAL FIRM, ~
C~NSTRUCIION WASTES: ALL CONSTRUCTION WASTE, FOR EXAMPLE: RUBBLE, PACKAGING MATERIALS, SCRAP 4~.I ~ Z BUILDING SUPPLIES, AND TREES AND SHRUBS REMOVED DURING GRUBBING, WILL BE COLLECTED AT A DESIGNATED *J Q W
ON-Silt: LOCAl10N. IF POSSIBLE IIiE WASTE ACCUMULATION AREA WILL BE LOCATED IN A COVERED AREA. ALL ~ ~ Z
CONSTRUCTION WASTES WILL BE REMOVED REGULARLY ON A CONSISTENT SCHEDULE AND DISPOSED OF AT ~ AUTHORIZED DISPOSAL S1T£S. ~ ~
W
DETERGENTS: THE USE OF DETERGENTS WILL BE LIMITED ON SITE, AND NO WASH WATER CONTAINING DETERGENTS ~ ~ V'? WILL BE DISCHARGED TO STORM. DRAIN INLETS OR RECEIVING BODIES OF WATER.
J
J
t./)
W
b
IU 4
8 d d
M b N ~nP gq~~~ ~
C way u ~ ~ s ~
4 O ~ Vii{ ~ °a S i`? ~ 4 / w
4C M
d ~ C. 6 h ' S «"~a, i Ci ,wY ! „
IlF
4 .,..a' i
t d 6A'~d~e~., a~,~.~~:i t~ti.`A~a ~1t F2siFi"t~iBitls
p~ 4i DATE O8-19-08
P S DESIGN QC:
x •N CADD QC:
0.N m~ DESIGNED BY:
M DRAWN BY;
SHEET
go r v..
0 p~ C7e0
ov

.n.,~..r.. q,fi . ,y'' a ~~r ...,...,_._...,_._,..Y„ .,„..__.,„.w t >
..,._.....r .r y
m ' v-....... `~h ~ ~

tile; 1 i
,...,v, •^r.rN x3.4 }5 j ~
,yam a 1 un V+^ v. / ~ .ya„ ~
. _ ~ w_ j r ~~~~(e~~ ~
_ .
~ 7 , - r... , ; r- ..r , 1 ESI~N C~NTRC~~ N ~
q'f, „f f ~ , ' i
r' w, ~ _ ' t m~ £Y i fd L~~S "..i`-i V£q'a ~g M~~~~~w"" it Il'1~~qLy~,~~y+t~,~~/y~~~~ry,f¦, y,.p}1f1 ~~v 1111~\Y~+!'i ~p?p~i~1~~y~ ~ gyp 5I. ~i llr ~~SIY~ s° ~.p t c,'~ ~ ~ _ ~{/~liYi w GJ 1J{. ~ f A/6 ri ! i~ ~d~1 ~ V!~ ~o ~ ~ ~
. .....SILT FENCE -
x , 0 / ~ f .f ~ ~ ~ ~R. .y~..., ~{g,p}~, Ram y . l t ~ r w . x : vM Fa, ~ 'i; cal ~u D~S~lRi~NC A E5.
.F 6 1 e ~ \ 1m4xyp6e' 1 ` ' ~ ~ lE~4Si0N CQ di. 1IVtEC BE MNN3AIN~ A'~ A~. ~ ~illl EM"AT~QN I a'4~;-...P~6.£r~3.~"p~ _w'~'~y~ .r"~r ~ rwY a ~}r. j/1~~/~~~ ~~~/~j~~ (/~~N j/~~¦/yj/\l~~A ~[/~~~ry/r~~~~
DISTURBANCE f r ~ HARDWARE - . „-.-K ; ~ ~~~~~~/v®W:~j 4e4f hx"k4 rY..+/AA~'; w?C);ii....+~~r~ ~ ~'1 Yf BF ti APR M11.~M [YAi! ~~/i.~ Rr~l 4tI~1IS/YI~ 'MY~11a!! ~1 "yT~ ~.+~T
v / ct L t ~ • rf l r.,._ CLOTH/GRAVEL ^ .
..~r~5 ` ~ ~ ~ INLET P TECTION „ F:r j - BE11,~:D~NG SET~AC~ `f,T° } ate., ~ ~ A w :t ~ ~z*' ~ c f 7 4Vf~li~©f. L/l? ~ ~ A~ .RNAL~r ! r a {
~ ~ { w ' ) ''scrl.''TV P:T "~^roy..., ...?r., t "t 1 "M1 1~ f ~ ~ CS i i; n.m.v.;_ ay C f:. 'Xt n' `1' i?~F~ 35e'8~ ~ ~ f~ w ` ,.v. ` ~ L r" fr~~ _ "s s ~ . ~ ~ ~ d ! ~ ~ E t C A ~ _ ~ n~r'~ Dlfs~ r~n1D~ ^€~n° A ~ ~+~'~'~`.'i~ DAB P~.
~~`~'~.`T~=` ~ ~ STABII~ MUI.t'~1 f)R~ ~~tiY ~~31NC.
w'W f f ii ~ .
,:F ~ r° ~ ~ C L RES SMAiI BE INS~'£C~ED A1' Y, Amt .NAND .~5' BUILDING SETBACK _
_ , . ~ ~ ~ ~ l~'NIt~D 8Y ~i~ t~N~, Cf)1~TRACT0R. a
s S. MAINTA€N CONSTRUCTION EXITS TO PREVENT TRACK#NG OF MUD INTO THE PURL€G R#GHT-OF-WAY.
1 ~ 't CISTURBANCE , n .
j s f F v, ' ? t 6. FA€LURE TO MAINTAIN EROSION CONTROL MEASURES COULD 'RESULT IN F#NES AND/OR JA€L TIME.
i= j~ ~ .r w`.. zt. v' ' n l na - . Li L'4 ` !t t S iS `5, i " x- I t ~ ~ ~ ~ - 7, ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY
r e r ! r ;r , nm.. BY ON-SITE INSPECTOR.. ~ g,'x' P e i t._, v ` r ~ 'w ~ ~ ~
~ fi ' : ~ 8, ALL GRADED SLOPES 3;1 OR GREATER MUST BE HYDROSE~Ep AND COVERED WITH GDOT ~ ~ m ~ ~ ~ r ~
~~t " sf r± ' ` APPROVED WHEAT OR WOOD FIBER MATT€NG. €F NOT HIDR0SEEOED, GDOT APPROVED MATTING ~ ~ ©N N
~'f ~ ~ Y,4 t r~ ~ r K ; ~ . ~ THAT HAS BEEN IMPREGNATED WITH SEED AND FERTILIZER MUST BE USED, ALL SLOPES MUST BE ~ ~ ~ ~ ,r ~
jf M •v.,..«r }d",. ('4 ^i ~'z. ;`t - k- ~c `br~ti jam, `yf I t` 7y~ ~t j}<, ~'~i f .b,~~ ~ = ` ~ ; PROPERLY PROTECTED UN1iL A PERMANENT VEGETAT€VE STAND IS ESTABL€SHED. ~ ~ ~ c~ rn ~ : ; ~ ~ ~
t 1 ~ f+ 1 F 4,X'c ~.f. y` } 6 T- I:.»f e„ +-a..,.., .~.u : A..-. -~mr. r~' 9. SILT FENCE SHALL MEET THE REQU€REMENTS DEPICTED IN CHAPTER SEVEN OF THE EROS€ON AND ~ G ~ 0 t ' , SEDIMENT CONTROL PLANN#NG AND DESIGN MANUAL OF NORTH CAROLINA AND BE WIRE REINFQRCED, ~ ~ ~ ~
. Ff r
5 ~ ~ " F 3 : ~ ~ `g W1`, ~ 10. ADD#T#ONAL EROSION CONTROL MEASURES AS DEEMED BY JURISD#CT€ONAL INSPECTORS SHAD. BrR ~ ~
4 t j . .T;.~ K .art j~ Rf 'f: :k. E j' m...-.,-,,.>., i.-w..+».a ..:w...y...;.......++.-~,:.n-. J3 t 'r. i ~ t; F. Y d .,t 1 z ~ ~ ~a ` f` #MPLEMENTED IN A TIMELY FASHION 'n ~
- ' ' 'T`~ 11. FILTER FABR€G TO BE OF NYLON POLYESTER, PROPYLENE, OR ETHYLENE YARN W€TH EXTRA ~
h~ y ; ' ~ ~...m ~n,~ ~ STRENGTH - 50 LN/LIN. IN, {M€NiMUM).
r f , g " i v. I A,: ~ ` .~*5 ~ ~lS L~' F r :,~a,::k s - %1 i 'r ij f;'' ~f,,,~r'4 X 's` y~ re.,,,,~+. s.,m: ^.L. , ~ f f ~ ?,1~ ~ 12. ALL BMPS TO REMAIN 1N PLACE UNT}L PERMANENT VEGETAT#ON IS WELL ESTABLISHED.
J,Ity" S~ .4 k ; x, 7 _ o rye 11"• l ° ~ p ~'r kH`Lp.~ Y„m ~L f ~~~.-ye`"f f~~ h` 3 ~ ~ ~
! J r _ ~ rE x E <; ~ ~ 4,{ r 3 ~ 13. MAINTENANCE STATEMENT -EROSION CONTROL MEASURE Wlll BE €NSPECTED AT LEAST WEEKLY,
.3 F"+ x ~>L"f , a;t~"u y a: I S~ t ~ 'v,^" a U ~ 'f' 1,Y~a~ ~+.~~"^~w~~ _ , - µL,, I' . .,..5"5^s 9:. Yac ~w3i 5~ n '<~b,. r r f Lk i eY~4Bi.6 R117f Y^ 3t SII_) I•EN1vE ` ~^ti 3' R'..,< ;a s, - " € ~ ~ r.-~ h>W. w; i AFTER EACH RA€N AND REPAIRED BY .GENERAL CONTRACTOR.
d y,, g„ ¢ i rT. ~mv ~ j ~ t ~ ~ p~ v DOUBLE R~fl 1 r
- h' / . t 1 ~ i P, } p YY 1 i'nn 1 ~ W ~ N °j ~1y ~'n s`t,,a 6 1 ~ .~..~~-,+''C?,.-:e k I ) _ ~ ~~JV ~ ~ € ~ 14. SEE SHEET C9.0 FOR EROS#ON CONTROL DETAILS.
~ t ~ "f r''`te t i ~ "i°, ~ i ~ : , ~~1 = n , 3 Y ' ~Y,i9 2~ ,F f j F ~ ...h_n.'/.~.._. f !i d:
~ = S f 4uC~ .y,Y 'ss:' n:b ~ ~ i i lr ~ . r . Y 7 o _ m hs~ t~ f3 ' y < a .r. . ~ Y, D : , Y1 r- . r n. 4 v .-...cuc . .-v,.+..vx ~...r,..~..- f : s ~ ~ DOUBLE ROW ~ ~ 15. SOIL SERIES FOR ENTIRE DISTURBED AREA = EDNEY--CHESTNUT-URBAN LAND COMPLEX n'~ u j {
wt.. i' ~ t ~~t'. ..p; .M , >l r; . , 16. TOTAL SiTIr AREA ~ 3.38 Ac. DISTURBED AREA ~ 0.95 Ac.
'`r r`` ~ rr1"" ` 1~ ~ v'.' ` mr;= ~ .rn~~w~^ 17. APPROX€MATE EARTHWORK (~€ANT€TIES; i
r ~ _ - SELT FENCE t _ ~ " ~'t } 1 ti• tE,, ,,\i p~ WNiITJ QF -.,,?,2 f' Ue 1 i . - ~ _ ` ~ C11T 348 CY ~ ~ , L f ~ ~ FILL 3,722 CY ~
v ~ ~ ~ f - „ E HARDW J ~L DISTURBANCE r . ~ NOTE; THESE QUAN1iT€ES ARE APPROXIMATE AND SHOWN FOR PERMIT PURPOSES ONLY AND SHOULD
\ L s ` _ , ' ~ ~ f 3 , ,w f,. ~ CLOTH/ V L,. 4~ , ; 4 j 2 ~ NOT BE USED FAR BiDD€NG PURPOSES
/ ~ h~ ~ ~ ` INLET ~ ,n r'
l ~ F 'al t J~yy~ r~~ i~~~ ~ -i - ~ ar` we.... sad ,r~~ !r ~ F 3' ! Kt::.. ~ z y 18. OWNER: TR€ INVESTMENT INC i ~ ' k( 3473 SATELLITE BOULEVARD
1 3`" ~ !y4 ~ i' J'W . ,f ~ ~ , s' SU€TE 200, DULUTH, GEORGIA, 30096
~ f~` 770,813.0090
.j `ti ~ Q.s ,5 ~ - ` ~ rt ~F / • SILT FENCE ~ t
q.~ a 4 E { 5` C ~ G X F e~t~q p
w , ~ f _ a ,,,HYDR`A~IT , ..5 ~ c." , t a. .~i 4'~~ ~.5. ..x.-^:.~-.~ <A is if f~' k'9~4 ~2, r,x~r X11... Y~1, (~jr.
x :,4 ~~i j ~l+~ ,S ~"iSi.~U' o. ! 4„-. ` , _ ' i1i ~ ~ ~ nr~
u ~ c `,"s.. ~A. ~ r. I ~v ~ [ +4 . , w , . t~ ~.~w , ; E
n„ - nY ,h,.v:..:.. gym. ~ t. . ' ` _ s ~ saes ~ wm~r~ a ~ {
W r "'~iti } t.~k R.~ ~f~ . A~yn:~ ~ ,o,.~- ~ r ~ 4/~ DIS1'UIi~ANt"~ .w ~ ~
~ ~ - w ~ ~ ~~-g ti ~ SILT FENCE HARDWARE \ f ' 1 TM J. •'n. ? a ~'s~.~ h ` L , ~j~~ w;: ',1 re- n ('~i s F" 3 v v ~ CH~:~t1Y UIt UIND Q Iz-
I ~ ~ • iP' F",. S" 'w ce\. s -.,y ^ , ~ ~ Yzs« ~ 4 F 4 , f' ~ ~ . a '^s. Par n. ro::~ ~ ~ 4 ; ~ G
" F > ~ ~ INLET . , _ . j I z. . ' FfY'~ ~ ~ >'s ~ .2'~ ~`"'t - , ~ s"k f . .,`v.,« ~ .~III~ ~ iPx a m.µ ~ i ' ti T s ~0 } 7 a ~
t, t ~a . h _ HAY BALES ` j ' ~ ~
tai fit: ,ham s': c ~ 7riw. i `v,.....i r`. =Y a. 'e p •s".,"'.- r~r rw~»w rr,r.y" r * . fr Tr w Y•f', e~ ~ 4~=~ s; f ""'y....,.~.~?, f r ~ ~ `+,iaar., s' ~ „ . , } - ~ . y~~,.~.r y - , F' ~ C~iSTRUCTIOt~ ~ ~ ~ ~
~4_ -r~ ~ r ~ r• r3 ~ HARDWARE ,_r~ ' ~ ° t l' F v~, ~ ~ Y v 9r :f ~ ib w..4 ) Z.Y a ^r` `T,.. ~ r x ~ r' & . ~ f w:h `'t. t - ~ .;'J'u" y ~r o ~•.3 w n CLOTH/GRAVEi. ~ W r' ~ EXIT ~
f ,.°"'"'.Ij e 'L @. " w i` ~`1%". ro.i ~ aJ, ~ \ F'i`t >v a , ""f....
_ ~ ~ ~ P- : ,J . " ~~F" ~ ' - ~ ~ PROTECTIQN ' j». s,k t1n yu - 4.. /~F `•1 i - . „ wn ,c%:~, f 1 ",Y. '°"E ,
tl.f,;; , O4 _ 't, ~ f 'm' "T,,. ~i~l [ 7 VC ~ ,5~ ~ y?` t ° f ~ 'Ip I ',,,F~~,,,3= ~a
_ c , ; f '°s.'• M rt, q '4 \ V °h DIS 14~A - 7 ~ i r ~ ~ r?~. ~-f¢- NCE ~ ~ DISTURBANCE ~ ~
4 P_. `~t~rj ~`'b h C. x ,cF f. 5, ' s ' C'rt 1`. a-,,. ~ ti w?q. , ~•cr<.v-~~e4'~~. M.. 'n w t S;' _ ~~#x~-~. HARDWARE ~ ~ .J.~ L~ Z -*d
! ~ ~y 4 ~ F ~ i• S ~ SILT FENCE t•:>~ t "~fi y -~~..>z-~ e,~,~. _ CLOTH/GRAVEL < { ~ ~
! :`y ~+`a" ~ ~,i} e r> i inf.,.. J,,7 •.11. / tier ~.1._ ~ ~ ~ , ~ ~ ~ ~ t ~ ; :f ~ SILT FENCE y>^~ ~ ~ INLET `•r' ~ Q U ~~1 .E ~ W v ~ III F > is ;PROTECTION ~ ~ ~
_ / ~ _ r, ' F ysy ~ ~ ~P'~° :a ~ ~ , y s H` rr 1
to M~,~ . s ~ ~ t c.+*x, + ~ % x ' " t* p 3 ; a : s ! ro , t 'xa, by a i'M. i f•- z r X °-.w c. ~.,r ; f ~ r ~•s` ~ i .x' ~ r.-. .T ~ ~
- ~ ~a.. ~ ' ~ l- S tau SILT FENCE ~ ~ ~
; ~ \ a \ ~ ~ o .''a ~ h m F"; ~ F' '>.c y; 5 ~ ~ ' r , , , a ~ r~x .,.M S v.. u , .(y',l ~ lef ~t ~~r~ 71i a '.~.~~.rF.:. J+.? ~ ?E- f ~ ~ P e1?
S~!}` ~ w ...,yam $ '•,.s r,~ 't F:: r ri,~,.,,~ ~a _ F s v._.~'. s ? ~ s . „ aeL~, '~S ~'r •ywx:.'~ ~y7Sx\. „i ~,esyln '^~f;'~~k*s..>~ ~ ~,,r x
"°^YA ~ I m' YtP y"? 4 `v: n,,.. f~ 3, r 1 ""w 1' F v p4 _ f t " o t "Y.l "S" ~ ~4 1 w ~4~ "a4"~ y^C yMx, J.<, t Y t J F ,~~e x ! ' ~
a,., »,n r > - y. l .rJ. 4"- ' y'' n' vN::a~' N~~~ re. 3 > L e ~ ~ „ h e i~ p ~ ;iii ,t' rt ' v ~ ~ Lii
, ~ r ' ~ r.. s~ .„,r. r : ~ , ~ . ..m u T .y w "f
e;.: 5, c , .v ti . r,„ h, a 'ia ~ ' •c ~~d::, \ y,„ • f i j `5 i j A r Zl.:A-,. s i ti ~ ~ ~5 BUILDING SETBACK ~ ~//may` { j ~ ~Qf
LR, z. ~ c ' ~ i~ ~ti,~ ~,;,,~x ~ i~ 7 R~ 4 Y .~f r W.r~.t i )Wi/w?i
a :u ` p ~ SILT FENCE ~ ~ ~ }
toi r 'fee ~ ~1p~{'1/~/ y ^ro ~"°K, , .F` r4 ~r ~ i i ~2 € 7 `4 4 5 175,'. G~ Yy~v..'~m~. ~ ~7, ~ ~ 1l g
r f f ff` $ t e}~e t ~
~q ~ ii~ ~ ~ .r«.a->.a~ww~„~z-0 :S f ~ ~1 ~ 7' ` , 1 p Y /M~M~1
e,< t..
t 7 j i ~.~tti 4, r ~ r i ~ 7 ~ f, ~ ~ ~ Yn6~s ~ e b £ ' ! ~~I ! r ~ r ;f ~ W
7 r
~ P ~~iw f fc ~9 i rr £ "2 f, ? { i
~ J ~ ~ ~ ~ /.Y f' 7 ~ fr ~ ` '
MAP MAP ~ r ;::SIP )'-ti r' ~ ~ y ~},e r` Y f r ~ t ~y . t
PRA I IPTI P I E T ~ -~f t;; ~.t'F ~ ~ < D N ~ [ F . RP N . . *r 3 ~ f FOp, ~ ~ 8 ~Y r~ y Y ~ j
~ MB l f N 1 i u y w ` " LK~~ u~ar ~
A crushed stone nd located To tem oraril stabilize , a ~ ~4? 's f` P P Y ~ s ~ ~ ~ ~ i ,y M~ti.
. at the construction exit to denuded areas that will not , s .•~3, w: n . ` ~-.f' \ provide a place far removin ba brou ht to final grade far r
C(N~ISTRUCTIQN mud from tires thereb g SE£D~N#; a eriod of 2i calendar do 4 " . Y P Ys 3 z
~K~T aA protecting public streets, i ~,;;e label ~ 7 96,E ~ it ,r` ~ ~ ~s ~
ecps are n en a A barrier to preven# sediment rotec# sail and hold seed C 1
type from ieavtng the construction ROll.EO EROSfON d mulch In place on stapes ~ED~~~NT site. it may be sandbags, bales din channels so that ? ~~^yy
of straw or ha , avai ar o C()NTR~L PR{~UCTS ~°~^t`4@3i?F"
sediment fence iho barriers are egeta#ian can become more indica#e #ype) usuoHy tsmporary and In- tabiished.
§ ex anslve. UTIL1~'Y DISC~.AII~~R DATE oe~-7~ae
n r!nn~rntl€nn Qurfnn~ nnr€ n€r nF~r>N oc:~
DUST CONVOL movement of, dust UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE
ON DISTURBED construction site, roadways PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRAPHIC SCALE C ADD BY,
and similar sites. AWA b~ CONTACTING ALL UTILITY COMPANIES HAVING UTILITIES 20 0 20 40 DRAWN BY
a Used to #emporariiy protect WITHIN OR ADJACENT TO THE WORK AREA. THE
yard inlets, grated storm HARDWARE; CLOTH drains, or drop Inlets from CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED SH EE-I- AND COORDINATE WITH UTILITY COMPANIES TO HAVE THEM
m GRAVEL INLET sedimentation during RELOCATED WHEN NECESSARY OR ADAPTED FOR T!E-INS. IN FEET ( ) .1
PROTECTION construction. s 1 inch : 20 ft.
00

j i I f~\E~1.76QIVJ
~ ~ . { •
4 --,mww.. ,-A^. . tee. ~ ,!~'`~,-rte, `
k ac . < ...m+r 5~.'. ! °#f
~ R r,.....,.'
N
th,:'. -V..nrr ~ v
'Y: .~.,.,,..••t'R ~",.~°Cs.?~ Cdr" Cr:'~' Y~S3 ~a ~ ~ ~
, ~°~t
- ,,..-tom ~w"«,..:".. • ,w. ~ . a~ , ®p
f i_ . ~ E ANT ~~qw.~- ~ . ~ - . t 60 ROW k
t •C rr.,'.l(+,A''M'^~v", y, ~i.._...~:nVm..»._:+~ _ ; ,x..~ 23 t. ~ 2~ ti cam,..,,,
:,.n A ..v a..r ...,w. M.-iW t 'E '
r s r ~ ~ - GRAVEL m . ~ ~ ~
~ SILT FENCE , ~ , INLET
rF ~wM ~ A ~ , TM ~
LIMITS c1~' ~ " .~`~631"~ r ,
DISTURBANCE s , ~'>s r f _ fx t s - ~ ' 'a,fi F r r j . d '"a
i f°, ''~:i ^ ~'s^ Fn [ t ~ ~iC:prrj r<~-t-'z,~; ~~=s`~€a.,,,;?,,I r ~ ° af„ , I -,F L~ ~V~f+VfIVV J J r'' ,r" r-. _.n y, ~y ~ wC~.~r \ ~ L....a.,... ^'YV-r „
i ~ _ r t`f r fi { ~'ti~` t ° F I rF f
I ,w., s,- ,F . i';~ .nom ~4 k~~ i „t r"... 1; J .r ,
t S r" . „k€r / g„y:S ,._f L .w `Ef .,t„ t ! 7 ~ `~N 1 kl
~,w s i . - . = t a.,.,.. ~ z r,. a
2 ice: .-,,et ; t .,N< ~S~ : r , .j v a 3 " ~ 7 ,,..,,..+.-+"'E.F r € ` r^M1' ~ J°' 1' ,f°, -P f ' Z' :.-..+n... +~sw.,~-, f r Y ..'t.: x'W.:.,.,,,.,,.,.N'""`r. P^ % ~ ( e" "'"y._..r" ,5 6~/ ~S :.a :r. r. „m 'mow. { F
i < • , - ~~a f l! ' Fr ~ LIMITS OF ~ , ~u _K xy ! S a 1(1( ! ~ t "a".. ~,r",.~'^^- i ,,,.n,.~ S,r,~wp ,..5 0....,.c..,-f z ? ~'i t~ i+3 try t A.~ E ff ~ ~ ~ ~ F . ~ } of ~ Y 1~ fi I
1 ° 1 1 - ~ ' ~ ~ '~E , DISTURBANCE IMF ` 3 } E + ~ ~ ~ fi resat f c t s J
F > e i . t - f
~ ^'=rte s r , ° i ' - ,.,HARDWARE 5 f } ~s ~ ( ~ 1 2. a.
r ~ r f ~~,,~r,~~t r. ~ INLET ~ t ,
f b ~ s PROTECTION ' t ~ t ; ~ ; . w. w~ ~ i , ~ ri - t . +p , £ t ~ ,ht ~f .k,l Jf £ 3A` EJ ~1u4.."".q..., ~ ~ S 3 ~ ~xsres--.rn ~E 5 5; R ~s ~ ~ i l ~ i ~ ~ j V n~1
< ~ f ~-w, j + J , SA , ,~,....,a,~.,. r s-""~ r T,,,-r e Jv°v~S> ,s"~~ ~1,.°,: t4 s"`'i i y~.n*, f r~ ~ M , i C (j ~f? t _
' " 1 ~ ' ~ ,e 5r') '3 8 iii ! i c f g ° ~ ~ ~ i ? r "v~ "''''„w j sz i;' .i _ 9 t i~ ~~f ^~~t. :ib is f p'i~ S i ( 1 3 ?y "~f fP n S'"" ...M...„.,,3~ ~ t s eF r~ ~ ~ 3' ~ Q Q
I t r r !a t B ? 3 +:R i. i iq= ~ i tt 1 I~ <
r, ..-.w. C ~ ~ J lvr3 k 9 ..3 Y,, vm. ,.r..: 9 b ~ ~ 9~, ~'t~[~ r,+..- .m°.<.N.y}YgY.n,:..y n, nw,.-.. :7 ~ S ~ . { 'k. 5 ~Y 2 3w-. { vwk!.; mwn,-*vw.i ~ 1 M i # t !~1 n w ((T~~ i ~ ' ~ ? q i•
€ / r..",^,... ' ? t s i, t" ,r t >N.. ax i ~ ~ ~ i ~ vn v E , CGCi
*1 13 re..,^-~,-' . 7~y ~,!w~ay d C r"t i r ~~..~~T «..,.._w.., ti,.w.___ ~ - . , , .-„^°r.,,..; - - ~ ;"rt:.,~:, i is ~i z h a "^ti~ i s
;i 3i r ry w ~ l . ; r w.. ..,v j ~ s 3 { ~A ~ ~ ! ~ ~ ~"a fff ~ aft
i
I E 1 rs~ °~+w .,,,w.,,, t k ~ ,~v Y ~ f G., i.~, ,z e F3 r+~ 3' ,r' ~ r'4r ~ ",w,.+.. 4 f ti:' ;'^:'i"'"w„""~ t f J, ya sw• { i ~ ~ € F aarer "•da,,,.,° , ~ 'a;, ~a~<«,.;.,.v..* . ~y, i i j f: " ~C } ~ { s E i x i~ El
~s ~ _ « k d. t ;.S F 8_; " D xs^ ya ~ t ~*-e+.v;.r.. ii i% i ~ try .i 6 jf j 'v $ ~ y f '4 ~ i f j t F ~ s ~ jty '4w;, 5t i
IC~~i., ~.t 3t,' £ .,mss` i !I i Y F~ ' p: c, J ~ i ` _ ~ 3 -f { ~ i 'c,` Mss ! ,f° o
+ ! t~f q l ~t ~°~3'~r A y ~~~",-^.-k•',-,... : z..-'~ 1{ ,j r 4: i ~ ?i i.: a ;i % 1_.< ..rte". S ' ~i ' s~ .
1 s ~ LT FENCE i ti~ t 3 ,.~+~,r L' ~ 9¢ ~ %x d f~ ~s~'v i ~^f ~ i. Eit r r~ ~ i '4 s."' _ m N. i .-r t E t S 0.a. t ~ Y ~ q ~ Z~ i y
*~?~'q f~ ;.,d`2~C<. "z'.!5 i':.. 3 '3.f t i°. _ fi G: s i J , ;i b:' ° ff D UBLE ROW ~ ~ •~a
.'v5 r."F' .7'. f a Cr 4"y ~ ~ ~ 4i x, ~ ~ ° ' ~ ~ ` N~~ ~ SILT FENCE ; x ; ;
""~1" s l c s.~~`s~'~t~i~r,~a~,f`a•.i~a:~+~,r 1~ ~ A -r ~ T~~~ r j~ a ° ~ ? E 7 ~ ' ~ i ~ DOUBLE ROW n. S i-W~
5 t.4 9 h. nx y j r !`r' ~wp d ~ i ~w 5 ~ ~ » sa„ ~f., 3n .1 " ~ r' Z, ~ ~ ; u„.=,,, >u w ..a'^F~ ~ f' ~ 's r ~ ~ U a~ ~ S' { Fla u a f Q x~
,'t. 1~ ti is G, et ,f,"' f x. § j ~ S, s 3 t.~ / ~ t M3 a n. ~ t, i~~ c ~ F„'"~- w :`z i'.^ ,,~:.M=`d...~~.._.,-,~5,..:< <i v ``s,a'0a t , , h4m ~a d+,.° .s,-k~" °'a$ e ~ t 1. ~ ..r'"! ~4t t ~ ' e--" v .,.t~° ~ ia4:~.
td ~;4 • ~ ,t t ~ y, ~':".rw'", sr''`" 8~ ,°..r"r ~ r I ~.N-.. .r M.«.J I . .....,...--..,.w.r r.,,, n ' ,t' k ~ `jt 1 ~1 a t'= , '1.` ry':. .-..n.:.G-i " w~-,c... a.^... ....,,-:.,.,-....--..„,w ...4.. 1...
,.,r , _ } .'^Y _ F' ..HARDWARE F' ; " '---r:..,,
:4 , w SILT FENCE ° ~ l CLOTH/GRAVEL r=,,,.. " W_-„ . w , , .w _ 4~,, .4 INLET = LIMITS OF , 3 Ord y' r r ~ r to
' ~k w,+,•,n.~w.ro~,v,...a ~,-s, f ; 4 .,a 3 ~ Z ~ ~y L ( ~ .r., n e ~ m.~.. >~..~,,o:.,,k , , ~ Y ~ f i ~ ~ PROTECI1ON DISTURBANCE x ~ ` s 1 a d ~ w,fo-..,.,,, 1 j
" 44 a ,r P y s ~ S d ~zCE.y:r ~ , ~ a , i x I y' ` f' I i
j a. ~`Z _ ~ 1 x i s`b
_ ~ f d ~ ~P ~ ~ ~ ~ 8 p t $ i y, ~ ~Fj i fis
i k ~~'s I .....y1 Y""C x, v3 6' ~ Yx"' ~ \J ~ t { r r, 5 r/ ~5' ""y"""r"'""'s~>y } , Y a _ _ . i i ! s ~ ~s r e:. w(~ .T .V ~5 ~ _ ~l' y j ~4~ / ( ~ 1 1 )#(i
1
t.. ~1 "4 yy 'fn a .HARDWARE ~ °.t j, t ~ S j` IIWIU~WiAI ~Y 5 1 is
~ 3 _ ° - K N ~ " CLOTH [/GRAVEL /p~~ ' - ° Shp,'/£ { ~ r
`t 3 ti ^.,4 = 5+.~;r't ~ "t.• t. I T C3 `'1.^ ~ ...-,-i ~ # ?r~t _ < € 5~\ 3. Sf..~ c~ [ a ~ f: ; tt n 3 ~ :
~ ~ L ~ ,w :,.'s PROTECT{ON ~ . • J1. } r. m ~S ~ y - °:4 .,:,c a ti,,r,~' ~}t' v `o-I~r? 'v 7 3 .i tt~ ~ 1
;i. `'~i?f~, w"'"°< _ ~w', l ~'`S~ ,a„' k ` :"w~^~.~ =YID;;'` $ "'t ~r`?~ ~ . { # ~ ._r~ ' .~.,,µy \E ' .w. "L - ~ "..S 14~' .i < 1. I x\ 1 y,^ fu ~
~ 'w. ~ , 'y n ''a n1 ~.,`w~ c f „4e v~ :J ~ \ ~rh w ~K,. J ~ • t. ' \ ~ ~ .{+y `,tY i ~ ~ ` b.w ~ t•,L 'T--~ ''S. 1 / { x 4 ti's rr.~ y + C'i~ ~r ~....„,~.i~ ~ .Y~ + wz.,wtiv., ~ a~»+ ~ ~ ,~h`~., ~ ~ r { ~ f'c
' ,t` w., „ y ,w . c, ' ~ Lt t - .r '*;,,y ''mss i
.K`... ,s4 tr,~;,,,. .s'•r 6,s'~e' "'L r ~t ~ s a.~. .Frrx ~ " ~'3 ~ 'h. `'ti A - l >ES 'o Y '°ti. _ ~r , °o.„, t ~ F # ry
Sf' ~ rv'^ ~ ~ ~ 4 5 ,l;/ ~ "L. o,,,„m, r ~ `+,.td • F ...,~+""+~y §:w 'n 'x ~+5,. ~~ti` ~``~a.,.,-.,rRr.~~.=~;i.. '<4p 8 rK' •i~ " p;{y~°,`. 1 ji. ~ s ~i~'~Sr+rr+ a~ E i~ ~ ~ ~Gw eR
I '°l w h,"~ ~ t„a ,y ~l~r S ~ e° ~ ' ,z 'yti, '4 b `u r "ten, ",ti ,Ja . 3"^ ' -F.~ °"~tx-~-:.w. T I~ r -
Z
<i'7 " , ""r ~ `a e 'a. I c 4. t, a _ s r"w L gh '°"'.i5, ng s" 3 ...y x " a r ~{•~,~.-.-.v ..a,.,,,,~'~,., ,d.•+' ? i t+L/3V~T3\Vi, 3t~~ 1s/
r w~ ~ ">r ''j ~ ~ ~ ~r s *rM- ~ 'a,i • v,(' j.. ,~,`~f pv,~+,~ ~ r- _ t t S., °3 L, > ,dy y ,C 4 0.z ` ~ a' ~.c+ ,a, SS f` ~ i? ~ ~-~~~N ~x ~ ~ ~9#~Y ~ ~ ...u..,. ~ EXkT (f ~ ~ ~
I ~ ~ v i Y f ' - ~tw ~ °a y ~t. 4`*~'*. s ~n,.'~i'e''~'":. h~ h ''s'" s,^~; tom`„, '(`v.r ~ S1f.T FENCE ~ .
I ' .b "4. L'e ` <w _ L> ~ st Cl Y).. dY "'^a:'~" ..P- ,._r%r."".. j , ~l t%:..., F,w, 'ao,,, ~4'' :c at ' „ `~t. w `"fr t e, . ; ~ y w., ~ , ='r ~ ~ ~ . ~ ~~"'r~,,.,~, ~ k Yom:; C~ ~ i ~ r
1.' , e S't .axr k. '1.:`r `+y,: "a r'r: I !,''n `k 1^ S ,L iS.n ai t«•i C'; ti £ ' ,r yLL I..#R7k EJ 1/1- ? lwlai ~ ( Z
' LIMITS t?F ~ .t = 5~. , w'~,., DISTURBANCE`, ~ Y; t` 3 ~ ~ ~ I ' QISTURBA1dC~ r~
° ~ ~ ~ 'n'+., 'L, ti,. E ° S ,,~ti .a a , ti, ~''~s y_ ° ~ ~ 7" ~ ~ ! ~t s x-.3 ed' ,e+C ~ ti", I ^~~i ' - 4 r5 S a ,t 'f YS'. ! • .!c".y-......,.. f S/.~,r~~F
rr eyl,. }'"w '`'ys 'ssF°,lye'}`~ ~ 'k ~Z, S gk 1r~ FS ~T 's, ~ w..:,.,~ ~ _ t " ~ "'n:,,~.v i 1 ~ xr tf j:,,., "~1~~-...,,_„°. "`.'^..,.,w.,..f' ? i "~v 1 k 't V S '~e L ° ~ ~ F 1`. ,_`l -.1 a . ~ ~ `"ms a d ."'m. e. ,..•vd r ~ _ '+..."L„ 4 ,4 =tip-.._ ~ _ ~yg..,b.fi£~,~~ ! ~ tr~l
~ f'. a`.. :a t \ 4 ~i.+ ~ ri ~ ^5h S V~r ~ ' f fi . ~ Y,, . .Y' ..v' K ry
c .u ~ t • h~' . Ati, )5 # t 0 Z 5:. 't " a Y . 4.,..r. w, ~ r ~ ~ % ~ ; "„.F. sx I ~ * 44. 'i ; ~5~ 3 "t F ~ ~ t . .,.-.-.r .~a'mu.~.~, ...r 3 !f ` wr w.,-~ w" a t ,.2 ~ ~ . SILT FENCE f
. ~ f~~,. a, ~"h~ ~ l\ n~.~ r ',ry _ ~ Y _ §SX ~~"ci, ~ ti+, ~y "ir F f, r ~3~ ~~T ll t:T. n .x--? ` a., j ..:5 aS ~ 'r . ~ . i i r~ Ln t - ~ ~ i r +,i^, w -.'u" x'^X:. „ , ~ "'e. ~`'.a ~ .off-x w +a. ~ : a ?~a~ ~ ~ ~ ~ ~ c ~ yy p' (~i~( t~' ' ~ ~ ire 7r/
r1y m as<.:;~' ~ .,4 ~ * ' i "r~ ~"'v~ , ',1 a'LS 2 ~ ~ .''~tl'~`+»,~~: o ~ < iq r « a--,,... .,,,,...,;-.w.-,<-~r...' ,y~. : i. + r
r ' 'a ~ ~ 1 a E ~ ~ J .i r a.._...Y ? L ~ ~A~ i S i _ w "*w.~. w l ~ , ' F ' r E 1 b ' ~ i a rx.„~ . of . s i a .,,_a. ; / a 1 r t : ,.t' f + 'i ~ v~Y.<,. ~ +.y a. ~ ~ tr - 3 i , r f ~ ! t'~ ~z hti t++Y~1fy ~ ~ ( T i3 ~ ~I f ~I
;~'*hr S .r~,,_~ tii' ,.}~q '"k a `L.. ~i ~ ` •'v, a~'~w~'`t"'~. ~ $ t a, ° µ'Ef ,,,,,.fi N.,• T M ~ - w -~:,z,~ , w t` v it ; ~ f r ir• ~ ~;r ~ 3 ? a ~ ~ i z t~ x S { ~ vi?, Yi~riYi + ~ ' 7 ~ 1~ r f'-^ ~ ~ ~ 5 Via` e,.+*`, ~~"~'1,~,' ~ ~°+4 D ~ g
, F ` s t .m'S~r.F b "F, w~a. ~`rf: } '{t 0 a. 0. t e z. 's" r e j ~ ~f` -'-;r.. ~1°ri'° .E x { ~ F s~ f &k ~i ~ 6y+. fy ! 1
f .tii~ , y r ' ` ' Gr^E ~ ` " w'L ~t w _ ~Y ° a ^-x.,, x .,7., , 7 ea J t ~t A" 4 . „ n, 'r+ir, ~ r,` # t jj a~q ~ ~ - fur
, M `'a° l ',`e s;,r~~ :4.^"' 1 a""'. E i '-4'"~J Pd` fe,~ f E,.,~-.~».. -:<'s...... "*4~. S _ 7.,.. > . a-r .,.~..w 5. '`•4 A _M1. ~ ~">4yy^". ~ v, ~ a ...,,.v,,, 2 e3'S {~''i j ' "^"'-.....,..,,ss ~""2 , 'ti, ' fit. ~-xYa~ ~ B~ 0 4 o ' i ~ s " t ~ i .t « ~ ;>sr' Isn""'I z U~k~UkPY+i~~~ 1 LT!'~~~ ! ~ i
~ - .,n
w r"^ L. ' 3", ti ` >k~ .,.'+'`,.A4~- tr. a. , '1 '.a ~ . " '1, ~wrvan," ~"i ' y',p'. t 'm`,,. `~i+ S i , 4, run Y •,,y ,P.,r`w. ,:.=;aG 1h! ~ 4 'q ~ •a w.. "'x s v 1 , k' 3 f~ ~ ~ ~ Py i t W w
..w. (~~'r 53 TES n ~ e `w^` v.~ t c ` i j Y { SS ` ~ l ~ ~ 'MP'
g~y~,,~ ?wr ~Y-„`<a^'°,"..,«. ~.`-":£+'7~~N(~ i _ L~ _ r rr r °w~ i. a ,~yj~ 'a r'`^ e .n d l~ . i i i
s~ f ~ ~k4~ s
.,°-.-+?>t ` n` ~ { lrj uit, tti. - F^ i.G't ~5 ~ ' Li. ti? a „Y 1 ,`5, 1f r ~ ~^'t`., ,ze .tp t,"'4 x? i^"w E S J ! ( „S
~„Nnxx ~ J,.A i ~ ' ,pro°..,~<~ E: ~ ~ i~a 5 op ~ I } F tf t } ttt
..v ,m4, Z ' n.C~ r y rat ~ ' 9 s ~ .l
~ 5' A`~ J ~ 3 E t ~ ~j
~j m•' ~ F O - -,,...t-.- yr- r .,.g~+'"' f Fe t i
N h.~fi ti: ~i ,r. .k P r 1}
titer , i r"
NNG~tP £sn ~x . ~ PRA I ~ ~S RIPS ~ « r a ~ ,r , , . ~ ~ ~ ; . 1 iV iV E ~~i. i 1\ 5`x~'~, g~w: sN.. C E~ . ~ + e, ~ b~#,¢r.K 4?r ~i ~ ~ N er
YM~ ~ t .
S Fa V4 it R y~1,." .x.+'4s'~ fiai >.r ! ~ b'• A crushed stone ad located Used to temporarily proteot i ~ ~ ~y""~+ ""„m ~ t' hM~ ~`P,~"~' ..M1 .1~ e' "~°f f3 ~.f,~ ~fi ,.^"°'"y F~ r (iy ~ ~ a
p , ;t ! I a., at the cons#ruction silt to NARI)WARE {~,QTy yard insets, gra#ed storm ""i.. ~$9 a
CQNSTRUCIIQN ;`••;o.;• provide a place far removing drains, ar drop inie#s €ram ` ° GRAU~L INl>rl' ~ ~ mud from tires thereby ssdimentation during ,4 3 djn x w E
EXIT protecting public streets. construction. ~ ~ ~ t., ~
label ann8 Cr48S BBCtan S OU
- o A harrier to prevent sadimen# be wide and shadow with UTILITY DISCLAIMER oA~ a~-7s-~as
S rrr,n,c?iT type from leaving tine construction GRASS-~~~ rsiatively fEat side slopes so ,k .._s__
OF-LInwG1141 sl[e. 1T may De sonuougs, Dotes CHANNEL surface water can enter over of straw or hay, gravel or a the vegetative banks without ` UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE CADDI'QC: ,-0.
BARRIER sediment fence. The barriers are ADA PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRAPHIC SCALE DESIGNED BY:
° 1? indicate type) usually temporary and in erosion. expensive. To temporarily stabilize m1 denuded areas that will not CONTACTING ALL UTILITY COMPANIES HAVING UTILITIES 20 0 20 40 A BY
I Controlling surface and air TEMPORARY be brought to final grade for WITHIN OR ADJACENT TO THE WORK AREA. THE
~g WST WNRM movement of dust on SING a period of 21 calendar days. CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED SHEET
ON. DISTUM construction site, roadways and similar sites. AND COORDINATE WITH UTILITY COMPANIES TO HAVE THEM
ARUS s RELOCATED WHEN NECESSARY OR ADAPTED FOR TIE--INS. IN FEET ~ C./.2
1i~=20 ft "mom.& Ill

t~~VISiC?NS U
al. r'"1~!~• c,L,~~ ~ ~~~t~ c~t~~'~at~. ~T~~ c~+ltr..r~; o 0 Si tN~'fF'Rr• ,SPIt~1_WA'~( PAGE "Tt7 Gf~#f'~aL 't~'RAtN-'~ ~R'( "Ci7~• ~ ~fi!t~- FtPPAUx!,r~NT'5..'( >aa" D>~P "~Yt".t~Cf""'
~ ~ N , ~ ~T~r 3, T~~~~at~y ~ ~~~J~~ ~ tNL.trr ~T.t ~ ~aFe~ !c oN, ~ ~t ~r t' _ tirtnP~Rki~Y S~ptM~?°f-' '~Ai' ~ ~o,Y~, ~ tN~1P~ TbP ~ l~tP' `Ca ~r ~t~. VAT1Qti4 P~ ~~T~~ ~~Ey~L" ~t'~'- "P aT. ~7 C~:'I"• ~•7 WA511'l~ P tIHPEftG>ttT"t'1NG~
45CySTCt~ , NO ~Y~Fptti.. ,
G~tJt`t-~T 5'~C.Tt~k~ "i'C~ J~q~E.`t'AF~"C~. ~*,Dbt~ F>t'r~t-R ~J}F~N -S~tt41"5 l~±r htF~+~'~ u~+'~~'( PRtiT'~ht 'iliL. T~&iilL pit'"
t2: G1>Gd~R ~.~IM~vT' fit- "Ca .vM`C"tDN 34{.5 ,Pd?s~R ' tt ; 4N ~v GjccA,ri~. wn' r ccav~, wry -c'vp ~t-a~varRrr~ •~-'rt~rt~ vim!,... A gas'PORt' ~'C+`~t" wrrN ~Ei51.q'P kY~xr ~k Yn~ o~ t~rtc~,
t CA t•.l~r d ,.,Ir . ~ ; lti117.1i^ .a'71"Cnk~1 OF T+i FU ~M2!RNirJ~~M'i"` ~ t'~= . ~ isfisx.T Ct~;rvu,;~,~p e+>w ~ i ~
.t ~»;r. xr ya: r.N:~a~ 3'f a~ is iQ' ~c.a ;rtane nv+cart ~N7U1?~ ^t'}}j"rT` TO TtJ G L:AS G7 ~Pf' ~•p~ ~~..n T +'YaDfi, r ~W? . t3: YH~+}tT~A~. Qll..t- V!'~ Pic Pt!1. ~ W+~ 1 Tom. r7. rfr r ^4 \ 4°NW+D >t. 3.a+.3: . A .cA ~ A ~^•~-Sn .a a. i ~.a, mo&, l'1t'1`fi~f{ ~t~rct~- TO D~' N'~1-FN r '~'at,~~+'a't'~ ~ ~'RpPYL~M~ 0~ TRT~T` Tr7P -'ri•~. 1%?d~>, .1~'r iaR,a.. ^!~.ttrT~ t~ X~iMm~ r"arr~.R Wt'f}t 1~x~'Ra ~"R•~rv~~r+~.'_ 5'p.~f~irl, ital. {t+,,Ntr~tN+~~....
~ , ,r~n~ /G~".tiS ~ Yom' T't~ tTa ,~(.LpR."AAeN4~. yr{ft'}4 ti~l~'f'A'(i~+ G'~t~l. ~ II~1/NN' Ali iFrE E \ ~ p ,•r~a o r ~ ~4. ~ f^'AL r+t~-rt~s~~a.. ~K~ot~+tr3i>*tc~ ~~uw~, Arta r~rrn ~i.ow R~~'~. ~ AT t~~aT o ~ dart, f ~ (Mtts~,. z
Ao ~ns7 ~ n., y~,~ . a sir ~"•~y'+: $.r'~. "Y ~tf ~9 Cl.'. 445 ~q 7~okn rolC4a, . ,~.y-(~ ~ [ ~,/~y~ dfi t ~1 „ 4 ~ ~F• '54;1.i lV+ 'v !F^~tVt.^'F+. iM+~" F'A81~?~, ~totJGp !„l?N'RR>!tN l~t.9'~[AVIpt.E.'C 1~~ INi~1Pil'to~;*~ Ahtfi3 ~
tr{•, ~a~ti~:NT' '~"D ~pE F~ fi~'~ri('h F'JA6tM kf.Fi~~ -T}4~ f-,t<VC7trt 15 n F ~J~ ~Mf~asVKN~N"r G~JS? s~t~'CUrc~a~D lgR6.A ~'"APa1t~;zt~~:~i , d ~1~ DIM'~htt' Y'CX~.. ArS ~~AkrN 3t+k ""fib. VEGr~b'i'loty (L!
' UP° '~1'ir.~. r ~ "CAP 1 c7~?5~ G. t,xt,'kr~e?s~ rr 'n'c,.:.na, 'ri11'4'1i1ty 2•o r,~ 'R!5 (sarn~ ~ ;A~P+l+~ ~ir~
. f ,_,...W......_. .o ter. 6.. =fir T~ ~tw r~~~ ~ w~+ A Mrr~~~t~~, t.~iv~,•c~t al~ ~ ~~.r r o
°T~~r>rot~ttx.K 1~AVEL. ~N~-rt~,uc-r{U~ ~r~rRa~~tc:~. use ta.~.~. w~1~s~ a'~N~ - - ~7 ~ ; 1F Rki~ Gt~T" $l.0~y At~JDIN:tN~ GN'ATUt~R^~a i y r r~rlUt?
_ -ruTaa ~nnr..+. AST' AT~~t)MTEuY t31"RF8tL12:~' $>rF>~F~~ GR#t?ta~~t. i~'a
n faryrw~ L~N~C'(tuGT~t> 1, Ar 51±S~kMEbt1` 'FLNc~~, ~y~}nE14.t7 ~ '1'~ ~~M. To 'PR,~V~n~~' ~1~tMt!Ersr 'F'PM
P~'rb vyMKr tsrel. hk4":~aM ,.1.;,. tiRe,xvo 6` tf~ 3u..~ ,.x ~RPtiOFF PRON. fi>.VEp ' (iRAY4L t'C , e fi.0 i~
~ ~ 4. n.` tP•P' ! No cw}G~, rHaN 1~ Mith*: vv~ ~ ---r 3H. FRt~i, ,tit" ova M.a~: )N~i'i'Alt~trl? A~ 'at+caWt~l A~V>~. art~?t+t[>, 'i'k4~ ~Y(1R~,
_ rfi~PFh tR4 dK 1 P~sr.~, nS CFAs,'!' oNc P+rSS•n on 1T`r ~m~' lµ `~A. a as' >^,.ar~c 1 0 5wT'R 6`,,,~~ f44. ~..,.n r F~NF P.oS'r4M.KOW, 1'bR 'WiA+eWFi>-` ; iSRa i~ 4Vi:Kfis.CW ~ r.; q.ob. a+.R•u ~ ' UN'~'{"Pe~s-~. ~iD. F4'~tr11hSC~ "T'~, .G~i'A~1T*1L"s4,.. ~
h o xL. 959• - tl ~ ssotvGa4 st?A:riL~ J,'1~I>t~~,t~lT" '~~i`~} .Jr. ~PFt~=~C Z Lou(:sEh tF :br.c+~!'>.. ~....3A N`T" '~~tve.~.
2"S'wAaRW? brLNff. ~ ~C("1h0 IMt+.l6,'f, i,.
•XtT' t F1 tS.U` F414R~A ~ 5;L1lAT ~,aAp _EI~- ,d:i._.-'"aa:••a• ,`JIGr#vC ~~=$%flaid
~ ~ ~ f t .i:~nlj:, p8 "1"41 ^ 5'?~:4: 1Mh'~ai-`~ ,?~o i a
kp, ~e~r.~ r il~l..~'T" T~,a~T!^e.`e",vl~
Gcaty%~z~c~'iciv ,.r~'~t~lt"tc,Al"t t~, 3. rosa~-~Kurncxt cs1r1G.A"iyrxq~, -w. - xs~ °rtt~ ~rat~~''t~r.~ 'n~y.t.NAy~: ate. S'~ qty F~~n•-
~'t r;;; ; ; , ! ~I ~ q:,:.h4't"t~`~ i6JCa~j"t6t~-'P`Dl "'Ct~ B~G.'Y.Nr, AINS? r~jt~A,V~ :~T~G:'["J#`~. 'vdtLt,.
j, Gt.Ets,R ~4rRkNC~ ~ ~k,T" Pad G~ Arm v~~TAT,a~{ 1 R4Clr5y ~ oty F, aNDRY':ttt BKGa.OAT>`D 3" Law Gt:~~kP'i Rl36 R1dA ~6j"1"~tFy "f~l'!E. Afi.~ sSt twT''t~tyt~l'nr~~ - ~SI •ja41~~ ` ~C. ~"~M!Ut(~ T~1~i37 t.J;i~D .D+f1G3t~1I7 SMCW i~:11.~'„'S ,
ar' y frcTtcar'i Aat,~. r~+aT'~~ta.,~ . i, rbtYCReTtw, K W~ , ~Si~,oor4, Fo ~ , ~f Ai^FD t~'~, C PiJ. '7Yt~ DN3ait~ '*~P , 'F"LAG~ f3L0riCS AL~AtNST ~M' tHt.E.'f' °~Ck r.ASEtU.L. ©f At1.ir ~~t~FA`f'latV. J4N~' ~T"' t~Y, tl~'' ~ .WM r ~ ~ ~ dry!
°~u41*aR~'. ~R `t~4'= R;~.a ~,punoa,.;t~.N SA. "Il+a~'"V~ ~+'CttA`xt,~ f ~x~ W11,~ G.~->»GR ~p ?SC~ck t?~~.D1•,1 !~t.~~fl~'T1O;'{ 3C~~,'S rcnwn~ ~ti;k~{{r ~ (ra~, `-r M© tad N yC~,~ !.A^17RcTED FILL p. 5 V ~ M ~ ~v{y.
f1,Ar.~ A1' ;.~rryti' ,tti~. C:w~-•t~e'.t`~ TSLt.c.K, Cn ,i5, :.tGt`~. ly E.RJt G'oS'fL^,t~ r~r~R p~a t~
}}AYE A css.^'~a ~..;4•~ rtt~ ~v.JT1{ QttyF+ Ali, i~~tyo~ Yati.t•. 'Pi~Atta Tc a~ ra~..x.e;:~. t15~ R~.t. MAT~RtAti. ~'r Rr~arS w0a~`( VEG,~TA-f^rcx AN;? ~,a„ ~C,.O n4'~P~ t,•~t~I ~r1.I { frt ,.,1 1fa ~
`?19K' Y1.CX.t:. ANG (,~RAYEL 7r'RAP ltvs.5't' F't~Q"(•~Tiaht ~'~R+SCTUR~, CJ'FGjAN1G ~r~fC~.; ~-ALi; ~li.L. (IV I.l~i'J 1^+d'f' ~o i;YC„~" 1~j?
3, ~ :w+1~, r,+r-,et w'+r;1 fL° hF'~ssva,5 ;~V~R au: t~r.w+x. c~t,N~~ as>rr~ gtlcr. Mj°cC,i}s~IE. ~.aN~p'p,cT Q~ GoN~.'t~uG'~fioN 'SP~t fit. yt~~. °I~ '1~ ~+StA>a~ , y~t;~ Alrf~ 'vaT,oN vrtt3Y~l~ . t~rc«, t~gtrvAGt~,
~i`t~~' ~tizsr~~~ ~~rtL.~,~.~~ -s2.> •~~tr~.s:stoN~S , G~yr4~~cr' S6ntM~ty~ ~ ~ ai, ~ 1•i7rJ ~S~E QF "i'4F~t~iL ; , q.o~.. 1 y ~ ~ ~ ~
t~~+ VttFtrrYCED "`frC1M4. Tip 3" rN SlLE, 'r}, U`.xlr ?.O,T. X51 wWst?tp ~°~;ota~ "'tGr t''}.DW 4'a.'t>=• '~lSr' Ai.~.ar1 ;1<a~5 ~yuD .va.~"Ir.N~ ~lichv'ri1 , SToGK'r 1~. ~R,~v~NT F~-~ r ,,,,,,~.,,,,,.,,,,k..r. n "4.p ~R,~Y~NT' *~v.t+^~N1" ~aM1 'E~.tNGI ktA~Fk~ ~i1 C~ ''r: ~ ~ °I>'~iM ~ ~ 1 ~ td"a y~
ii~",yA~~. sror+iK on 2.t a~4~ "~a wr€w{rt c~ T'ar' ot+ VA~l~E. 5~`ST~M, '~~NL.'r 'fb 9w.kT~Np ?ND APPiicX_ ~ i'J
N ~ N+ArNTa,N -r;.t~ ~.~1w~ Pc~v {tv a ~t7tvat-c'rr~N -rzy t'~J~rtr M~1D oR u~~~~ ^~a-r ~r~~ ~r;Lt_wc.~ crzesr iS t,~vtr~. ,aaa~r wT ~RST i~~L~ 7a°~v b~' '~H~ h~"GN,f;tr;" ~RpM ~~A.YrN~q '(~k~, 51'!'1:., 4~tota,,ca Mua ~'i~Prx.~f~ 1,~' ~~^4J °tr+t^ "'i"CP 't'44'~. A't° Att. ~'Dt+~tr'~• ap%v b~' 'rH;~ 't~tM~'f"6R ~ "S'~l=' ~sfG>C.KT'IS.~ ,
cat wAsrltr~ pro TLRR1 PnP,t3 , tt" ~,13~ R~J~ iM~ ~+Y o'~V t.~r- ~nw.sGp ~rr~~v 'Tr1~:. Y5r•.~x, air>. ~nn~vu~ raw FovR ~ -rc~av' w1a~. ~rxtti~ oy~ -rte ~~xv~ boo >~xfs Pl.?rtN6t.pR~ t~ ~'AE~Et1L« 'Co ti~L'~ ~~°?G~1" i?!<~CrN£~ , c>*+ ~a;:F arrrv~. cF ~t~. cows ~+r:~r
[~GX71h1'~L:(, Etr~T' 'li•1Q{JLTJ ~t=,l,C.t~L7 WITH ~1° ;%'IAt~E.T.~ STDNE "?2> 1'f~~t~cS`JF' S',~i Nc L1~i~t~ ~''t>t?~ 5F'Il-1..!NA~ 5~1"t~!'~E --•^Gl_~(~Fy't (~j+` ~,.~CC~'~i~'~t '
7.13 WA`.•4lit*Kj Wd~i blAt"~ta, CIS tNt?i~ p1,.b~+C'S ltvT-p 17PAttV, C.Ah1`t'Rf~t^. jj"r'pt^t~, ",:ZO 7.2i
7.1•~ 7.19
11, Gtt'tati~ ~ !"tN~t~ c~t,~~~t~;..~ (Zi~r.~ ~~''Q"MY LMert4+oN MF°~G)~IL:A`C•1DTs1~ Practice Star:Jarr~s aar~:S j~eceJic~inas
D+Kb pro ll,~ G,ar,{STRUC+T1~~ p~a,s°tr u,r
dl:tlrgy i. 7r,'Ir{,A.1'A!T~. "~it•Y~• Gtlhhtnlf=L. AMl> ~ Y1- '[t~ A+N ~.`i~t~d ~~Cffi-SA:~.`~ION f5;.vc~ ~ I ' ~ II ~ Calcium chiaeida may hr arpiind hp~ mechanical ~xeador .as Insrac, dry
3z9," A1`~ ~1{OWp+ . vJ>~2N 5TAKtntGt IN?~1=A`C~• A- ~.Z,' Od~ftG~•S" Af2tx~ND "'i'tt;~. ~ i ! # # ! # ~rartulu~ tu.Atdscs at a rate tErat keeps iJw sur[aee mau#, but.nut so high.as to ~ coarse is~atcrpo))tuiat;rrcpkant.datnaga.
Gtrcr+r+~t.. ~ztr~n~T~. Fors ~tL~tr~~ a,~® ~~utc,tvc~, . ~ QC SpriiddingThc site may ~ Spriril;)s;d until the aurfacc• is w,i;t 5ftrirdtliru,: is
&4 3b4.5 ~1 Bit alDC sw>wa KaR rarfi>py The on: ~eflnltlOn The control of dttstrosulting fran> 1,3md•disturhing ttciivitics. enpeoiaUy affective far dun comrnl un hauiroalsand adher trafficroutes.
s.' Lac. tort' S¢"f~ilr1C.0rT1Qj+~~ ,a: 'a' __.-----._,~,o~ ~ z: ~tL Aw~Y ~,am Gtkar±ra~L .~u>~~ac~ wa~R D.efinrti9n. ~ip.~ ~at~1 T' _ - za ? _ ~ , - ~ Rey. titane used to sta{?iliac u?nstructinn rs':sds ern also ha efl'ectivc far day
3a+-o ~cb' ; ys.A Puf Q~~ l~prel ;,5' t ~~fpQS~ '1•~prev~ntsuriacctmdairmavemantofdi~t.G'onrdisturbttfsbilsurt'actsthnt contra). may r;ausc vff-sit'e daruagc, husith.hazards. and traLte xafcty, ptablvms.
'~AYr~, ~otC.~ 5!}RFL+,G~ 'f~ '~4RF~rY~rj.KDf1NT% ~.riUS'~' ~ I.>rA..erE.: ~----•rS.o'.-. DiPPG.Y 1.k1+1~ ~ PTt~.tZEFi I+~~tR ~eSCzi~ -{b '1~~. C~ilkNts~,, ,del? A7~SaN^ may~;a Rarttiers rl board Ferteo, rsnid fencz, sedvuant t~a:ce, or similar barrier
1is~1 P~~A`~ r>v o,C.coRGWrv[.~. p.tl7•t} Y~,~rra-noly R.AN, StlRt~A~o~ Ut~1F=e>x,.M ANA WA'C~~. wifgH'CL'f", 'p`'~ ~ . _ C~ndifions Where o~ Can control air currents and hlnwinp sail. Place harriers perpendicular to 1S ~(f Y~f~ On constuctiun routes oral other ditwlkd seas auk{ti~K W surt'ace dust prncuiiir~,uir currents at intervals ubaui tS.umes the 5turiar heiplht. W'herC
,~bp if+! A STAG trR,l~~l fprT'r~Rt~# A`.~ 5r1raWF~i vJit'~} ~tR,PS i+((1Gd~t" G,4Cwir 'at~'Rc~r{'t r ~ ~fl~~a~a yT~Y~ ar ~.°r~ ~ roa ~a~ 1.«~ ~r~ . Practice A lies r„ut~eyt, A j)t~ moi`emant: atxl dt~t ~lawin~ eheCe otl<site dnntago mnq.occuriJ' dust is rwt dust is a larsnvrt prolricm, presur4e wurdbr~,k vegefat%m. pp corrrraiied;
~ ~t~ ~w,ns~~~~ (c'vvr;~ r~;u ~ •~',t Y~tu, vaM vASxv ai pp chrraai Y~1"1"'~G+ `T't~t~ll-~(' RC~At>V..~"f' ~-H t'~`rk i~. Mono e~nva•~,p.tr ) Pillage--fkcp )tlitw lar~4 s~~n, vndistufied arcag apd bring elocla to the
F}G4t? M~:LH iri st1sC.~ lt+m~DtA't't"1•Y Atw't~R, SPR~ACarNt+r tZ'~{ A surface. Pitts is a tunpnraty crnergetary measure tEutt ~n ba usc~ as Sant t?,s Plann)n Cvttstrtrctiun aetivitiw t"rnrt disturb sat) van be a s~;rvfit„mt Sw,rcc o£ air soilb)4wir stgris. A,e tar law• an.the yvindward et` a of@tesite. W -
,s r~ ~r~ rr~~ cau~ca car; tsv >~4{~s~r ~ MA'~.tt~v Nirrrfty t~~rn,tt~l~ ~+dY+rn1, Planning 3. ~ ~ ~ ~Y ~ ~a putiuti; ~,Pr~~-~:h,~'. Considerations ~py~~, 8 P m&' ~ pullutisFn Lurga quantities of dust can be.~enaratnd, +~peeialty in "henry" dryfatlOnS sonstrticfiat uctivines such as land grading tpr roast crntstntcuon said
5t7kit~.T t,PcYIN~ N;w't'• 3=~ "ft4~ "mP Ot; "t1.4~ l7AST'1 ~PS't ~.NS.~ camme commercial,industrial,nrrarhdirisinndevelnpment (~aintenance: NTai~taindustcnnm~imea4ureethrrtr~hdryw•Bather.pzri~~istanliiplls&sttxhed
'4. ~C?t-l- 5c~p -pia ~s"c~+V1D~. F1Rn^, soc~, rxx~tT"ra~'r'. CaF -'iN~ G1~GNK~t-. ~t4p 1)[u~a.1. T vow~t <.,R~r±.. TTia t'sc~r area? have been stahili~.ad: Z Inplaprur~r furdu~t ~un4a), it%s impsntanctasuhaiulp cunstruutianopuratians ~
~T',S~T"G{{ ri~"1"i'tN Inplam s4 that. so iltat,tiieleast area tS drsnirbe<~t ar one time, p
~ lt~uf,t~T~ t'Nrll.. ~1L hlt~'r" TO AORt?T" ~ Latir '~t~ ~cm. 98. vrt ace S1aGrlizatum~ References k ~ Lcavc undistrrrUad bu[fcr areas hulv+scn pradal aru+s rvhcrever possib)e. ~0, Tcmperary' Seu)ing
7, t~~~'( "1't~ 1jr'St~yP~ eta A.ND Wit"- N~"i" r.J~,~ L~vc; 6. KIT'" Sop ~+{Sr' t~h1Tt~, TAt~+=s ~por, a p~.t~o5~ ~3~'. '"tLz~ -~rst> ~.~!>~Q't ~ 'i'}i~ ~~n Tlrz r. iY.1,1, permanent Seeding Thy greatest dust. prnCSierns neiwrr w)tea the. tatnbaUiltiy. of rainfall erosic7sr u til4,bluleiring ~
,7a f' K .byGKG~~r. 'fk~~ NAT ~ y.'i}kpcT 'fib 5'if~J+1rJ .t~ 4YF.•t1"~ L.I.D~~"1..1' ~F'IriS~'t'_ leapt. 7 least. 'i'hevafcxe, do not oxkstrse karge areas'af sni), ~spECiall?~ during draucyrt. w.
t;~1.• a•tovJt<•V~. ~ ~1cxr' Sl#it~Tlr1 T~1 f'{t?{ Wt'r~N avnciati~ cunclitionx. tablat•kalarad Practices
360 `..r~`AP1»t1VGr , lnstalt 6.Rf.,CnnvuucrnnRmdSG•rhiEirataen lnstaLt tcutpsFrary or parruanent surfaco smbi)itarium measures.immediute)u
alfiera a[fiercomplrtingLartdrrading. Z
3~'4 ~'l, f~~'Cfi>S~ °.~tPS 54k4~'~t~ ,sue ,~ot~i~cy '"toC,~'Fi+~R, ,A1.atyt~ Ptpo t.M oP z+oa 3+0o giv~S y,lrt'1~ A 3" ~W~R1.~P k-0*rti.~ ~p~1,'~r3 rOfy~:r'i~'EK. Design. Criteria No tor. fi ~fEf2fl~ No tonmal ddsiga prox~tu•e is given for cast ~rontro). See Consuaiction ~ 1
s~ee~~ Specidcptians helaw far the mast common dusteontxol mctheds, ~ ~
ll, L~~A~S-° ~lr~T? ~~s~~rt~t...~ To .~o,rt ~ >'•1~tYSy. tN`a:T ;*t~=w a,~ t~~r t~ ~vLt;rawy C.~Aii*t~1, z
I~J~ Cbatc,ur.'rw~ ~ 1~ A~ Wrftl lY',`.~I.CYP~. ~'NX3 Ai+~ QV3wP.UtP >T tjg.,, V,irs'~} „ Con~fruetion rase "C~'~ 1°~iW.Vtovsc.Y t1S't~R i~Ot..c... -'~c3Rty utaiec. b nF pravtt>F q o l;yfruetion t'ogeEative c~verTor ditttrrhed arcac tmt, subject to traffic, vcgctati5:n + ~
Specifications sr~rtl .~Pa~r~~ ,.~>~xy n~h° rna~~n x~~~: 'r`Et>? e~V>~RtArr' i.?~V~ ;~t'A,T~.~ 't~vr~lz~( t~" f~.~os~ z'}~ ~rvt? i1f1C~~IClnS provides the most prurtivai met}ral of dust cvntru) iRi(arrnc~er: Stirfrar V 1 ~ 4"~" Stabittzarian}, ~
. .M S'MAc'„ wPl+ P.As'I"IL ~OYS S,?!!'f.~ NC«YSN~1 ~ Mukh ~Rnr1MY GHAN4aEr1_~ t IFis1»afl # 0 Mulch (ruriudirtg gratol muleli)-:'w'hen pr~*rrly appiier~. mu)c#t offers a
f«st, affeuttvtR m,:tms of Cgftlrai)ir~ thwt. W
~ ,~p~;y_ >`#pray-~~redtt~sive-l:•xvnpies•ofspra}'•an;Edhesivasfcu'useMminerds4ils ` ~Z 1(y~~
ara Pmt are pmu;nted in Table, F,.7i4a 11rf t ®(M}
u+aFlr3rv~. ~t c}lhryrt~R. *"~'3 "fableG.84a fab)e G.84a t~tai~ Tjrge of App)Y
t1~,G~;. z~ ykAOe : I r Spray~n Adhesive for Dusf ~ moo' ' Control on iditteral Soil pn;, ve for Dusf Dilti~on Narxfe t3allonstAcre ` litter,~l~S4il Aniortic3s~halt ,r,~,j L ~ ~ ~
. s ~i+NIWNrt (TRAY>S~ 6:l : ~~q r pwa+xa~xy 4RWtl Ct,&vA'C+ON ~ 862+0 2ITIf ^GU+-.:JEP,T liSUeRi' uNC'a5is. emttision 7:1 Coarse Spray 1;2t>D, .wt.
,c , v. -AT CCrr'~r.sr;Jef~r :~r+c.k.U~~~ L8f! 'S`~ita:1 Hoop ~ Re° ~t- Lafex.emulsian 92.5:1 Fme Spray 235 i Resin in >M1~afer 4:1 Fine Spray 300 f ~ ~
' ,r . r.. t - - CzYwnFLU GHANNti1_ I -
r. x - GRAr~ Lig~a Lyi+~Giw , },,r`ta z~
F ' t.&,~1,'1'H c ~a' l.rtira~,-tN t 6O'
'f ~ t'~4~NFtaNG r,AV~. 5t• ; .~roz.~ e~;L,Hya,ti c,,w,c+1. ~•r. ~ :?b9,#1. .j,., ~ IMr&KSfw~'iloN w f,Ht,t+ht£i. Ott "`.wVC fs~zCl,&T•-i<'w;niniC~ ~'fhP.+~i. ~ ~
' ~ G1iMNP.+.. L+0j~"1 •p-i• ' 7,2$
Vii. OUP ;+t'Kir"~ c~ tY6.•t'fVtwcti FAV~A~ti^ut_ ~C~'h`~'h
w 'CQ T);l GIR1<0•TrcSYV 4~r w~o-,~ }•w ,`~r~ .

'.gait •:~'x ~i~ , ,~1„ . ~'t ~~~f i ?~;F' A+lct~te, W~Em J~sN brRlrs @r " cry t,,~ ~
I ~iN P b"t?t~n~4f antLtWtt,N aNP I,: EA'~R~gPp~Hli. r''~~
y ~.~a
w
b
~~~~9 w. r ~ ~8
~~g oe 2~ ~a a~,
qQQp!t ' - g ~
9~ i• t~t~~ D!"'. ` S. ;^,,n+e( Now
y<, 4V / ,yA
0 s s o
a ' ~ySd7d,JY4r94'84
a aa~e oaa-~s-aa
nt~c,~ ar:>
CARD QC:^
d DESIGNED 9Y:
M AWN 8Y:
~g
SHEET
m.
Dr C9.0

.t'rrr<'zlce.,3iasdardsend 3~ar.ijicariorrs C'ru<Yice frarulnrds oral Speei,Jkarioiu ~ a PractlcaSrarrdnrds grad Specr;Jicarra>u a
raft. of I la l li: tvns+'acra vn ccrarscicxturocl soils anrl2:3 tunxrucn tin Ptttu• lt+aeedand mulch eras rrheru swYllin "ant: ~ettty ,s • tit, yr wh,uc erwion 8.10 M2ihten~flt~ h 'S Pa .w ! + 1 tenhucd sviixax usrutlly suflie£em, appl}'timratoru wtifwYaly:mtlinuorporaty vcctus, as soon as passible. 17v nvi mow. Pmtut i'ruta ttuilie as much as Tate 8.1Ra Si Ca F
itrm ~u; tap U•G ittrJtcs vf. scut. Ya;ls with; a;pti of G su higlicr need not, U pusaiblp. Tabtes.laa See~lingmixkure Tabie6.lob, 5t:cdingmixkulra~ ~-~~1 d nparary Seeding. Species ttata (tbiacra}. Temporary Seeding spades ttate.ttbiacre} ~
timMt Tamlwrary Seeding. Recomrrtandt~it:ns foe Cate tdatit:ns fve late Rya (grain} 12Q RecammendaEionsfcr Gem>anmilier 40
C}eflCllti~n S'[2r8utR tepid-givwutg aptnrnl gtaszes, sntaiY ~»ins, or lumtmes W pbvida Cer•!ilrrer-IiascappUCtttic+rr rutcson sail tests ~7un thcsn ray ra?t p9sstiblw ~efefenC~s fiire Ptepurrttinn Wlnter slid Early Spring. inisi.~l, tcmpor?ry corer for,vc~sioncatnmtan dlStirtU<l elves. apply a liJ•1(,.iligra;k fenslizar at 7+:U•1,ikkS <b.aczr.'klcdhfrrtiiz,~r afn#litua ti,03.3tu#aco ltaupJtoning end Early Spring Annual iespadexa {Itnba in Summer W Piadrruml and Ca4stai prairl, Inihe P~dmant and Mountains, a sma#-stemmed S.rxlapgrass may be ~
.chnuldheinu,~mm,tadintntirsrnp.d•Ginrhesafsnit tFchydrautia5eadaris S:Od,'Ie}'x+itint; u~ ~clo nattttit scadm,d'fertilizcr more limn Sti mi,tutes hefulp eppiigation: Korean in t~oimfalne} d0 suAStib.~~ ai a rate of 50 thtanre.
PUf OS8 'rutemptn+ui(ysWbili~demul~lt¢cutcttwexiHnal.babrouglrttolitutlgrnth+ SrrrfareSt~iiIiztttintr p ioraperiodvfinnrardtan~t eotendurdays• 8turacc svr tetrix~ tf rcuct,t titlagr: u +rntiats barn resut€ci in.a looso G.il, PermnnentSeviirut fl, Omit annual lespedaza wtmn dnra;iarr of temporary cover >s nn€ to Seeding dates
~ t, Pro `temporary seeding c,xttn:lsru;raffand arnsionuntil parmmuntt ecgciatitttt u gurPar+y edditiannl rertghening m;ty,ttat.he eayuirad, escap;to lxzok•14'+lazge b.1.1,.41riich?i~, Adonntains--hfayl5 •Ar~;1G trend beyond dune, Pledmorst-May 1 •Aug.1G
clsxls. lf.rninEsll canses tPw sttrl'aue ra bax,mo sealed ar cnt;tcd;'laasat: tt othor oro5icn coauu] nrensuras'can.becstablished. In additi9n;st provid¢s ,1 Sr Seediirg daces Coastal Pl~iro--A,PC 15 • Aug, tS
msidae ftx srul ltr~ttac€ian and s¢r~lixd.Itr'ivlmmcivn, n,td teducaalx9bfams aP jnatpriar Gts¢edinghydisking: raking, 3uumeirg;rn nthm` euitnhle metltcxfis, 1! Grooves or fwraw slopes steeper, dean a:7 at .the contour baPorc seeding 5.02,Ycgetatioa Tables mud atul dart ptoduativn liven hare soil stufuces ilcuirkt csmriruc4ion ;p{ncti;.e f {t#, Srrrftc.•P,r+ugFwmttg) Mauntairus--Above 2b09 leer Fep.15 - rVfay 15 Sol! amer:dments 6afQw 2500 (as~i: Feb,1-Nay 1 Fot;we rbcommerrcjatian5. of Sat tesle pr opP1Y 2.440, tl~dcre ground
PI Pladmont Jan.1 • May 1 Ci~astai Ptah--C'rec,1 • Apr.15 agricuflural limestano arici 76G tbracta 141a-10 ferlilusr.
t s ~rrrd v atatr. ar sn. sa ' v°•:uacd sail stufane tisimrn PG~3»~iT&I»1tE>~IQN ~ ~dE1C~ifIgFiS~f1@C@ {.ra:ur, of ,arc'€ d,. .sr, l} Mkt c SafcctanappruptiaU:,9pacitaprsasicsttti`tnuc,frtsmlabicG.ltia£a~.adais vegem4,'e wvn~ is tzaeti^tl far less than .,yress~ AptBk,viot>s aPUtis pmntten ~ SI Solt amandnreMS Mulch
Ff~GIfC~ ~s h89 iu late winter an;i eariv sp,ir~,'fablc- r}, itRi fur satumcr, m:d Tabis G.ltk• f9r. inclw#a diveniom, dams,lempnt"..ry 5c?limant basins temimritty head banks, toll Ft F43(rnN r~:ommandationa of soli tes#s or aPpN 2.000 Itxacre grows Al~aly4,000Ebfacn:strav+. Aachorstrawtryiackir>awttraspftalt, nettrrrg;
mtd topsail, stackpiles. a< In ga+ ttvuntairo, Lktumtx+€ ~akl kuuauy x•afirgs h,~tvc ptua citanca ul' agricultrsatlimaetgnaar~i7~ih„'arrrfl9.{t,1q-1DfertiUzar orarrnitchartcttoringtt~l. Adiskvrirrrtdadeasettteariystraightran.be used as a rr?uich ancf~ring rod.
P~SCIhIi1 Aratualplats,whirhs,°gvu€andpRV>crypShcyznJ>urvivc,fiuunlyaru~ssrotn, stuass.'Nhcnilzsrucussuytaplantutt}lcuti4resi.uuoncvmtngpdattcn9 Match fNalntenancs ~ ApalyA0001tuacrastrav+. Anchor slrawtxytacKirtgv+ithaspl~alt,r~ttrng, RefertihzeiFq;ovRitisroiPunyadeq~te, Reseed,refe+tNizear~dmulch ~
fa fal,at:~iasvarrclytayJ~<Intulcir. ~l err; suiWblu 1'ur atablishirrg ittitiaivr tamptmary vr>ccuture cave. Tcmparaty or ~©l1Si£jeri9l'IOft6 srndirtg presc€cca the ptta,ltrity of earthen s<zlimat€ resnUat strttetures such ore mulcft anchoring tool. Adisk witli Warksset neaRystraightcan be immediate~~ ini~ving erosion another damage. used as a mulch artatwpt?gtod.
as ,likes. diveaslurts. talc! dze tmrtks of dasua,utcl aedimar.€1>itui€rs. ll out alw> S~EDL~@ u: R1 RRalnEenance
redo;?.Ut,:amauntofmainte,uutc,• assGeetat~~witltdusc,d4~v'i~:,s. k'iuc~amplc, Pcantgapply sr~ciusiAr;xcyclvnc swcdar{brvaci+nuq, Jrill,culiip'ackersretkr, w-hydrosca,dur. C.sc acac5rg raios gnv;+n tn't'abfus ii.ltla•6,1G4t OrtxtticasL Rt rb¢frezlucntaynfsodimesrtiatsinclanne;rkerovillbercducedifwatcrsttednrens, s~,du>Mnndh'drnsye¢i tuna rp iatafafstcx si swhrreeui ,atrt RafaRit~e if•growth is not fu9y adequate: Reseed; refediirce and rwbh
f t4' pl Pr . p it Cm nmsided,onetna ov,sintctinrarnw,?ro:.ral;slirad. c7unwt tx diiWtin Hat81 1xiiz~rNcrting is nut resarim¢nrlcd trot~itsc aE tPra trn Irrunadiataiy laftnwingerosion or other damage.
1'rupascex9lxrltir~xnatiat45<slvadenafappmpciatospaoics~3rtdusno£t(uality diffieuh} innchial•ingatuufari,tdistr~,utinn. ..•>aadare asunputtatttinthisPmcticeasittTtrn~rieeG;tt,PertitutteutSeati+rR, 'Smallg,u;ussGptdciax.plantcdtx,morebranliuch.decptandgmsr tatd
Failure tv fallow aatnbiishcd guidalntas mtd rncnmmcncbitians cnrceltlty nta; l~~umrs no mote than t,„.im h. k#oackctsi. stu! musttx. cuverecl bq: rakh~
resaEt in nn n,ad¢qun€c crrshnrtlivadt;tand of uegamti,ity tbgt.witlgotcontn>} cu, char dtsg~ing, veld tlteu liglttfy ftrmad wolfs ralt¢s or ordtipat;kat. c7asiate Ilydrtisca &d rrsitltves slwttld ittslude a woxifilxa j~ qulns~? mulch. ~°n c`~+~ ate, `rn p
'1s~ntpcvuy sculu>& provuir~ prutcctir,n ftv na more €hart 1 year. durir~whioh ~1 t:Ld.`lll.~(: 0 ~pNN U ~ m r; oA
tints penruut,~nts4aloilizatiortshutslditc initinted. Tho usanf annptwaprinte mulch w+lt had, insure;aewt>lfshmentund';rtic>tatal
conditions, and s assantinl to aeeclttrd sttaeas under lmrsh sits cortditietr, ~ ~ ~ ~ ~ ~ ~ Q o e
fI0f1S C9mplategntdinglxtbraprapatirr~sex;bads. arutinslnE[aldnec~ssaryerosiott (Ftitc:tic~ti.i4,lvirrlehing;..ltmshsitecrondipons'snctuda: a~(~Glf1Ca eataal "ncdeessuehns,dikes,warerrorav~,ru;dbasina.iv$ititniuastECpslopas +acediirgin!irliCv~wintavwsur(uuvJlibarmulchraaranut~~sidcrctl m ackgwate tar 11iu usct ~ a~ ~ ~
bev;ursc Ihyy make sccdixil prnparativn dilfictdt ;anti inc7eaSc lhG ervsivn lwazard, itsoiislttromr.comp.9otcddtntinggtnding,kcacndtsmtaatlcpthof •sktlxssrenpertttmti:t,
d.S inahesusrr,l; trrippur, hsncns; ur chisol p'lnw. • 4.W:eSTlVyly hpt tY: (bV Wexih4r, ~ a ~ ~
SiEI?pIl[A I'lthl','i~1T1UN • 2.fherse soilt (sltafhtw, rcv;i„}t w laigit iri cloy cx sand),: alul ~ ~
4iva1 saadMd pt?itc+t~inn is cssentit! ts, stiv~cssful plant ashrlsti3lmterpt, r1 • arGUS racpivittg c9ncaniraud t19~ hcxxi scedtxd is wulLpulvcxrc~i, kxse, antic tmsfumt, 'r4'hsra hytlrvatctling ~
mcttu,ds ere t~rd,'dw aurlsc¢ magbe lift with s maro htageiinr sttrfac9 of if the areato humuk~}xxl is sub}.v:# is Wnu`imtated walerl'lc,w„ as ine#tr;muis, )nrgecindcmtd:tto„et. annlSar tunkJ't withnaUiN~;Praatnx G''.14, klttkytrng).
Limin!„•-Apply titganccc,rrlittytvsaii te5(zciwmnenctati4rts.ltihcpti(acklity) a file snit islxa krtawq amapplikalicut of gkraund agar'ittttupl lut},'atona nt tltt
Rrr•. G~W: G,IU:,[ G,1(t.2 G:lU3 G.lU,4 (*1#.8
0
PrrtcYlcu SPandarrts und.ypecijrtrrtiotrr PrrrrticaSrrurdardsarad,S'pecificatiarrs ~ ....1
_~_~.,._m mm~M~ 8,17 ~ • L'iodro~adabfc li1a,¢v,~ts arc.availabts for use in scrtsilivs: areas. °Sh~ - - flL
. • L 1 ! 'M •'!il ore;oriel,~ankcts:uauu,a<tyluJi#SO~vth;:rrovithzfilhrmcsh:uristimi,u,g T2biefi.47~~~~~ fi.17a C-Factor forVarious 5)ope Treatments ~T~~ ~
Tafale4.lpc SeacilAq'trrlXkUt'E ~~(si~ whichmaylas<uptaayear, TraatataM Temporary Beetling 9padtas Rate (ltJacra) - , 1'he 1'ol[pu'in • sliswsaign and ax,an les vl' dvsi'a toe odes ed Gem "un:ert ~ •dry Mulah Rate - ~C•Facfor lar Cravnrg Perirxl+~ E ~ ~
RCC4mrnandati4n6 turFall Rya fgtain) 12f1 02S h C~iCl42fic3 y P a PI. C}2f1t1tftOC1 R91lad:erosien cantr9l praktets ore manutuNr9d, or tpbtica;yd into rv1~ ~ lrrgrt?cetine Deaigrt Principles prui ,•ipptreatiorts Using Ro11?ri fsrastdrt No mulChirt nr seeding Slope °h ~G YJeeks 1.5$ Months 6.12 NoRths Annuali?.~tM dtchirtgnrseedirud - al! 100 1.00 1.00 #.00
dcsilptud w rrili~a sail ervuian pod axtiit in Ux: }pawtiy csiablishm~r€t C'urrrrutf'ruclucts"by 'G..1:>vl Stxagsu. Seeded grant; Saedtgy dates ;ssd ttzvachtxs ul vogutativa P,aampks of RfiGP`s nro bYunkul, nuGS,, and :d grant; none aU I 9.79 010 0.03 0.15
Mountains-Atg..1a-l7ee.15 matilttg 81upeTnticrtivn: ltnrlur'ing rahtdrup and vrerlund Aux' erusina The 9:zz -10 9.20 4.a7 a.a3 a.a.7 ~~°,'J'~
Ga9sial Pfain and C toclmoftt--AUg 15 • f?ac ,i0 12cris~ilinivcr;ul Snil7;nssEcluutiun,~tf33LC), usshvwn bctuv:,iscotitmvnly 0.34 <10 0,12 0.05 0.02 (1.45 V 1 ~ iri. 0.45 {1a D,a6 4.05 0,02 P,4a ~
3otlatnendmepts PG Erasianrotatrolmatsrmdhlunkotsaraitat+ndedtn~prakzr€soiiurulhalrlaerriyurd ux:dtu~stimuk:avrivnduaturuinWllundslroattynvtl; Foilar+ soil tests ar apply 2,Ot~I IOfacta ground agricultural Iirrtestone I~OS@ mubh in place on slipc~s end in'ehnrtnals sati»tt q¢gatgtirn, Han became will ~ a " a.45 11.15 aa; a.at~ a.9z a.n4 ~q
and 1,00011aracre 10.•10.10 fettili~er.. estrrblisited, Turf reinforcement mats can b@ vsod to pattttnnenrly rsirtlorca A R K US C • P gmcs in dm}Hoge tvnyx dosing !ugh 4awa. Aai& ores ramie. of high tetmila tt`harc: a.45 16.24 0.11 O,OG 0.02 a.04 i 0
fiitt~h mutariul v:cn qr iuku tin aptar net wl,iah vv~.rUa}'s mule mainriuls Dixrltats A ;>sit loss ih tvnsraoru urr A~IY 4,[~010.'acte 5ltaw.. Anchor6lraw bytagtptlg4rithasphatt, nettlrig, aces muJu a!' inU.xiucking ttb9ra, typiwlky told tugUhta by ;r biwZ~tratlabiu t,., a:45 21- 25 9.14 0 05 6 02 a.0a
ores mufdlanohoring ti+paL Adiskvtttlt biddesset ltaady 6tCdfghtCa€t tie yr phvlvACgrackaaic ru;itint (lee exempla. nccahuor ar suave bisutsts}. ',E1tc; t2 raw lavtvr a.45 26 - 33 4:17 0.05 0.02 4.Ov ~ ~ ~ a,45 34.50 4.30 O.pS 4.42 a.EtS_ ~
used as a mulch anGitPnng4aot. K-soil crcvlihilih; gem~alt}' lwroer tu}vsr rnakc ~9ngth thtn;ncis, bat ~roru thr• gtmnui mina 1.S ~t tti, facwr notnpletvl}°. Cni3(cn.a,nttfiher)faitrkrotquegnsttollrnatcnadisia,iketc. ~b'~ ' Secoixclyeargra3s 7dyear grass ak 0.01 fl,01 0.41 0.01
~tafe~gy C'COVN~ fa.^tor Repair and teteRifi2e damaged areas immediately, Topdress vtittt b0 P~ Irnctina G~¢tar Otgat~a and Synth+e4c BIanM ~-and S~/ntPte4c Blankets aH 0,07 0 4t 0,905 4,42 t
Comaositi; Hats lbtaae of ndtogen in t,3arch, l€ tt is pecassesy to exient tattpaoraiy cover be ond'Jztne315, ovarser,•d tviitt 5f1 lolatxa Knt~e (Pirarimont arxi r , . , : The. L§3iwd Stntrs Depnrunznt ot':lgricuittue's huncibaok, "Prsdiclijtg Sol 3yntft~iie. hhats rositc Mats - all rJ.U? 0.01 O.dGiy O.a2 ~t a e1ie.Mats - elk Q14 a02 9.t~5 0.03 ,A.,~
Y ~4liff Ik10nS UV11EfE Rviau. Lrostun:Grrtrol Prcxltr<:IsfR11t;A's) should be wv+l lu acct pcnttancnt Etonian by ltatar::1 Guide tv Conservation Plain frith the ltevisad Coastal Plain} drltor9dn {Motsnkafns} ir:spedeza in late Februazy c,r { t'a etatedstnbili2ationofslo "S.;I or aatarandw•ithmorathanlU.fnatof ~ R~llyUe~tated Mats Ve~tated Mats al! U.OaS aA95 O.i~,ti O,cxk;~ - ""11°°~ ~ .r~+
~fBGt168A t~~ 6 ~ ~ 1lniversa1SoilLuss~uatiantT<USE);},1G97,"pmuides.a~iculf,ao•uticnud eariyldarch. aatuniroGel', [t~~CP"s~tx+utdalsoboustal•rslturi~mrdchoannotbraUcytu4aly "A ozimateWne clods tiwkad axr6 tvhc~'r. immcdialc. , rnrnii crnae'ix res aired. €a v;iluis far alt ol'ritesv vurjabfos. Yck wltcrt ttx, aquatiatr is tts,t,i to dstintatc Pig pe pt i pw^vvitcrosint cunsfntclit)n•rut;iFuicrasivn,lhcfvtlowi.~w,iqucGc+n1 P•ttetvrsdarclc+P:d '"AnnualizedGFBdor=(<~ xaximata lime periods #or humidclimatas: Carrvoraion: ttgim}x4,45 = torstaora. '~~r/", t~ .G?.
riantagC' slxrdica{ly forthcs¢ apphcatians should lx used. 26152 . tnualized GFadar =;<BweeKs value xS/52} fi (1 v6 morKhsvatue x 2afd2}+ {G•12 month value x ~
[LGCP's shxddba rtsa) la uict tit perm,tnaniswbil?11rUan.a(vygc(tdtd shannets ~
x~luhrrunoffvyiuuitywittexrxcdF 1Gs,;canbtrevarthdtairtgihc:-yoarrainlalt '1'qe G,i';tctor-C'-f8otws etc eraiat to t!u rrdrtcfiun in evil lads ss9tut using Table 8.9?b Pt evenl4ta4prculutxspcal:nmztil'. ]'helxvJta;ixtae;rllmustlatvn apcnnisstible a spr~ifie erosion ~tntral.ytietant wt~:n semi>sredtn.th? enntpnrehlelaln sail e G.1?b PermfssibEe Shear Stress, oiltarious tZECP's ~ ~,f
sh~pr'slroas t}tat cxco,r~tlw sl:car<,tr.•ss of t18; ~1GSig,t tw)off cvynt. {com;nll cond'aicut. Tlta cksigner Hill r~uira ('-factors representing inrinas twiax. Parnus. :4iopes" Category. Froduct7ype sii~feShoar5tress Up.To
ca,tditinns firm unv¢getated to folly vegetated inv#udittg ro~egatasion; which Cafetdory. ~(Bhhlflg • tint~darvundcaniflntincAticattath¢affoativsmassaf€ha:x:pr«jucts. ff }unsbeanmulciteder,altematiee(v,protzctzdbcnnRl:Y;P,ittotdartodetarmint (;bra~~
good ground mntrret rs not nchievad, rwtnff ems concentrate under the an anproprialu Factor w be: used to rapreser,t U:e rlcziy;n u.,nditicm. (Sec !'able Uegradabie RECP's (Untie G031Sit12fi~f(gf1S product,resultinginsigrri8cantarosion, ri.tin{vrnraltgenl'(~Fsctars.j ;rada5fe RECP's (unvegetatca} Nets andk~ulrh 0.1 » a.2 2a:1
• Ak~ts must ba ua<x3, in cratjrmximt willr mulch >'xa'clsit~, woYnt snaty Cn1[ 6Resh a.4.3.U 3:1 ~rrs Blanket • Single Net 1.SS ; 2.4 2.1
btaul;ets;uid colt (cAeunttC fl hit} blankets taay 1,+a.htstellod tvid>cuimulch. ~ankat-i7cutNeNat 1~G5-3.0 1;1
Thera ores mtuty a[her type,, eF erasion cotitml nnrq and hlattkats a+r rho Noridagrada~e REtYa's mnrk¢tiMtmsyhenpprapciate.inunninoireumsrmtces htganarrrf,t»tnt idagrada~e RECP's Urr+egatatad TRgt"" 2.4 1:1
nets (e.(a. jute mutt~og) require mulch in nrcar to Imeenternsumhacause ParfialiyVa tatadTRM ~ 4.6~ >11 FuIM Ver~Eated S • 10 y1:1
thyylitivatrll,irf;•vpu7tatructarC. Lllunkcatypicuflydunvtnc}uuamuivh lueaaic Utuy us,rafly pmvida eomplcle.prvt, v`ti6n utth6auzfaea. "Sleca~r sfo~ iitrtiit4s nziy ea~rslopalirrxha nay apply; For fur#her infntmation, car>taotlhe r<ranufaclrxer.
"TttrE f2aiitlnicarnenrlAat. • Adastnclting taw,d with blankets is phv€odagradahk, mpning ttaey break rf Rein(orcarnenrfAat. {.,I.J
dtrwn cinder stmlight (ntu UV s(ubihucl). Ilvwcver,lhis prvt~.wntuka mvnihs txyaurs usrYt undw hriy~,t san. S1nut c•t.~vUfivn'ss astabluhai,
stmli}l1u ds+¢s Hat reach the, meSf;. It is nut tunummvn to dine! nv>k
dcgraahdiuuinUctiltint,!accscrc.~tty¢arsxticrtftr.itutaltztinn '1'hisean h¢ alx'ahlem if,nnintctutnoe require, ll,eu~e'ofmautamnrditch cleaning
~uipnlcrrt in ndditirnt, hirda and small nnimals ono ttee~se trapiu~ in the nat[it>g,
G.1€!.G xv:.~ 6,17,1 6:17,2 R«•:cae Rce.dBs ~s Q27,3 ~~~~~~t~1~3 Rr182R
i ,G%
~~yy ~ q5y aF
~1F[ b
f t=. 4. stn 4
0•~^3 ~Ckc e q ~a6 !"S~ ~9
- '8 1J`~~~'vg~sw
„„AABC ''~`rPfi3£:zr'`'
0 YFCI~~irrGp/~r?~{{ 570"" 10"'~Li
CADD QC:
~p DESIGNED BY:
n~ w DRAWN Y,
~ SHEET
~a m..
xci C9®1
d Oa
a~

R~VMS1t~NS
~"xt" GROUT LOCK
1" 1"
a
~ ~a P
P
z
1" TYPE "i:" ASPHALT ~
PAVEMENT SURFACE COURSE XXX TREAD DE51GN "
7 TYPE "B" ~
ASPHALT BINDER \
XXX TREAD DESIGN
4" GRADi*D .
AGGREGATE BASE
s~~
SUBGRADE CQMPACTfQ
SfE SPECiFiCAT10NS -
a Q
"
1"
N.T,S. " ~--~-1 ff
~ I x R ~ & F.. .1'" W. r R r
.7 "
© ~
S DE = ~'VATIO FRONZELEVATIOI~i ~ ~ ~ ~ ~
~ ~ a
~ ~ ~ ~
o ~ w
1 "x "RAISED IT ~ ~ ~
LETTERS FLUSH WITH
T©P aF GovER
NON-PENETRATING ?I~~~
PICK HOLE (TYP.)
EACH SIRE ~ ~ ~ ~ Q ~ REINF. W NO. 5 BARS ~ 8" OC EACH WAY d
SEWER
. ~ .
8 „ 4 e CL 55 CONGR ~ "A" CONCRETE
. ° . ~ . 4 PAVEMENT TO EX1 ' ° , ° ° ~ a: ' • ~ e BEYOND OUTSIDE MENT TO EXTEND 1 FT. ND OUTSIDE DIAMETER OF
NON-SKID MANHOLE, MAY BE IQLE, MAY BE SHAPED. i
SURFACE .A ~ ~ ' ~.a ~ ~ .A ~ 3" EITHER CiRCUTAR e R CIRCtlIAR OR SQUARE
2~" /l~lf/~/f/////
~ ~ ~ ~ \ UNDISTURBED SUBGRARE p ~ ~ ! f / / / / / ~j ~j SU~GRApE
t) ~ NON--SKIR ``///~~~``~//~~~`/.~~1~~
SURFAGE
23 " " MACHINE 1
SURFACE ~ " 1 ~ p
$ ~ q ~F S t V~~i~L 2
N.T,S.
qA" "
~"t ~ MACHINE
SURFAGE
31 CO I
~~uFRAM~
a~
N.T.S. SELECT ~
BACKFILL ~ ~ ~
RL& 2
Tfi~ SYS. BIORETEIdTl41d ~ q
CELL
~Irf?. i+~i+R~ ~ ' a. i'.~ ,exl . ~

GAST IRON MANHOLE PAVEMENT OR ry FRAME AND DOVER SHOULDER . SLOPE 3:~
~ ~z i T BRICK FOR GRADE ~ 1~~K ~ 3' 35' 3' ~ ~ ~
GRADE 1.95 . ~ . ADJUSTMENT> ONLY QRt~P ~ Cif ~ .,s . . SLOPE 3.1 t,!'~ v
WHEN REQ IRED (13 ~ ~ I~
\ ~ COUR5E MAX.) .
.c> ~ . '~+1~ ~ A5#~P9&~T I~A4AN~ r• 7 ' ~ .
ECCENTRIC ,(r 3°
NE ~ ~ f~~w GO v,~~. k Sv~ ; A~ ~ l~'
" bF
•..t ~ ~ ~ 1=OREBAY FOREBAY
lNTS ~ ~ iRi 1. GASKET ALL JO 4~ ~ ~
~ ~ ~
TYPICAL 48 DIA. RIS t,O " ~ " .~O I.R. ~ r: _ ' ~ , : F . 6" BERM 6" BERM
SECTION, 1-O ~ 1 _6 ~ DIA. 4
t! ~ r , 6u UNDERQRAIN PIPES
3 -6 & 4 -O HEIGHTS O GI~;A55 {NAT . ~A~Vf . MANH LE ~.'t'fR S'€ ; : P ONI~i~1G
STEPS
PROVIDE CLAMP ANR ~ RUBBER BOOT AT ALL ° ~l ~ t3" Vii, <
~ PIMA G1L . b " NT EFFLUENT f~~MiAY~ ~{f€ < " INFLUE / ~H~ T
~ 46 x5 WALL ONE
IT OPENINGS ~ ~ PiEGE BASE UN ,
2 AND 3 -4 PEA'.. N~ ~t y. HEIGHTS. ~ • ~ Imo' elirOsel ,'s^Y z* Yar, Ixr~ I ~ '~U ' t
/ / PIPE INV. :~1°..~ ~ ~i~'AGf, t , ~ ; . . f ~ {'1
/ / , . ~ ~ GONGRETE SHALL HAVE ~'~L?„: f t ~ F.n S~5 ~ 5
5 C_ A DEPTH J T ~
~ Ca P A .4`.aE PEA 4'~Il. ~ i~ RQ ~ uY$:. . T£~ E'aTd ~ v.~ e~• },,G.~,ti.ry ~i' gr ~IY~R 4c1y~~;~,.~G ; k;4~ ~`k
BOTTOM OF 5" ~ ~ INVERT TO BE PRE GAST 'A... . ~~grRy~~?~. Wyk ~.i:~ ~ ~~y't
BASE ~ " OR SOLID CONCRETE ~N ~ e~y~€69i6t3~~'A~
12 MIN. STONE OR DATE ~B-i9-~8
© GRAVEL BEDDING. ~ DE~GM ~C:
CAt}tl QC:
DESIGNED BY:
~ STANDARD MANHOLE DETAIL R~ BIORETENTI~" I~?~Pi L'~' DRAWN BY:
~ N.T.S. i~
SHEET
C Q.O

rA, REVISI©NS a
PAVEMENT PAVEMENT
SLOPING ~
BACKFILL ~ Bd a MAX. WIDTH OF TRENCH AT `p'
s cv POINT 12" ABOVE TOP OF PIPE
Bd Bd
REINF. 'H'• ' HORIZ. , PAY LIMITS FOR SPECIAL BEDDING ~
STAGGER LAPS ~ " 1f " 5 ~ 12 o.c.; A ~ 12 MATERIALS ~
5 ~ 10"a.c.; 'A'= 14" CUT CUT OFF SHEETING
r f AT • VERT. REINF, V " AT THE TOP OF THE ~
4 C~18 o.c. VERT. LOW LAP 42 BAR DIR. 5 , f - t- " LOWEST BRACING © w
H >-s o 3 UNLI UNLESS OTHERWISE SHEETNG WHEN REQUIRED ~ a
ORD. ORDERED. T T w
57 GLEAN DRY STONE, C~• Z" GLR. ~ ~ ~ OF WALL HEIGHT, WRAPPED ~ ~ ~
WITH FILTER FABRIG • p ~ CRUSHED STONE q ol~ ~
i°-O" MI . 42 x BAR DIA. SPUGE RETAINING 0~! TES;. GLA GLASS "B" BEDDING MATERIAL INVERT 5' a
x 8"> SQUARE ~9 WIRE GON DOWELS TO MATCH CONCRETE ,'b . ~
STAINLESS STEEL SCREEN AT VERT. REINF. "V" 1. CONCRETE SHALL BE 30DQ PSI COMPRESSIVE TO DEPTH AS REQUIRED ~ - ~ • • ~
5. BARS ALL WEEP HOLE s STRENGTH ~ 28 DAYS. 4"MIN.... ' 4"MIN.... UNDERSIDE
1 ~ 2. REINF. STEEL BARS SHALL BE ASTM-A615 GRADE 60. B OF PIPE a
"G" 3. FOOTINGS ARE DESIGNED FOR 2500 PSF MINIMUM ~
4"~ PVC. WEEP HO SOIL BEARING CAPACITY, 2 a CLA55 "A" CLASS "B" ~ a ~
" ~ AT 1O'-O"o.c. q., V. FLUID PRESSURE ~ 24 o,a, WALL IS DESIGNED FOR AN EQUI BEDDING BEDDING TYPICAL 1'RENCN DETAIL CLASS "C" ROCK r
GOVT. OF 45 PCF. BEDDING TRENCH
BOTTOM OF POND 5, PROVIDE WEAKENED PLANE JOINT ®30 MAXIMUM
~ _ SPACING• EXPANSION JOINT ~ 90'. MAXIMUM f 8" FOR PIPE SEWERS 15" AND SMALLER IN DIA.
~ SPACING. 10" FOR SEWERS 18" TO 27" 1N DIA. ~ cn En ~
=1 ! I-1 11-- ~ I- ~ ~ 1 6. PROVIDE 42 BAR DIAMETER LAPS AT ALL 12" FOR PIPE SEWERS 30" AND LARGER iN DIA. ~ ~ rmr, ~
3" CLR = ~ I~ i ~ ° 3" CLR ~ " ~ _ SPLICES. 2 GLR,= ~ l; NOTE. MUST BE IN COMPLIANCE W/OSMA REGULATIONS ~ ~ ~
11 I SEE SPECIFiCATiONS FOR COMPACTION REQUIREM>rNTS ~ ` ~ ~ ~ ~
ROUGHEN o ' / URFAGE AT REINF, V' Q~~ o ~ w~~,-;
REINF. T S ~ ~ JOINT „ ~c~i~.
3 GLR, A.S.T.M. C76- A.5.T M. - 3034 DR35 0 H ~
~4x 4 18" O.G.; DUCTILE IRON PIPE REINF. CONCRETE PIPE P.V.G< PIPE ~
~ EAP 1 `-9" W VERT. REIN , ICEY RE D FOR ~ Q ! t r a p i •Q
H 5 -a D T Bd T T Bd C T Bd IN IN FT IN ~ IN FT iN EN
~ ~ 2 ~ cONT. ~ ~ "
_ 3 GLR. _ G R DIM. REINFORCING 6 0.38 2.00 0.41 0.034 0.18 2.52 8 .4 2.0 0.0 8 .24 ,
ONC ETE 10 0. .26 0. 0.0 0.30 2.88
1'-O" "H" tAf r8, ,Gf ,Df rEr 1V, 1Hf 1Tt 1 0. .4 0. 8 .049 2.67 0,95 0.080 0.36 .04
15 2-1 4 3.00 1.15 0.073 x.437 3.28
18 0.73 2.96 1.15 0.072 2-1 2 3.25 1.35 0,088
'E' <=3'-O" 8" 1°-5" 12" 2'-8" 4 ~1$" 4 X12" 4 X18" I~ I~ ~ 21 2-3 4 3.54 1.55 0.109
~r_Q" B" 9" , " " " 4 X18" 4 X12" ~ 8" 24 0.85 3.48 1.52 0.108 3 3,83 1.75 0.131
2 -O 12 3 -5 ~ # ~4 1 27 3 4.08 1.95 0.153
30 0.99 4.00 1.88 0.149 3-1 2 4.42 2.20 0.184 33 3-•3 4 4.75 2.40 0,21
6'-O" 8" 1°-9" 2'-t1" 12" 5'-4" ~ X14" 4 ~i2" 4 ~1~" ~ ~ ~ 36 1.19 4.50 2.27 0.199 4 5,67 2.60 0.288
PROVIDE PIPE SLEEVES 1N WALL FOR EXTENSION OF 42 1.32 5.00 2.83 0.253 4-1 2 6,25 3.00 0.364
3" CONDENSATE DRAIN LINES THROUGH WALL. TYP. " " r " t " " t " " " " 8 -O 12 2 -4 ~ -8 1~ 7 -O ~5 ~?1a ~5 X12 ~4 X1;3 48 1.44 5.50 3.00 0.314 5 6.83 3,50 0.440
AT TWO LOCATIONS. 5-1 2 7,42 3.70 0.540
10'-O" 1 " 2'-9" 4'-9" 12" 8`-6" 6 ~ 11" 5 ~ 1 " 5 11" 2 ~ ~ $,00 4.25 0.630
6 6-1 2 4.65 x.740
12`-O" 14" 3'-O" 7'-10" 15" 12-0" 6 ~ 8" 6 ~ 12" 6 ~ 8" ~ ~ 7 9. 5.07 ©,860
PIPE ~E ~ DE~'AL
N.7 5. 0
~
D ~!B ~ S P R~CI ~RD AI~~
scA~~$ I~rs :;LO`.; FCGta' F1~gw
. ~s , _ ~C
!k a:- rF ~,nsr„ ,F'i of cRrmr,eo .n ra~G~u , r~ ; ' k gASIKEU.L ;~ll~r!t [in-~tiru~~ ~tl,lT:r fTflh1S !~~i: ~tq'Tld ~ . ~ ~ .Mr,E.
?vt' - ~ ~ ,f o
, ~ ` uJ "
' ri49FR eA}1F ~1; q(tlu'H.~UF.L ~ D E F G H J K L N R VoI.CY ~ w
I 12" 2'-9" 7"-3" 3'-D" 2°-9" 2'-D" 8" 8" 5 12"OC .1.60 C4 EXPOSED EDGES TO BE ~
2r - 3q. ~!e J I 1 a. ,a ti CHAMFERED 1" X 1" CHAMFER FRONT AND 18~ 3~-Op 7~-6n 3'-0" 3,-Qx 2'-0" $x ~5-12"oC 1.70 v~"
r t"~ i~. 11 'fi`x ~ ~x>: a s ! ~ awn 'Y ~ ~ ~ NF' 6RCh:riLL k~iol+.t a n l { Y ~ ~ ~ vim.
~~:E..(.f,„! Mh.tP.kfA!:1"` .;f ~ ~i ~ ~ ~ I. t. ~ ~v'' in ~~;r ~ sa I i ~ r sl M.. tii. j. ~ LACK OF WALL 21 3 -4 7 -9 3 -3 1.80 I a~
t ~ fe a ~_y: x 24" 3'-8" ~ a 3'-6" » x x x " 1.90
I t ~ , a~E MsT~ ~ E . BOTTOM SLAB 1 E ~ ~4-12 oc TOP 27" 3'-11" 8'-3" 3 3r_~» 2 -0 $ $ 8 #5-12 Oc 2.00 ~ fTTOM SLAB i i ~ ~
rr. ~ r R ~ ~ - REINFORCING EINFORCING t ~ N 30" 4°-2" 8'-6" 3°-O" 4'-©" '-1" 8" 10" ~5-12"ac 2.85 I
t~ r.i ! rr~ y.fl' a. i~, ~d ~~x ' PJ W. a ~ , : h.: » r » a " s » r » r » » » » » B 36 4 -8 10 -0 3 -6 4 -6 2 -3 8 10 10 #5-12 oc 3.15
f" r.. .;~'w~ ~~..ww t ~ 1 ~ t~~ : t
I .„w _ . 42" 5'-3" 11'-6" 4'-0" 5'--0" 2'-9" 8" 10" 10" #5-12"oc 3.87
~ .,~:Ytra,r P,a !;t 1~ ~;tf~:~r s~r~na~r :a~;r:.-f~~n ri~;~',. ,,u~::.~r- f~f-~r ~,r;tm:-il 45 e1 s~.a~ PGA- ~ I 0 45 G 48" 5'-10 13'-O" 4'-6" 5'-6" 3'-O" 8" 10" 12" ~5-12"oc 5.08
y ~ l E f G ...,.N~ E L [h'E 54 6 -5 14--6 5 -0 6 -0 3 -3 9 12 12 ~6-8 oc 6.50
•r T(1P ~Fl€!{FULL a4ltL3.:5E 2°7'1, AIL T^ R A ' FfaBr2lG`"`~',
B 60" 7'-0" 16'-0 5'-6" 6'-6" 3'-6" 9" 12" 12" #6-$"4G 7.98
I!3 (;T' (=R(J°7uirF 713 r1F ?Ru~'Q~e,S) flfi'?R P^~c`.A <r' i ~ ~ q X4-1$ oc T&B F ~ ~ 66" 7'-7" 7'-6" 6°-'0" 7'-'0" 3'-9" 9" 12" 14" -8"QC 9.14 ~-18"oC T&B~ ~
?APlKrll4#, 4ITt7TPS ''$FWNF'Ua I. IaI~TH "~AN'i4fUil. Wtr"TN N'::P~~EV2~' , ~rG~~ ~,',a,;,~ns}~ ~.sTl:unra~F,r~c STAGGERED STAGGERED 72" 8'-2" 19'-0 6'-6" 7'-6" 4`-3" 9" 12" 14" ~f>-8"oc 11.10
t7C17ER . F : f. 1 s 1.iAhbC,P-il~rr LLCVF1IG#} Pc ,,uur: ~r ~ ~r~1:hu'tu~r r` ' nr fa r , ~ ~ ~ _ ......w_ .
. Brlittee"t1LL °~ar!w r~ ,rF`~, ~ ~t~v, ~ , "f`l.~'I7+TTfiPi ~q~fi t~~ih «,zli~ r11.PCi2'raEF{1C-~:•/, ~~~1,` rr'~~ ° BASED ON 2:1 CHANNEL SIDE SLOPES
~..,C . < < j'f lc`,E~r. `P`?~,~~
. , rr~ n;•.rrddrEa, i3 ~1Fw ' ~~;~,L I IL.{.I~ F~-~, .~ys
CA'! t T1F4;iTTi,IpTNAL 'Pi?#;£h,.. ~ ~ > ~ ~ ~ , f A FINISHED » N VARIES
r. GRADE 2 CLR- I ! I~~ t`'
GTPCP,H4SED ~ F'I:ICY!'EP' 1i~1Jr RS" ' 2- • . 6 ash a~~ ~
eL!:~r', ac LA~.G12 T,<ru t ~ ,~.F sr' EfIGT£12 1~]l1L[iCRv A"~I~aUi'` ~`P l~r~~~i~n~R DtcrE~". - 1 ~I N ~ HEADWALL TO BE A: , CLASS A ~ •1-#6 PARALLEL TO CL OF
P~ IPlrr '~ft~~A1.5LC_! ~~.°.Thtk`L£X~STIPIC? ~1f8'xTkA'if: L°LSr"linilUtt A'MU+~iMU!417f'TTIE, RGCK
~r~c:~s-ss~cr~.~r,.{ ~tA~r~a vAR1Es S VARIES CONC. H ,~.-12"OC R ROADWAY UNLESS ~
s1=c~r~u~~ Q ~ #4-18xOG T&B OTHERWISE NOTED IN
G ~ 2" CLEAR 2" CLEAR GONTI~AGT DRAWINGS, 1,
..__i~. R;.L Sl'lrPIL:; AKt,' TL1 llc :i1h1;41Uf:G 33t1P1E:___-_~.,._.„.._ A. G~liv9GiCR. idll.L UC al.aJlk~Il fG i~Ii I1C;I~t,#iCb:$ fl< 7f~ERl: SHALL fie, .VG T1RGF GR%A"Ei? TiIAPd ;b f3}'Cl~S.~~ „C, Ef? TiSR f nfiR.'TC 5Nr~LL UEy i'!.AG(;?: i7P. 1fiF it' TP_zA'!1 ' ~ L" ~ CONCRETE VOLUME BASED a ~~~R~tt
t~ ry~,P;::gCT~t.CT1 I?GU!..UI:~~.~s1AT,ti $f iHltdsbtit";~) "'t ",t(jil:rt,'l, `J'. 1!'1. LLL~iATl:><d Jr` L"4C,i1 ~F'AI1C Gtllf!'4,Ir 56(tiliCl'UI.:: .tq~' Elf Tk1C `T:FU 1'i'sft".,,iG fFk:~Jt~T'vR~iiC.'UT ;7i. ~ » ON 2:1 SIDE SLOPES TO `~~r~~~ ~ j ~°'yY
rZTFIN.`"i nt1Ut,Tr ~C' .T.GC~'Tbk'R ~AyA FI,~IGGCA~i 1d,TH' r`"gGTE'R i3LUL,.D(R,S F~NB ~Atfef sI11A pt!25 i;r1:[, "UE. SPCI,L.; .flT k'GQAi. TG ~r,R' %FLAT€iE TTfAG~ 'THE SE7IMeNT THRG~~H BGtri,gEF; GAPS, FtIT'"~ ..=AyR;G ~ S"RUGTCRt w!GraE CL~S3 to Fi~L~ ~SEL~G7 ~MAT.E~IAL. Llht t#ATIlE.'STGPIE CR E'N!]i RGC#;; G€1HICfi+L ©F2 kT,EVA 13th Q:' THE iLp ~~i: 7~`,, R7k7TE~ ~Rf1GK~. 4FEnk,L, ~X'T~f}~,rP,Cia, THE :HQi'I{rd; Clf Tk+E ffiOT,T{ ~ L t ~ GL CUTOFF ~ L 3 AR 8E USEQ FOR ESTIMATING ¢sw=~~.~ ,
G~Tt11~TrJ(: aTG! c u1PPPGVk,11 pY l3EatGN CI`;Gfi+EEf4< R CT~HtgCULfiR~ h~7UdC ll.PcC1;,Y UPcTP,EA.Id. NL'ltLL1LR TU THe f N'$~t3 G&AIiE E141Ti0P1 AHU ~j~ ..tH1rVG 'd Tr 11LI~:T: ~ A77',iC; ~r~ ay:G•~r< LP Jtx,l;C ~Aul uEltia~;!~LC[vt, ;'G' TTtC "((37? G~ ":il'~ALL. E'~c9GEU Ii,iL". EPlT1RI. LChG €il.' s"1h" '(1E N ONLY.
0 3. DI;"FIv~CGhS At#(# !.`7PEa i!AT 3~ Fq,JUST;I! T~ F;T ^'E: 4~1ihE AkM S~A4L SE d wig . viRUG.T:IP.E, RT T?#E ~;~.TCN t,(vf,IdF.3.R, 7 E~Ey~AT9Gn,,fMA#tra& CHAP.I: 8£ `SPLIT E1fEN,~~ 'Nr",.R
E i wk? g12T1I':n A K I...-. 2-#4 DATE Og-i~-os CONCRETE TO BE CLASS oES~(~I Qc:
GADD M
c g Upstream segment Reatomfion PROJECT: DERGNM H1
Doable.-Step RockCno-ssYsns Ana-Ccusetrri~ NoUlicatlion FRO FRONT FLEYATIQN SFC11ON A-A 51010 DMWN Bar:
QNTOUf TPJ., LLD satulahwilgesouth Resirentrai site ! on standard sped4lcatkms Higrdarads, ltdecon County, Plorfh Garoa.
Wildlend HydmigRy Pr
(www.vAdW fWdrolcgy.=n) ojaaf blumber: 08l ON:01 c CONCRETE LL SHEET
N.T.S. C10.1