20091244 Ver 1_Site Plan_20091214

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Z TOWN OF SOUTHERN PINES
LJ PUBLIC WORKS DEPARTMENT
APPROVED FOR CONSTRUCTION
2 ¦ BY DATE
¦ :~BER 7 2 WATER
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SEWER
STREET
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N APPROVAL OF THESE PLANS IN NO WAY IS MEANT TO DRAINAGE RELIEVE THE DESIGN PROFESSIONAL OF HIS OR HER F
RESPONSIBILITY FOR .PROJECT DESIGN EROSION CONTROL
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CIVIL ENGINEER, PLANNER, LANDSCAPE ARCHITECT: LL
TOWN OF SOUTHERN PINES WSP SELLS N
CONSTRUCTION PLAN APPROVAL 15401 WESTON PARKWAY, SUITE 1.00 a
ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND CARP, NC 27513 0 a
SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN PINES,,STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE MOST ! 919-67$-0035
N CURRENT UNIFIED DEVELOPMENT ORDINANCE UDO . IN THE EVENT OF A o ~S ~
~ ) N~1 VICINITY MAP
o CONFLICT BETWEEN METHODS, MATERIALS, STANDARDS AND/OR i NTS SPECIFICATIONS IN THE APPROVED PLANS AND THE UDO -THE UDO GOVERNS ~ r N f1 ~ ~ SURVEYOR:
UNLESS A WRITTEN WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY
> ~ CHANGE IN APPROVED PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN ` ' ' I U ~ HOBBS, UPCHURCH & ASSOCIATES, PA a 4 t
d APPROVAL. PUBLIC SANITARY SEWER AND UTILITY EASEMENTS SHALL BE - ~ \ e - ~ t µ E ~.AS 300 SW BROAD STREET
o RECORDED PRIOR TO FINAL ACCEPTANCE AND /OR ISSUANCE OF A ~1~ ~ CERTIFICATE OF OCCUPANCY BY TH T WN.
E 0 ~ ! i R=55.00 ~ ~ SOUTHERN PINES, NC 28382 W
a I ~ ~ I TRUCK U € ~ ~ 3 , 1URNAROUNO 7URNARWNO ~ ,jt i„' ; 910-692-5616 ~ ~„„~-r""" ~ - W
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_ ¦ ¦ J SHEET C0.0 COVER SHEET C9.0 STORMWATER AND EROSION CONTROL STRUCTURE TABLE a ~ ~ ARCHITECT: z
3 I z .SHEET C0.1 GENERAL NOTES _ ~ ,
W SHEET C9.1 BMP WETPOND DETAIL PLAN ~ , , , ° ~,1\ ~~~~~;,;'ta ~ BARTHOLOMEW ASSOCIATES INC. ~ ~ o
SHEET C0.2 ENERAL N ' ~ ` ~ o G OTES SHEET C9.1.1 BMP 1 WETPOND PLANTING P N ' ~ n i ~ ~ g ~
~ SHEET C0.3 GENERAL NOTES ; ~ a SHEET C9:2 BMP 1 DRAINAGE AREA MAP , . i , ~ ¢ 978 TRINITY ROAD W ~ ~ ; ~
SHEET C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN ; ~ RALEIGH, NC 27607 0 _ tl ~ 4 (n
Q SHEET C9.6 WATER AND SEWER DETAILS i Q SHEET C2.0 SITE PLAN _ ; . - s1g11,--__Z58.---__ A i _C-~1.~ r i p 919-859-7003 N
r ~ } 3 S18'11'1 E 244.00'.
~ SHEET C3.0 GRADING PLAN SHEET C9.7 WATER DETAILS ~ ; ; ~ s ~ ~ T y ~ i i T ic* ~tS > z
SHEET C4.0 EROSION CONTROL NOTES SHEET C9.8 SITE DETAILS ~
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o SHEET C4.1 PREDEVELOPMENT EROSION CONTROL PLAN SHEET C9.9 ,SITE DETAILS ' ; N p n !1}f o ~ ~ PACT MAPS o ~ W
° ~~~3 SHEET C4.2 POST DEVELOPMENT EROSION CONTROL PLAN SHEET C9.10 SITE DETAILS ~ ; E '}S~,'t'j, TN E SHOPS A T UUH S P E R C P E S W
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o SHEET C5.0 DRAINAGE PLAN SHEET C9.11 SITE DETAILS ~ 4a 3 j, s. ~ 4 ~ IMPACT TYPE AREA LINEAR i ty *4
i 1, ~ g ~ m~ u~ SHEET C6.0 UTILITY PLAN SHEET C9.12 SITE DETAILS ~ o ~ ~ ~ ~ LOCATION FTC ACRE FEET
1 ~ ~ ~ 1 JW 21,780 0,50 - ~
SHEET C6,1 EXMH - MH7 SANITARY SEWER PLAN AND PROFILE SHEET C9.13 EROSION CONTROL DETAILS ' I I + t,......~ _ ~ ~ L _ _ ~ j ~ t ~ ~ J
N SHEET C6.2 MN7 - MH8 SANITARY SEWER PLAN AND PROFILE N,8',1',3 z~.~' s,e,rla'e 237.85' S1g11'13"E - W
SHEETC9.14 DETAILS ~ -~~..w, ~~.-_~...-~~.~,.~..~~.~.,w,.~~.~.~~,.~~~.-~....a~.m_.~~~~. _ . ~ . 6.3 TORMWATER PROFILES - ~ LEGEND:
~ SHEET L1 A CODE LANDSCAPE PLAN " v ~ _ WETLAND IMPACT ~
° SHEET C7.0 LIGHTING PLAN (BY WLS)
SHEET L2.0 CODE LANDSCAPE PLAN _.H1NY 22 SHEET C8.0 NC HIGHWAY 22 WIDENING PLAN HWY 22 JURISDICTIONAL WETLANDS (EXISTING)
SHEET A-1 ARCHITECTURAL ELEVATION PLAN SHEET C8.0.1 NC HIGHWAY 22 CROSS SECTIONS
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v SHEET C8.0.2 NC 22ISR 1911 CROSS SECTIONS a
SHEET C8.1 SR 1911 SULLIVAN DRIVE WIDENING PLAN .o REVISIONS z ~
L a s ~ o 911109 1ST REV COMMENTS ran r
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c 0 919109 NCDOT COMMENTS ~ w
N Ul 3 ,,R, ~ 9!15109 ECONDCDSUBMITTAL o w
Inn- RCV FNVN VLVUUO aNVYYN VN IMO Or.1 VP YLHNJI.7 I V onvvY I PIC HRCN3 11' A 1 N1VC krtmur-u AAA J SINCE THE LAST BID SET. DUE TO MANY WHOLESALE CHANGES MADE TO THE PLANS, THE DESIGNER SIT 1 E MAP 10/26/09MYLAR CD SUBMITTAL w co o
a HAS MADE EVERY EFFORT TO INDICATE THE CHANGES; HOWEVER, THE DESIGNER SHALL ASSUME NO a 1"=100' ~j~.o' Ws; x z
o LIABILITY IN CALLING OUT ALL THE CHANGES. THE CONTRACTOR SHALL EXAMINE THE PLANS TO HIS W ~ Few
SATISFACTION BEFORE REVISING HIS BID TO THE OWNER AND SHALL HOLD THE OWNER AND DESIGNER HARMLESS FROM ALL QUANTITY TAKE OFFS. sszs:;saQZ=` ~ a0 0
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RELEASED FOR
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P-1222 WHISPERING PINES, NC

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DEVELOPMENT NOTES FOR ZONING PETITION AND CONDITIONAL USE PERMIT GENERAL NOTES d M
UTILITY NOTES o
GENERAL PROVISIONS 1. ALL CON5TRUCTIQN SHALL BE IN ACCORDANCE WITH THE CURRENT VILLAGI RENT VILLAGE OF 1. DIP WATER MAIN PIPING UP TO 1.2--INCHES IN DIAMETER SHALL BE CLASS 350. v
THESE DEVELOPMENT STANDARDS FORM A PART OF THE TECHNICAL DATA SHEET WHISPERING PINES TOWN OF SOUTHE RN PINES AND NCDOT STANDARD ~ ~ rANDARD DiP SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA C150 AND AWWA C151. ~ 0) .
ASSOCIATED WITH THE REZONING PETITION AND CONDITIONAL USE PERMIT APPLICATION SPECIFICATIONS AND DETAILS.
FILED $Y JDH CAPITAL TO ACCOMMODATE DEVELOPMENT OF NEIGHBORHOOD SCALE FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA C353, PIPE ~ ~ ~
SHOPPING CENTER LOCATED ON THE NORTH .EASTERN CORNER OF THE INTERSECTION 2. CONTRACTOR SH V ALL ERIFY THE LOCATION AND DEPTHS OF ALL EXISTING .LL EXISTING UTILIT#ES JOINTS CONFIRM TO AWWA C111. W M
FORMED BY HIGHWAY 22 & SULLiVAN DRIVE (THE "SITE").. DEVELOPMENT OF THE SITE WILL BE GOV RN D Y T T CH p PRIOR TO THE START OF CONSTRUCTION, ANY DISCREPANCIES SHALL BE R E E B HE E NICAL DATA SHEET, THESE DEVELO MENT STANDARDS r SHALL BE REPORTED 2. THE TOPS OF ALL AIR RELEASE MANHOLES FOR THE WATER LINE SHALL BE ~ h
AND THE APPLICABLE PROVISIONS OF THE .VILLAGE OF WHISPERING PINES ZONING TO THE ENGINEER PRIOR TO CONSTRUCTION. w~N
ORDINANCE THE "ORDINANCE", THE SPEGIFfC SITE PLAN IS ATTACHED TO ILLUSTRATE INSTALLED TO 1 FT ABOVE FiNJSHED GRADE AT LOCATIONS OUTSIDE THE C U
( 3. CONTRACTOR SHALL NOTIFY ENGINEER OF DISCREPANCIES BETWEEN FIELD THE INTENT OF THE DEVELOPMENT. WEEN FIELD SIDEWALK AREA. TOPS OF AIR RELEASE MANHOLES LOCATED IN THE SIDEWALK Z ~
CONDITIONS AND THOSE SHOWN ON THE PLANS. AREA SHALL BE INSTALLED A T FINISHED GRADE. ~ s
PERMITTED USES 4. TOPOGRAPHIC INFORMATION PROVIDED BY HOBBS UPCHURCH ASSOCIATES. ASSOCIATES. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING UNDERGROUNQ _ (j N
THE SITE MAY BE DEVOTED TO BANK WITH .DRIVE THRU, MEDICAL OFFICE, RESTAURANT,
AND DRUG STARE WITH DRIVE THRU,, RETAIL, PERSONAL. SERVICE ESTABLISHMENT, CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES IN THE FIELD. FINANCIAL INSTITUTION, GROCERY STORE, AND SHOPPING CENTER. . THE FIELD. UTILITIES -AND REPORT CONFLICTS TO ENGINEER BEFORE CONSTRUCTION, CALL THE ~ ~ ` N
5. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDAP IN ACCORDANCE WITH NC ONE CALL CENTER AT 1-800-632-4949. ~ ° 3
BUIL INGS THE LATEST EDITION OF MUTCD AND NCDOT STDS. 4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE ~
BUILDING LOCATIONS ARE PROPOSED AND ARE SUBJECT TO CHANGE BASED ON 6. THE CONTRACTOR, TO THE MAXIMUM EXTENT POSSIBLE, SHALL NOT REMOV . NOT REMOVE LARGE EXACT LOCATION OF ALL EXISTING PIPING PRIOR TO CONCEALMENT. DRAWINGS O t j
FEASIBILITY AND ENGINEERING PRACTICES. SPECIMEN TREES AT THE EDGES QF THE EASEMENTS, AND MINIMIZE DAMAC
PROPOSED DEVELOPMENT SHALL BE LOCATED AND CONFIGURED IN A HARMONIOUS JIMIZE DAMAGES TO SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE PROJECT WITH A O' ~ (A
TREES AT THE EDGES OF THE CONSTRUCTION CORRIDOR. MANNER TO CREATE VISUAL fNTEREST. . COPY OF THE TRANSMITTAL LETTER TO THE OWNER. C
7. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL DEMOLITION OF ALL XI / E S OF ALL EXISTING 5. MINIMUM UTILITY SEPARATIONS O d
A SINGLE BUILDING OR DEVELOPMENT OR .MULTIPLE- BUILDINGS WITHIN A DEVELOPMENT' E REQUIRED CLEARING - 18" VERTICAL CLEARANCE FROM TOP OF GRAVITY SEWER TO BOTTOM OF 1- ~
SHOULD MAINTAIN A CONSISTENT STYLE THROUGH A BALANCED AND CONSISTENT BUILDINGS, FOUNDATIONS, FENCE, DRA3NAGE PIPING WITHIN THE REQUIRED. ~ TREATMENT QF MATERIALS, ELEMENTS, FEATURES, AND COLORS. ALL PRIMARY FACADES LIMITS UNLESS 0TH R I
E W SE NOTED BY OWNER OR ENGINEER, DISPOSE ALL OF A BUILDING SHALL HAVE ARCHITECTURAL STYLE, DETAIL,.TR1M FEATURES, AND ROOF DISPOSE ALL EXISTING WATERLINES
TREATMENTS THAT ARE CONSISTENT WITH EACH OTHER. CONSTRUCTION DEMOLITION DEBRIS IN APPROVED LANDFILL. - 12" VERTICAL CLEARANCE FROM TOp OF GRAVITY SEWER TO BOTTOM OF .S
8. ALL REINFORGED CONCRETE- STORM WATER PIPING SHA LL BE CLASS III UNL ;LASS III UNLESS EXISTING STORM bRAINAGE MINIMUM 10' HORIZONTAL SEPARATION BETWEEN t O .
COLOR PALETTES SHALL RESULT 1N A UNIFIED DEVELOPMENT BUT AVQID REPETITIVENESS..
PRIMARY OR $RIGHT COLORS SHALL BE USED SPARINGLY AND ONLY AS ACCENTS. OTHERWISE SPECIFIED. GRAVITY AND EXISTING UTILITIES
9. ALL STORM DRAIN FRAMES AND GRATES SHALL B " E STAMPED WITH DRAIN ACCENT COLORS SHALL BE .COMPATIBLE WITH BASE. COLORS. COLOR SHADES SHALL BE WITH "DRAINS TO ~ 6. ALL CONTRACTORS TO COORDINATE ALL GONSTRUC~ION AGTIVlTIES AND UTILITY ~
USED TO FACILITATE BLENDfNG INTO NEIGHBORHOOD AND UNIFYING THE DEVELOPMENT. RIVER" IN AGCORDANCE WITH LOCAL STANDARDS.
THE COLOR SHADES OF BUILDING MATERIALS SHALL COMPLIMENT OR DRAW IN PART RELOCATION/INSTALLATION WITH UTILITY OWNERS.
10, N4 TREE SHALL BE PLANTED WITHIN PUBLIC RIGHT-OF-WAY OR WITHIN FI1 .FROM THE RANGE OF COLOR SHADES THAT ALREADY EXIST IN THE AREA OR ADJACENT )R WITHIN FIVE (5) 7. ALL PRIVATE UTLITIES (TELEPHONE, CABLE, GAS, POWER) TO BE INSTALLED
NEIGHBORHOOD. FEET OF A PUBLIC SIDEWALK OR STREET CURB.
11 LANDSCAPE MAINTENANCE WITHIN STREET RIGHT-OF-WAY, INCLUDING MEDIA BETWEEN BACK OF CURB AND RIGHT OF WAY LINE. ~ ~ ~ ~pp~°' vi' 'fsCc"A~'r j~.,
ALL BUILDINGS SHALL USE MATERIALS THAT ARE DURABLE, ECONOMICALLY MAINTAINED, LUDING MEDIANS AND vtig III, ~ 8. ALL UTILITY CASTINGS TO BE TOWN OF SOUTHERN PINES STANDARDS. vw•~~'~~~~ .
AND 4F A QUALITY THAT WILL RETAIN THEIR APPEARANCE OVER TIME. PERMITTED ISLANDS SHALL BE THE RESPON I 5 BILITY QF PROPERTY OWNERS, PROPERTY BUILDING MATERIALS INCLUDE BUT ARE NOT LIMITED T0: BRICK; NATURAL OR SYNTHETIC 'S, PROPERTY ~ ~'~"~`~'~o~~~ .
ASSOCIATIONS OR THEIR ASSIGNEES IN PERPETUITY. STONE PRODUCTS; WOOD PRODUCTS, WHETHER NATURAL OR SYNTHETIC, OF A DURABLE
NATURE; EXTERIOR SIDING OF A FINISH GRADE TO SIMULATE THE APPEARANCE OF WOOD, 12. BOUNDARY SURVEY & WETLAND SURVEY PROVIDED BY HOBB P H S U C URCH . R~ UPOHURCH SAFETY PROVISIONS:
. STONE, BRICK OR STUCCO; TEXTURAL CONCRETE BLACK; SITE-CAST CONCRETE PANELS; ~ •
AND STUCCO OR SYNTHETIC STUGCR METAL AS AN ACCENT OR ROOF MATERIAL MAY ~ ASSOCIATES. , , 1. THE. CONTRACTOR SHALL COMPLY WITH "NORTH CAROLINA OCCUPATIONAL SAFETY °
BE USED. 13. COORDINATE UTILITY REMOVAL AND INSTALLATION WITH RESPECTIVE COMPA CTIVE COMPANIES. ~ AND HEALTH STANDARDS FOR THE CONSTRUCTION INDUSTRY", 29 CFR PART 1926
14. ALL WORK MUST COMPLY WITH NORTH A PARKING AND LOADING C ROLINA STATE BUILDING AND HAP ING AND HANDICAPPED AND PART 191Q PARTICULAR REFERENCE IS MADE BUT NOT LIMITED TO SUBPART P LEASED FOR
VEHICLE ACCOMMODATION AREAS OF THE DEVELOPMENT SHALL BE DESIGNED SO THAT ACCESSIBILITY V
OL. 1 C. SANITATION, EMERGENCY AND OTHER PUBLIC SERVICE. VEHICLE CAN SERVE SUCH - EXCAVATIONS ONSTRUCTION
DEVELOPMENTS WITHOUT TWE NECESSITY OF BACKING UNREASONABLE DISTANCES QR 15. DOUBLE- WHEELCHAIR RAMPS AR TO BE INSTALLED AT ALL PUBLIC STREET BLIC STREET 2. SLOPING, BENCHING, OR TRENCH WALL SUPPORTS FOR EXCAVATIONS GREATER THAN
MAKING OTHER DANGEROUS OR HAZARDOUS TURNING MOVEMENTS. INTERSECTIONS WHERE SIDEWALK IS RE UIRED. . Q WHEN SIDEWALK iS NOT RI LK iS NOT REQUIRED, 20-FEET iN DEPTH SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL 'ENGINEER.
CURB IS TO BE DEPRESSED AT ALL RAMP L CAT 0 IONS AS SHOWN ON THIS
EVERY VEHICLE ACCOMMODATION AREA SHALL BE DESIGNED 50 THAT VEHICLES CANNOT 16. THE MINIM M AWN ON THIS STREET.
U CORNER CLEARANCE FRAM CURB LINE OR EDGE OF PAVEME EXTEND BEYOND THE PERIMETER OF SUCH AREA ONTO ADJACENT PROPERTIES OR OF PAVEMENT OF
PUBLIC RIGHTS-~OF-WAY. SUCH AREAS SHALL ALSO BE DESIGNED 50 THAT VEHICLES INTERSECTION STREETS SHALL BE AT LEAST. 20' FROM THE POINT QF TAN( )INT OF TANGENCY OF
DO NOT EXTEND OVER SIDEWALKS OR TEND TO BUMP AGAINST OR DAMAGE ANY WALL, THE RADIUS CURVATURE OR T WENTY FEET. FROM THE INTERSECTION OF CTtON OF OQD LION NOTES:
VEGETATION OR OTHER OBSTRUCTION.
RIGHT-QF-WAY LINES WHICHEVER IS GREATER. THE RADIUS OF DRIVEWA' OF DRIVEWAY SHALL 1) COORDINATE ALL SHEETS W/FOOD LION PLANS AND SPECIFICATIONS, THE STRICTEST
CIRCULATION AREAS SHALL BE DESIGNED SO THAT VEHICLES CAN PROCEED SAFELY NOT ENCROACH ON THE MINIMUM CORNER CLEARANCE. WITHOUT POSING A DANGER TO PEDESTRIANS OR OTHER VEHICLES AND WITHOUT SHALL GOVERN CONSTRUCTION. ALL SITE UTILITY CONSTRUCTION SHALL FOLLOW THE
s INTERFERING WITH PARKING AREAS.. 17. WITHIN THE AREA OF A DEFINED SIGHT TRIANGLE, THERE SHALL BE NO SIC _L BE NO SIGHT TOWN OF SOUTHERN PINES CURRENT UTILITY SPECIFICATIONS.
' OBSTRUCTING OR PARTLY OBSTRUCTING WAL F
L, ENCE, SIGN, FOLIAGE, BERIt PARKING SPACES IN AREAS SURFACED IN ACCORDANCE WITH SUBSECTION (1) SHALL BE OLIAGE, BERMING OR 2) SLOPE LOT AWAY FROM FRONT OF STORE FOR AT LEAST 30 FEET. MAXIMUM SLOPE
APPROPRIATELY DEMARCATED WITH PAINTED LINES OR OTHER MARKINGS. PARKED VEHIGLES BETWEEN THE .HEIGHTS OF 24 INCHES .AND 8 FEET ABO' 8 FEET ABOVE THE OF LOT 3%.
CURB LINE ELEVATION OR THEN ~ EAREST TRAVELED WAY IF CURBING EXIST, RBING EXISTS. 3) A STORM DRAINAGE SYSTEM MUST BE DESIGNED AND IMPLEMENTED INTO THIS SET OF
18. ALL CONSTRUCTION SHALL' BE IN STRI
VEHICLE AGCOMMODATION AREAS SHALL BE PROPERLY MAINTAINED IN ALL RESPECTS. CT ACCORDANCE WITH VILLAGE, TOWP IN PARTICULAR, .AND WITHOUT LIMITING THE FOREGOING, SURFACES SHALL BE KEPT IN 'ILLAGE, TOWN AND/OR CIVIL DRAWINGS., THIS STORM DRAINAGE SYSTEM MUST BE ABLE TO HANDLE ALL z
. NCDOT STANDARDS AND SPECIFICATIONS. . GOOD CONDITION (FREE FROM POTHOLES, ETC.) AND PARKING. SPACE LINES OR RAINFALL ANQ PREVENT ANY pONDiNG ON ALL .PAVED SURFACES. ~
MARKINGS SHALL BE KEPT CLEARLY VISIBLE AND DISTINCT. 19. ALL DIMENSIONS ARE MEASURED TO FACE OF CURB. 4) SIDEWALK TO BE LEVEL IN FRONT OF FOOD LION, NO RAMPING.. ~ J m
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THE DEVELOPMENT SHALL PROVIDE A SUFFICIENT NUMBER OF PARKING SPACES TO 5} ASPHALT SHALL BE FLUSH WITH CONCRETE SIDEWALK AT FOOD LION. ~t°t ~ ~ ~
ACCOMMODATE THE NUMBER- OF VEH€CLE5 THAT ORDINARILY ARE LIKELY TO BE CLEARING: C ~ N 6} SIDEWALK TO SLOPE FROM STORE TO' PAVEMENT AT PER FOOT. SHOW SIDEWALK ~ 0. ' Q Q z
ATTRACTED TO THE DEVELOPMENT IN QUESTION. • CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLI MITS ESTABLISHED BY ~ . p ~
METHOD II. ELEVATIONS AT 4 POINTS. ~ a
THE DEVELOPMENT MUST COMPLY WfTH .THE PARKING STANDARDS SET FORTH IN 7) LOCATE ALL METERS, VALVES, ETC. AWAY FROM THE VESTIBULE, SIDEWALK, AND ~ ~ Q 0
CHAPTER K SUBSECTION (4) TO SATISFY THE REQUIREMENT IN SUBSECTION (1), AND (B). BERM DITCHES: HOWEVER, THE TABLE QF PARKING REQUIREMENTS IS ONLY INTENDED TO ESTABLISH A ~
PRESUMPTION AND' SHOULD BE FLEXIBLY ADMINISTERED AS PROVIDED IN SECTION 6.5. • BERM DITCHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STD. , DOCK AREAS. MUST BE RECESSED TYPE AND. HEAVY TRAFFIC RATEQ. ~ ~ W ~ NCDOT STD. N0.
3. THIS ORDINANCE RECOGNIZES THAT THE TABLE OF PARKING REQUIREMENTS SET 240.01 AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE EN ? BY THE ENGINEER. 8} COORDINATE EXACT LOCATION OF, ALL UTILITIES W/F40D LION PLANS: ~ M
FORTH BELOW CANNOT AND DOES NOT COVER EVERY POSSIBLE SITUATION THAT MAY ~
Y~ • STREET RETURNS. SHALL BE CONSTRUCTED iN ACCORDANCE WITH NCDOT S ARISE. THEREFORE, IN CASES NOT SPECIFICALLY COVERED, THE PERMIT ISSUING ITH NCDOT STD. N0: 9) ALL SPRINKLER RISER AND DOMESTIC WATER SERVICES METERS, VALVES, ETC. MUST ~ W Q. _
AUTHORITY. IS AUTHORIZED TO DETERMINE THE PARKING REQUIREMENTS USING THIS 848.04 USING THE RADII NOTED ON PLANS: ' TABLE AS A GUIDE, BE CONTAINED IN A 301N X 30 IN AREA, AS SHOWN ON. THE DRAWINGS. ~ rn ?
WHEELCHAIR RAMPS: r ° 10) FOOD LION SPRINKLER RISER TO BE TOTALLY SEPARATE AND INDEPENDENT. FROM ~ ~ , s
Z C THE DEVELQPER SHOULD EVALUATE HIS/HER QWN NEEDS TO DETERMINE THE NUMBER • THE CONSTRUCTION OF ALL WHEELCHAIR RAMPS SHALL BE IN ACCORDANCI ALL OTHER SHOPS AND STORES. ~ ACCORDANCE WITH `"r
AND SIZE OF LOADING FACILITIES AND REFLECT SUCH ON THE. SITE PLAN. NCDQT STD. N0. 848.05. g i¦
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EACH REQUIRED LOADING AREA SHALL HAVE ADEQUATE, UNOBSTRUCTED MEANS FOR THE a
INGRESS AND EGRESS OF VEHICLES.
B TO THE MAXIMUM EXTENT POSSIBLE, ALL LOADING AREAS SHALL BE LOCATED BETWEEN
a THE BUILDING (S) AND THE REAR OR SIDE LOT OF THE PROPERTY AND OR SHALL BE w
/ SCREENED FROM THE VIEW OF THE STREET AND ADJACENT PROPERTIES. 3
8 ~ SIGNAGE
ALL SIGNAGE iMLL MEET THE STANDARDS ESTABLISHED UNDER CHAPTER K ARTICLE 3 m
~ SECTION 4.17 OF THE ORDINANCE.
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LIGHTING
a ALL LIGHTING WILL MEET THE STANDARDS ESTABLISHED UNDER CHAPTER K ARTICLE 3 fl SECTION 4.11 a ~ . ~ REVI.fiiONs
~ HIGHWAY CORRIDOR OVERLAY DISTRICTS ARE DISTRICTS WHICH OVERLAY UNDERLYING 4 ZONING DISTRICTS ESTABLISHED IN THIS ORDINANCE. THE USE AND DEVELOPMENT OF 0 719109 SITE PLAN CC!A~AENTS
0 ~ 911109 1ST REV COMMEM'3
ANY LAND OR STRUCTURE (S) .WITHIN THE OVERLAY DISTRICT SHALL COMPLY WITH U 9!15!09 ECOND CD SUBMITTAL
REGULATIONS AND RESTRICTIONS FOR THE UNDERLYING ZONING DISTRICT AS WELL AS ~ THE REQUIREMENTS OF THIS SECTION. EACH OVERLAY DISTRICT SHALL BE 400' IN
M' , DEPTH FROM THE EDGE OF THE PUBLIC RIGHT-OF--WAY AND SHALL RUN PARALLEL 1012$! YLAR CD SUBMITTAL
g ALQNG THE RIGHT-4F-WAY FOR THE ENTIRE PROPERTY.
SETBACKS, SIDE. YARDS, REAR YARDS AND BUILDING HEIGHT m PROPOSED LEGEND
° ALL BUILDINGS CONSTRUCTED WITHIN TH 5 T SH L A FY R EX T a E I E AL S TIS 0 CEED HE ° REQUIREMENTS OF THE HIGHWAY CORRIDOR OVERLAY DISTRICT FOR THE DEPTH OF 400 _ STORAIWATER _ _ U711111ES i
i ~ FEET AND THE NEIGHBORHOOD SHOPPING DISTRICT FOR THE REMAINDER. THE BUILDINGS I ®CURB i~-~~W~~~ ,WArErt vA~vE ~ F ~ PRQJECT#:09~4014 DATrr~1ro9
a SMALL SATISFY THE FOLLOWING REQUIREMENTS; ' i
° FRONT SETBACK: 35 FEET FOR PARKING AND 75 FEET FOR BUILDINGS. a JUNCTION 80X e-~. ASSEMBLY W/ ~ IVALVE w DRAWN gY: JWE CMEGI(EO BY: ET
z SIDE YARD: 25 FEET FOR BOTH PARKING AND BUILDINGS. 3A STRUCTURE NUMBER ( iMiANHOtE ~ VALVE/ I N ~ TITLE
REAR YARD: 20 FEET. FOR BOTH PARKING AND BUILDINGS. o ~ ARED ENO ACTION I IFIRE HYDRANT ~ a
MAXIMUM BUILDING HEIGHT; 35 FT. ~fS ~ '
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ORfGINAL CONDITIONAL USE P R IT EM O ~ ~
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C,Cd~,~~'ItJNAL USR PERA9TT GRANTED impact of existing uses. The uses proposed within the shopping cerrtter In the surrounding neighborhood Based on discussions with the enerali L ti generality of the foregoing, gas sales shall not be allowed without a1 and twenty-free year storms shall, not exceed else predevetopment rate ~ N
g ty are not of a type likely to have an adverse impact on surrounding Village and with NCDOT, the number of driveways proposed for the amendmen amendment to the Site Plan approved by the Council. of runoff. ~ V
The Whispering Pines Village Council held a public hearing on September property values, and no testimony was presented that such an adverse . site will beat hvo locations, ono on N.C, Highwa 22, aml the other Z~
. i ct w uld occ ~ Y 23, 2009 to constder the application of 7DH Capital, LLC, to develop a mils o ur. uhlrztng an extsttng easement at Four Seasons Drive. There will also 4. The applic~ Shopping Center on approximately 1133 acres of land at the intersection of be two locations on Sullivan Drive, as shown on the Site Plan. These Council of 4. The applicant shall submit and obtain approval from the Village 8. No merchandise sales or displays shall be allowed on the ~dewallts ~ ~
N.C. Highway 22 and Sullivan Drive. 4. The esrablishmentofrheconditional use, wild nor impede ~e Harms! driveways, in conjunction with a series of inter aj comrections, are satisfies th Council of a lighting plan prepared by a qualified engineer that other outdoor common areas without a ~rmit. C tti to satisfies the provisions of Article IIi, Section 4.11 of the Zoning
and orderlydevelopmentofthesurrounding property for uses designed to minimize traffic congestion on the adjoining streets and in Ordinance Ordinance and that provides sufficient lighting for security P~~s 9• The pond that is shown on the Site Plan is jurisdictional wetlands and ~ ~ ' N
Tl~ ro that com uses the develo merit tract is fiudtter identified b the rmitted in the dishact. Pro rties surroundin the site are levels the sunoundin Hai hborhood. p PAY p p Y Pe pe g I~ g g while still while still complying with. dark sky principles. Light fixtures may can only ~ developed with a permit issues by the U.S. Army Corp of. C N
fallowing LRIC number: 99000490, along the north and south sides. Properly along the eastern boundary vary betwe vary between twenty-six (26) and thirty (30) feet in height to provide ~ ~ ~
will be buffered by a water feature and additional landscaping that S. The conditional use shads; in old other respect, conform to the uniformity Having reviewed the application materials, the general purpose and' will be required pursuant to a landscaping plan. Properly to the west appdreable regulations of the drstrictin which it as located Subject to light down uniformity, and luminaries shall be shielded or configured to cast the
standards set forth in Chapter 1Z (Zoning), Article 111, Section 7.A.11 of (atoag N.C. Highway 22) is mpatiy, undeveloped, but the Town of the conditions set forth below, the application conforms to all other light downward and to prevent light from shining beyond the la. Required permits from the Ashy Corps of Engineers andlar the ~ boundaries of the sho in center into Wei hborin ro sties. The ~ PP g g g P Pe Aivision of Enviramnerrtat Matdgement is order to fill words on O (n
the Village Code, all evidence and testimony received at the public Southern Pines has designated the future land use in this area as retail. ~ requirements oft&e Zoning Ordinance. ~ li t level light level at the ptoperty boundaries shall nct exceed O.S foot g1e must ~ ~ prim. ~ ~y ~ disturbing activify ~ ~ ~ ~
o 'd 'n cen w ~ heanng, and the reeommendatton of the Plamung Board, the Coutr~tl Nevi ence was presented that the shappi g ter ould impede the . candles. A concludes as fnlfows with respect to the standards required for the normal development of any of the surrounding properties. Based upon the foregoing findings and conclusions, the requested candles. Atl lighting fixtures shown in the approved plan fora sib, ~ W
particular l issuance of a conditional use permit. The Council's conclusions with conditional use permit is hereby GRANTED; subject to the following occu ancy particular phase shall be installed and operable before a certificate of ~ _
res to each standard are set forth rn ita[tes, followed b the 3. ~ The exterior architectural at and nctiona! plan the ro sed conditions: p 1?~ Y ~.tm ~ p ~ occupancy is issued for that phase. 11. Failure to comply with any corutition set forth herein shalt be treated ~ ~ .
findings of fact upon which those conclusions are based. structure is not at varumce with either the exterior rmehitectura! 5. The lie in t)m same manner as a violation of arry otherprovision of the Zoning y, d 5. The applicant shall install and maintain landscaping in accordance Ordinance. C
a eat and ctional Jan o tyre structures acre constructed or in aPp pp p f with a land with a landscaping plan submitted to and approved by the Village p
h. The proposed uses are listed among the conditional saes an the district the course of ccrostracction in the immediate neighborho~ As i. Within sixty (60) days after the issuance of this conditional use Council. is for which the apptfcadion is made. A shopping center is one of the demonstrated by the architectural drawings submitted with the permi#,, the applicant shall submit or cause to be submitted a petitign landscapin, Council. Unless otherwise provided in the approved plan, all l2.No land disturbing act shall take place until sceh time as the applicant N
uses permissible with a conditional use permit in the NS, application, the proposed shopping center will provide a uniform for voluntary aniCeza6on of the property that that is the subject of this tits c landscaping that is required on the phasing plan m be installed prior to has met the ~ design regtrements of the NGI~T.
Neighborhood Shopping District, and the specific uses listed on the architectural desiga across the project site, including a modification of permit in accordance with applicable statutes. This tition still not ~ Any plants the certificate of occupancy for a particular phase slu<i1 be so installed. . ~ Any plants, trees, or shrubs that die shall be replaced as scan as 13. No construction shall take place until fine applicatrx has presented to ~
Site Plan are all permissible within a shopping center. (See below, the facades of one existing building on the Gatti tract that will be withdrawn far a period of at least Twelve months. ~ possible cc possible consistent with weather related conditions. Further a the Village Coutmil, satisfactory evidence that ti?ere will be adequate . O
eoiidition number 3, for a Limitation on those uses). remain. This architectural scheme is not at valance with the minimum 1 architectural appal and functional plan of other structures in the 2. Prior to the c .xinmencement of any land disturbing activity an the site, a roved l minimum landscaping plan for the out- parcels shall be submitted and ublic facilities at the rite ir~t
2. The estabtishmerrt, maintenance, or ration o doe conditions! use immediate net hborhood. the a licant ,Ball submit and obtain Vill a Counc' pp ~ f g pp ag it approval of a fenced, the approved by the Village Council. If the wet pond on the site is p sewer ~ electric.
wifi Hat be detriments! to or enckuiger tits pubhc health, safety, phasing plan that will. show, through graphic means and text, what site the fence li fenced, the landscaping plan shall. include a landscaping butler along the fence lice.
morals, comfort or general welfare. A shopping ceiiter located at the 6. Adequa~ utilities, access roads, dratrwge, and/or necessary facilities improvements must be completed before any certificates of occupancy
intersection of two main roads and limited to the uses specified in the have been or are beingprovided. Water and power lines already can be granted with respect to arty building located within an Y 6, Pnarto the 6, Friar to the issuance of a certificate of occupancy, for each phase, the ~ of Septembce, 2009.
Si#e Plan will provide convenient services: to the residents of the serve the property. The Town of Southern Pines has provided a letter particular phase. Additionally the applicant wilt post a performance applicant s Village and will pose no danger to the public health, safety, morals, indicating its willingness to serve the. property with sewer, subject to guaranty Bond with the Village as beneffciary, which boixl shall be of a si n appliearrt shall submit to and obtain approval from the Village Council
comfort, or general welfare. the execution of an agreement between the town and the a licant that issued an A rats bondin com in an amount 1 to 12 g p pp by g p~Y, egos 5 ° All signag~ of a sign plan that satisfies the requirements of the Zoning Chdinance. . All signage shall comply with the approved sign plan. o~atJ~,
outlines the sharipg of costa between those two parties. Proper access of the infrastructure for all phases ofthe project and the completion of ~~~t}& •
3. The condittonal use will not be injurious to the ~ and enjoymerd of to the site is provided as shown on the Site Plan.. Drainage will be all buildings in Fhase One of the o'ect, which shall bond oars 1 g ~ 7. Pnor to ~ 7. Prior to the commencement of any land disturbing aetivity.on the site, o Zschoch or , ~
other property in the immediate vicinity for the purposes already handled in accordance with an approved. starmwatet management plan. that infrastructure and those buildings as describe herein. the applies permitted nor subsantialdy diminish and impair property vahtes with (see below, condition number a oval o the applicant shall submit and obtain Village Council approval and the ti f
lire neighborhood. The existing uses on the property include a ~ ~ 3. Each buifdi shown on the Site Plan ma be used onl fore pin approval of else Village engineer of a stonaiwater management plan a a°e ° x
~ Y Y th use or prepared b mixture of retail, personal service, ogees and restaurant. The impact 7, Adequate measures have been or will be taken to provide ingress and uses designated on the Site Plan. In particular, without limiting the shall ensur :prepared by a qualified engineer. The stormwater management plan shall ensure that the past- development rate of runoff' in the two, tea, am m 'S~v'~'
on surrounding properties will not be substantially difi'ereiit than the egress so designed as to minimise tra,~c congestion on the streets and
~
RELEASED FOR
• ~ CONSTRUCTION ,
f
EART`WORK PER TERRACON REPORTED DATED NOV. 3 2006 ~ • ' W
Propaaed 1fi.8 Acre nsvafopnnont ~t Tertaoon Prof aar Na ri067778 ! Proposed f 6.8 Acre
. NlhiapeHng flrt~, WC • November 3, 2006 ~ ~ pP 8et Terracon Project No. ?406777'8 ! November 3, j
be patfotmed during subgrade preparation ~ • E ~ eee~e rode preparation and fceting canstrucsion to scataEtie ~ pedom~i with a moderately loedad dump truck ar simi~r° consbtrctian ~pmem. The ~ Z
hearing cor~'rbans. Utuaatab~ soHs, ff encoo, ab~ SOlS, it encourdered, can be acklress~t thrott~ iacdaed 1 ' geotechnicai engi?>~'s repre~r>fative should observe tins operation to sad to dafitg
averexaavation (talderraatt~} and reP~ and reps with now engineered flq. ~ t6tstable ~l was. Soil which rut ar ex~ doting proofralhrxJ sixnuld 4x3 ! ~
undercut as d'aeded by the geoteahnicd.en9~er and r witit corr~aded ~I m~ertal. t W ~ m
Some loose sand was encaiaxter~t near the su h treat the surface at borings &2, 8-4, H•6, &7, 8~9, &10, ~ ~ ~
and &11. In their aarmtt crortt, these soil ticor slabs, and pavem~rts. Ta hnprove #hese d z " ~ Nm otxif~tt, these soib are mar~nd for the support of faundatiot>s; Considering maistture sensitive nature of the at~•aite sale, we expect po~ntiai ; ~ .J N U
witit a smoaim vi roller atbat° ' Ta hnprrsve #hese maferia~, we recommend the sand ~ soled underaat~ can be ne~tced iI ~ sf~ preparation work ~ perfarm~l &nr~g h+Eil~N titter ~ ~ roles strt~ing. months of the year (May ttu~gh fktaber).. - ~ ~ ~ ~ ~ ~ ?
Provided subgrade prion is perfam>ad a Ian is perfamced as recommended in this repot, we expect the ~ Earihwartt ~ ee.rne Z Q. Er
site sods to be suable far ~ support of n sg support of on~grade floor s~ Hrxnever, fire ~ ~ ~ Q ~ ~ .
near surFace sar~y c{ay and ~YeY sal etx d clayey sue! encount~l at same of ~ ixxirrg larx b Stntdtrrral fil and bar~cflli pled at the site consis{ of a soft the is free of organic ~ V to
mdsture senstiive and wtil 6ecane unstable v . sitbgrade8 dtuing v~ INeafhar, we r8CtilrlCMetl i>eoane unstable when wet. [ate to the pawl for urwtabte ~ material ar defarris. With the ~ exc~tion tool, roohriat, the an-site sobs tray be rimed as j W ~ = h U
n g Warmer, fitter periods Of year ter, we recemmend earthwork oiarts be p~formmi dtrdnq stnxara~.f~. T'he awstie sand, clayey sand, and aardy day can ~ rein as fll, but are ! ro
o w ~ ~ ~s and w~ refine careful mo~kue t~td. F.Js top~l Wray be pieced in ~
~ Site Pre on P~ . ~ ~ l.l.l
~ ~ ~ ~ i S#ruchuaf tli should be 1 m 8- to 10-indr flack loose flfts at a rnoidure ~ witdrt i
5ibe preparation in wtih the danroitiia r t wtih the demolitior7 ~ thm ex~ng shvctura<s and debr~ removal three pero~t of the optimum moisture content of the materiel as dated by A5TM D ~B II'
~ As part of the desno>lbOn, bllrited cot>crete fcun sled cat~rete fotuidanons or septiE systems assadated witlt the (atandatd Prodar), E~h ~ft ~ fig show 4x3 tmlfarniY trommpl to a dry c~r+shy of at lsad I ~
m exdsting atrudures sfwrikl also be rsrrroved. Ex be removed or fed a~th grart, The excav~ w be removed. Ex ufl'ities ti~ are to be idaned siraakt ~ ~ > ~ ~ maximum dry dmt~gr ~ the ma~rial detmrr~ted aaxnflr~ ~ ASTM D t498 prrartrt• The excavations resulting from utlity remou~ strotdd bs ! (shard Practor7. ~ ~
c°r property badcflaed Witft compacted stntoturai fie afreraarral fiB as desq~bed kr the Earthvmrlc section of dry ~ I ~
zr rat. Any utilities ti'r~ are ~ in a ~ in shoed be axut~tsllr ion txxizordai~r and The ge~echnic;ai ~hurer's repre~sntathte .si>ould pmlarm in-p~K;e find destsiiy t to ! ~
9 ~ ver4Gally to m~imiae cortfl'~ak wiHt new founda~ wiEh new foundation ~ evaluate the c~mpadion of ~ strudwal f~ arxl t p[acx3d at the site. We recommend a i a
N Aft topsail, vegetation, debrf$, and atfl@I' la'~i nar~tunt tsstir~ frequency of one test ice' 6fl per' 2J300 fee# ~ t~ area w~thr ttre ~
' 4 and dher ~ material sh~ci be removed firm ~ belting ~ and one test pat !ifi per 5,tJ~ feet ~ fill area wit flne paventertt e
w c~nstruc~ion areas.. We ar?tit~ete ~ avera~ #opsdl and. rootmat kind in across the sib tu~ete ~ average stripphxj depEh of B irx~res to remove the areas. For y tter~h Ex, we recanmemi a t fi~uency of one test in across the sib and ht the wooded atm. Topsal maybe re- feat of lrerxdn: Additbnd testes stray tre r~ufred if variable cxx~iore are ore ~ durir~
used in arms fie fie eel o~on. ~
~ a T repau~ dish! t're~rr suriaae sobs aril. devil m aoa s4ls aril. develop uraform subgrade support, ere reaanm~xl ' Excavations
~ the s~f tads ~ arms to r~eive 1 ~g n arms #o receive fll or at the subgrede alerration in cx# be i
danaitmd late up{''d~ry a medstm to t~p~/ rs roil sllouid be perlarmea m ati fNx~ding and ill s~nm to heavl? weight, vitxatacy smacum roii~. Vlntatary The majOrfly of the site sad may txa excavated wtih otfonal carnskrudian egtr~xnent, i. ~
'a a sl#abie pentad of dry Weatil~'to avoid degra n al bolding and pavement areas, and Stroud be periarrned after such as btiabozers, trackfwes, and tras;lchoes, Wet conditons tin signiGcauttiy reduce the w ' ~ _ the to avoid degrad~q an otherwise Viable subgrade. The i ~abitity of excavati~ sides. For this region, al exCavation$ shcnrld be evalu~d for ~ ~
vibratory rowing st?ou~ rronsist of six. Passes, of six. passes, with ttte set~txt s~ of three passes being ! stability by a competent person Prior toe w REVtStONS ?tby by per~nnei< AI exoavafions must strictly _
8 perpend~tiar to the fbst s~ of three poses. t Of three poses. T'f~ g~techrdcal engin~r's rflve adhere to the most cturerr#federal, state and loci OSHA regui~ions. 0 911th 1ST REV COMMEN'CS
should observe the rod' 'on #o ski in c~I a. oration #a aid'm delneath~g probl~n sol areas.
~ 911510 ECOND CD sut3Mt1TAL
Afar densH'yfng the n~ surfaas said Wtfh a sr m ~ show be lied to tiered remains face said wlth a srrrootirdttatr roles, the expos~i subgrade sale ~ 10 Yf.AR CD Stj8MI1TAl
~ ~ feel any remaining loose or soil sale. Proofroliarg shoed be ( ~ : E ~ 0
~ 5 5 ~ 6 w
g
il ` 0
g 0
a N
r PROJEC'r#:t19~4ff14 . DATE:9111~
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0 } DRAWN BY: JWE CHC~fED BY: ET
3
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3 ~ GENERAL NnTFS
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SHEET 2 OF 3
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i
•
~ _ ,
. ~ ~ EARTHWORK PER TERRACON REPORTED DATED AUG. 13 ~ 9 ~ 2 .0 ~ o 209 ~ o
> i ~t t~pa~esatwppprecenmr. .art 1 wrsapera,gPn~a~ronpugcaaeer xenarxa, : 'u J
TerranonProjut1~.7108fi080 TarcarmnthaJeotMaT109a0~ T~raeonPwt~db.71~8IXf0 Aul~tb I avga~lb,~0e i Augatfl&'~ fierruonproJecttk.71 ~ Terraconpro}ectHo.71~0e0. s Auguttl3, 2008 Aagtet 13 2009
1 j l of knrel fluctrradons should be considered when developing the ~ I P Nroundwatar I
desi(Ot surd censtrucHon plaits forthe pro~Ct. SUe Peparatiort ~ StroCkrrei fll draukt be placed b & to 1A•kudt thkdc krone IHts at a moisture corderdwfthkt dgee j I ~ P rtroVeRlerd • No badMg from Compaction egtrnt i ~ 41r ~ 8= (0.(B2 Hto 0.004 H} ~ • No loading from nearby faotlngs ar slabs ~ ~ ' S ____E ~ j, . Nodyrram€cbadktg I ~ ~M„
. I perced of the oparnum mobture comertt of the material as detemdned by ASTM D 698. Seeaorrel h roundwabr kaveb are b Dewy du ar after the iYfa~Y ! Sib Preparation should begin awdr are demd(Oat of the eidati stracdtres and debris removal. standard . Eadt lk of fig ahwtd be u tom ~ igtr g expwted ring lust i ng ( Proctor), rdfomdy paled b a dry den~gr of at bast 95
coder ntontirs of are year (November arrough Aprq). As part of are demollbn, burial aoncns6s foundadats ar septlc systemre assodated with the ~ perced of are mexkrwm dry derreky of Ore rrrebdal debrrt(ned according b ASTM D 698• ~ ~ • Pb NbvemadAsaaned + No SafBty factor included in sod paranreters . ~
k ~ exiditg strstcWres Shedd abo be remasred: Exbiing udtitlw that are ~ be abandoned shout {sbndard Proctor). The upper 8 kt pavement and bu~ktg sl~kl be compacted S~mb Site Claaeltkaaon ~ be removed ar fllbd wqh grout. The exca~one rew~tg from uOtky removal should be j ~ at 100 prroem dare standard Proctor maximum dry denagy. Baaed on the bborebry , Fines i Igrrore pasaNe pressure th frost zone ~ N
pr~rly badc~d rutty cort>Nacted stRnturei flq as deacdbed b the Earthwork aa~at of this i teat re~rds the sots in the u 5 feet a ' I ppe? ppe~ to be teidivery dry and may need to have i tirade I Tirese design parameters should NOT be used 'm the design of medrenkslry ntabf~d ` C
. in otg apinfon, eta wh~gbce conditions at the project spa catrespond most dam' wfth report. Airy ales that are b remakt kr mice dtadd be aCwrately krcwbd horizodaly and water added during fire ~rtttvarrk operations to adriave required carrgraci~rt. ~ ihow of Sqe Cosa D as desalbal in Battier 161S.t.1 of the 2006 North Carolna State verdcelly b minknfre cwflidwiat new frxrndaOat wrretructlon. j I ~dh (MSk~ retskring wags. i Z H. ~ ,at
Buikgng Coda. This type of profile b cldractedaed as sak sot wqh average N•values i i Excavatbns _ _ Sadd~ placed agakrst sbuctures should c~rudct of granular svgs or bw plaafldtY ~~!re i W ~ I' Fi sod. Fathegrervalueahbeva9d,thegrenuterbaddt9mr>stextendouttrom9reiof j. ~
greater titan a equal b 18 bpf and lass than 50 bpi width. Ore upper 100 feet of the ) Ati bpsol, fin, debris, and dher unsuleble rnfai shook) be ramovml from ate ~ wbs~face profile, n arm. Topsol may ~ re•uwd b areas to be tarrdscaped. :The majodry of the sib sole melt be eisoavated vAN convemional oatatrection acpriprtront, sad,. ~ ~ ~ the veal at an angle of at least 46 and 84 degree Fran v~tl tar the act(velatrest aril ~ r. V ~ f paeshre cases, respactNey, To calcuthte the resbthn~ to sddbp, a vakre of 0.33 shoud be I
' i i as bugdazera, b~dtoee ana traakhoes. wet conddkns ~ I G ttECON~NDATIOflS 1 To diaktrbed n~ surface soib and unibtrn su reds we recommend erxavaOat aidswals. For ihb rwsrm al excavadet ~ ~n redoes Ore sly of ENO Nit dP DO supped, s shook) be evaluated for sbbtidy by a ! h'""~"_'~"R''"a .__yy~ ! r~edastlreutacceentoftrbanOre~ngendthaunrlmlyBrgsofl. . '0 O Q
tits expowd wbgrade alb in areas b recdva tN ar at tits subgrede akwaOon h cut areas be Conmetemt t i b ~Y frY rind. Ati ezcavations mc~ aclftere b tits most { ~ c~
Oeob¢Nrdcal Correlde?adona dens{f~l kkrpla<x using a medium b weight, vibratory smoolhdMum roller. Vibretory ! current federal, slate and kxwl OSHA regu~ara roling shwld be perfomed in al and pavemad areas, and siatrld be perforated after IiI . f A perforated rigid dain line hrstntled at the toundatkm level befifnd the bye of wills f ~ r i extend'mg bekw adj~ent grade le rec~mmatded io prevent hydroatatk loading an the
The borings generaly encountered medhmr dense to dense sand vdrh varying amounts of a wl~bb period of dry wesatsr b avc~ degradtr~g an oUtenvise acceptable subgrade. The I Retaining Walla TABLE 2 l wags. The drain One shark! be sloped to provide positive gravity drainage and should be ~ ~ EARfitI PRESSURE COEFPlCIENTS surroundod by frea•drahring granu~r material graded to pevent th iMruo3on of anon, or an ~ L ~
clay and oa:asanal sandy oby awms. Bawd on are restdb of our borirGa, ffie strudumas ~ vibratory rdBrg should oarswt of sbc , vdtit the secxMrd set of styes passes r>aing i . i • C~'i be wpportsd on shadow fooang fwndeaona bearing on matlum derma ro dares wnd, perpad(wbr to the first wt of eves Pasws• The ~ errgkreer's reprwwta8ve RerMarced concrete wage wkh unbalartcx3d baddS levels on opposite sides drotdd be I E , cltemative fiee~dreinkrg grenu~r mail encapsulated wBr sultabte fir fabdc. At Est a ~ Q
' or navy OI matedai, The wtb axooumered at the boretgs generally appwr suitabb for the ? shwfd obsdvedte pmofroltrq operdion b akl M degrtea>b>g problem sill stave, designed for earth pressures at least equal tq tlroae indiceted kt fire fogowin fable. Earth ~ I EARTH p~p~apC~tU, L'~QUIyAtFNfi g~Ap~ EARTH ~ 2-foot wkle aedton of frea~drahring granularlfll stroutd be used for badcHl above the dray j N a pt0=asuRa Tw+E tndau pREasuRa; pRR~IFRt„ ins and ad~rrertt io the vrad and extend to vdthkr 2 feet of final grade. In unpaved 1
suyasort of ahalbw tarndatlons; how~ver,were«mrmand does examktadat of the ma~(ab ~ pressures avid be influemced by strxttrral design of Ole vrela, conddbna of wal reatraid, be performed during suhgrede preparation artd footing conetrucdat b confirm sudabie ~ Aker dert~t+mg d,e n~ srgfaoe sdb wltlr a artmotto-drrsm rdbr, the expose! wbgrade salt ' i methods of constructbrt addle carrpacflorr attd Ora { dated an atren9dt of the materials being rroNGCiRa18 PI~8atIPE ps px j .areas, the gramrthr should be capped with CompeCted cahestve fid th minimize
beating oonddkne, Unsudable sod, K encoart~red, Cart be addressed through IacaOzed ahwid be ~ to y remRrting boss a soft sd~, f~radrdling Nroud be i restr~nad. Two wad i~kaird candftions are Shawn. Ad(ve eartir pressure ~ CommoMy ! tpc0 ~ Ipal l infiltration otaurtace water ime the drctn system, A prefabritmbed drainage stnacture maybe Atdrre (Kaj h~or6ad Grenu~r • 029 3rr (02!)j3 (35tH abavo a dain dne as an aiematlve to free~dreinkrg granular fld. A prntabrir~ad ~ ~ d
otwrexxavatiat (undercutting) and ~ uddf trees enginwred flq, perfonmed wNt a trxtdera<dy loaded dungy tngdt a sue' pneumaib Bred conanudian used ~r design of free-siwtding carHgever ratainkrg wads and aswmes wad f>m+rarrroM. equrt. The geote<ttnk~i enghroer's r~reaenbdve ahwkl abwrve this report to ad in ~ The "atreaf' Cardtion aswmea no wail roiadon. The On•sOe Sand am! Clayr • 0.39 46 {0.39}S (48jH drak~age sUucture is a pl~t(c dreinnege core or mesh whkdr k Covered with fitter fabric to
Sorre faces sand a~ encaunlsrod treat the wrists ~ NB-01, NB-02, NB-03, N& ~ delinsrea urratat~ wl arm. SoiN whidr rut a d~sat exrxsaivsi tkr ~ E ~ d bor>ngs ng y ring proofronktg ahwkf ~ prea~ges do not indtde a factor of safety artd do not proWde br possB~le hydroataOc At•Reat {Ko? Imported Ganular- 0.48 66 (OAt3)S (55)H prevent edl i, send b fastened th the watl pdor to pku~g baokfl9. ~ ~ ~
04, NB-05, NB-0B and B•17. in their wgent corditbn, these sills are margtneE for fife ~ be tmderad as retxxrvttett~d by the gederel engineer wtd r~bced wqh compaated tB presstge on Ore wads, Thew design parameters shoud not be uwd in the design of • wpporl of foundadets, fkror , and pavements, To improve materiaa, we mderiat. mecdranicel~ abtdlhed modular bbcdc rebkring wad. Additbrtal analyses and design On~SandamtClay-0.58 87 {0.68)3 (87tH ~ 111 Pasdve {Kp} impaled Oranuter-3.4 .406 Foundation s~atems ~
recorrrmerd the card be roped wdh a smooth•&um vibrato roller attar atrippirig, ~ forthew retake vrelbcan be u ~ . ry ~ ~ bB ProvWed pan request. f f tote Sand and (lay- 2.8 307 We recanmend that the proposed buddhgs be auppormrt ~ shaiow Poutxintlona baermg
' Cow Ore n>asdure sandOtre nature of of fire sdb, wa expect pobatial I Provided relief i8 as recommended b rids we expect fire ; u can be reduced d rite ~ work ~ du rider ' wbg~ P~ Psrfomted c trderwdkrg ~aparadat Perforated ring typNapY ~ I ar sudabie nnturai so0 a propedy axrlpacted fld. A net allowable b~r~g pressure of 2,500 ! , }
ate sole m he wltd~ ~r fire wppat of orrgrede floor ebbs and pavemetde. Howcever, the ` errs of the ywr(A9aY thrargh Odobar)• ~ ConrOtbns appikabb tothe above cars kxtude; k pounds pa'squar~ toot (pat} ctrouki be used. for ~On9s b9 at competent residual soik , ~ ~ and auOable sfrcxdtrrei fS p in accordance wkh Ore recommendaOorre let ibis report ~ .
near wrteoe sandy cbY and clayey card eruotrrdeved at aarre of are bodrg bcetbre b Dare b the fa urebbb Eertlnirork m~trge aenskWe and cmt beoorre uR~bb when wet. potentid i ' e For acthre eedh pressure, veal coact rye about base, with top lathral rrdwernante 0.002 ; 'the net allowable beettng pressure is that pressure wfitdr may be trenarrdtted th the ~d in
aubgradw during wet vreatlter, we recommend earthwork re De perfonrred durng H th 0.004 H, where H th veal ~nt ~ excess otOre sraramddkrg overburden pressure. T • For peadve eartt 9re, w~ moat moue hodzarrta~f to mobidze resistance. i
wamter, rider perkxk of kre year. ~ Strudtrmd IN amt badcfil pbced ~ fire sneak) cenabt of a bw 9o goderaEe pkwkq}r Sol ~ ~ (ikPdd Ikna teas Bran 50 amt PAY kder less titan 20} atAt is free of or~rdc msderiai and i i . Uniform surcdarge, whae S is surcharge presaerre ~ SheOow foundatiare shotdd be de~nal to bear ~ k+aat 12 tndrea below tirdgkted gr~a ~r i
. ~ detsis, The on•sire natumt sots trrey be reused ~ sbrwtund OI. Reuse of erarex ~ ~ • l ~ In-sOu soi badddl wdght a ma>amum of 120 pd p and protective anbmiment. 7ett~n recommends that cokmut 4ootM9s
shook! be teab>cbd b Pad , knParbd fit sails shout! dassl'y as Cl, r~, Std, ar f i SC tt axadance wlh tits thud Sol Cron Systar. • Haizordai baddE, compacted to nt least 95% otstandard Proctor maximum dry d~Oy shou&l be at lea8t 24 imthes aquae amt veep tooings sfictdd be at leas(18 krches wide. • ~in9 from tmauY emripmant not krdtrded ~
E j . No hydroatatth preasuro edirG on wad { ~ w;~
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AugretlE,?~/ ~ ~ Augtret19,~09 Auguet18,20~ Atrgtat13,20~ ~ Atrgcet1S,2009 l l
We estlmab are total setibmstd for fire bundtrg addabre wN ~ Nss than 1-tndt, Yrltk9t b t possdtEty oQ grouRdwefer level fluchtatiata should be taasidered vAtert developttg the t l typkutgy tderebkt by masonry bock, 5~ and vaoci framed 8tNdUrea. Diflwentbl ~ dean and Construaaat plans krr fife protect S~ Pre~ratlon • ~ ~ i i
snerct betrseert column footttgs and atxtg wee fooOngs dtould also be tobrabN peas ' SWcturel Ei sMOUta be t in &th tom track boss ~ eta mdsdrre nt>Hdtkr three g x For~dva a movsmwd SE© FOR percerd of the optkmtm mctakire cadent of the mf ~ determined by. ASTM D 686 ,...-.-.i..-.._ _ 1Q.~ H th 9A09 H) ~ NSTRUCTION
ihmt~ut'lrlndt}. Seasonal high groundwater kmrels are expected to ocag Juan or after kre 9 tact 5de preparetbrt ahoukE begin wlh tits demo~at ~ are ex~ sincctrges and debrib removal. coder mondrs of the Year (Nmmmber through Algip. As pert of the demolNon, boded conade foundaUau ar sepac system assadeted wTdr ate {sthndard Procte). F ift oftd ahouM be unitarddy compacted th a dry derby otat ~i i 1 ' • b A f
>hb recananetd dad tits iCO6ng excavations be etemtred by a Teg~on eve b I ex st?uckaes ahadd ado ixr remarect: t5~ting ut~ies Bret are b be abettdoned strauld i herd ~ Ore maxthtttm dry denadp of the material de4emnkred acceding th ASTM D 6~ (standard Protdar}, The upper 8hrdres th pavertrerd and ddldkrg areas ctrat>d be i Fk
verify tiret auftaf~ are present at aRd babes the primed eon. a sak ar Seisark Ske ClassNkation be removed a dged vtNr grout The excav~orts restOkrg Iran fdNiy ref dwuld be j unsuftabfe rnateriab are encotmbred tt tits footttg excavations, dtadd fro remedfatal praperiy baNfflged skit Canpacted ~uduraE fH as described in fife Eardlvrork sin of thb i { toathrast100percarrt~thestar~dPr««brnrardnnarrdrydansdy, t3asadonti,slabor~ory ~ Grade
as ~ by fire geobdtnkwl enginwr. Due to the r~ively sandy Hedge ~ rite In our opiniat, the wbsurface catddions at tiro project age correspard moat daseyr with rapork Arty utNlea awl are b renretrr b aerutx3 shwd be ace[ ktreted Iroritatte and ! teat remrlts the sods ct the upper 5 fact appear th be rethOveiy dry and may need to have vadded dudngUraear8rvtorkapea~ns to adze regrdredcompadforG
mater~i, remediadon oPdars rrrey kickrde apA~ aanproctGra efkrt at the footk+g beamrg thow of Sid Cass D as dascdbed h. Section 1695.1.1 of Ure 2006 North Carogna State verdca to mhdRdee ictwgh rtewfamdadon construdbn. ~ nY i ekwa~n wlh IreuM•held oompacdon egtrpment a removittg utrb ntabrial and repbcing Buld'mg Code. This type of profile b dtarederized as stdf sill wilt averege N•vabes
vtdlt washed, sashed stone b the footing 9 eletration. gr~er ffian ar squat b 15 bpf and less than 50 bpi wghin the upper 100 feet of the ! An topsol, vegebOon, debris, and alter unwi~tle material should be removed fr'art the i ExaavaSarts ~ itelta~l H I 1.
etdretrr~ce profit, cortsGtuHar area, Topsoil may be re kt areasto be Nwrdscaped. I The Carr kMe and f ttcreased d dbWibed ar The majority ofOre s~ may be excavated wdh canvedfonalamslruc8on etpr~tmad, such
1 ~ > ' slowed ~ becoRre sahlrat~i. Shaikl the saik at lire bean ~ become dbkrdred, the ENOINEERINO RECOMINENDATION$ ~ To di nest l ng i repair etctdred surface sdb and deveop unfRrrt wt~rede au~at, we recommend i j as brAdozers, bacldroes, and traddroea. VJeE oerdliona can signifkamy redtxe the etab~y of ~ y,~ ~ . excavation skfevrads. Far Oils r~son, ~ sxcava~ne ahadd be evdunted for stadNdy by a !
aaecbd sop strotdd be removed prior b placement of coriaeb. Concrete ahwtl be paced i are expowd wbgrade eons IR stew ~ receive fit ar at the stdtgreds etmretion b cut stave ba i ~ soon as possdrb afbr excavating b mfiimke dbhrd>emce of bwring wile. The from d Qeofechnkuti ConsWeratiorta . densdied in•place using a malum to h~ry weigh, arrrooih-0rum toter. Vibretary i rwmparenl Paten ~m ~Y by pesonrrel. AD ~ n sfricigr adhere to Ore most
ate famdadat ernre datiid assn be dean and free of arty kow sot, rnud, and ddrrb rogktg slodd be perfared fR al bolding and pavdrtent stave, and should be perfoRned after ! aurerdferthrei, slats and bcel OSHA regui~ns. j
Plata , Also, txnaeb Shedd trot De placed an irarat wbgrades. The bodnge generally aurotrMered rnedtwn dense to dense sent! wqh varying amounts of a wlabb Pend of dry w~her b avoid degtadtrg ast otherwise acceptable stdrgrade. The ' clay and occasiond sandy clay seams, on fire resuds of our borings, fire structures vltretory roNng stwub conakd of sbc , wqh are second set of thr~ pewee being ~ Retaining Wags j TABLE 2 i EARTH PRESSURE COEFFlCIt3i7S
t3rotrrrdm~et seepage into kxmdation etawvatbns b ~ m dtb eke, however, can be supported on shalow famdations besting on mredlum denw to dense sand, i perpendicular b the first wt of three passes, The gaobdrnlyd engkteat's representative i i i Rekdorced concrete we0s with utaralanced tmckfl9 level on opposite skies should be
expaWre b irr~ment weadcer • can also fitroduce uttwartbd mo~ure ttb the fading or trees fig Rwterbi. The sons encountered at the borirtgs generally appear satiable for the # ahadd obaerveate prootroNrrg opere~n ~ aid kt dalmead ~ ng problem solareas. arbgtade. N coretruciiort axure durktg inclement wwdter, amt tanaedt~ of foirrdations b supportaf sftalbw focrndadoaa; however, we recommeni low exatrdnation of tits ntaterbb ~ t EARTH COEFHCthNTpORBACKFU.I ~UNAtEfIT 9lthGffARGE EAR'iH designed for eartt pressures at feast egad to those indirsked kr the follox4rrg table, Earth
not pcla d are amts they are excavded, a kgrer of Iwn shaukf be ptrced on be perforated durh~ wbgrale preparaton and fooang cronatrucaori to confirm augaide E Aker • dereayktg eta near sure sole vdfh a smaodadmm row;the etglowd subgrade soi8 ~ ~ i pressures will be intiuencad by shucttrraf design of the wails, cadObns of wad restraint, cotmmolas PRE8811RE, PREti9URE, methods of carsUucOon sndior QampaCtlOn and the strength Of Ore materiak CaiRg
etq>oeat bawttg ataboea for proted~t, where high tnabktre wadfttHta are ~ at bearing carrddions, Ureuftable alb, q encotmtared, Cart be addeswd dtrough bcellzed i shadd be proofrolled to any rer>~ring ktow ar soft soda. Pra~roli dmuki be ' tooai~ t ebaaaons, are boded of fife excsvatbne soda be atabnlzad wilt a te6lF,elY overexca'raaart (underaulBng) and reptarerttetd wBh new engineered !lt ~ performed wlh a modsrably kraded dwrq~ truck or simper pnwrtretic eyed conagucNan IpcO ipe9 fpefl reskah>ad, Two wall restraint conddl~ are sham. Active earth. pressure b commonly z
clean, varl~gradecl sashed ar greed, or a lean cancxds mud t~ b W a++xxidng l equt. Tire geoiactcntrel engiRaets ahauld observe tDis operatiat b aid b ~ used for of fry-standing ca~lever retainkrg waif and assumes veal movement. i Imported Granule • 0.29 35 {029}5. (36)H . Tfie "atrest" cardibn sesames ra vreO rotctlon. Tint recomnrended design lateral ~rOr E Dn~site Send and Clay • 0.39 48 (0.99}3 {48}H ~ 9~s~llrl .
forcabtrtrucdorr, Some ktose sand w~ ertcoumtered rrearthe surface at Irorktgs NB-01, t~•02, NB-03, Ntt- . deltreabtg unetabb ell areas. Sills witkdr nil or duct Y dtrkg proofrding ahodd . ~ 04, N&95, NB-OB and &47. fn their wgem catddtHt, dress alb are margined for the be undercut as racommatded by the geotactrn(cd engkreer and replaced watt ~ fit j pressures do rat imdude a factor of s and do not pradde for posctble hyic ~ At-Re.~t1Ko) imported Granular-0.48. 55 (0.4ti}S 155tH ~ U
Fbor~aba srtpport of ~ctrtdaibns, fiaor ebbs, and pavemerrb. To kfgrrove dress rttabr'bb, ~ mabriaL l pressure on the wade - These paramebma sirouct not be rraed in the deign of l t)n-s9e Sand and G6ay • 0.58 87 (0.56)5 {87)!i ! Z f mechanically stab9hed mockrler btoCk retahdtrg wads. Addil)onal analysa8 and desfgtr ~ peeve (Kp} imported Granidar • 3.4 405
recommend the send ha retied wdh a ~nooth•dnan v~atory idler adar strippfn9, i The floe start ahwld be wppated on a 4•itah thtric layer of washed. crushed stone • ' Cow the nabhge aen:adve mature of eerie of fire an•s~ alb, we expel pdardat paramethrs forthes8 retaMtng v~leCarr ba.prmdded upar request l t3n~sOe Sand and Clay- 2.8 307 t/~ J m
(NCDOT No. 57}, The purpow of thb layer ire to help didrifwte cancertratad toads and ad Provided subgrede preparetbn is permed as recxxrunended in thb report, we expect fire ~ undercxrOiitg can be reduced d the site preparation wait b performed during typlcady rider
' as a aspdbry break benwth She slab.. stile soib to be wDable far ace wpport of oMgrade floor slabs and pavements. Hovrevet, the j months ofdre y~ drrouu~rr October). ~ near wtiace sandy day ofd clayey card eRCOUrdered at same of are boring localkns b a j conditions appOaable to the above crond(lTons k>dude: ~ "J h ~ ,a ~ ~ Z ~j~
The need far a releNet, std whae ~ place iG ahDU&i ~ determined DY Ore arcf~ct i , moisture wre~re and can barome watable when wd. Due ~ the potendeil for tmetabk : Earthwork I For active ~rOt pressure, wctl moat rotate about base, wNr top lateral morremerrre 0.002. , ~ fn ~
based on fire doe bu Corm d i s d n wet weadter we recommend eardtwortc be proposed treedmemf, fumtiaaL Prof, Pb ubgrades ud g ope Performed during ( , • teChatµies, and the schedlde. NAtar re cetardas are used, precbtdorrs ~ wamrer, dr~r periods of tits yew, Sinlctirel iN std l at fire efts snood tronsid of a bw b modara~ pktsttdly sot N to 0.004 H, where H is waO height. m ~ ~ ~ Q ~ i ~ For passive earth presawe, wag must move hodzontady to mobBze rea4stanrw, ~ r n 1"' Q
be taker! durttg the indial floor s~ a, aging period b reduce ~ wring ~ (lgdd lma leas than 50 and pkurfldgr irderc tees dtart 20) that b tree of or~nic material and ` i ~ • Unform ~rrctrwge, vdrere 3 b stacharga ixesetrre
and yossAtle acting of fire abbe. The provided tt ACI 302 siradd be debris, The orrdte nature) sale may be recce! w sWctaai OI. Reuw of e~esa topaon f idk>wad: I shwkl be restricbd b . i landscaped areas, knported flq sole ahordd cbesdy as CL, ML, SM, ar f i • I soil backflN vA~m a maxktuan a 120 pcf ~ Z ~ ~ O • Hatzontal bactd6, compacted th ffi 06% of atarulard Pror~r maxkrxsn dry density ~ ~ Q ~
SC in axardatroe wqh are Unified Soil CbssifioaOat System. U Lit t.oadhrg from treavr canpadiotr equymrerd rrct ~ ~ ~
i. i • No hydrosts~ Preaswe act ar wit Q W
10 5 ~ g
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a1 0 i 2 ~ i - } ! ~
E m ttYrg Ptnea Shopptag aantx ~QrWCCrI whlap•dng t+Maa elgppfng aa,nat '1fRReCrlt i tNaea Ce11~r i 7
~ TarraoonProJa;tNw7la~aSO ; TercaaonProfectNaT108Rtaa i T~erre~PtojectNo,710A~d0 ~IIRiWri eprojeottb.77008QiD ~ Temoa~P .71~090Ce~r ~QmrBCOrr ~ ~ Au9wt'19, 200e i Aagwtl9, 4W9 ~
v aanvet3a,teos aaguatts,sooe j event+s,msa f erase ahouki be m0isarre CardOkmed end propedy compacted to the r~ara»endeOare th ! O
O ' • No kradirg from compaadon equipment ~ We estimate the total wttlemeM for firs buldin adddbns wN be teas ifwt 1-indt xiddt b The floor sb6a ahautt be ~ • No txacbtg from nearby footbge ar slabs i typka{ly bierable by masomy block, deaf and woad fry structures,. Ddfererdbl recommatd that the tbor' s designed b resist the atdidpated dead and live Irreds. we TA~.E4 this relwrt hnmedfathly priorto paving. l
r • No )G E sediemeM beDveerr coktmn faOO and ab will fodi shout! abo be tot ~f 125 mb ~ d a modulrre of wir~ads rwctbn (k) of w kredklg ~ ngs ng Rg8 arable (less i pau par Cuh~ inch, Vtle recommend diet Construction ' i ~kfb in Ole sibs inctud® ; PAtIENENTTtBCtiNESStiECONifENDATiOf>JS-TRUCKSANDCARS ~ l
~ • No i~tor trrduded in ~ paramet~s ' timrt abofd'~dndr). , dowel ~ nr load tral~fer across the joints alxi to redtxe Me potald~ for dii~re>f~l j v, • i~ors p~ive prewure in frost zone ~ vertical dbpiacemeid across the jdMa, j The m~knum pavement adyned wee determined an the ~boratay ! ~
~ VYe recommend drat ate foothrg excavat[ona be exmrrkted bf' a Terraced r~rresenbatre to iMATERU1t THICKNE38 NCDOTGRAD09G ~ teat results and poet-canstruc8on tref@c badbrg caWhans for this type of tlerrai~msrrt. ~ x.' Cam) i These psvemart sectbrrs do Trot axount for heavy datstrrxdWn tretic during the eery i
w Thew design parameters should NOT be treed in Ora dwlgtt of ntedtaiticely sbbNmsd ~ verify krat stdbble sole are prwett ~ and bebx are proposed beating e(evadat. B sok or ; Pavemettfs z ~ earth (MBE) retetrrirg welt. unwifdrb mob are emwtrrttereci tt rite fodiag eroavetions, that should be remedbtad : i ! i sees of the devathpmemt A padlady ~nsfructed aimrckaal aedbn may be subjected to j M A99~e base 8 A~ } ~+'y a»>strucfion traffic that car reauO th pat+ermnt deterwrader amt premature feikrre. ~ w
as rextmrrte<tdad by the geotetmicd e~i~. thte to the eels nature of the FolowU the of deleterious i U ~ lively sandy ~ g str~rpkrg mater~b, we recommend the propcead pavement AsphaO6ase 2 b i-19.06 Our experierure indices that gds pavement amebucOar practice cwr resufl In pavemarts ~ ~
~ > sdudurea should Consbt of granuar sod or bw pkasdariy cohesi+ro ~ mataiai, rernedTadorr opaons may indur~ applying oonrpaGWre after at the footing bearing E wine be prepared and com~Sedtn accordancewlh the reramrriandations provided b j . sops. For tltegremrlarvakiee b be+rabl, the granular bacdcOttruatextend adfran are bye ct 1. elavatbn wdh handdtdd Compaction equ~tntent ar removing urretable material and repk~dRg the Partltvvork section of this report. Proofrofling and recattttg of the upper 1-foot of i l t that wR trot pertarm ~ intended. Cerctdedng Ode hdama0ar, seaeraf aOemaOuea era i Ault Surface 114 3 - 9.68 ~ auaithbb to mifi~te the impact of fieaty conshucOon haftic on Ore pavement Construdbn. ~ 0
~ tits wad at w atgle of at 45 exi fNr degrees from ~ tits acikrefaf-mast and ~ with washed, cn~hed stone ~ fire took beadrrg efefrofron. subgrade is recammettded imrnediatdy pr~r ~ at4na Dace placement Soft a urreral~
Passive cases, fir, Ta calwbte the reslabnCe to aiding, a verse of 0.35 dtadd be , areas ddtreated by tits proafro~ig operafbns ahoc~ be undercut a stabbed inpbce b o used as the uatttate coefl&riard of fiicttan between are fcefktg and Ore under{yhtg stir 1 The fooang subgrade can ktse aserrgdr and !rave increawd cemprwaibinty ff dbhirbed or ~hierre era appropriate aubgrade wpfmrt. Potemb! areas for errooumerttg unauibble ar ~ ' i Total PavementSecOon 12 ~ Tirese krcktde uekrg thkdcer secOons to ~couM fe the conatrucOon traffic, using some ~ 2 i i. method of soft atabiNa~on to knprove the supportoharacrerietica of the pavement aubgrede, ~ j or 67 ratting heavy conekucOon traflic around paved stream.
m i anow~ b beoortre saturated. Slroukl the sole at the bearing level become dlahtrbed, rite ~ unstable alb are the In rite ' of d vu~rity tentage features and in tiro bw lying areas of fire based on au bodnge and pfarirtad grading, we ariOdpcte the stele ciayay serf and sandy
' ` A perforate) itgki drain Otte installed at the fourrdadar bud behkd rite Iwee of wads ~ ~ affecded sot ahadd be rerrroved prbt b pktcarrerd of tanaate. Concxete ettodd be placed 4 site. ~ exb fx?bw retie b recotratrended to hydrostatic trodfng at the as soon as pceaibN after erxavadrrg ~ gdrrtrrd~ dbtudx3nce of bearkg sops. The botbm of { ndin9 adjacent g prevent , days and Haut shuctural ~ skr~sr th these sods wE be present at ate el~tbn. ~ Pavements and bases should be ~ in accordance wdh Ora guidednes nt the AkrOr I a , CalOomie 69 Rafio (C6Rj vakrea cf abed 4 to 8 trava beery asararred for Ora ondte sods, Carolina Aepartment of Transportation "5tarr~rd SpedllceOata for Roads and Structures°. i tY REVISIONS
wets. The drake tits shoud be sloped to provide posEdvva greedy drekrage and should be j the faad~on excavations shoidd aba be der amt free d Bury ttose soil, mud, and debrib t TraNc pdtenta and arrtidpabd g conrfitions were not avalable. Nowetrer we a ~ A C6R value of 4 was u~d kr our to isles into caraidarat~rr vadafbrts kl subgrade Tire 2008 pubOCntion addresses the tree of the'"~p° mbces {S•g.56 and a49.06j. ~
$ wramd frea•tirat ' renuiar malarial retied to revert rite intrusion of thee, or an { P~ b P8 . Abo, cereals dtOUld nil be pooed on frozer au ~ tltet traPic tracts wll be autamd>Ib ~ ~ ad by rang g 9 P i >>9~ + Produced Prima9Y by traffic and occasional delivery and I, mathria~mrdChanginysuppatthroughoutttreyear. ; Matedals, weather IfmitatMtta, pment, amt compactbn are apeciged under appropriate ! ~ ? sections ofthese ptdd~etkms, E ~ 9f1h19 1ST REV COMMENTS
m aftematke frae•drekibrg grenubr rrsketai efcapwb~l wfth witaDle flfter fabric.. At a ~ Dash regavd Ducks. Two ~ seder aftemdhres have been provided. Table 3 b for ` 2deot wide watbrt of free•dreinirg grarwtar Gl shouts be used for I above the drain ; Grourdwaler wep~e fib foandagott ~ b rx>t expected at this eke; however, expected b receive oily eeritetBc. Table 4 assumes 2 semib~actertralertrucks per day a For arms subject to concenhathd and repetitive toadkrg conditidts such as dumpster pads, ! ! ~
One and to eta wag acrd ahoukt exMnd tc wghht 2 feet of tract de. In un ell expowre b kwkNrrem wwOrer can also introduce unwarded moisture alb the ~ and 5 tradt removal trcxte varettwldr soma cartrafib. a tteevler i •`c a backfll be ca vdar can coheshre flq b mhdmize wb9rede. If coretrtrctbrs oa~ge during ktclentent wreathe, and # bwvlaaane b ' this otfka ahoulQ be rovirbd wad the infant amt treAic txtding b ex!>e~d, trurdc delhrery docks surd krgreastagrees aprons, we recommend using a find crement ~ Prevention of infdtr~on of water into the subgrade is ea•errtial for Ore suceessftrl ~ ~ 9!1 ECCND CD SUBMITTAL tonaeth pavement with a thickness of at I~at 7 indres underlain by a! 14 htdrea of j perfomrerrce of any pavement Boor the subgr~e and the pavement surface should ba ~ ~ 1lN261 CD SUBMITTAL
m tees, grartule Aped patted cnnas6ng ~ p slowed b review these pawmett ~ Stan of wr~e avatar krto fire drain sysbm, A prefebdceted drairts~e strtrctsae may be i not poasbte ~ are lime they ere excauded, a layer ~ tart wncreie should be placed on aectiais. A fife of 20 yea was awumed to develop ale total traffic used b ihttmew ausfted stone. Pda th placement of Ora. cnrehed stone the areas should be thoroughly sloped to promote surface drainage away fromthe pavement moire. ! ~ '
wrfeces for rotectat. ~ used above a drakt qne as an altemadve b freedrainirtg grariu~ tN. A prd'ebriceted i exposes baeri~ p VYhere idgh matelots condigorrs era encounteed at ; design, i M fire stnadilre b a pbstic fire cone or mash whldt ~ coven! wdh titer fabric to fodGrg bearing ekio~, Ore bodom of the excarations caul be ~ wfth a relatively j j proofrdled. For danpster pads, Ore conaete Pavement area should de large enough tC I stgrport the ccrdakter and thde of the refiree tiudr.. f3p4ERAL CDMSIENTS
o sent wn Dttrudan, and b fastened to tits wag prior to plating b ~ wel•graded audred state a grate), or a twn cereals mud and b provide a worktig ~ TABLE 3
' ~ bawbra~trucdrort. PAV~IENTTHfCKNESBRECCMMEt~ATIt)f18-CA1tSONLY i o FoundadarSyetems j Sae gratOrrg is garactly aocanpdshed early Gt the e»natructbn pfraoe. However as Terrecer should be emined to review the final desi~r Plana and apeciflcetiona so i carslnrcOon proereds, Ore aubgrade may be disturbed due to utEty excevaborrs, f wmmenb can ixa made regerdhrg interpreretion and implemerte0on of cur geoteehnbal l p
q FloorSlaba ~ ~ 1 f Il1ATERIAi. TFdGKkdcSB NC DOT GRADING tarrsVucOon traffic, deskxreOon, a tagdad. Aa a wit Ore pavement aubgrede may not be i reCOmnvanda0ons in the design and speclOcationa. Terracon abo ahoukl ~ retained to
We recommend that the propowd buldttgs be wppotted on shallow twmdaaona !rearing P I ar Dora flk A ne(alkrvuabb re of 2 ! The fktor ebbs should be w one 4•dtch thick of washed crushed ~ per) o. on wftabie Hedge wl properly pacbd beadmg presw ,500 t PPabd bYar stone stdtab~ for .pavement carctruC9on and corrective arriion wB be requkad The subgrade provide observa9on and tesOng aervkas during grading, e~vaOon, famdatiorr corretrradbn ! ut should be auefudy evaluated nt Ore time of pavement tonetmct~n fa s~na of c~turbarx~ j and wfier esrth•relabd amstnxx4leon phases of Ore project i o
e pounds Per square toil (psi) should be used fa faatirt~ bearing on cartpetent reddud alb i piCDOT No, 57}. The purpow of tide layer la b iretp distribute concentrated toads and act Aggtegcte Bow 6 ABC or ex~sive rutting. O d~tuPoance tree ocsxrrred, pavement sul~rade areas show be i 1 6.
and sdtabb strurdttrd flq placed in accedence with the recammterdatloits in this report ? are a cepftbrY 4reak beneath ate slab. The net alotv~b tea b that tessure whkdt may be tranamkbd b fire sob in ! Aspfudt Surfers 2 S -9.58 j s ~9 P P ( , revrorked, moisture condrf, wtd pro~dy compacted to the rerxrrur~datkxre igthi~ The anayeia and recommetrdaOona presented in this report are based upon the data Z>Z PROJECTffi~4414 DATE;9N1~ report knmedr priorth paving. obtained from the borhGs perfoaed at the indh~ed bca0ona atxl Fran. other infarrretion a
v excess of are surrounding ovedwrden pressure The treed for a vapa retarcbr, and whereto pbce IG alrotikE be determined by the archgect Tobl Pavertmrtt Swdon B dictarssed let Orin report. Th(s report dose not react verthtfotre that may Ocau' between
o bawd on ate proposed koor tretkned, bolding ireudort, oomxeb properties, placement i I Shatkw braubdone should be designed b bear at least 12 kahes below flnbhed grades tar j techntpies, artd the condrudion achadde. what moistae rebrcbrs era creel, Precautlorta I We recomrtreml the pavement arm be rough~graded and then ttrorarghy pr~froiled with a borkrgs, eaves the sOe, or dire to Ote mod ifying enacts of wafter. The nature and extent l DRAUUhI CHECKED BY: ET i kxtded tandem axle dump truck pile b final gred~ amt paving. Polar atternton shoukt of such varctiiona may not become evklerd until during or after Oon. If variaOcna ~ ~ ~
frost prctectfort attd protective embedntetd. Terraron reconvttetds drat cokrmxt footings 1 dtouki be ~&en during the tniOai koor dab conaele curing Perbd b reduce dgTerertiel wrkrg shouts be at least 24 Utdtes square and wag faotiR~ shotdd 1x3 ~ least 16 krcdres wig. { and pasabie wrbrg of fire ebbs. Tire recomtrrectdagore provided kt ACi 302 should be be paid to tdgh >rathc areas that ware ruOed oral dbtur6ed earlier amt to areas where app~r, we ahouki be krrmediatery rrotifled ~ that flrrOrer evakreOon and supplemental w
o ~ ~ . } i badriBed trenches ere brrethd. Aroma where unsrdtable corrcBdats are located droukt be. recammendeflons can be provMed. ~ ! rebYreg~drep~d~fl~matar~~,prop~+y~mpa~d~.Adpavamant t ~ GENERAL NOTES
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`/~"""""«2r / '-w~"°~"° ; w,„'. _~f~ r«'""~~~ 0 911109 1ST REV COMMENTS
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O ~ ~ .t• r- ~ `w., ewe e+•r NOTES: , O i4ATER ~{~EnS` e ,'pK/"~ \ by ~.y. w. ~j[' ~~~Ci,.A/~y
~ 1~`ATEP U#~'ES ALONG Tf~ll ~ er 1. CONTRACTOR TO COORDINATE ANY POWERLINE ADJUSTMENTS REQUIRED ~ S ~'E'~tGVEt~ TC REMgrN ~ ~ ~ Sttl~. NL Ft1'4jY. 22 •o u,lc~ FOR POWERLINE CLEARANCES FOR "TRUCK ACCESS TO SiTE. "\.y yy~y ~ \~yy `l~~Y ll ~ w~ O^,~y,., ~ ~M"w,~ ~y*..w, M~`'y yw 'h`'1tiV LiI~.(~' ~ XI"~~~C.Pff4 YC.l./ yr+.w+:"`.«. ~ ~ _
a iu~al. Iza. ~ 2, FOR BUILDING E REMOVE WATERMETERS AND PLUG PER. LOCAL STANDARDS. ~?~•~j/('~~~j ;'j y` y,y '•'.\w y,;. R~~{,~~I•} .r"'.s ,,,r.'„r~ {ill ? 14.., Nf~1~'. w ~ ~"'."yy? wy`~.`'y yw~.`\ ^ ..n.../"'..~r~ or'.~'~'r^"" r ~ .Y' Vj.
_ ~ N 3. OFFSITE GRAVITY 5EWER SHOWN PER DRAWINGS AND INFORMATION ~ ~ PROJECT~:08~4083 DATE:9l1109
~s~ PROVIDED BY HUA. CONTRACTOR'TO CONFIRM LOCATION AND INVERT. CD U AREA OF OVERLAY CONTRACTOR TO PHASE M
m ELEVATION BEFORE CONSTRUCTION.: I AND WEDGING DE DEMOLITION OF PAVEMENT. ~ DRAWNBY: JWE cHEC~BV.~r
4 4. ALL SITE WELLS TO BE CAPPED .PER 5TATE AND MOORE COUNTY s I IN IN COORDINATION WITH N r~
DEPARTMENT OF HEALTH STANDARDS, 0~ owNERS ~ o`~ ~ EXISTING
5. EXISTING SEPT{C SYSTEM TO BE REMOVED. CONTRACTOR TO CONFIRM r AN LOCATION AND NUMBER TO BE REMOVED. AND MAINTAIN ACCESS o~laus~rl ? W
~ DU 1 6. .UST TO BE REMOVED PER~STATE AND MOORE COUNTY DEPARTMENT OF DuRINC coNSTRUCTION ~su1~oENCS ~ CQNDITIONS AND
~ ncnsni ir~n~~ CSI nay' `
! HEAL H S IANDARDS. DEMOLISH L1G1Y1VL.1 ! 1VIV 1 LiAlm
a 7. ALL FENCES TO BE REMOVED AS REQUIRED. PAVEMENT 0 20 40 80 a
8. ALL STORM SYSTEMS TO BE REMOVED AS REQUIRED. SHEEP MP
9. BUILDING D - CONTRACTOR TO ADJUST ALL UTILITIES TO FINAL GRADE. N CONTRACTOR TO RELOCATE U11UTIES AS REQUIRED. IACT MPACT
SURVEY PROVIDED BY HOBBS, UPCHURCH (IN FEET) a ¦ cl o
& ASSOCIATES, PA 1 INCH = 40 FEET
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~ EASEMENT To 20 BULL. I ~ T.~.A UMPSTER W/ ~ ~ 1 ~ - o ~
c~; ~ REMAIN x * TRUCK DOORS FOR EAVY DUTY 11 ~ ~ ~ 3
lm~' N I i ? rw.~ y DOCK SCREENING PAVEMENT 11 II ~ f ~ ;vr Yk St'REE1d-WWAt-~ ~ 1 1 1 ; _ Q ® ~
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o ~ i ~ ~ ° RE I 3~ , ~ ~ I L ~1 ~ I 6 HlG~f 35 50 0' ~ i Y ~ ~ ~ ~ ~ 2 SF PHA 2 ~ ~ ~ rn ~ ~ ~ ~ ~
CK~W~ 1 .00 w UILD G I I I I ~ CHAIN LI t w A E ( ~ , ~ ~a._ e ~ro ~ RE ~ ~ ~ ~ a~~~®~a
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1 ~ i ~ ~5 i:,:~[.f?d~,~l'"t~ tit ~ FFi I ' I ~ ~ ; -f.)~'. ,i. Ct~~~°:~~? ASS. " " I rM FFE 409,7 EXTENDED 4,80 SF ~ ~ cn Y ~ AND BAR SIDEWALK/PATIO ~ ~ 1,1
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9:46 TW ~ m I ~ 3 .00 39'6.51 * x 7. 0 j a ~ BW ~ /00 ~ '11 ~ ~ CONSTRUCTION ''~.k~". ~ ~ i 1 M, NUMENT SIGN
j ~ ; I „ ~ 384.24 B
S18 8. 0 11 13 E ~ - o ~ ~ u:, ~
I , , e„ I / / / / _ 11 13 E 518,1' ~ I ~ T P~~G . .
i ~ ~ / / / / ,3,~ 244.00 ~ . ~ ~ { ~ I ~ I LAND TO BE / / o/ / ~ ~ N
UMPST W a
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b~~ 1 / / E 14. MAX BUILDING 2 ~ AMEN K r~ "y i i 112 ~
~ ~ I ,D'S / / MAX. SF. S,y RETAINI WALL 1 ~ ~
~ r~ 1 F. ~ . ~ ~ / / NSF I Q / 8,000 SF ORMER ~ f ~ ~ t ~
F. F, E - 401.5 ~ ~ oo v '1 ~ ~
~ 1.26 ACRES / o/ N
; ; ~ ~3 ~ b. a. 4 . 0 Q ~ ~ ~
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~ / / _ 27.00 2 i >t~~~ 127. ~ I ~ ~ 1 ~ W J w
~ ~ 00 27.40 27.00 ~ 27. ~ ~d~ 1 t o ~ ~ Z ~ ~ ~
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MENT / r E 1 BC ~ s i 2 5 75 SETS 19.0 ~ o ~ Z ~ Q z
r ~ ~ _ 1~ ~ } a ~ _ _ i 1~ ~1 PROPOSED ROW ~ ~ o \ Z ~ ~
N iE i ; CAST IN P RAMP W/ o LAGE ~t \ DEDICATION y - Q ~ ~
a ~ ~ W t i HANDRAIL12.50 ALL PER DETAIL p a~V ~ tt'`~ ~1 2900 SF, 0.066 AC ~ ~ ~ ~
1 co N 1 i co 2.00 ii i I 35 O 1 12+ a~ W V m Q 18" CURB ' ~ W ~ _ ~ U
ANDSCAPE BUFF Do & GUTTER ~`ti 1~ ~ ~ ; ~ N ~ ~ ~ N o ~ J
I ~ MONUMEN SEE SHEET C8.0 F i 5~`~f~ W~' A _ T SIG OR
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237. r ~ 85 z _ 50.00 _ ~ ~ _ _ ` 0 100.00 - I . 4 O ~ ~ ~ ~ h. ~
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s SITE DATA, o
.y TOTAL PROJECT AREA: 11.33 AC y 0 _w
O ~ FOOD LION TRACT: 8.82 ACRES MATCHLINE _ LL
0 ~ OUT-PARCELS A B: 2.51 ACRES PARKING: 9. 0 \ ~ W
SHOPPING CENTER: t~ t i \ ~ PROPOSED ROW w REVISIONS
1 SPACE PER 300 SF. OF GROSS FLOOR AREA a ~ \ 1 M DEDICATION PROPOSED CONSTRUCTION = ~
8 RE UIRED PARKING: q IMPERVIOUS SURFACE SUMMARY ,,~C, ~ 1 ~ 1 2900 SF, 0.066 AC EASEMENT ~
DESCRIPTfON FTZ ARE 51,502 SF. (PHASE 1)/300 SF. = 172 SPACES REQUIRED a C
PAVEMENT 150,282 3.45 AC = 189 SPACES PROVIDED ~ 4 0
BUILDING OUT-PARCEL NOTES: N 49102 1.18 AC oD~~p• ~ ~ 1 O
(ESTIMATED) HANDICAP SPACES = 6 SPACES REQUIRED 1} USES: RETAIL/OFFICE/RESTAURANT/ AND ~ 1t ~
PAVEMENT 39,640 0.91 AC OUTPARCEL SERVICE USE = 11 SPACES PROVIDED
BUILDING OUTPAR 2) DEVELOPMENT TO BE COMPLETED WHEN ~ m~~- t ti ~ -~hT ~~fST~~E 4~9 -
ESTIMATED 16,000 0,37 AC CEL ° ( ) REFUSE DISPOSAL TO BE PROVIDED BY PRIVATE TRASH I TENANT FOR OUT-PARCELS ARE DETERMINED. ~--'I - - o
POND 15,912 0.36 AC COLLECT ON VIA DUMPSTER. 3) MAINTENANCE OF OUTPARCEL UNTIL THEY
° TOTAL 270,936 6:22 AC ARE DEVELOPED WILL BE BY OWNER. a
SITE ZONING: CONDITIONAL USE, NEIGHBORHOOD SHOPPING CUD-NS) a _ _ z PROJECT#:09-0014 DATE:911109
N ~ IMPERVIOUS 54.9 (BASED ON 11.33 SETBACK: FRONT 35 FOR PARKING, 75 FOR BUILDING _ ~ ~ l ~ ~ , _ ~ w DRAWN BY; JWE CHECKED BY: ET
ACRE PARCEL} SIDE 25 FOR PARKING AND BUILDING a REAR 20' FOR PARKING AND BUILDING NOTE
1. ALL DIMENSIONS ARE MEASURED __..~.....,_..m.....~-_.~M_._. _~k~..~~:~~-~=µ'~.~ -mm.... m N TITLE -
TO FACE OF CURB.
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N Q ~ SHEET
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O N (IN FEET) a ¦
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EXISTING GRADE
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PROPOSED 3:9 .SIDE SLOPES LINE SLOPES ABOVE RIP RAP WITH ~ / o .N
~ SLOPE REINFORCEMENT ¦ o~
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18" THICKNESS' L Q
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6" DIAMETER RIP RAP WITH FILTER FABRIC
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DAM BREACH DETAIL
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SEDIMENT TRAP SIBS . . -.,;6, ` nC~T, n ~J~3}Ypq
STRUCTURE DRAINAGE DENUDED SIZ SIZF (MINiMUMy WEIR VOLUME VOLUME Surface Area Surtace Area { :+C,~Jy:.uG`.~.~1
AREA AREA WIDTH > ,~~F~"~ao,~, , WIDTH LENGTH DEPTH* LENGTH REQUIRED PROVIDED sgftlcfs Required Provided 0~~ a
' # AC C t ) Gn?) (FTy (FTy (FT) (FTy*" (CFy (CFy (acy (ac) ~
SB-1 1.5 0.9 30 30 60 4.0 4 3,240 4,050 325 0.039 0.041 =
SB-2 3,8 3.6 54 54 108 4.0 4 12,960 13,122 325 0.095 0.134
SB-3 5.fl - 5.0 65 65 130 4.0 6 18,000 19,013 325 0.132 0.194
SB-4 0.4 0.4 18 18 ~ 4.0 4 1,332 1,458 325 0.010 OA15
*INCLUDES 1' OF FREE BOARD. ED FOR
MINIMUM WEIR LENGTH = 4'
"**BASIN IS DYNAMIC WITH RAISING GRADES TQ GRADES TOP ELEVATION IS INTIAL ELEVATION 7RUCTION
STRUCTURE FL©WS G= 233
GIVEN: C: 0.5 unoff Coeffi~ R Runoff Coefficient FI= 23
I: Z.06 INlHR INlHR (25-YR STORM} i(Tc)= 14
H: 12 INCHES . Cw: 3 INCHES Intens~y Duration Frequency Equation
(MALCOM, ELEMENTS OF STORMWATER DESIGN)
- L - ' Q1 Cv~'H 312 ( ~2})
STRUCTURE AREA C Q { FS) WEIR L (FT) . SB-1 1.5 5.2 2 WEIR L (FTy
2
SB-2 3.6 12.7 4 4 W
' SB-3 5.0 17.7 6 6 ~ .
SB-4 0.4 1. 3 0 0 ~ z
Skimmer Sizin 9 Sizin ~
Structure U ' plume Pipe Size Head Head Plow Time a,,, Z
CF in in ( ) ( ) ' (Iny (GfS} (hourSy
SB-1 4050 2.5 1.25 ..I OG 1.25 0.053 21.2 ~1~ W J ~ ~
SB-2 13122 4 1 2 2 0.172 21.2 AFN V Z_ ~w
` SB-3 19 013 6 3 3 0.473 11.2 ~ N U '
SB-4 1458 2 1 1 0.030 13.4 a ~ ~ H a ~
Notes: 9 Based on Q=Cd*A*SQ 2GH H=112 OU111 {
2 Draw down time to be 2 3 d s aY 8=112 OL?11ET HEIGHT ~ ....r Z ~ ~ ~ _ ~ O
Construction Se uence. .
NOTE SB-4 1S DESIGNED FOR Phase ED FOR. AREA TREATED BY SB-~, 2 ~r1 W U ~ v,~ ~ = n ~
W
1: obtain certificate of Ian a royal from Villa e of Whis erin P Pp g p g
:Pines alon with stormwater a royal from Whis erin Pines rear Erosion Control Notes. g pp p g p Maintenance Plan: ° ~W _
_ to .beginning all land- disturbing activities. 1, Denuded area 10.56 acres . ~ ~
2, Contractor to install install silt fence around wetland limits The followln maintenance Ian shall be followed until 2. Im ervious surface - 5:91 acres g p it o =
$ P N and :..tree protection as shown. Contractor is oat to disturb the site is .completely stabilized after. construction,
N 3. Total site area: = 11.4 acres , a wetland exce t for.. ermited area. Darin construction the. Contractor shall` be res onsible ale $ .
4. Pro ect is located- In the Ca e Fear River Basin P p g P W J p 0 3. Contact Village of Whispering Pines for .pre. construction for inspection and maintenance of all erosion and
5. Refer to sheet, c3.0 far storm drainage schedule meetin , sediment control measures.
6, Tree fencin shall be installed and maintained b contractor. g g Y GRADING/EROSION CONTROL LEGEND
4. Fla th ai i wor Limi s to reven 1. All erasion control measure G o g e rem n ng k t p t unnecessar s shall be checked. far Y ~ Seeding schedules: and seed bed re oration are shown on • a
W P p clearin .Install remainin silt.. fence,. stabillt and o eration followln g g y p g any rainfall raducin P g N detail -sheet C912. All permanent seeding mixtures shall .bear 0
» n r runoff .and at least once every week. An needed Z 5, Install temporary construction e t once and other pre Y .SILT FENCE W/ OUTLET sF sF s~ s~ ~
.the Certified Seed label. re airs shall be made i Contraction erosion control measures. Clear and p mmed.iately so, that all a y as necessary
8, Contractor to install inlet control as per detail on sheet erosion control measures are maintained as desi ned. to install these devices. Install driveway pipes as required on 9 TREE PROTECTION FENCE ----TPA TPA ~P~ TPA TPF--~- W
C9,13 as necessary. 2, AJI seeded areas will be fertilized reseeded as M C3.0. ,
~ 9. Slo es 3:1 or reater shall be stabal,ized with flexterra er necessar and mulched in accorda P g p y, nce with the DIVERSION DITCH Tn-> Tn-> Tn-> Tn->
6: Install skimmer basins at locations shown and install
o manufacturers instructions or a roved a ual. seeding spec.lflcations in order to maintain a dense. PP 9 temporary diversion channels to these basins. vegetative. cover. PROPOSED TREELIKE- ~ ~
.6 7, Be in demo work as shown on sheet C1.0. 3. Sediment de osits sh
g p all be removed .from silt fence Q NARRATIVE. ~e PROP GRADES MINOR ~ RE~rISIONS
o after each storm event ar silt fen 0 8. Clear and rub site. ce should be replaced. 9 ced. 0 9114091ST REV COMMENTS
The ro osed construction will include a Food Lion Sho in They must. be removed when :deposits reach a rax. w P P PP g PP a 9. Construct NC 22 b ass i e (HW18-FFS20 to be in backfill PROP GRADES MAJOR. -
Yp P p g half the. hei ht of the barrier.. An sediment de osits z Center, and several autparcels with .associated parking to , 9 Y p ~g 0 9115/09SECONDCDSUBMITTAL.
'a and sewer construction. Protect inlets with devices spawn. on remainin in lace after the sediment fence is removed . q serve the commercial development. .One building will be g p ved . EXISTING TOPO MAJOR - - tort cosusMlTTAI.
~ shall be dressed to conform to the exi in demolished as a result of the construction:. The sco e of sheet C9.12 9.13 and SB-4. st g grade, M P o - 0
r loci m val of ex' ti prepared and seeded> s wok odes re o Is n buildln and arkin areas,.. EXISTING TOPO MINQR - _ _s w
9 g p g Phase ll ' 4, ..The skimmer basins shall be cleaned out when th p clearin , nubbin` , stri in and radio fare new' arkin e e CONSTRUCTION- LIMITS 1®¦~~~~~~~~¦~~~~~~~~e~l
9 9 .9 PP 9. 9 9 ,P 9 10. Grade site to proposed grades shown and install remaining evel of e ' r ~
areas and bulldin and e ul ment ads installatlan of I s dement reaches the mid-de th ant below g q p p P P . o sewer and storm drainage structures.. Install water main w
a sediment tra s and sediment basins construction of the.. weir elevation. Washed stone shall be cleaned or P q through site. r ~r ~
tem anon diversion channels silt fencin storm drama e eplaced when the pool no longer drains ro erl . P Y ~ g, g , P P Y CONSTRUCTION ENTRANCE ~ aRaECTa L~,rE:a~~ro9
in t 11, -Place and cam act base .course and as halt oven . 5. Ground cover shall be established on ex osed slo es structures and pay g, A the end of construction, the p P p g p p yes GRAVEL (GABC)
within 15 da s followln coin letio .wet and areas will be installed and certified. 12. Seed alf disturbed. areas in accordance with th Y g p n of any phase of a P e seeding _ w (~tAWN BY: JWE CHECItED BY: f?
grading. Permanent .round cover for all .disturbed s ecifications. Tem orar seedin should be laced on distu bed g
~ P ~ Y 9 P r areas shall be seeded within 15 workin da s followln TEMPORARY SKIMMER BASIN (TSB} j ~ Ig WITH BAFFLES PER DETAIL
o areas within 15 da s of construction. ' ~ g Y 9 Y m completion of construction or development.
~v ~ EROSION
I,,): h11i.(-,f veyt::lUUur) is C5LUUlI5r1CU Url UIt UISIUfUUU areas, OUTLET DISSIPATOR CONTROL NOTES
of es for inspection. contact Village Whispering Once ~ See C9.13 for additional maintenance requirements. (DETAILS C9.13)
N approved, convert skimmer basins to permanent BMP devices.
Remove : temporary erosion and sediment control measures. INLET PROTECTION SHEET
0 W
C4 CHECK DAM co ¦
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COMBINED SILTFENCE ~ - ~ V ~
' SEE SHEET. C4.a TREE PROTECTION.. FENCE ~
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Q *INCLUDES 1' OF FREE BOARD. ~ DIVERSION DITCH TD-> TD-> tlx-> W REVISIONS
m MINIMUM WEIR LENGTH = 4' ' C a ***BASIN IS DYNAMIC WITH RAISING GRADES TOP ELEVATION IS INTIAL ELEVATION P ~ , 0 911109 1ST REV COMMENTS o
ROPOSED EEL.INE ~ 9/16189 SEC4PiD CA St1BMITTAL .
m STRUCTURE FLOWS G= 233 $ PROP GRADES MINOR
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CONSTRUCT ON LIMITS. 111~1111s~Iflt~rt~IfltlM~It1 SB-1 1.5 5.2 2 PROJECT#OB~ DATE:911169
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_ ~ ) s w TITLE
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Shucture Volume Pipe Sixe Head Flaw Time P 3 WiTH BAFFLES ER DETAIL W PREDEVEL4PMENT
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SB-t 1,458 2 1 0.030 13.4 INLET PROTECTION
o Notes: 1) Based on Q=Cd*A*SQ(2GH), H=1J2 OUTLET HEIGHT CHECK DAM N 2) Draw down time to be 2-3 days
NOTE SB-4 IS DESIGNED FOR AREA TREATED BY SB-1 2 (IN FEET) co c4ul.
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AREA AREA WIDTH LENGTH DEPTH* LENGTH REQUIRED PROVIDED sgftlcfs Required Provided GRADING/EROSION CONTROL LEGEND N T
# (AC) (AC) (FT) (FT) (FT) (FT)** (CF) (CF) (ac) (ac) r
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° SB-4 0.4 0.4 18 36 4.0 4 1,332 1,458 325 0.010 D.015
o * USE SHORT TERM SLOPE REINFOR ~ INCLUDES 1 OF FRfE BOARD. DIVERSION DITCH TD-) TD-) TD-> REINFORCEMENT DURING 0 911109 1ST REV COMMENTS
MINIMUM WEIR LENGTH = 4' CONSTRUCTION ON A TEMPORARY ~IPORARY BASIS AS REQUIRED. ~ -
a ***BASIN IS DYNAMIC WITH RAISING GRADES TOP ELEVATION IS 1NTIAL ELEVATION PROPOSED TREELINE z 9115109 SECOND CD SUBMITTAL 0
a STRUCTURE FLOWS G= 233 101261 MYLAR CD SUBMITTAL
PROP GRADES MINOR GNEN: C: 0.5 Runo>f Coefficient H= 23 0
~ 1: 7.06 INIHR (25-YR STORM) I(Tc)= 10 o PROP GRADES MAJOR d w
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3 EXISTINGTP MAJOR MALC M E EME F O O { 0 L NTS 0 STORMWATER DESIGN) 0
TYPICAL SV a EXISTING TOPO MINOR W 'PICAL SWALE DETAIL
a GRAS, N STRUCTURE AREA Q (CFS) WEIR L FT) CONSTRUCTION LIMITS 1 ¦ ~ ~ ~ ~ ~ ~ ~ ¦ ~ ~ ~ ~ ~ ~ ~ 1 0 GRASSLINED CHANNEL CROSS SECTIONS PROJECT#;084083 DATE; 911109
SB-1 1.5 5.2 2' DIMENSIONS LINING
SB-2 3.6 12.7 4
o SB-3 5.a 17.7 s CONSTRUCTION ENTRANCE # 1 L 1~ D 1~ 3 ENKAMAT 7010 ~ DRAWN BY. JWE CHE(~(ED BY: ET
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U ~ Skimmer Sizing. 4 1 1 3:1 ENKAMAT 7010
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GENERAL NOTES TOWN OF SOUTHERN PINES N ^ ~ ~ ~ ~ ~
1. ALL WATER AND SEWER CONSTRUCTION SHALL BE DON IN AC RAN WT T ~ ~ O
E COD CE I H HE TOWN OF SOUTHERN PINES STANDARDS AND (~j SPECIFICATIONS FOR WATER AND. SEWER CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CONSTRUCTION INSPECTOR AT i ~ ~ ~ TOWN OF SOUTHERN PINES
LEAST FORTY-EIGHT (48} HOURS PR10R TO START OF CONSTRUCTION, PHONE NUMBER 910-692-1983. CONTRACTOR SHALL » »
ALSO CONTACT THE CONSTRUCTION INSPECTOR BEFORE RESTARTING WORK AFTER WORK HAS STOPPED. ~ CONSTRUCTION PLAN APPROVAL ~ ~ t 3 ~
2. ALL FIRE HYDRANTS THAT ARE INSTALLED, THAT ARE NOT YET OPERATIONAL, SHALL BE BAGGED, IT SHALL BE THE S-~ ~ ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND ~ ~
RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND INSTALL THE REQUIRED MATERIALS AT THEIR COST. - ~ SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN ~ '
3. CONTRACTOR SHAI:L NOT TAP OR OTHERWISE PENETRATE EXISTING WATER OR SEWER MAIN LINES WITHOUT PRIOR APPROVAL - - - ; ' ~ PINES STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE MOST ~ ~
FROM NCDENR PUBLIC WATER SUPPLY SECTION AND THE TOWN. CONTRACTOR IS RESPONSIBLE TO AVOID SPILLAGE OF RAW 9 SEWAGE, CONTRACTOR SHALL PROVIDE ALL SEWER PLUGGING AND PUMPING EQUIPMENT NECESSARY TO AVOID SPILLAGE. 2 ~ CURRENT UNIFIED DEVELOPMENT ORDINANCE (UDO). IN THE EVENT OF A ~ ~ ~
VIOLATIONS ARE SUBJECT TO FINES AND PENALTIES AND WILL BE ENFORCED TO THE FULL EXTENT OF THE LAW. I ~ I ~ ~ CONFLICT BETWEEN METHODS, MATERIALS; STANDARDS AND/OR y- N
4. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC ON EXISTING ROADWAY 1 I S N ACCORDANCE WITH NCDOT STANDARD ~ 00' j SPECIFICATIONS IN THE APPROVED PLANS AND THE UDO, THE UDO GOVERNS
0 0.56' 1 ..6~2 SPECIFICATIONS LATEST EDITION AND TOWN REQUIREMENTS. ~ - { , UNLESS A WRITTEN WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY Z ~ ~ ~ CHANGE IN APPROVED PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN ~ ~ O
5. WATER AND SEWER .MAIN CONSTRUCTION SHALL NOT COMMENCE UNTIL INVOLVED ROADWAYS, STORM DRAINS, AND UTILITY - - - - J I 1 ~ APPROVAL. PUBLIC SANITARY SEWER AND UTILITY EASEMENTS SHALL BE ~ ~
EASEMENTS HAVE BEEN GRADED AND CONTOURED TO APPROXIMATELY FINAL GRADE. PROPERTY CORNERS OF ALL LQTS ARE • ~ 1 RECORDED PRIOR TO FINAL ACCEPTANCE. AND /OR ISSUANCE OF A C U
RE UIRED TO BE STAKED BY A LICENSED SURVEYOR PRIOR TO INSTALLING WATER AND W • Q SE ER SERVICE CONNECTIONS. - 6. ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED WORK D IN AN T E D HEN STABILIZED IN A WORK DAY SHALL BE DONE SO. CERTIFICATE OF OCCUPANCY BY THE TOWN. ~ ~ N
IF STABILIZATION DOES NOT OCCUR AT THE- END OF THE WORK DAY, THEN APPROPRIATE EROSION, SEDIMENT, AND SAFETY - . ~ °o y
.CONTROLS SHALL BE INSTALLED.. ' NOTES:
7. APRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO START OF CONSTRUCTION. MATERIALS SUBMITTAL SHALL BE DELIVERED _ _ ~ 1) FIRE BACKFLOW PREVENTERS LOCATED INSIDE BUILDINGS. ~ 3
(WITH COPY TO WSP-SELLS} AND APPROVED BY THE TOWN. OF SOUTHERN PINES FOR WATER AND SEWER CONSTRUCTION PRIOR ~ _ ~ ~~j` ~ ~ 2) COORDINATE HOT BOX ELECTRICAL WITH BUILDING ELECTRIC.
TO START OF WORK. - 8. ALL PIPES SHALL BE CLEANED BEFORE THEY ARE LAID AND SHALL BE KEPT CLEAN UNTIL ACCEPTANCE OF THE COMPLETED ~;;r. ~ ~ ~ ` 3) MANHOLES OUTSIDE OF PAVEMENT SHALL INSTALLED 18" ABOVE ~ N ~ GRADE. n\ t0
WORK BY THE TOWN. OPEN ENDS OF PIPES SHALL BE FITTED WITH WATER TIGHT DEVICES TO PREVENT ENTRANCE OF FOREIGN ~ 4) SEWER IS NOT LOCATED WITHIN 100-YEAR FLOOD PLAIN PER ~
MATTER WHEN PIPE-LAYING OPERATIONS ARE INTERRUPTED. FIRM MAP 3710857400) DATED OCTOBER 17, 2006. G
9. ALL PUBLIC SANITARY SEWER MAINS SHALL BE INSTALLED IN DEDICATED STREET RIGHT OF WAY OR IN DEDICATED UTILITY c t~ to
EASEMENTS. MAINS INSTALLED IN TOWN RIGHT OF WAY SHALL BE LOCATED IN THE CENTER OF PAVEMENT. =r=`"'"~~~' ~J~ 2 APPROVAL OF THESE PLANS IN NO WAY IS MEANT TO
10. 2" COPPER DOMESTIC SERVICE LINES WITHIN THE TOWN OF SOUTHERN PINES EASEMENT WILL BE MAINTAINED AND REPAIR D BY E . ,::J t ~ RELIEVE THE DESIGN PROFESSIONAL OF HIS OR HER ~ o
DEVELOPER. ' . ~ RESPONSIBILITY FOR PROJECT DESIGN
11. SHOP DRAWINGS FOR ALL WATER AND SEWER SPECIFICATIONS SHALL BE SUBMITTED TO THE TOWN OF SOUTHERN PINES AND WSP SELLS AND APPROVED BEFORE CONSTRUCTION. TOWN OF SOUTHERN PINES . ~
29~ t PUBLIC. WORKS DEPARTMENT . o
FIRE HYDRANT FLOW TEST 1-08-09 ~ ~ APPROVED FOR CONSTRUCTION ~ n~ r
TEST 1 TEST 2 » IGATION AND ~ BO,X BY DATE
STATIC HYDRANT RAYS' BRIDGE ROAD NC 22 STATIC HYDRANT 300 YARDS EAST OF SULUVAN DR, R V N ASS D . f9 / /AE GL R ~A ,
FLOW HYDRANT ACROSS OF EXISTING. SUBWAY NC 22 FLOW HYDRANT INTERSECTION SULLIVAN DR. RAVENGLASS DR. / WIVI W/ 2 R F3 Z ~ WATER
/ STATIC 140 PSI, 54 PSI RESIDUAL STATIC 130 PSI STATIC, 50 PSI RESIDUAL >
FLOW 113a GPM DETAIL A-A 1 =20 FLOW 1030 GPM 11 C~ T B U X ~ SEWER
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N ~ ~ ATER ~ ~ ~ `i , ~ EASEMEN T WATER AND HOT .BOX a .AND HOT BOX I~:.~ ~ ~ ' ~ ~
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20 TO N OF ~ ~ ~~1 ' TO N OF ~ c~
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~ ~ ~ ~ 9 2fff ~ ~ ~ 20 PR ATE I, I APPROVAL OF THESE PLANS IN NO WAY IS MEANT TO
~ ~ ~ ~ MENT AST IN PLACE RELIEVE THE DESIGN PROFESSIONAL OF HIS OR HER _
~ ~ , E 20 TOWN OF SOU WALL PER DETAIL RESPONSIBILITY FOR PROJECT DESIGN
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11 I CONSTRUCTION PLAN APPROVAL q~~~~ ~
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ALL .CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND ~a® ~ 4
SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN ~°~®m®®~~
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. . , SPECIFICATIONS IN THE APPROVED PLANS AND THE UDO, THE UDO GOVERNS UNLES5 A WRITTEN WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY CONSTRUCT{ON
_ - _ a _ ~ _ _ _ _ ~..~MI.N: _ N~'_,..... - CHANGE IN APPROVED PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN
! I r.- _ ~ ~ - ~t ~ - ~7 ~ ,~m APPROVAL. PUBLIC SANITARY SEWER AND UTILITY EASEMENTS SHALL BE
_ ..w ~ ~ ~ ....m ~ ~ RECORDED PRIOR TO FINAL ACCEPTANCE AND /OR ISSUANCE OF A
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~ THIS MH IS BY OTHERS ~ I LL
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~ 412 UNLESS A WRITTEN 'WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY ~ ~ W 0. _
rn .N CHANGE !N APPROVED PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN . ~ ~ ~
a 4a4 ` ~ C3~ APPROVAL.. PUBLIC SANITARY SEWER AND UTILITY EASEMENTS SHAM B.E ~ ~ ~ _
410 N + ~ RECORDED PRIOR TO FINAL ACCEPTANCE AND /oft ISSUANCE OF A a w
4a2 NNE. M . CERTIFICATE OF OCCUPANCY BY THE TOWN. ~
0 ++J I ..t. _ ¢ r~ ~ 408 h- G,_•. a ~
U t~ ~ APPROVAL'OF THESE PLANS IN NO WAY IS MEANT TO T
4aa W ~ • RELIEVE THE .DESIGN PROFESSIONAL. 4F HIS OR HER ~
4a6 C~ N ~ 414 494. RESPONSIBILITY. FOR PROJECT DESIGN ~
398
o )Q ~ m a N I- a
404 412 412 TOWN OF SOUTHERN PINES
a 395 u, o PUBLIC WORKS DEPARTMENT ~
i= ~ r 402
410 394 _ 490 N ~ ~ ~ ~ APPR®VED FaR CONSTRUCTIQN
a w ~ ± . BY DATE
400 408 4O8 ~ o vii ~ WATER ~
392 ~ o+~
SEWER ~
398 » / 446 4O6 STREET w
g 39Q o W z ~ DRAINAGE ~ REVis~s
' 396 3 . 404 r w 404 EROSION CONTROL. ~ 0 9/1l~ 1ST REV COMMENTS
m 38$ 4 NDP
Q p 0 9115109 ECOND CD SUBMITTAL.
394 402 402 ~ 10126109 R CD SUBMITTAL
386 " 0 25 50 ~ 100 0
~ » 392 400 400 a
384 ~~Q COQ 55% ~
0 °~o HORIZONTAL SCALE (IN FEET) o
390 G 398 398 1 INCH = 40 FEET w
R 4 38~ 4
~ ~~9 388 396 2 . 0 2,5 5 10 396 ~ I~o,1>_cT#:o6dos~ DATE:911109
cn 9 a 380
~ ~ o ~ qq DRAWN BY: JWE (2iECKED BY: ET
386 394 394 VERT{CLE SCALE (IN FEET} W TffLE
378 1 INCH. = 4 FEET
s 34
392 392 ~ STORM WATER F DDf1Cii CQ
376
~ f`IRVI"ILGt7'
3 390 390 a
374 SHEET
0+00 0+50 1+00 1+50 2+00 2+50 0+00
- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 0+00 0+50 1+00 1+50 N C6v3

RIP RAP RIP RAP SIZE ~
AVG. DIAM STONE AF STRUCTURE TABLE STONE APRON APRON ~ ai p GENERAL SfTE NOTES ~ o
STRUCTURE STONE CLASS THIC LinelD LineSize Length Slope ATERIA NOTES INLET ID InvElev InvElev InvElev InvElev Rim Elev. CLASS THICKNESS LENGTH 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,
in ~ (in} (ft) (k) Out (ft} In (ft} FROM In (ft) FROM In (ft) FROM (ft)(Top) DETAIL NOTES FES-11 6 B B (22 12) 2 ;CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED. ~ ~
DI14-FES15 42 109.59 4:11 RCP DI-1 407.18 409.00 NYLOPLAST ADS STORM STRUCTURE 15" DI STANDARD GRATE FES-15 13 B - 2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT B 22 28 11 'SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING ~ ~
CB13-0114 24 137,57 1.06 HDPE DI-2 406.83 406.83 DI-1 409.90 NYLOPLAST ADS STORM STRUCTURE 15" DI STANDARD GRATE FES-50 6 B B 18 10 10 ;SYSTEM. ~ i' ~
C612-CB13 18 61.49 0.54 HDPE CB-3 406.00 406.35 DI-2 406.87 DI-5 411,56 CUNCDOT840.02 FES-23 6 B DI17-0114 15 129.41 4.10 HDPE DI.4 407.24 409,22 NYLOPLAST ADS STORM STRUCTURE 15 DI STANDARD GRATE B 18 9 5 '3. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS y ~
„ FES-20 6 B DI16-0117 15 56.1 0.55 HDPE DI-5 406.97 406.97 DI.4 409.90 NYLOPLAST ADS STORM STRUCTURE 15 DI STANDARD GRATE B 18 12 6 ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. ~
FES-25 6 B JB10-FES11 24 70.45 2.6 RCP DI-G 405.55 405.55 CB-3 413.13 DVNCDOT840.14 B 18 9 5 ~
BMP1 RISER 3 A CB9-JB10 18 49.91 8.42 HDPE DI-7 404.90 405.15 DI-G 407.57 DI 21 410.82 DIINCDOT 840.14 WITH 1 BERM DOWN TO PREVENT RUNOFF DOWN HILL A 12 10 10 4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF W ~ N ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF U
SMP 1 LS 3 A DI8-CB9 18 253.91 0.79 HDPE DI-8 401.51 401.71 DI-7 404.85 DVNCDOT 840.14 WITH 1 BERM DOWN TO PREVENT RUNOFF DOWN HILL A 9 3 1.5 I THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER. C
DI7-DI8 18 83.76 3.81 HDPE PROVIDE 8" CONNECTIONS TO ROOF CB-9 394.50 399.50 DI-8 DI-7 6 B O 403.44 CUNCDOT 840.02 B 18 8 2 5. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, ~ Z o
PROVIDE BEN A F FI-8 6 B DS ROUND OUNDATION JB-10 383.33 390.30 CB-9 395.30 JBINCDOT 840.31 DI6-DI7 15 79.67 0.5 HDPE FE -11 FES 27 6 B B 18 12 6 .DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. ~ ~ v
S 3$1.50 FES CB3-DI6 15 90.22 0.5 HDPE CB-12 393.13 402.42 CI/NCDOT 840.02 DOUBLE CATCH BASIN NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF ~ N
DI2-CB3 12 95.59 0.5 HDPE PROVIDE BENDS AROUND FOUNDATION CB-13 392.80.392.80 CB-12 398.95 CI/NCDOT840.02 ;THE OWNER. . ~ U
DI1-DI2 12 69.21 0.51 HDPE PROVIDE BENDS AROUND FOUNDATION DI-14 386.00 292:14 CB-13 393.20 DI-17 FIELD ROOF 397.20 DIINCDOT840.14 FIELD CORE 8" ROOF DRAIN NNE N CO CT10 6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE rn ,MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED ~ °0 3
DI5-CB3 12 16.42 0.59 HDPE FES-15 381.5p FES ------------__..........................IFROM THE PROJECT SITE ON A DAILY BASIS. .
DI4-DI5 12 53.33 0.51 HDPE DI-16 399.03 402.90 DIINCDOT840.14 7. ALL BMP RISER STRUCTURES MUST BE ONSITE BEFORE THE GRADING PERMIT CAN i
FES18-JB19 24 131.33 9.75 HDPE DI-17 398.50 398.72 DI-16 403.40 DI/NCDOT840.15 JB19-FES20 24 161.84 0.25 RCP FES-18 387.80 NCDOT838.01 BE ISSUED (AS REQUIRED). A ~ N
FES22-FE523 15 73 1.38 RCP Class N RCP JB-19 384.40 385.53 HW-18 391.76 JBINCDOT 840.31 8. SKIMMER TO BE REMOVED AFTER SITE CONSTRUCTION IS COMPLETE. a
FES24-FES25 15 86 1.57 RCP Class IV RCP FES-20 384.00 FES 9. WETLAND WILL REQUIRE MAINTENANCE AFTER CONSTRUCTION SEE ATTACHED CALCULATION PACKAGE FOR y
FES26-FES27 15 92 0.5 RCP Class IV RCP DI.21 408.00 409.54 NYLOPLAST ADS STORM STRUCTURE 12" DI PEDISTRAIN GRATE OPERATION AND MAINTENANCE MANUAL C
RISER 15" 15 62.6 0.2 RCP 15" OUTFACE SEE RISER DETAILS C9.1 FES-22 414.91 FES 10. ALL EMBANKMENTS OF BMP WILL BE REQUIRED TO BE STABILIZED PER EROSOIN CONTROL PLAN. `
RISER 4" 4 61.4 0.5 DIP 4" OUTFACE SEE RISER DETAILS C9.1 FES-23 413.90 FES 11. OUTFACE LENGTH INCLUDE FES LENGTH. ~ d 12. PRE CAST STRUCTURE. CAN BE USED IF SHOP DRAWINGS ARE APPROVED BY ENGINEER BEFORE ~
FES-24 391.60 FES FES-25 390.25 FES CONSTRUCTION, N
FES-26 408.20 FES
FES-27 407.74 FES
0 d'
CHANNEL INSTALLATION ~ r
-
NORTH m ~GA~'~ 5" a~~e .eye "
L~ ~ A GREIEN N a5 gym) ~®~®~,~~SS,.
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r rr ~ r j ~ © ' / w~assu
RELEA E S D FOR
CONSTRUCTION ~ V 5em-92.5cm
pcu+u++s son
(155cm) w.
i. PREPARE SOIL BEFORE INSTALIJNG ~AMKEIS, INCLUDING ANY IB:CESSARY Ai~IJCATION OF LIME, FERRLI2ER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MU5f 8E INSFALLED WRH PAPER SIDE DaNN.
2 BEgN AT THE TOP OF THE CHANI~I. BY ANCHORING TES BLANKET IN A 6" (15cm) DEEP % 6" (15cm} WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE l~-SLOPE POR110N THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLESJSTAKES APPRO%IMATELY 12' {3Dcm) APART IN THE BOTTOM OF THE TRENCH, BACKFlLL AND COMPACT THE TRENCH AFTER STAPLIT~. APPLY SEED TO COMPACTED SOIL Aft FOLD REMNNING 12" (30cm) POR110N
OF BLANKET BACK OVER SEED AND COIdPACTLD SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12' (30cm) APART' ACROSS THE WIDTH OF THE BLANKET.
NCDOT 840.02 -CONCRETE CATCH BASIN W! 840.03 FRAME, GRATE, AND HOOD 3, ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM ~ CHANNEL BLANKETS WILL UNROLL WTTW APPROPRATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES STAKES
NCDOT 840.14 -CONCRETE DROP INLET Wl840.16 FRAME AND GRATE IN APPROPRIATE LOCARONS AS SHOWN IN THE STAPLE PATTEfBJ WIDE. WHEN USING OPTIONAL OOT $Y5TEMn', STALES/STAKES SHOULD BE PLACED THROUGH EAgi OF TES COLORED DOTS CORRESPONDBlG TO THE APPROPRIATE STAPLE PATTERN.
NCDOT840.31-CONCRETE JUNCTION BOXW/840.54 MANHOLE COVERAND FRAME 4. PLACE CONSECUTNE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (10cm-15cm) OVERLAP. USE A DOUBLE ROW aF
FES-CONCRETE FLARED END SECTION I NOTES: STAPLES STAGGERED 4' (iDcm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY
1) CB TOP ELEV.= TOP OF CURB FOR CI, GRATE FOR DI, RIM FOR JB 12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFTLL AND COMPACT THE TRENCH AFTER STAPLING. 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY Y-5" (5cm-12.5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED.
2) PROTECT INLETS WITH INLET PROTECTION AND PIPE INLET PROTECTION TO ENSURE PROPER SEAM ALIGNMEM, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING NSTALLED ON TOP) EVEN WITH THE COLORED SEAM SITTCH"ON THE BLANKET BEING OVERLAPPED.
3) SEE BMP DETAIL SHEETS FOR RISER INFORMATION _ 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT LS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE ~
4)RCP-REINFORCED CONCRETE PIPE WITH RUBBER GASKET PER ASTM C-761655 A DOUBLE ROW OF STAPLES STAGGERED 4" (tOcm) APART AND 4" (tOcm) ON CFJQIER OVER ENTIRE WIDTH OF THE CHANNEL ~ U a. THE TERMINAL END OF THE BLANKETS- MUST BE ANCHORED WITH A ROW OF STAPLES//S$TTAKES APPROXIMATELY 12" (30cm) APART
5)HDPE-DOUBLE WALL POLYETHYLENE PIPE PER ASTM 03350 IN A 6" (15cm) DEEP X 6" (15cm) W®E TRENCH. BACKFlLL AND COMPACT TEIE TRENCH AFTER STAPL6dG. A NOTE;
6)ALL ROOF DRAINAGE SHALL BE CONNECTED TO STORM SEWER VUaHEADER PIPE. COORDINATE DOWNSPOUT B C CRTDCAL POINTS IFH ECZESSAR`f TO ALLOW STAPLES TO SECURE THt~ v, J m
LOCATIONS WITH ARCHITECTURAL PLANS. PIPE SIZE FROM BUILDING TO HEADER SHALL MATCH HEADER PIPE SIZE UNLESS SHOWN OTHERWISE OR AS APPROVED BY ENGINEER A. OVERLAPS AND SEAMS CRTDCAL POINTS ALONG THE CHANNEL SURFACE W ~ W Ta, ?Y B. PROJECTED WATER LINE
OR AS SHOWN ON BUILDING PLANS. A C. CHANNEL BOTTOM/SIDE IN LOOSE SOIL CONDIRONS, THE USE OF STAPLE SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6' (15 cm) MAY ~ _
7) JOINTS IN CONCRETE PIPE WHERE THE INVERT IS BELOWTHE PERMANENT WATER ELEVATION OF THE RECEIVING B C BE NECESSARY TO PROPERLY ANCHOR 1HE BIdIJ H J (n N
STORMWATER DETENTION DEVICE SHALL BE CONSTRUCTED AS A WATER TIGHT SEAL PER ASTM C-877 "u'.%~ 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 2 I ~ ~ ~ ~ Z usA 1-a~-nz-zaao cANAaa 1-BOO-44a-zoaD C9.0 0 ~ rrnn ~ Q -
8) JOINTS IN HDPE PIPE WHERE THE INVERT IS BELOWTHE PERMANENT WATER ELEVATION OF THE RECEIVING www.nagrean.com a ~ V Cf W
STORMWATER DETENTION DEVICE SHALL BE CONSTRUCTED AS A WATER TIGHT SEAL PER ASTM CD3212. 1'BERM ~ Z Q Q p
9) ALL STORMWATER PIPING AND UNDERGROUND STORAGE SYSTEMS SHALL BE CLEANED AND FLUSHED OFALL ACCUMULATED SEDIMENTATTIME OF STORMWATER ASBUILT DOCUMENTATION AND CO. ~ ~ ~ ~ W IY
10) CONTRACTOR TO CONFIRM ALL EXIST1NG INFORMATION BEFORE GONSTRUCTION ANO REPORT DISCRIPANCIES TO a W and _ _ _ _ _ ~ FILTER STRIP SEEDED AND LINED PER PLAN ~ W ~ = can U
ENGINEER DUE TO DISCREPENCES THAT MAY OCCUR IN EXISTING TOPOGRAPHIC SURVEY. STORMWATER 31 SWALE - - :a' vi (n Q M
DISCHARGE AT LOCATION OF EXISTING GRADE .NEED TO HAVE ELEVATION VERIFED BEFORE CONSTRUCTION f JW
N ~ TO INSURE ELEVATIONS MEET THE INTENT OF THE DESIGN. ~P~~ SECTION A-A n. ~ _ ~
0 BMP CONSTRUCTION SEQUENCE ALL LINED WITH MAT AS SPECIFIED DN PLAN VIEW CONCRETE LEVEL SPREADER
N 7 1) INSTALL EROSION CONTROL PER APPROVED EROSION CONTROL PLAN, ~ ~
3 2) INSTALL RISER AND DAM,
6 3) INSTALL REMAINING FUND VOLUME, o 4) MAINTAIN POND DURING CONSTRUCTION A N
v O AND REMOVE ACCUMULATED SEDIMENT FROM g
POND, LEVEL SPREADER,. AND FILTER STRIP AREA, a 5) AFTER SURROUNDING GRADES HAVE BECOME ~
SPREADER LIP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL ~ ~ Y- Y' ? ~°'o o~ ESTABLISHED WITH VEGETATION FINE GRADE g
`T TO UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE ~ ~ ~ ~ ~ n Y' 'K' ~ GRASS LINED CHANNEL 6 INCHES DEEP, 1' FOOT WIDE. SLOPES. PER APPROVED GRADING PLAN, AND a INSTALL REMOVE ALL ACCUMULATED SEDIMENT FROM ~
SPREADER. PROTECT IT WITH AN EROSION RESISTANT MATERIAL ~ ~ ,I,l g p Y" w ~ EE LAMS FOR LENGTH AND ELEVATION. POND, o
w SUCH AS SURGE STONE TO PREVENT EROSION, TO BECOME Y~ ~ W'~y"~' N ESTABUSHED. ~ ~ ~y' ~ ,•,~.,Y 'W' NOTE: EROSION CONTROL NETTING AS SHOWN IN PLAN Y 6)INSTALL CONCRETE LIP AND FILTER STRIP, Iz-
a Y. ~ ~,W ~ VIEW TO BE INSERTED AND SECURED IN GRASS LINED m T TAR A- T ~ ~ CHANNEL. OU LE E HE OUTLET DISPOSAL AREA MUST BE GENERALLY Y" Y,.,.~- 7) SEED AND MULCH PER PLAN, ~ ~ 3
SMOOTH AND WELL VEGETATED WITH A MAXIMUM SLOPE OF 10~. ~y" Y-' ,,Y. ~ SWALE D D w
" Y' Y" ~ r ~ BYPASS FLOW (LARGE PIPE) ~ U 0
VEGETATE ALL DISTURBED AREAS Y- ~ ~ r RIP RAP OUTLET PROTECTION O O N
N ~ AND ENERGY DISSIPATOR o CONSTRUCTION SPECIFICATIONS N ~ SEE PLANS FOR DETAILS a o LL
~ ~ ° 1. THE MATI1NG SHOULD BE A MINIMUM OF 4 FEET WIDE Y' FLOW 0 W
EXTENDING 6 INCHES OVER THE LIP AND BURIED 6 INCHES ~ ~ ° Y- ELEV ~ o` DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE. !A
o THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT ~ ~ ~ PT• kd FLARED END SECTION w REVISIONS x -
SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY Y' ~ STABILIZED RIP RAP Y' i~ SLOPE ~ - 11~ I 1' BERM 0 9N109 1ST REV COMMENTS
SPACED HEAVY. DUTY WIRE STAPLES AT LEA5T 12 INCHES LONG. 2-3" SURGE STONE & - ~ I~ I III=~1=111= ~ ~ - I~ Y~- ~ GEO-TEXTILE FABRIC #,~,y. „ I - o
2. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING STABLE ~Y' 0~ Ioye'fL EXTEND A MINIMUM OF ~ GRASS i 0 919109 NCDOT COMMENTS F
OF STORM RUNOFF. UNDISTURBED ~P ~ ONE FOOT PAST °LIP" I ~q~a~;"''~' ~ 9115109SECOND CD SUBMITTAL
3 OUTLET AREA Y if~(L ~ ~ , ~..x ~ 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL. -I~-~II -ICI Y-- D _ -FLOW TO LEVEL SPREADER ~ 10126109MYlAR CD SUBMITTAL
o (NOT ON FILL} ~ ~ ~ ~ 2' a ~ I I=11 X11 a w
0 4. CONSTRUCT A 20 FOOT TRANSITION SECTION FROM THE -I) • ~ 12!3109 01 PRESUB. COMMENTS • . LE~L S~READE ~ ~ ` ~ ° • ~ . A : ' z 0
~ DIVERSION CHANNEL TO BLEND SMOOTHLY iMTH THE 1MDTH ~ -I I_ rl CONCRETE LEVEL SPREADER , Y' .II NOTE. ° AND DEPTH OF THE LEVEL SPREADER. Y- TOP ELEVATION PER PLAN u,
~ LEVEL SPREADER DESIGN WILL BE BASED ON a ~ E J~ BASED ON N
N 5, DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY CURRENT DIVISION OF WATER QUALITY DESIGN STABILIZED SLOPE, NOT TO EXCEED 10~a MAKE SURE THAT PT' GUIDELINES. _ITY DESIGN o a
THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM ~ MAINTENANCE PROJECT #:OB-0063 DATE: 9111D9 ~ z H
° CONCENTRAI1NG, ,r 3 ELEVATION POINTS ON SPREADER ALL AT SAME INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABLISHED ~ w DRAWN BY: JWE CHECKED BY. ET
a ELEVATION .(TYPICAL) AND PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED 6. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEED y' ~
MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDITION, o AND MULCH THE ENTIRE DISTURBED AREA OF THE LEVEL ~ ELEV N TITLE
° ~ SPREADER. ~ PT. ° Y.. N W STORMWATER AND
N 3 ° ~ EROSION CONTROL
I ~
CONCRETE LIP _ n Z51 KUL; I UKt I AbLt
J
SHEET
C9.0 A a C900
STANDARD LEVEL SPREADER STANDARD LEVEL SPREADER (CROSS SECTION COMBINED LEVEL SPREADER, BYPASS, 3
AND FILTER STRIP

,a t 13"~ GLASS 1ST x+?~~x ~ i ~ ! f ~ a ~ , - - _ASS 1 STDNE /22~ THICKNESS POND DAM & RISER ASSEMBLY M _ 4" OF TOPSOIL (MIN.) v) d
'4 x BTM ELEV. 393.0 ~ _ _I I~= " ~ r ? r f ~ ? ~ ~ # _ ~ r - III Outflow Elevation L o
LINE EXI TING CHANNEL TH ~ ~ r ~ ~ sf ~ - _I~~, -FILTEf I t r` ~ r - FILTER FABRIC PROPOSED Q 2-year 0.37 389.82
S r d E I . AM ICAN R r rr f , LENGTH 10 E G EEN C u.. LENGTH 10 GRADE Q 5 _year 0.46 391.06 ~ ~ ~
,f ~ r ,-r fd d ~ ~ SPILLWAY FRONT VIEW VIEW Q 10 year 1.49 391.71 ~
t ~ rrr r,r rf r r J { r ~ 1f 1 r rr 1 ~ I t Q 25-year 4.92 392.12 AQUATIC "SHELF i
f ~ rrr r f rr J d r j r ~wf rr r' ; t t '""'7_ PRIMARY TO BE PLANTED ~ ~
~ 1 s d f d E E GE C ` M R N ~ M EMERGENCY TOP DAM SPILLWAY FOREBAY DRAIN
85,3 °~.l r r f' f p dr dl d F r r o s 1 f ~ 1 J t d 1 d f' SPILLWAY SPILLWAY DRAWDOWN ORIFICE ~ ~
f ` f` ~ j r d f f d' r' SEE D TAIL Nv u r ~ ~ , E SEE DETAIL FACING MICRO POOL SEE DETAIL N
( ~ r' t .r P°~.. J ~ f O 'r I C U
~ d ~ rr r rr 1 / 1 P P r ~ d EMBANKMENT FILL TO BE 3 ~ Z~
~ _ ~ rj r,~ x 1 COMPACTED TO 95~ STANDARD 3 ~ o
2 ~ ~ dd P - 1 ROCTOR PER ASTM D 698 ~ ~ f r" r d 1 3 1 _ NORMAL POOL NP SHWT = ~ N ~ C U ~
~ ~ ~ ~ ~ d 1 d 3 r r / / / f ~ f' p r ,,r / K d p N
r s i ! I r ~ d fNV OUT ~ , , r a ; Poo° FOREBAY EL. PER PLAN °o N
I T ~ , ! , > r J / f 1 d .3 • ~ , 1 r 3
r d ~ t d. ! t dl ~ d rr 1 I d 6 1 ~ a~
l _ f fd / FES V i 1 St ! ~ r I ~ PER PLAN ATTACH SKIMMER TO RISER AT CANAL VALVE ~ ~
~ t ~ ld l r r rf _ .CLASS"A"CONC. COMPACT 1FT DEPTH OF (CL) CLAY LAYER ~
- ~ f ,d ~ rr e RIP RAP DISSIPATER
~ ~ti ~ ) E ~ d d ° /1 ~ ~ Rl~ ER ~ ~ AT OUTLET UNDERLAY ANTI-SEEP ANTI FLOTATION BLOCK SOIL TO 95% MODIFIED PROCTOR
! d ,r , x ANTI . INFILTRATION RATE LESS THAN 0.01 IN/HR ~ ca COLLAR PER TO BE PLACED AFTER SITE IS CONSTRUCTED a
,oo~ , ~ ~ ~ t 1 DEd AI ~ TH S ~ r WITH MIRAFI 600 COLLAI ~ S % 1 1 ~ pf ld i I r ~ ~ DETAIL DETAIL AND GRADES ARE ESTABLISHED WITH VEGETATION F o
w ~ , d SEE EROSION CONTROL ~ ~ f r r ~ ~ ~ ~ ~ F l / /d d k P
l ti , .1 , , d :96 d ~ - , SHEET FOR .DIMENSIONS 1 It ; F f ~ f l~ d r ~
z~ t i i { 1 11 f fl / ~ rrr 't~ . ~
LINE FILTE STRIP ~ ~ f f ~ / ~ } ~ ~ 1 t , f d i f r ~ ~ f 1 f t t ,1 r d s
3 1 1 d ! r` WITH N. AMER1CAf~~ ~ ~ ~ f 1~ f d t - D~ f 1 t~ O r
~ j S ~ ~ 4 t r t i € TRASH RACK ~ AT DRAW DOwN ORIFICE e-
GREEN SC250': ~ f d ~ I H d r t d ' ( + 4' 7 1 t f 1 ~ 6 GATE VALVE ~ f ~f r t < 4'
d d j ? 3 ~ f j ~ ~ k } .
20 L d~IEL SPR~Aj ER t r t GALVANIZED GUIDE SUPPORT TOP RISER EL. 391.8' " DETAIL A WITH TWO ANCHOR
Id ~ d 1 ` ~ ' # E l BTM ~ LEV 385.0 , ~ E ~ ~ , i CMU BLDCK WAL "9
t S 1 ~ HI d E i ~ a r ~ 6' PVC GROUTED FULL SECONDARY ORIFICE
LiP ~ LEV 385.3 3 t t ~ x ~ ~ 1 ~ ~ ~ ~ , 1 ~ _ , t ~ ~ , NDTE~ 1 ~ t ~ ~ ATRSECONDARY WITH #4 BARS 16" OC
t ° ~ i ~ ~ ; ~ DIMENSIONS ; ~ ~ ' t r ~ 1 1 ~ ~ x ~ ~ ARE INSIDE ORIFICE ELEV. VALVE ACTIVATOR STEM I
EN E T HAVE~t 1 f ~ 1 ~ t Q ~ ~ ~ 1+~ DIMENSIONS r { f t y • ~ 1 3>9 DIA INV. 388.0' . I ~ h
CLE RANCE OVE,~ ~ ~ , f ~ W 3 ~ P t f f I~ ~ t x , ~ n ~ .s: J ,1
f . m t~ . I ~ DRAW DOWN ORIFICE n
SPIL WAY oo ~ ; ~ < 1f'~ ~ ~ r r f ~ ~ ~ ~ ~ MANHOLE STEPS I ~ ! 4/ I I~! f j r t i 4 ~ a NORMAL POOL. NP _
d ~ ~ ? 1 f ! ~ ~ x ~ ~ l € ~ ~ t ~ I 1 ~ ~ ~ 1J I ~ 4" DIA INV EL. 386.0' ~ ~ OUTFACE TO RIP e ~`"j'' "
E ~ERGENCY SPIL: WA ~ d 1 ~ ~ t~~ E ~ 0 o- - 1~' RAP DISSIPATOR SEE DETAIL A
I ~ ~ 1 I I I 1 E ~ 1 1 ' d ! ~ d ~ ~ f r ~ //yy~~ l"J .g ~ p ! ~ W 1 % _ ® ~ (SEE PLAN VIEW
! ; . ' dd ~ # i ~ ~ GROUT INSIDE OF STRUCTURE dd i 1 ~ ~ ~ i ~ FOR ORIENTATIO RELEASED FOR
r r f ~ , I ~ t ~ AT ALL OPENINGS d , ~ ~ f ~ ~ i ~ r ~ a°,~ d f i t ~ ~ ~ j WITH NON SHRINK GROUT d~ 3~ 1 E ' t f 6' PVC CAP WITH. HOLED CONSTRUCTION ° HOLE SIZE ~.5' OUTFACE TO LEVEL SPREADER
~ d W 1 j ~J , 1 ~ 3 ~ ~ 1 i I ( ~ w 6' PVC STUBBED INTO BOX WITH RESTRICTIDN PLATE (SEE PLAN VIEW FOR ORIENTATION)
V'~ } ti t t ~ j p n j d ~ l ~ ~ REBAR T ~ o. ~ ~ ~ , ~„}t s ~ ~ ~ j RASH RACK NOTES ~ ~ ' ~ ~ U J
O x t~; ¢ ~ d ~`E f ~ ~ ~ L ALL REBAR TO BE #4 REBAR ? ~ ~ , , ~Q EN ~ OUTFACE EL. INV 385.6 -
~ p` , ~ , , , ~ ;f ~ 2. ALL REBAR AND ANGLES TE ~ ~
~ ~ ~ ~ , I 's BE HET DIP GALVANIZED aA 4 i ~ i t ~ d s 1 ~ } x 3 ~ ' ~ ~ ~ 1 t L~ d ~ E ~ t , ~ 1 PER ASTM A153, ~ ~ aA J s" GATE VALVE RISER BTM EL. 385.3'
0 10 24 40 t ~ ~ ~ ~ ~ ~ ~ E I ? ¢ ~ ~ ~ ~ , ~ ; ~ 3, WATER STEP PER ? ~ O ~ ~ 4 4' KEY ~
~ ~ ~ ~ ~ ~ 3 ~ ' ~ ~ ~ WATER STOP-RX GROUT AROUND KEYWAY
s , ~ ~ , ; ; ; ; ~ , ~ x t NR EQUIVALENT, TOP VIE TOP VIEW WITH NON SHRINK GROUT • ~ 4 • . e d 25'
~ d ~ ~ ~ ,~t, t ~ ~ E t ~N FEET ~ ~ ~ ~ W W ~ ~ , ~ P OP. B P SLOP S #4 BARS 8° OC BOTH a ~ I TRANSVERSE AND LONGITUDINAL. a 1
~ 1 INC~i - 20 FEET , , ; ~ z ~ , ~
t ~ ; ; ~ ~ ~ ' , ~ ~ x ~ E NORM. POOL PER ~ ~ y^~ 1 E 1 ~q ~ , ~ ELEVATION VIEW PND BTM EL. 380.5'
l ~ t. 1 ~ ~ ~ t ' , , ~ ~ ti I I CONCRETE COI ~ t S 1 t 1} ti ~ ~ A CONCRETE COLLAR I ( -RING GASKET PER w
~ 1 t 1' i t l s 1 ~ ? ~l \ S x FRONT ELEVA' FRONT ELEVATION I ~ CMU WALL PER URIFICE TRASH RACK ASTM C433
t t ? ~ t f ( ~ ~ ~ ~ \ ti RISER SECTION INSTALLATIBN DETAIL EALANT BANDING PER z
t ~ 1 t ! 1 ! , a' J.. LINE ~~STING C~4ANNE ~ W~. , ~ ti r a t I DETAIL B ASTM 0877 TYPE 1 ~ r ,
~ ~ ~ ~ ~ ~e a ~ x ~ N. AMER~ AN GREEN X50 ~ ~ i ~'~s~.~ ~ FOAM GASKET W/ ~ U
~ ~ \ \ ~ ~ ~ 4 ~ • ~ PSA BACKiN ~ Z
~ ~ ~ j ~ % 4 ~ ~a' ~ ..y: , \ I' I,,„ ' ~ ~ ~ (TRIM TO LENGTH)
l A ~1 ~ ` 1 i ~ ~ a MOUNTI ~ J m .8: ",,,1 '1 FLANGE ~ r.
~ ' \ ~ ° ~ \ V ~ ~ ~ S ~ ~ 1~ 1 w % f 1 CONCRETE ANCHOR W/ BOLT W F COLLAR ' SEE DETAIL A) o Z ~ ~
l ~ t 1 ~ ~ ~ ~ ' ~ g, m ~ 4 ~ V
~ \ ~ ~ ~ ! \ ~ ` 12 D ,LN_STALLATION NOTE: a~ z ~ Q Z
~ 383~31~ ~ ` ' ~ `~w ° . ~ i ~ 8 ,79~ ~ ~ ~ x ' ~ ~ a POSITION HOOD SUCH THAT a ~ Z ~ W
" \ q ~ ..4.... • . • • . • a' . i2 T BOTTOM FLANGE IS A ~ ~ ~ n' g ~
R \ e ~ 1 v ~ ti e i ~ l V . 1, 1~ V 1 a 9 a 1/2 D* DISTANCE OF 1/2 OUTLET w Q Q J ~ PIPE DIAMETER (MIN.) EXTERNAL WRAP AT RCP OUTFACE a ~ U m Q
a ~ t ~ ti ~ ~ ~ < OR 6" FROM BELOW THE PIPE INVERT, W ATER STOP MINIMUM DISTANCE TOR AT JOINT (N.T.S.) ~ ~ _
9 4-1/2' RODS EPOXY TO FOUNDATION ,n 0. _ ~ U
~ ~ t ~ ~ ~ i ~ BLOCK BENT AND OUTFACE PIPES} PIPES < 12" LD. IS 6". ~ ~ Q M TIED TO REBAR GASKET ~ ~ ~ _ ~
1 i ~ ~ 1 ~ A ~ ~ a r ~ 4 ~ ~ y ~ ~ #4 REBAR COMPRESSED DETAIL A ~ ELEVATION BASED ON EXISTING SURVEY N BETWEEN HOOD INFORMATION, DESIGN IS BASED ON THESE ~
a I ~ ~ t 1 ~ ~ ~ ~ ~ ° ELEVATIONS BOTH VERTICAL AND a AND STRUCTURE ~
f ~ ~ ! i ~ ~ i A \ ~a l t 1 S 1 1 ~ ~V ~ ~ (SEE DETAIL B) HORIZONTAL CONTRACTOR TO CONFIRM a ELEVATIDNS BEFORE CONSTRUCTION ~ ~
d / ~ ~ ~ ~ ~ ~ e ~ ~ ~ ~ ~ ~ GROUT ~ t ~ ~ V CONNECTIONS A ~ ~ GROUT AROUND a- ~ DRILLED ANCHOR AND REPORT DISCREPANCIES TO ENGINEER, z CONNECTIONS AND PIPE 4 KE w ~ Q HOLE SHIELD AINLESS a
N 1 ~ ~ ~ ~ ~ ~ ti ~ , ~ WITW NON SHRINP ITH NON SHRINK GROUT a BOLT BMP CONSTRUCTION SEQUENCE N
{ ~ 1 ~ S ~ ~1 ~ ~ ~ ~ ~ t 1 ~ ~ r ti ' G ' • • 2'S' SNOUT BY BEST EXPANSION CONE 1) INSTALL EROSION CONTROL PER APPROVED g
~ t t ~ ~ ~ t R.+ m q ~ i L ~ ~ ~ ~ ~ ~ a ~ a MANAGEMENT PRODUCTS (NARROW END OUT) EROSIDN CONTROL PLAN, w a 2) INSTALL RISER AND DAM, a
r ; ~ ~ 3) INSTALL REMAINING POND VOLUME. o
1 1 1 1 ~ ~ k~ Z o+ 1 l 1 t t ! 1 y A ~ f ~ ~ ELEVATION VIEW 4) MAINTAIN POND DURING CONSTRUCTION a AND REMOVE ACCUMULATED SEDIMENT, ADD ~
v 1 t 1 t Y L ~ b t S c fj f1 t 1 1 ~ S ~ I PIPE OUTFACE WALL ToP SOIL 'o
1 VdE TP ~ ~ . w W 5) AFTER SURROUND GRADES HAVE BECOME ESTABLISHED WITH VEGETATION FINE GRADE ~
a 9/2"X4" WEDGE OR EPOXY 1 2"X 4" WEDGE OR EPOXY ~ TWO HINGES WELDED TO PLATE / " SPACING SLOPES PER APPROVED GRADING PLAN, AND w
~ ANCHOR WITH WING NUT TO OPEN ACCESS HATCH ANCHORS BOLTED, ._~w ~ ~~C~~„~~ ~ ~ c~ c~ ~ AT SLOTTED CONNECTION TWO EACH CORNER , , WIRE MESH REMOVE ALL ACCUMULATED SEDIMENT FROM ~
t N ° ~ ~ t POND, ~ " 6) INSTALL CLAY LINER, o
d 6"X 1/2" PLATE BENT TO ~ , w ~ t„~~. .~JC. 4M,'C 6 GATE VALVE 7) INSTALL VEGETATION, ~
TRASH RACK ANGLE. ~ ~ ~ ~C r ~ a ° ° BARS WELDED TO PLATE ~ ~ x Q LL
Q Q ALVANIZED w
a THK PLATE w REVISIONS
o Y 2-BAR SUPPO T ~ ~ ~ ~ ~
~ AT CENTER ~ ' ~ i ~ C' 2' ' 2-~"GALV WEDGE x 4 ANCHORS I"-'-10 `-"I ~ 0 911109 1ST REV COMMENTS
a WITH o -
rl. 2-1 /2° SLOTS BL $ ~f; 0 9115109 SECOND CD SUBMITTAL
GATE VALVE DRAIN ~ TRASH RACK 4" OUTFACE 0 9116109 RISER REVISION
BARS BENT ~W ~ l~ dC ° t_ ~ ~ WELDED TO ' - ~ W C ~C.~ N ,^..i y a 9I17109RISERREVISION
' _ ~ c z ~ PLATE ~ ~
_1,i OUTFACE TO LEVEL SPREADER 10/26/09MYLARCDSUBMITTAL
C ~ ~ C 3 ~ ~ ~ ~ ~f~~tL FLOW RESTRICTION PLATE o N 1213109 01 PRESUB. COMMENTS
o
~ i "F ~ ~4 ~ = 4" PERFORATED PVC ~ ~f 0 12111109401 COMMENTS
iv TO FILTER LIMITS i' r, w~"`i ~ ` WEIR TOP z PROJECT#:08-0063 DATE:S11l09 VARIES SEE PLAN a
SECTION VIEW f #4 BAR TRASH RACK ~ ~ • • _ , , i / 1/2" OPENING GALVANIZED WIRE MESH o
..v.. . - - ~ ~ r 0 NORMAL POOL NP ~ DRAWN BY: JWE CHECKED BY. ET . w~~ ~ - STAINLESS STEEL PIPE CLAMP ~ TITL.E
/ S PPORT PLATE SECURE FABRIC WITH TO PIPE ~ r P
WITH 1/4 OLYPROPYLENE ROPE i = - ~ o ~~.7~_ c -6" BELOW NP ~
#57 STONE FILTER / --12" BELOW NP /~~f Q BMP 1 WETPOND
3 ELEVATION VIEW ~Qa,~,a~~ ~,soupn~„ ' ~ v. I~ R ITT A I I Iti1 ~ \ 1
~ - vnno.nv~ vine rnviri ti,„~~t
a NON-WOVEN FILTER FABRIC r x o ; 4 0 ##57 UC I HIL F'LHIV S / ooa; po TONE
WITH 12" MIN LAPS AT JOINTS 4 4° DISCHARGE o o ¢ SHEET
N TO LEVI TO LEVEL SPREADER o LEVEL SPREADER
VIEW ACROSS PIPE f 0 PER LEVI 'IPE PROTECT END VFFfOREBAYDISCHARGE SCREEN n " PVC PER LEVEL SPREADER 6 6" PERFORATED PVC N C901
-1/2 WIDTH OU OUTLET SCREEN FOREBAY DRAIN DETAIL o
N TOP VIEW TRASH RACK DETAIL FILTER DIAPHRAGM DETAIL

isx Xi~x ~i ? f 3 ~ [ E PLANTING LIST ~ ~
CABLE BOTANICAL NAME COMMON NAME SIZE QUANTITY TYPE NOTES L O
x , a e ; i ~ t } f r r 1 . 3 t WETLAND EMERGENT HERBACEOUS SPECIES (SHALLOW WATER) ~ ~
~ ?p ~ ~a f ; } } f POCO PONTEDERiA CORDATA PICKEREL WEED PLUGS 335 PLUG 1:5' O.C. TRIANGULAR PLANTING ~ ~
S ~ f ~ rf r~ ~ I ~ j~ i i ~ t ~ s t i 1 I I i v ~ SALA SAGITTARI LATIFOLL4 DUCK POTATOE PLUGS 325 PLUG 1.5' O.C: TRIANGULAR PLANTING ~ O
J r r'~ rf s r ! 1 f ~ r PEVI PELTANDRA V]RGI~IICA ARROW ARUM PLUGS 320 PLUG 1.5' O.C. TRIANGULAR PLANTING ~ L, ~
r'' 1 ? I F' ¦
d F` r° r ~ 1 ! I j 1 i ~ r ~t i > H ~wi 1 ~ ~ t ,r l M M WETLAND SPECIES (SHALLOW LAND) ~
/ r rr P"' 1 f 1 t CHL CHOLONE GLABRA WFffTE TURTLEHEAD PLUGS 345 PLUG 1.5' O.C. TRIANGULAR PLANTING y,¦ ~ r.
~ ~ f..• ~,r a 1 I ! ~ 1~ EMA EUPATORIADELPHUS MACULATUS SPOTTED TRUMPETWEED .PLUGS 345 PLUG 1.5' O.C. TRIANGULAR PLANTIlVG ~ N
f/ ! t 1 r.~ ! 1 f I / ~ I~ LCA LOBELIA CARDINALIS CARDIIVAL FLOWER PLUGS 350 PLUG 1.5' O.C. TRIANGULAR PLANTING C V
f f j / x y ~ ~ I Z E
y / ~ . ,i f f P ~f,x a l ! Plants are avaEable from Coastal Plain Conservation Nursery, Inc. Edenkor~, NC 252482-5707 ~ (~j
~ i ~ i. ~ :w ~ o;~.;-s I t r r E~, ~ ~T~ a~._~ )z, r f / EllenJ. Colodney, M.D. of Coastal Plain Conservation Nursery, Inc. assisted with the preparation of This list. ~ ~ U
r~ ~ , a ~ t t S~ Seed of North Carolina ecotypes of ANGE, PAV1; and RUHI is available from Emst Conservation Seeds, Meadville PA 814-336-2404, SEEEDING IS NOT ALLOWED WIfiTIN TTiE 20FT LITTORAL SHELF. ~ Q ¦ N
o a ~ O v,
f / I V~ k ; ~ ~ t ! f ~j if ! O ~o r 3
a / J / j x f as
i ~ w ~ ~ ~ t~ ~ r 6 p/ ~ \ r t t ~ 1 J o n
a
t " € ~ { I i I ~ ~ " x'a ~ s~ ~ 1 { 1 1 E ~ ~ r / w ~
~ 'w ~ , # t I f ~ ,,~W7,,,~' - . ~ E ~ ~ r f i c
c~ ~
,_~w t ~ 1 t r i 3 r ~ ~ } ~ ~ ~ ~ ! f~ ~
~ ~ 1 ; ! 1 I I~ i ~ d x ~ 4 ~ ~ ~ t~ ~ 0
j 't ti a a, ~ ~ ; ~ t ~ N N
~ ~ t E t ~ ~ ~ rl t > ~ , ~ ~ ~ 3~ 3 •r~"~ j d I p ~ - i t r {
` ~ 1 9 ~ 1 ~ ~ If It 1 ' ~ r ~ i ~ ( ~ l r ~ ~ ~ ?
O MAINTENANCE NOTES: ~ ~ t P ~ j~ 1 j f r r ~ ~ € O
~ i ~ ( } i ~ ~ a l~ 1 ~ t ~ x ~ ~ ~ ~ , 1 1. IMMEDIATELY AFTER THE WET DETENTION BASIN IS E: 'ION BASIN IS ESTABLISHED, THE PLANTS ON THE VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED UNTIL THE PLANTS BECOME \ ~
~ ~ r ~ 1 f~ ! ~ ~ ESTABLISHED APPROX. 6 WEEKS . ~ 1 1 ~ ~ . q ~ 1 i l ( ) ~ r 'ti ~ ~ ~ 3 ~ r ~ 2. NO PORTION OF THE WET DETENTION POND SHOULD POND SHOULD BE FERTILIZED AFTER TFIE INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF.
r t f r ,t E , ~ j x ~ 3. STABLE GROUNDCOVER SHOULD BE MAINTAINED iN TI IAINTAINED iN THE DRAINAGE AREA TO REDUCE THE SEDIMENT LOAD TO THE WET DETENTION POND.
>j - 1' , ; { E ~ ~ ; ~ s, 4. IF THE BASIN MUST BE DRAINED FOR AN EMERGENC` ~ f' ; ~ e , ~ ~ ~a 5. ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSP AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE. RT SHOULD INSPECT THE EMBANKMENT.
_ F 4 t` } ~ ~ ~ ~ < ~ 6. AFTER THE POND IS ESTABLISHED, IT SHOULD BE IN,
r CORDS OF OPERAT10N AND MAINTENANCE SHOULD P 1 ! ~ 1~ 1 k~_ ~ y ~ t ? i 1~ 1 t ~ ~ ~ k Y \ i~ :NAN~ELSHOULDSBECKEPTONCA K OWN SETNDLOCATlON2AND~MUSTABE AVAILABLE UPON REQUESREATER THAN 1". ~~a;~~
~ '4 f t i t t '4 ' - ~ ' I ~ ~k ~ ( ~ fit..
! ~ ' t r r ~ ~ ~ 1 t ~ ~ ~ ~ ; ~ x ` ~ ~ WET POND LANDSCAPE NOTES:
' } I t tt cif ~ t ~ ~ ' } t ! tt i ~ ~ i t ~ j t ~ ~ t • r I ~ ~ ' ~ ~ ~ 1. NO TREES OR SHRUBS SHOULD BE PLANTED WITHIN
t E x ~ ~ t ~ ~ ~ } t WM + ~ ~ r' ; } ~ j } ~ a~ ~ x ` ! L .ROOTS THAT SEEK WATER (E,G., WILLOW AND POPLAR), 'CANTED WITHIN 10 FEET OF INLET OR OUTLET PIPES, OR MANMADE DRAINAGE STRUCTURES SUCH AS SPILLWAYS OR fLOW SPREADERS. SPECIES WITH ~ U`Io a~~, ~ , ' AND POPLAR), SHOULD BE AVOIDED WITHIN 50 FEET OF PIPES OR MANMADE STRUCTURES. •~Pa~~
i W € i ! Jl ~ ~ ? € ~ ~ t j ~ d<
` t f f ~ f t ~ - t ~ ~ ! } ` i E 2. PLANTING SHOULD BE RESTRICTED ON BERMS THAT ' ~ , ~ r , ? ? ~ ? v THAT FORM POND BANKS, ONLY TO BERMS. ON BERMS THAT IMPOUND WATER EITHER PERMANENTLY OR TEMPORARILY DURING, STORM EVENTS. THIS RESTRICTION .DOES NOT APPLY TO CUT SLOPES ~~;,8®Qe~aOW ~ ' NS. ~
~ 1 i ~ ~ ~ I t , ~ ~ f 1 ~ '~j `
~ r I ~ ~ Q1 3. TREES OR SHRUBS MUST NOT BE PLANTED ON PORTIi r ' ~ - : ' ~ ~ 'Cf" FOR UNOBSTRUCTED VISIBILITY OF BERM SLOPES FOR DE ANTED ON PORTIONS OF WATER IMPOUNDING BERMS TALLER THAN 4 FEET HIGH; ONLY GRASSES MAY BE PLANTED. GRASSES ALLOW SLOPES FOR DETECTING POTENTIAL DAM SAFETY PROBLEMS SUCH AS ANIMAL BURROWS, SLUMPING, OR FRACTURES iN THE
} f 1 } ~.r ~ ~ ~ r j ~ ; , , , ~ ~ x BERM. RELEASEDFOR
~ ~ ~ , r r 1 , ~ j ! ; ~ ~ l } [ t ~ ~ } ~ 3" ~ ~ z ~
~ ~ i i r ~ : i ~ ~ } , s ) ~ ~ - ~ 4. TREES PLANTED ON PORTIONS OF WATER-IMPOUNDih' ~ + ~ ~ ~ ROOT SYSTEM. THESE TREES REDUCE THE LIKELIHOOD Of 4TER-IMPOUNDING BERMS LESS THAN 4 FEET HIGH MUST. BE SMALL (LESS THAN 20 FEET MATURE HEIGHT) AND HAVE A FIBROUS CONSTRUCTION E LIKELIHOOD OF BLOW-DOWN, OR THE POSSIBILITY OF CHANNELING OR PIPING WATER THROUGH THE ROOT SYSTEM, WHICH
J ~ ~ r~ t i i \ x ~ ! ~ ~ " ~ MAY CONTRIBUTE TO DAM FAILURE ON BERMS THAT RET 'ERMS THAT RETAIN WATER.
} r r ~ 4 ~ ~ , ~ r ~ s ~ ~ ~ i t ~r ~ ~ e ~ ~ r ~ 5. ALL LANDSCAPE MATERIAL INCLUDING GRASS SHOUI G GRASS, SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF
~ r ,f ~ ,j t : ~ ~ I ~ } y WELL-AGED COMPOST TILLED INTO THE SUBGRADE. COMF iUBGRADE. COMPOST USED SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY.
f i ~ ~ ~ , t t { ~ ~ ` ~ } ~ ' ~ i ~ ~ t '~t ' : ' 6. SOIL fN WHICH TREES OR SHRUBS ARE PLANTED MA' RE PLANTED MAY NEED ADDITIONAL ENRICHMENT OR ADDITIONAL COMPOST TOP-DRESSING DEPENDING ON THE RESULTS OF THE SOIL ANALYSIS.
t t~ t ~ k~ i I •n ! s ~ S f f s 4 i i" ' t t~~ W W € t CONSULT A NURSERYMAN, LANDSCAPE PROFESSIONAL, 0 ROFESSIONAL, OR ARBORIST FOR SITE-SPECIFIC RECOMMENDATIONS.
~ 0 10 20 40 ; 4 ;t; , ~ ~ ~ S, ~ ; ; t ~ ~ ~ 7. FOR A NATURALISTIC EFFECT, AS WELL AS EASE OF :LL AS EASE OF MAINTENANCE, TREES OR SHRUBS SHOULD BE PLANTED IN CLUMPS RATHER THAN SPACED EVENLY .
~ t ~ ; ~ ' ! ~ t ~ k ~ THE LANDSCAPED ISLANDS SHOULD BE A MINIMUM G I r ~ 5 ~ ; } ~ } } 1 ' , ~ SIX FEET, WHERE THE TREE FOLIAGE EXTENDS LOW TO T 3E A MINIMUM AF SIX FEET APART, AND IF SET BACK FROM FENCES OR OTHER BARRIERS, THE SETBACK DISTANCE SHOULD ALSO BE A MINIMUM OF
~ fN F ET ~ ~ ! ~ ~ W ~ 1. ` 'I ~ ~ ~ s ~ E ~ ` ` ~ THIS SETBACK ALLOWS A 6-FOOT WIDE MOWER TO PAS ENDS LOW TO THE GROUND, THE 6-FOOT SETBACK SHOULD BE COUNTED FROM THE OUTER DRIP LINE OF THE TREES (ESTIMATED AT MATURITY). MOWER TO PASS AROUND AND BETWEEN CLUMPS.
l l_ s ~ 4 i t 1~ _ , a p, 1 ~ 1~ INCH - 20 FEET I ~ ~ 4 ~ ~ ~ ~ ~ ~ ,~'z ~
~ t ~ 4 , ~ . ` x i 9. EVERGREEN TREES AND TREES WHICH PRODUCE REI :H PRODUCE RELATIVELY LITTLE LEAF-FALL ARE PREFERRED IN AREAS DRAINING TO A DETENTION DEVICE,
7 r"1 i ~ V/^ 1 1 { ~ z ~ t ' ' } 'y 'L ~ ~ o ~ 10. TREES SHOULD BE SET BAOK SO THAT BRANCHES 1AT BRANCHES DO NOT EXTEND OVER THE PERMANENT POOL OF A DETENTION DEVICE (TO PREVENT LEAF-DROP INTO THE WATER AND CLOGGING ISSUES). w
~ l i ~ ; t; ~ ~ ~ ~ -'•t ~ ' ° x j 11. DROUGHT-TOLERANT SPECIES ARE RECOMMENDED.
2ECOMMENDED.
~ 11
~ ~ ~ t ti ~ ~ ~ ..,_w ~ ~ ~ 4 11 \ 1 l ~ t PLANTING NOTES a, Z
\ ~t~ ~ ~ x "J U 1. ALL PLANT MATERIALS TO COMPLY WITH THE AMERICAN~NDARDS FOR NURSERY V) J m
i ~ 1 S ~ e ~ ~ a ~ ri ~ ~ ~ ~ ~ t 1 ~ l 1 ~ STOCK ANSLZ60 SET FORTH BY THE AMERICAN ASSOCIATION OF NURSERYMEN. ALL ~ ~ W J F
0 \ ~ TREES ARE TO BE FREE OF CUTS, BARK BRUISES AND DAMAGE. Z „ _ ~
~ ~ \ ~ \ ~y W J N 2. SUBSTITUTIONS OF SPECIFIC PLANTS CAN ONLY OCCUR WITH PRIOR WRITTEN ~
l ~ ~ t ~ ~ V ~ ~ by ~ y ` ~ PERMISSION OF BOTH OWNER AND LANDSCAPE ARCHITECT. o ~ z ~ ~ Q Z
3. ESTABLISH BED CONFIGURATIONS TO MEET SIDEWALKS, OTHER BUILT STRUCTURES AND a Z ~ ~ }
\ THE PROPERTY LINES.
~ } R ~ ° ~ } w ~ Q W~ 4. PREPARE PLANTING BED ACCORDING TO SPECIFICATIONS AND INSTRUCTIONS OF PLANT a U m Q
- - A ~ ~ -b~- i 1 A C ~s. SUPPLIER. CONTRACTOR IS RESPONSIBLE TO BRING CONFLICTS BETWEEN ~ ~ a = M U
SPECIFICATIONS AND PLANT INSTALLATION INSTRUCTIONS TO OWNER OR LANDSCAPE v_, ARCHITECT IN WRITING. N M
S ~ ~ , ! ~ A ~ N 1 ~ i~ A 1 ~ \ ~ ~
C l s~ 4 5. SIX INCHES (6") MULCH LAYER OF PINE NEEDLE STRAW AND IS TO BE CERTIFIED TO a W ~ _ ~ BE FREE OF WEEDS AND NON-NATIVE INVASIVE INSECTS AND THEIR LARVAE. ~ ~ >
~ ~ ~ y 1 ~ ~ 4 0 ~ ~ t ~ 4 ~ ~ ~ r t ~ t ~i ~ ~ ~ > y w~
~ jt ( ~ ~ ~ 1 \ ~ \ `V ~ ~V ' 6. ALL DISTURBED LAWN AREAS THAT ARE NOT INCORPORATED INTO PLANTING BEDS ARE ~ > TO BE REGRADED AND RESEEDED TO MATCH EXISTING, GRASS VARIETY ON SRE. SEED ~ ~
\ V MUST, BE SURVIVABLE AT TIME OF RESEEDING. o
~ \ a ~ ~ 4 ~ ~ A a i ! a ti t ti ` ~
g j ~ k V ~ \ `v ~ ~ ~ 7. AREAS DAMAGED BY ACTIVITIES OF THE LANDSCAPE CONTRACTOR TO BE N RESEEDED/REPLANTED AND REPAIRED AT NO ADDITIONAL COST TO THE OWNER. w
a
~t ~ ~ i 8. ALL DECIDUOUS TREES SHALL BE LIMBED UP TO 6' IN HEIGHT FOR PURPOSES OF p
~ 1 \ t w 1 , ! ~ } , CLEARANCE AND SECURITY. ~ a
w 0 ~ 1 \ 1~ 9. IF ANY TREES DIE DUE TO CONSTRUCTION ON SITE THEY SHALL BE REPLACED AT THE p
w 1 V~E'~P CONTRACTOR'S EXPENSE IN ACCORDANCE WITH LOCAL ZONING ORDINANCES AND WITH r APPROVAL.OF THE LANDSCAPE ARCHITECT. ;
a
m m 10. ALL TREES AND SHRUBS SHALL BE GUARANTEED TO BE HEALTHY AND TO SURVIVE THE FIRST YEAR AT JOB SITE ti
j y PLA[\ITING SPECIFICATIONS v 0
t 11. ALL TREES SHALL BE CERTIFIED NURSERY GROWN: BURLAP AND BALL (B&B) OR ~ CONTAINER. SCARIFY AND UNTWIST ANY CIRCIJNG OR GIRDLING ROOTS FOUND IN _
o SOIL PREPARATION CONTAINER GROWN PLANTS. ~ LL
i N GENERAL PLANTING NOTES 1. THE CONTRACTOR SHALL DISC OR ROTOVATE ALL SUB-GRADES BENEATH AREAS REPRESENTED BY THE VEGETATED SHELF AREAS PRIOR TO FINISHED GRADING WITH TOPSOIL. 12. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP, STRAPPING WIRE OR NYLON TWINE w
a
° 1 A 2. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES IN DIAMETER. BASKEf.00T BALL. AFTER SETTING IN HOLE,CUT AWAY TOP AND SIDES OF WIRE w REVISIONS x
S LL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL (B&B) OR CONTAINER. MINIMUM TREE SIZE IS 2 CAL, (MEASURED 6" ABOVE THE ROOT BALL). 3. THE PH SHOULD BE BETWEEN 4.5 AND 7.0, IF THE PH FALLS OUTSIDE OF THIS RANGE IT MAY i BE MODIF ED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO 13. INSTALL TOP OF PLANT BALL EVEN OR ONE INCH ABOVE EXISTING GRADE. ~
a 2. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP, STRAPPING WIRE OR NYLON LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY fNTO THE SOIL PRIOR TO USE. a
TWINE FROM ROOT BALL. AFTER SETTING IN HOLE, CUT AWAY TOP AND SIDES OF 14. SET ALL PLANTS IN VERTICAL POSITION PRIOR TO STAKING. a
a WIRE BASKET, IF ANY. „ N 4. PRIOR TO PLANTING, THE CONTRACTOR SHALL CHECK THE QUALITY AND COMPACTION OF TOPSOIL (4" DEPTH) AND SUBSOIL (8 DEPTH), r 15. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. ~
~ 3. INSTALL TOP OF PLANT BALL EVEN WITH OR 3" ABOVE EXISTING GRADE. 5, AT THE TIME OF P NTI A SU LA NG, SOILS SH LL NOT HAVE A MEA RED COMPACTION OF GREATER THAN FIVE POUNDS PER SQUARE INCH BASED ON LANG OR CONE PENETROMETER 16: WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP
" 4. SET TREE IN VERTICAL POSITION PRIOR TO STAKING. READINGS; IF 50% OR MORE OF THE PENTOMETER READINGS ARE GREATER THAN 5 POUNDS PER SQUARE INCH, THE CONTRACTOR SHALL DISC OR ROTOVATE SAID AREAS AS PAPER (OPTIONAL).. SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY.. ~
' NEEDED TO REDUCE COMPACTION. 0
5. SOAK PLANT BALL AND PiT IMMEDIATELY AFTER INSTALLATION, PLACE 6" OF SEASONED 17. TREE BRACING STRAPS ARE OPTIONAL, USE POLYPROPYLENE WEBBING ONLY. NO WIRE o OR ROPE SHALL BE IN DIRECT CONTACT WITH THE TRUNK. REMOVE ALL TREE STRAPS ~
MULCH OR PINE NEEDLES AROUND BASE OF TREE 6" DIAMETER MINIMUM. 6. THE CONTRACTOR SHALL RECHECK THE SOIL COMPACTION AS DESCRIBED ABOVE AFTER TILLAGE; TREATMENT % OR MORE OF THE PENETROMETER READINGS ARE LESS THAN 5 'a ~ POUNDS PER SQUARE SHALL BE REPEATED UNTIL 90 INCH. a` AND TRUNK WRAP AFTER ONE GROWING SEASON. N
6. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE-WRAP 7. THE C NTRA T - 0 C OR SHALL CLEAN UP REMAINING MATERIALS, DEBRIS, TRASH, ETC, IMMEDIATELY AFTER ALL WORK IS COMPLETE AND REPAIR ANY DAMAGES CAUSED DURING THE 18. STAKES AND ASSOCIATED GUY WIRES ARE NOT PERMITTED IN STREET RIGHT-OF-WAY. a
PAPER (OPTIONAL): SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY. COMPLETION OF THE WORK. N z PROJECT#:OB•4083 DATE: 911109
v 7. TREE BRACING STRAPS ARE OPTIONAL, USE POLYPROPYLENE WEBBING ONLY. NO WIRE 19. TREES LOCATED IN IAWN AREAS ARE TO BE SURROUNDED BY A MIN. 6' DIA. CIRCLE
a OR ROPE TO BE IN DIRECT CONTACT WITH THE TRUNK. REMOVE ALL TREE STRAPS I OF PINESTRAW MULCH, 6" THICK. ~ DRAWN BY: dWE CHECKEDBY; ET
AND TRUNK WRAP AFTER ONE GROWING SEASON. EXECUTON w TITLE 20. ALL PRUNING SHALL CONFORM TO THE METHODS SET FORTH IN THE CURRENT TREE, ~
1. THE TIME .FRAME FOR PLANTING SHALL BE LATE FALL OR WINTER (NOV. -FEB.). TUBERS, PLUGS, AND LIVE STAKES SHALL BE PLANTED BY HAND. 0 8. ANY TREE PROPOSED FOR PLANTING ON THE STREET RIGHT-OF-WAY MUST BE SHRUB, AND OTHER WOODY PLANT MAINTENANCE -STANDARD EDITION OF THE OF THE ~ AMERICAN NATIONAL STANDARDS INSTITUTE AND CITY OFFICIALS. PRACTICES ~
APPROVED IN ADVANCE BY THE CITY ARBORIST AS TO SPECIES, SIZE, AND LOCATION. Z, N0 SEEDING IS ALLOWED WITHIN 10' OF THE VEGETATED SHELF. 3 a BMP 1 WETPOND
21. ALL PLANTS MUST BE INSTALLED ACCORDING TO THE MOST RECENT LOCAL APPLICABLE ~
V. GUY WIKtS AKt NUI I'tKMIIItU IN 51Kttl KiGHi or-wAY. 3. IMMEDIATELY AFTER PLANTING IS COMPLETE, CONTRACTOR SHALL SPREAD STRAW OVER PLANTED AREAS AT A RATE 12 - 15 BALES PER ACRE. CODES AND ORDINANCES. ULAN i iNU VLHN
22. ALL ABOVE-GROUND UTILITIES & BOXES SHALL SCREENED WITH EVERGREEN SHRUBS. ~ SHEET
N 10. TREES LOCATED IN LAWN AREAS ARE TO BE SURROUNDED BY A MIN. 6' DIA. CIRCLE 4. THE CONTRACTOR SHALL CLEAN-UP REMAINING MATERIALS, DEBRIS, TRASH, ETC. IMMEDIATELY AFTER ALL IS COMPLETE AND REPAIR ANY DAMAGES CAUSED DURING COMPLETION OF OF PINESTRAW MULCH, 6" THICK. THE WORK. 6
0 5. THE CONTRACTOR SHALL BE PRESENT DURING EXECUTION TO ASSIST WITH PLANTING ZONE LAYOUT, INSPECT SEED MIXTURES AND OBSERVE PLANTING TECHNIQUES. 23. PREPARED BEDS AND INSTALLED PLANTS SAUCERS SHALL HAVE POSITIVE DRAINAGE J AWAY FROM BUILDING, RETAINING WALLS AND OTHER STRUCTURES. w
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° ~ REVISIONS
g PROJECT: Whispering Pines - Fi x - ~ering Pines -Food Lion o 9/1109 15T REV COMMENTS
N Total Area 11.5 ac Pre and Post Development Flow t o _ relopment Flows ~
a Imperwus Areas z 9115109SECOND CD SUBMITTAL 0
s Pre Development v Building 1,18 ac includes future buildout of Food Lion and current retail t ~ 10126109 MYLAR CD SUBMITTAL
a roads- arkin 5.4 ac includes future out arcel ime rvious at 70% of area and and area. TR55 SCS method 6-HR SCS 24hr o
a P 9 p ?Ae p Drainage Area Dr sidewalk-patio 0.23 ac current patio ~ainage Area Drainage Area Impervious Impervious Total Area Time of Pre~Development Ftows a
~ Drainage Onsite total 8.81 ac Basin # (ac) Onsite O~site Area Percentage Concentration Q{2) Q(5) Q(10) Q(25) Q(1} a (ac) (ac) (ac) (ac) (min} (cis) (cis) (cis) (cis) (cfs) o
g %impervious 59.2 1 9.16 9.16 0.00 2.00 0.22 9.16 20.5 2.12 3.61 8.76 9.98 4.22
.o 9.16 2.00 9.16 n
BMP 1 WETPOND DESIGN CRITERIA Total 9.16 a a~ 0 a
N Post Development N z PROJECT#;084t183 DATE:9~1109 nt
N SCS method 6-HR SCS 24hr a
N - .o Drainage Area Dr °w DRAWN BY: JWE CHECKED BY; ET ~ainage Area Drainage Area Impervious Impervious Total Area Time of Post•DevelopmentFlovis >
Drainage to BMPs By to BMPs Bypass/Undist. Area Percentage Concentration Q(2) Q(5) Q(10} Q(25) Q(1) ~ TITLE
Basin # (ac} (ac) (ac} (ac) (ac) (min) (cfs) (cfs) (cfs) (cfs) {cfs) o ~ BMP 1
0 1 11.50 N m 11.50 0.00 7.96 0,69 11.50 5.00 50.21 66.02 77.31 94:06 43.83 ` a DRAINAGE AREA MAP
J x
Post Development Routed Flow; it Routed Flows 0 20 40 80
a N O J SHEET
N Drainage Area Dina9a Area SCS method 6-HR SCS 24hr
m o Drainage to BMPs to BMPs Q(2) Q(5) Q00) Q(25) Q(1) (IN FEET) C9m2
Basin # (ac) (ac) (cfs) (cfs) ms) (cfs) (cfs)
11.50 N 1 INCH 40 11.50 0.62 0.77 1.31 5.21 0.56 FEET

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24" MANHOLE _ , pat twatoGEe nor stasROUtaoEC sr pAVESn~r 'r'
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- NOT. TO SCAtI: l
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DA7B:10.23-01 pATE:10.23-01
IS • . A~HALT - WQBI BipNk EI PWlS ~ ! NBti, EXCJIYATEp ' I'I
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COYER . ' S fql. y,,,a. '
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CARlRER flPE. W~Tii :INDA! ~eAEa
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CAS~iD LENDSH - gEE pLAIIS 9~DINe TOOETSTA9LEPIPEBED
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SEE $PEClFIC~ITIONB AI~T}~FULLWDTHOF . . FGRCA8Wr7HICKiJE83 OfrONLINE
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TISSDUCfB~EIlt~PFA'BtYBEdLRI~RAIl~9 DEt4` xmtotrescASa~cs i~RPRE.43UREPlP~ W
• 2, BEDDING 9HAEL BE SMOOTH TRENCH BOTTOM,... , NEavr flurr sTEEI. SKIDS (a} F---
OR CO1dPACTED LOOSE Fa.EMATEI8ALA3 . REOUiRED TO PROVIDE A FIRM, STABLEAND
UNIFORM St~PORT' FOR FUEL LENGTItOF PIPE.. Q-
. 2 TAMP EVERY12' UFTWfTFi A RAMX ROLLER coMPACroaoRV+rAC?cERauMP~Na,sAacTAMPER. E D (~"VC and D.I.Q. GAS Z
. D' D L NOTTOSCALE TYPICAL Bt3R(NG AN SPIDER ETA(
5 ,6 - TpR'NOF SOtTI2~tNP))VVES NOTTO SCRLE• ' ~j/~JA F
C9.6 TOwxo>~socrrs~triis DATE:NDV2004
DATE; Nov~04 ~ Z
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rr0ulb 0 ~'I00'Y , r p~ Q~ Hkpardment of Eurjronment and ~tatarat Resoarcea i~il V ? ~ ~ _ ~ I~
Pub ~c "YVvrks - , > ~ H9ivicion of'9fater Qna0ty ~ ~ cn
w1L~w,mooracountyrLC.gov . F1owA.cc:ePtance,rhe Shops at Wt~ispamugl~es, ~C o ~ Plow Tt'ae~agJAcceptaace for Server ish?rt Pewit Appiicaeiotts ~ ~ ~
• 1March27,2004 ' ' jFTSE-l0/b7) N
P tk Box rgz7 p~ . Carthage NorthCaro&na (9x0}947.6315 f?'afe•pfione) Project.A.pplic~ntNanie; 2.
f9jo)947•r8sz f.~~'shrttle} ' ~ Project PIame for which flow is being reque~ed° ~ ` ~n 2S ~ ~A°"'"a"
w • o • p • Moretltr~ one~iSIr1A107mpy Ber¢quiredfor asingle project ftlre owrlar ~'tla< tPR'TP h not responsible for all
N Sttlrxrely, ~ • pomp staflonsalongtheroaaeafrhe,proposed wastawaterflat~.
March/+1,2QV7 « MU01tS C . ~
' T. Complete tfiis sedian oaly if you are ~ ow~rof the vwastewatei° tatement plan. a
a o Mr. PdwardTang,-P.lz, • a. W4trTT'Pacility Name; (~r,o ~I~+aa' ~ ' ~a: ~ o
o '(ASP SAS • CotBity)3r 15401 ~'estonlrackwaq b.WVJ1P~acilityPetynit#:~3"75Q~ ~ ~ -
• a b . Suite 100 , ' All tlonrs are in MGD
CatyNC27513. a C, faCThty'8 pet#nittedflow t!e~'~ . d, E~matadabligated flownotyettributaryto the WWTP ~ .
W - . o _ _ , e° GVWT'P factttty's actaal avg, flow w
v _ f Total flowfotthis apeciflo request
Ca: 13zant S4Ces, W6V1P r SUp~tBIItle]Zt , . ToWnEngmeer, Tov~n 4f So~fl~tz Irutes rori33tandent g, Total ~tual and obligatedflowsm the faaitity fSoutl~tzPines h, Perceatofpernti~tflowusaf
~ 12E: F1owAcceptancetet~forTheShopsatWhispeiingPinr~s, "
o ~Pinee,NC. WSPPraje~#08.4483 ' Il. Grmpletetlds aecdonfor each pomp staflanyou arexesponst~le far atongtbe mate of this o ~ -
it ~ . _ .o lsed~flow. w N
TheMaor:rnaCo Wataxl'ollttt~onCo~rolFac>7i 1JPDES#NC 0037508, . tmty ty, ' latst pump StattOL1S located betw~t the project connection point and the WWTP w REV151oNS
° has e~aiaat amai3ableto comlditl~onallYa~tup to i7,b13 gallons per dayfmm o 0 H1C it~projtX~, 'i'bis ltrdoas notrt~ttl>~ capaClt~ OPC~ . Pump Station Name A x, C x
Dol~i~t owned ~d b a>tl by #be Town of Soaibem~:Pines, i _ ~ - ppro ap~ity, b1 rCD Approx, Curr~t Avg. - 0 911109 13T REV C~N~NTS • l~ity.Flow, MQD o
a 0 '3115/09 SECOND CD SUBMITTAL
Ibis pxajec~Yn7lbereginred to contptywi#halt afioatioas andre~wa'trmeBfs of the - {
a TowuofSouti~n NCandAWW'AStandards. ~ ' ~ 1012tiA19 MYLAR CD SUBMITTAL a
0
~ : Upon completion of the 1fxKl project,the apphcant'S ]3 to plrovide otu . • w
m OffICe~Vtt}ttliCfotlowmgltemSt z • N
N 1. Ceztifiaation of Cumpietiott~ d7
0 2, CompteteBetofAs Btu~tdx&wIugs: . a • -
. N _ q . l~C anon Statement; a
N: d) ' If u bane any 'cans ~comm~tspiease c~li me at(910)447.6315, • . ' Ya ~ ~ I) ~ ~ ~ PROJECT#;08-0083 DATE;9111 certify that, to the best of my ~nowtedge, the addition of ~e a
u . ~ - • a volume of wsstewat~ to be pamittad in this project hss been evaluated along the mute to the receiving d `n~astewa~r treatment f~iiity and that the ftow.from this project is not anticipated to cause any capacity ~ DRAWN BY; JWE CHECKED BY: Et
- - related saniiaty sewer overflows or overburden any downstream pump statkn en route to the receiving ~
#rcefinerrt plain under nortr~l eircuras. This analysLc has bey petformed in acooldance wide tacal ~ established poliei~ and procedures asing available data. This c,,,i' 'cataen~appltFs #o those items
8 • • listed above in S ' ns d,I[ f i m'
~ _ i • of at party. signatureafthisformiridicat~ N WATER ANQ SEWER
Properly Management::.. puBao UtlaBes Solid Waste Wastewater 7r~tmen! I'Mant sl ~g• csa! ~ tangy ~ ~ ~ DETAILS
- ph • f9ifS10d7_2Q01 of _ fMntn.n cn~ e ~
karvicw wrw rn viv i,mn Ph 910 13146 N Fax- (910)9412904 Fax •(810947.1992 FaX • (914)9471992 Fax [phone] ~.a.
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(Cal,q~eB~aVaw) (IlugedMrdrA~AVdm) 1. USER`FORD2"~lA5SADAPTEA"ATCOI~IECTiOH , • ~ ' • .
NOTES, p 70 VAIVE, IF AT ENDOf 2"PVGWATERLiNE: ~ , ~ >3 ~ 1 . ' kUNUDIANUL,t 2. USE 4" 9tAW-0fFFOR MAIftS IARGERTMAN 32", 'r~ P~-
ti~aahMeterBe#er{4'BA~76I3d1.66k0&D} (Dud~aokYikat,4uemhb,lppretrd) 1/s~A~Or$8tet(V>8~$.7&13.11.65k0111~ . ' tAadf~tYalv~JAApprareo)' 6fE F . - • 7-inehl~grsegertVBl~m-1s11~rrF+OY<Dy - . . a-a~,,ra~tYa~7rasasm - _ . T
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' TO ~ •
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• ` : - ' 2: pfl DUCfltE IRON AiAllBE RANt~i PIPE. , ; • 24'x21'x8"(!~K CA31'CNPtdICE ~b cnsx>NH ~
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_ STRUCTION"
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24" Y~V6I BOX ~ :
TAPPING . VALVE '
sPPra ~ • ALLSTA%V1E98S'iEYa. .!'s,'.yse £r . SCRBP/TYPB
TAPPINGSIEEVE T VAL • CAS 1R,ON V$BOX . ~ ,
.i; a• ' 111~~1~ --INIIIIL
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, I~OCKRdp ~ . ~ ,
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• Yee . ? : e : o ~ • MECHANICAL JOINT
s~TlcYxwx S CUBIC FEET ~ 7, n,a GALE VALVE: o,wneres TBYALYS ~ CONrrRETE MIN.. , ~ u..~
• . y, . : i i . V1EaRiYN.Y818AA1M8lftS01ffi;ORI~IDI SPOOtTPlB03 • ` AZxNpRYALYBTO'1xp0RRR~lYlix ~ ~ ` " ~ .~1EI~1RltBAC®RODE
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I • I , ~ LB.BAGOFB , . aumlrxan oonde oo~ wtt~cWns oe II AC~$T8) r f Z JN°
' I . . TA~~ING SLEEVE SATE VALVE ASSEMBLY tip ~AVaw~rrn .
I' . ! N V • S ~{BLY. • , ! NorTOSCALE o ~ 0. ~ ~z:
ME 'VAULT DETAIL ~ • ~ T4 scALE • 1 - . ~ . _ GATE VALVE A SEMBLY
~ . I . _ , , • ~ Z
. . • NOT 70 SCALE ' TOWN OkBOUN P1tVES . ~rowivo~s0u~r?>~, , , ~ ~ ~
~ TOWN OF ~tTl'.~tNPIIVES ' DATE: Rev.. TOWN OF SOiJ1'IIE7iNP11~S ~
DATI~ oEC~ 2ona . 482064 ` ! 1, r+ DATE: 1U-23-0[ '
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g 7 q1. ft. ~ C G1TE VAVE • ~a5rs'~ • ~ ~ 1 AfA 80x. ~ ~ ' 0 9!1/09 1ST REV COMMENTS
S ~ ~ Q . 9115 ECOND CQ SUBMITTAL
810N PpE ,~rz M1,~.r .S~ 0d. , • 4; T . ~ 10126!0 CD SUBMITTAL .
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CONTRACTOR TO SUPPLY HYDRANTS >MTH TREADS PER PROJECT: 3 DATE: X110
' ° VILLAGE OF 'WHISPERING PINES SPECIFICATIONS.. CONTRACTOR T 1~i~.Att,S~itB~1VDS DRAYVN SY: JWE CI~CI~D BY: ET
Q TO CALL WHISPERING PINE5 FIRE DEPARTMENT FOR THREAD . d ~ i SPECIFICATION. L7Y1~TdWIxB~D>TDY1,Aa4~'AiAS~Rar1iS~
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6; NOT TO SCALE . I . SHEET
N TOWNOFSOUTHFAN POM TOWN OFSOUTEMMP t N
M DATE: 10-23-01 DATE. 10-23-01 0 7i 987
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A e' wi~ITARI eo' IJrJC ro s~oERalx y c~ fit' ~ ~
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mAr~sE actin SSE EtBVAiION ~ C~u1BINATION CURB AND GUTTER
4' i/8" RADRRi s 1~ , ~ ~"c"` aa, h~ IC IAEW N aO N!T ~ N
t iA- N .4' f~6A1 d1 m UI~ N $EC7(OW 3-S /s
JOINT FStER t 4 SgEMMLK St~FACE PLAN. . • , Ps ? • ! • ~ ~ Nt MM1 If~R' W1Y ~~NIIR ~MANI~1. i~~ Z
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• e ! 2 ifON'~11'IT8 9LOMm~AA tY~AdMf U9~.j Z. ALL 1p BE FNIfS~D IMiH d~tNlO COIA+OtlI~ 2 t t 9+Atii9iG MN.L 3 4 [ ooew.o~ ~
3. ~Sil ALL CONCRETE 1SA1 fXIRRIO COYPOIRRI. 3 A 6-tnd: OEPAI O3 AW AT IACA1fOtRi CF ORRkYA4Y C9.8 _ aroma MEI BDrEr Rrna~ - C9.8 rAMrr aat as ,,alrmra
~ B~T4aF2.FOR~MOf,
STANDARD. CONCRETE. CURB AND GUTTER ~ STANDARD CONCRETE SIDEWAIdC STANDARD METHOD OF ENDING CURB AND Cr'f~'TER TTER STANDARD WHEELCHAIR RAMS' C ,
N Ilq~ ~
CEieRTARE aaa Muu aAal s'-a' M tsRml AMp PINt fR1Rl aP fMe ~ PlAfOk ~ slaMM aM OETAL caooa~, f s z ale awr MAY Re
` RAON~ A i-1 DfEP CUT 9illdJ. ~ ldLOw N OgAR aR AMY oaclt wMl A iaec I~NiRABT RAtMR . t.CMILK YDifB M6 OOIilOIMAAOM VMRY NR MUfi t7011CIMl ~ 1AAFfl6 CIgfON':STAi0NI0A.. ~ .
MADE Ti0 BUdpf Of c CURB MID 'IIRN PMGIUJ7. Wflll ' 10 BE REIi~D MID:ItEPIJ e ~ rMnaM ~i``~~'~ rw~ Rq~ ~+aur~ A?o wa
OUTAR I,NR ANIEE (Jj"wOI~WB,OAYs 4 ~„O• . M~MB DAY$ ~ A A)t~ Ilit SAT ~SIAMTT Cpi~ICMO?H'!~ PROIM6 PoR 1FE ~Y . ~
AND 13 i-t/2' DEEP SCORE a°°~'~~°f~fiwtar~ ~ a a~ au~ ~a ax ~wYa~ ~ wry air >r~a ~ ems-
~ NA1tBtAL 6R01R~ f~f/2" DEEP SfkMfE 'bB AMelrQA1WIM1N OISAIMIIEB A4'f of iMp pf1tlA1610 M8 fMRt OYE GYL ff10MCA0116 SYINC 1G A109E W PMl80Mi ON TtE RA81S NAfpNAt QRMM pID RFt1010N UMMB iNE qMl AIONfS ACt OP fi6A fMefE tAA1B RAMPS NAVE MMI ,
$ « YO~LY fA1M fME QM~If ADA 81fA
~Q+ rn~cai. _ >ES NOflE 4 ~ MIOYfEi MB'LGiAM RAIPB At LOQAIMMS AB bIMAI pl 1NE PlAMB OR d$ MY fIE 8101M0L LOaI~ RAYPS AS DS16CIFA RY AM
W ~ a ~ ~RAIPa~~ ~ PA M~B~ ~ ~ 1~ ~ NOT LIMi 8U9E Y R~ET GPIMpIf a. PAY POR ALL VY~IA6tE oerfx t:aMCaefE uea PGR aMSnmcnaM ~ wM$aaaR MAMas AS ooMCl~ RAMPa pa roaJ
~ ~ a vAr PoR Au. aPPae~elt aAM>g Ar IM~uaurl RAMPS As ~ fMK aae Alp IpE4 AD1AaMt fo M3 ataa pq, ~ ~
r•i NOT TD EXCEfD $f . • M 7. IS QpI~FRPA FUU. COMPOISAf10M Pql Alt MAf6tlALq IAROR, Yi f00LS AD NCmRAIS I>elEiRRARif TO SA'pS/AGRAIaY a°~~ ,8°v~aoa~0
+~'6®oa~~~~4'~d a oo Mm aax~ as Oan xa~E aM nle ~ RAfP M MEtAf10M91S? ro ae aMAOS a fMe s~ ~ Qc~ ~
' M f . ' • • ' ~ a tIGIMfAIiCt /IIFSI,gMIR RAMPS Id' CR SAPAfSIf PMI MIAt RAMPS Aiq Od' (A'~ t>R SPeAfRt PQR Ob1od11Y. RAMPa
- to USE gAS3 `S' fSAi A M?EfA11J(PAAIiI M OROBt 1D OBGM A MOUpI NOM-SYIq 1fPF. SINFA~ c
A~BIO. ANDMBI JO' OUAB MM AIITfER RADIUS 6tITiER UNE 45' ~ BREAK (AS P8t OETAR. Q300A0?~ ti PtAI>E A EAMANIOM aoMt RMeRe AE Rx~aws RAID A fIE BIAS A!q A8 9gIM q! SRUOARD oErAe. Mrooac'f. ~ ~o°
~ ~ 1S. PtACE fNE MROE PEC~TNAM t!Il8110 CLOMR M 'RE NMM~A011 /Y AMEC>MD file 1M9tlECIIMI RA01, MIMi At#Afk111~H aF A ~ GFJIR tdfa M iFE ,gyp VEtNpAAR 7RMAfiAV1Y 1MDI pfi RAMP IS MSRILLJM. (8A'8 NOfE f7}
to OOOAOMATE 1!E GM19 dlT AI0 fIM PSAkSfAIAM CRIf iMeS SD AM FLOOR OF f11E RA1N' 11E1: PALL fNRNi 1FE PeCESUMMt CR06iMlIiK YISCa PLAOE OOISOINt WYIB fAM1 PLAA9! ZMES SD ~ OF FlAt IS3glT GNI9 PAILS fSMMI fNe MAR1pISS ON 41141 SOE OP RIE fLARSa
- 9~ 00lISARICt fMe PPOP8A4All IS106SRAUt A YMMUtI OF i Pfft A X11 RpAI OP t0 P',tT OR OREAf~t RI OI~IIRLE.
• - ` • fa ~ MoAaultr P~aarDM~oR a~a~""'Oi~Mlre~i~u APPROA~OII IaROq 41E~m"P~is°s L~MEMfo a EL D FAR
AU+OIfAEIE UtggKMIS 1. CURB NO OUi1FR SECIKIN SNALI. BE Rt AA?ICE iNAI _ ~ N ORNIEr1AY MBItII APPROVED BY'88:10~ PARAIIH. m MM~i o~°"~owAr. 41 fa f4dRM1A1E A wNwMiM aP so Par eAnc ~ oR 8 C UCTiON
OVAL RAIN Wldl.~.~««.~.ANY ~ n. rua ALL PAVRxRT wAr4alos M AOI%IAOANCI: ¦nl AE IAfFAr Roraon oP fIR MAMUAI. a? IMM'OAN fRAPPAT
FROPOIRD IE1fLgIAR RNN OIAOONM. RNN NAOE.NAIL 2. RT PEICENJJt CUT IS RTIFIRI 1E" FRON A JOBIL 1}801 'III C9.8 RMN a Not Paa~~selE C9.$ PMUWB. CUT SNAU. BE 1UUfE 10 THAT . ~PROP~ aR FURIAE SBEMMK: FOR Nklr OONBNgICiIOIQ C9.8 ~~a ~PUaus~ stale Peo~u. Mlaaar noM wa alE Mosa~ cARO~+w~ Gg.B
STANDARD SHOULDER SECTION... ~ STANDARD METHOD F Q REMOVIAiGEXISTINGCURB STANDARD WHEELCHAIIt RAMP J CURB ~ STANDARD WHEELCHAIR RAMP
WITHOUT SIDEWALK (FOR A DRIVEWAY APRON INSTALLATION) i~

BROCM FwORI
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• w~. =I I I BALL FAStENING HARDWARE,.. TD BE
NON-CCN2RdSIVE ~
&Lflt7. .I I aCQNTRACTGR SHALL. USE 8p.. GALVANIZER ~ V
2~ x-8" SIDING NAILS GR 2` GALVANIZED SCREWS ~
6. 1=6"• - ~ ~ ~ ~ - THRQUGHOUT~ ~ ~ ` J ~
BALL WOOD MEMBERS SHALL BE TREATED, W ..J W
ri ~ Z
3-2'x4' TREATED - J N N
INTERMEDIATE RAILS ~ ~ O. <(a ~
o - COfN+ACTS?D ~RAIDE 8'-0' TYP. OeC, FLUSH TO BACK aa. ~.,.P 0
OONDK1l dOMTS AT ?3' SPACBK; . 4'x4' TREATED POS~~ AS SHOWN, ~ , ~ 0. ~ ~ ~ Q 0
t~ ~ ~ ' ~ ~
C9.8
R C9.8 1'x6' TREATED ~ LL,I _ ~ P L. A N VIEW ~ FACE HOARDS ~ `,I„) o~ ~
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t2' W!(t~E. STANDARD METHOD OF ENDING CURB AND GUTTE R ROLLED CURH/SEDEWAIK NTS ' ~ a
. . - 4° 8"x4° INTERMEDIA ~
N a RAIL
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V3 J 2'x4" INTERMEDIATE ~ ~ RAIL (TYPJ ~ -
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LINEAR PEDESTRIAN RAMP _ ~ PRO~CT#:U8~44B3 DAtE:9f1~9
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PAVEMENT DETAILSECTION ~ 8° PAINT --RADIUS CAP, SMOOTH ADIUS CAP, SMOQ'fH ~ . s~ PAINT & RAINT tD N
COMPACTQR PAO CONCRETE_LOADING PIPE'6 X-S1 --PIPE 6 X-STRt~Ci PIPE 6 X-STRONG 0 ~
45~ PSI CONCRETE AREA ~u ~-m .WINT FILLER PAINTER. YEL FILL SOLID Wf CONCRETE FILL SOLID W/ CONCRETE
a PAINTED YELLOW PAINTED YELLOW ~ C N
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SQOT ELEVATIO ~ N * PAINT- ~ ro
. SEE PLAN C
Tn~u AIR TO M nE't:'il~""'-" AIR TO MATCH PIPE 6'X-STRONG tFILL R a .
' . ~ EXIST PAVE! REINFORCEMENT BAR. L01+IaTiJDINAL ' . EXIST PAVEMENT WfCONCRETE7~' PAINT
' $ O TRANSVERSE SPAgMG t~ 6-INCHES N _ 3• s , . ~ • . t?r~At 4 C~IPACTEO ABC 3• _ :SAFETY YELLpW~ F*
B. • . , mcPa _ COMPACTOR PAD- , , CONCRETE ASPHALT ~ " PAVEMENT ~ ~ .
• . ?ri• DETAIL ~ y.•4 1f••
•
N _ , _ ~ • • . a.^', 3' ABRASIVE i~ O .
r 1R139~i, Ti~P, , . ~~•s ~ ~ ~ t4) HILTI .HIT HY 150 I~V+ElGANCHORS?~! ~
carACraa COMPACT~2 PAO CONCRETE. LOADING` ~ e , ,
~ 4500 PS! GONICRETE AR ~o • Jt'XNT FILLER ~ ~ W • 4 ~ 'a. .
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g» C E ct1NC,~A1+S LG • t4) x a-4. LG ~ PL ~"x14'xi'-2'
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PIU. vtTM trmrr c~oui . ~ 3 _ n~nw NANCIm11t. tlrr, °
w .,°,r 5. 5• ~ ~
sPOT ELEVAT~w
3EE PLAN
B'-p~~ 6 GONG RAMP SLAB FLOOR MOUNTEp ~9 ®p•~~~
4,5OOPS~); WITH w2.OXw2.O GROUND PAVEMENT MOUNTEp INTERIOR/EXISTING PAVEMENT C9.9 ~°NE L
CONCRETE STA{RS WWf, ABOVE 4" OF COMPAG'iED ABC ETON 4 ,COMPACTED ABC , , ~
C9.9 PLAN
C9.9 . GENERATOR PAD DETAIL L ED FOR TYPICAL PIPE BOLLARp QETAlL 0 TRUCTION`
NCDQT 59.5A SECOND UFT
NCDOT 119.OB I NCDOT S9.5A CONCRETE 4000PS1 28DAYS PER ASTM C-31
BN{E skw. H~ A Apt P FIRST LIFT PONI~R raAt PNRSMI. SECOND i.IFT 6x6 W1.4 x W1.4
s. coNwoEtE A?RRlORS sNAU. ~ PR1EU YARi wa~At RESSUU~r
Atl sRe. oa?o~ StW1 BE ~ NSI,oEp. TACK' COAT NCDOT 59.5A W.W.F. (STOP ®JOINT} FIRST UFT 1/8 X ~/4 SAW CUT
d' .5 ,5 PRIME COAT FILL W/ DINT SEALER
20' ON CENTER 2" PREFORMED. KEYWAY
•t` ,.v• . i . ~ Ise. SIEEI PEE E1Ugt• PRECAST • t y~ • ,
G T C
• •v,..1•. ~ N T C
_ . . •
~ III ~I I ICI 11.-1 ~ ~ ~ 4~N~ ~ I-- ~
N4 E ~G M ~ ~ . • yep yy perry JA n~ .I 1 s 0•. • • B~A 21t~~lB1EEL: . ~ , BASE PULE ° r • , W/2-~!' WEOOE ANI~E{ORS 10Q~ ASTM 698 - /:ww
.-aII III`ili-lil~ill II1.-1I~1I1=1I1=1iI - d
,t : EXIST PRECAST . i ir. . ? . e. VAU. PANEL. ! •t• y • 1. III ~__e~_._.___ ~I I I=1 I I-~ I i i Lei l Lei l L.-C I Isl I ~l i U
• s ~ ~ . d. FDti . e •.r.R.. ! s ~ . i ~z
/ ° , A., ' .
. . ~ \e~~ ~e? Au LL 95~ ASTM 698 °/\/e~\/e fe/ / / / / ~ ~ J o~ y°° °ie°ie°i°°i°°s °e° e`~°°ee°ee°°° ~ W ~
.
. - C
BIKE RACK DETAIL HEAVY DUTY PAVEMENT EMENT LIGHT DUTY PAVEMENT ~ ~ ~ ~ z
w - (PARKING STALLS ONLY) CONSTRUCTION JOINT ~ ~ ~ ~ ~ W
ASPHALT PAVEME ALT PAVEMENT SECTiON(THICKNE3S DETAIL ~ ~ ? Q o
TRUCK LOADING CONCRETE DECK DETAIL ~ ~ ~ ~ ~a
W Um=
NOTES: ~ / ~ 0. _ ~ ~
GONCRETE STAIRS LANDING -SAW CUT JOINTS VRTHIN 24 HOURS. CLEAN AND ~ 0
SEAL-FULL DEPTH AFTER SEVEN DAYS. ~ W ~ _ -PAVEMENT SECTION SHOULD MATCH THE GREATER
a OF THE CURRENT GEOTECHNICAL MINIMUM
4 5 RECOMMENDATIONS OR TENANT MINIMUM THICKNESS g a ~
C9.9 SPECIFICATIONS ~
4 C9.9 ~
0
lil N t
~-o` SEE SITE PLAN FOR U:
wALL LocaTloNs z • •a . • 4 E ~ a ~ _ ; ° IF REQUIRED . a
N e ~ ~ • BOLLARDS
r TW PER PLANS e •
• e , o •r
W o .

~ ~ ~ REBAR ANO GROUT .a • ~ AS SECTtON B i ' •6? • . ~
•4. s . BW PER NE WALL BELOW GRAi~ •
tiwTH A earn I~AIBRANE , . : e , . • cx~N wAtERPR4oFBrc 0
ti a'YS"fal • d o a w
CE PER , S pl,pN , ~ REVISIONS
DUMPSTER WALL SECTION NTS S~EwALK a • • 0 9!1109 1ST REV COMMENTS
4 - USED AS A RETAINING WALL _ . ° ; _ O
•m ~ SECTIarI A , a e _ 0 919 SEC~+ID CD SUBMITTAL
4: . 10126!09 MYLAR CD SUBMITTAL
~ B'-0" TO T~ OF WALL FROM PAVEI~NT ~ ' • 'a 0
BfECK 5t~.D1ER C~lRS'E a ~ •
°o ~ ~ t • ~ $ i 12 " BRKK~CC AND e ` i
P BLOCK WALL DUM STER WALL SECTiCN NTS 4, ~ .o MATf2i ' d ° PER tlRNgc PAP o. °
WITH EXTENDED WALL ~ 0. _ - ~
G ° . o SECTKlN G BRK~( TO MATCH ApJACEI'IT BUp.O~iG OR ._.......°.y T REti~ORt~I ° + • . . PNNT® BRK~f WALL TO MATCH ,
i ~4 01 O C o N ADJACENT BUILDRiG , .a• PROJECT#:06~3 DA1Tc9(9109
. a A . Q s q DRAWN BY: JWE CHECKED SY. ET
a GROUT FILL GMU t2:LLS, , 4 t ~ CON{2~TE PAVEMENT 0 8AR I.OCATK~15
~ DUMPSTER WALL. SECTION N.T~S, a ' • e ~ ' ~ } PER DETAIL t REB1~2 a , ~ . TITLE w
N NOTES: 1•-O" •e, m
m a
I. WMA IU MAlQi IME EX-MMUK OF BUILVING „ 4' v t/2 EXP. JOINT _ d.
I METAL GATES To BE PAINTED A COLOR THAT a;• 4 BLENDS WITH THE EXTERIOR BUILDING WALL COLOR. v ° a 4 SITE DETAILS
d : & 'SEE PLAN FOR WALL LEfCaT1aV& a r o/c. DUMPSTER PLAN N.T 2 PLAN (N.T.S:) Cgs SHEET
x CHAW R a 4
o SECTION 8 0
N M W
. fA ¦

- m CO
• {2}-4"Cap t~dts ce 4° Cap UNt L Q
.Place Addittonai Pieces of Geognd , {1t.e•c~,u~t um Q ~ ~
When An le Exc~ecLs 2O° 9 v ~
3" of Soil Fill is Re wired Befvuesn q L
Ov~'la In G rid for P s^,M'~ Low Pem~abie Sal Keystone cap Unit pP 9 ~ 0 ry M
Anchara e T . 9 4 Yp)_ / T.W. PerCuatli Plan y , ~ ~
A.4r4•t~ •p;''tt, 1. SecareailCa t~aVAdItCB Add~onal Drama F~II .y" ath't^•nS ~ 1m ',n:4 P yatoae n, ct~tababW~Ceaantevel 18" M" N
~y . •M•IS•4Yf 4S Ln4 •M,•4••'4• H 1 4 •4„ .Il^%Y'tl^61~•'I' Extend Wall Fleight / 2 ~ ~ L •r:w:k .nN 4::? UMt ee.naeaer~ao,~~re V C Z F
t. a „Ji.o44as . • y;1..r •P.r »»e,..4,,. ~ ~,,.•~r~°•~ • To
• • i'~, q ;4 : s Unit Ffil Of WaN StQ Drainage Fill ~ ~ ~"y~?•da °~„~Mrw.~.h`ii4~'n.4..°••f~ a . .w« - oda & pin ca,nection Unit ~ ~ Q
e LMt am' _ ~ tnV~j
'K A••? „p~ Relttfixoed 8oE y ' •4•••4h4• X • L,,,? ~j~
•'4•'14••4»h•" • •,4"4t Limits ~ N EXCaVANOn w°nEr4 a y«i.,~•44'.+• ,44 ;r Q '
,.,~f ww'~.'k. ..«4.,Jda ~ .7 Y a , , Hy » . , canuNtElevaNan . tkuynxElevaga, . ~ O ~ .
•4 Retairred Soil "i"ip . 4.45 • w rl j 4• • Fin~tted ~ ' ~•y! ?4 w N ~ r- 3
4" PerWrated PVC ~ ;4 ;..•w N • M• .W. Per (?rarNng Man 8" (~t~hed Radca 8" a 16" • ? 4 VI®mafa(~t vvl"
H ~ 2 DrainageTi~ Levee Pad
NOS: Elevation fl' ~
1. Check with .manufacturers ' capons ~ unrevisaxa pecrfi ntae: When sib ~ gym, wtaP cartage ` or Cnahed State 1. The ~Blhq~ pad ~ t4 bacottstntaad tJniveraet 84'a~M 5p19 _
on Carr@Ct dir~tian of orientation far tEe in 3!4" and filterf~dc wiVt Faittdafiatt soN l•evel~tg P~ «tphed a ~ z unreirdaad
e rid to obtain ro r siren th. tit~tepe compostte aaggrega~ t~icdmfo 9 ~J P f~ 9 sys~Cn, as dfraded ~Y ge~dtt>ical ettgr~ear. " W 112 x511A° ~am~ewrsanwm~q ~o~i~mami~ a' wava~i ~ .
~Iia ~ PMs
• Front ~Oe 1 Tyvical Reinforced Wall Set~on 2 0 , D~nbfor~malateb~raf~aKEYSPgVEw~ls6ti~e~. N
Compac tNdt ~ NearVal satlt~ic Geo nd Installation on Curves End ~hxltdingbutnof~Nedb~andafoge istla of9~e0an~. Thadadpn~4seed .
9 C9.10 - C9.10 a~1w >halt~ mev+tl~eretdnedme~, of,andqua~yof cadomita
~w~ ~~s, w+1x e- IDrYBf<'s 4ortldsprojeatThffidrflx~g~t~kq O fim~+edfaU~Wa~tcPn~~b', ~P~Y ~
• ~ doa~MAoessa~wnidencaantla~es~aot6e ~ ~ A~wlalaorA~peA,+~~doeedtoatlaastthe ~ ~
y • ' fE' 9QUA1lE CO1N21fffi tof KseW~3y,Mc.
OIClSQEtI'r OOfJ ~ 4 ,i
• tlObOq Ob0 OOb , "
' bb bb ~ C9.10 l.eveltn Pad De ~I Ob 00 Cs.~a cs.1a
00 Ob bbaab CARS`
000 ,~sacrsae$ye
HANDRAIL SEE • ~~~Q~~~~~}~~~o~~
' ' • DETAIL ~ SEAL ~ ~ "
•CIN k {t STANDARD ~ ~ kr~
EXISTING ' SEE PLAN tte wtaoEr BUILDING NG CRaSS 5ECT1aN ~
casr ~ N70N XPANSItNI MATERIAL TYPECAL RAILING ELEVATION .a
1DOD P.&i. CCl~AEIE 1O-,'i 4 CLEAttCUT COVER . Base Leveling Pad Noses: compec ttNt cap unn ASPotN.T OR aoNC~tE l~s SLOPE ST~IJNG~F TED SYSTEMS, INC.
1.Thelg pad isb be OtaE BY TkAFfiC SI~FIICE FAD • • , t, ~ 1t. `•~i: r'r'; }~+j~•5 •ay r ti ' 1/2" SCH. ALE~M. PI S"„O MAX.- SPACING.
calsUtttdectofaus?teds~te v 1a" wultn: 18" :..~,My,.5 CON ,ETE~SI,DEW a t/~ ~ 1a • 101rr • ' CONT EA FACE ~ %i' ct a 000 " tmreVtforced a s . P~ H 8" N 4" r 4' MAt01MA1 ~ ~;.w 1.900 ; O.D.
*iNei~tt 90 N~ *VY~tt' 5f1 Ex ~ • • s'~'••n,~,~ 4.1/ ob•L1,~a - wELD ALL AROl~D SED I=OR t _
2•Tl~ba~fovn~Ortts~be ~ PROVIDE VERTICAL WALL °i' STRUCTItJN
aPP~ed~Ythe~geote~+t~ai SANDCIIJN , ; , " e to ~tlte , + • s. r ~ CONTROL. JOINTS 0 t2--0 BU1a( PAINT : _
' ~ P tn~e d~taur ' ; , • ~ O.C. MAX ~vefittg pad. wn~ ooac ~o 3O MIL TH~IESS !
s ' unit Fie ®12" VERT :~v'?»'S CONCRETE SIDEWALK:.. ~a ~5 • ~ • • • WELD ALL AR04JND "
,•4 • Y v ? • • • • N ~j 300D P.BJ. t~tltElE'tE : , • r . • ' , r ~ 16" H IZ a -s g , 05 1B' WEEP HOLE TYPICAI. END POST
~ • , e" ~ ~ ~ . C9.10 ~ ONLY) FlNISHED GROUND
r `M PtaC , =M i x ~ t 6"X8"X~6" BASE PLATE j
.~'t<-q$ 4 sw OT ELEVAl1ON • ; , cz,~~rrov~rcavEx.ASSI?Me~.~Tica>~a ~ 8" CONCRETE BASE.. CONTINUOS WELD WITH
f~ . . OM Opp TO c WHEN LOCATED OFF 4-~"X7" GALVANIZED ~ .
f; 0•x•44}• e~•W;•;al ORAMd TO GROUND' TOP OF WALL OR WEDGE ANCHORS OR AS AVAllA1#.E IN AIL CAST IN PLACE
Exoavatiat ` wj • r'. r { ANCHORS. WHEN LOCATED
AT TOP OF WALL
8" Cnatad Rock or ~ : s CLR ~ ~rES ®24 TOP
Unra~orced Cnnaete ' & BOTT Levu Pad - ~•'-O" PIPE SYSTEM .~9~QR8.14~.a~~AiL w
9 M 2 -O IF 'rNF-BW is 1 LESS NOTES:
'EXISTING BLDG LOAD PATH i} Ff>LI.OW GEOTECHNICAL REP~tT FOR REC~iMENDEQ PAVEMENT THICKNESS AND
Gom,~tac UrutlBase Pad Isaneb'ic Section View 6 STR~IGTH SPEgflCATi~VS. ~ wi.rwr
+~nVnensiare & wek~ht May v~y by Reaott C9.1 O ' 2) SWL COMP AC110N ~ RECOMMEND PERIMETERS OF GEOTECHNICAL R~ORT.
OTHER WALLS CAN BE 3) CONCRETE TO BE 4000PS~ UNLESS OTHERSWISE SPEGFIED AIR-ENTRAINED, WITH 9 Z V AMAX SLUMP ~ 4".
USED 1F APPROVED BY 4)SLAB CONCTROL ANTS SPACED NO CREATED THAN. 24'-0" ~ON CENTER. C9.10 (jJ J m
ENaNEER
. ~ ~ Z ^~N
Q ~v~
RETAINING WALL DETAIL A HALL DETAIL AT EIpSTING BUILDING ~ Z ~ ~ v
. ~ ~ Z ``Q °
- a ~ ~ V g ~qq
Q ~ ~ _ ~U
U1
N. ~ _
a v 0
a a ~
Vi _ - J a
' 41 ~ -
6 ' - W N
W O
Qr~ _ _ - L1 , 0
s
v
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w fl . ~
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N w - _ m 0 D . O
t N I
a
w e ,3 W
0 N
0 } 0 w REVISIONS
• m 0 9!1109 1ST REV COMMENTS
R 0
C m o arl~ro9 cows cn st~MITTAI.
. . ~ . - ~ 10126 MYLAR Ct) SUBMITrAI
M 0 o:
m 0o V r a a
' N z
a O o.
0o L ~ - !L
N - .
~ ~ ~ PROJEGT~;i OATE:~1109
U ~ ~ _ _ - ~aww av: ~ ctir-c>~ sr. ~
U ~ ~ - W TITLE fR
' - a
3 - .J _ -
SITE DETAILS
'S
Q x
SHEET
a~ 0 o - . N
s0 ~ - C901
O

~ ~ L Q
3 STANDARD M.H. AND DOVER ~ ~
TEJP ~ CrRDUND : LA9EtED APPROpiOAIELY (SEE DETA~ anoao~ .
~ , . ~ i
TNRI~T t'ID.LAR . p r ~ 41 ~SPI~AD FT>OTER SEE 0601~i3 AMD 06D~I4,
TF~+! ADD ' DAq~FILi. ' W M
TVP. 4' •tFIREpDED . ~ ~
- STRAP STRAP iRiNN 9EEC ' COMBODU?T~lt ARt VALE BOA COLLAR ~ ~ ~
DDWN troll ~ PRDaosED vsE N
. CElIV~TE TIRUST BLDCIC BRASS vuv~ C U BRASS pE+E ~ Z
. Y. Q + - ~ ~ •
s l ~E O600ai3 AND 060~d~ s~ ~ ~
y ' 5' NiN~ ADD I~GA-I.UG RETA~Eti C ~ C UN 'c'
AS.°Y~
RL1]l REQUIREMEtdTS ' ~ ~ ~ cN . . , ii
. . D.LP. ~ ~ ~ , PIPING DETAIL ,w ~
. SIZE ID• 4S ~ STATIC TF~IST iN PI~NDS ~ DF IDS ~ . 6+ 4,328. 4
4 ~ ~ ~ v~A~i„E`,~ ISO4ATtON VALVE to ~ SAt~ s~ AS O N
17
+JO'~!'L'!j ? s ^t• ii'r~'~ t 'i.' ALL Pr~INO AND FfTtp~, NI 1HE MANNOI.E. SFMt,. ~ ~ ~ ~ A.r Mw H•. ~ d . ,•,.a.~a::~~t. BRASS OR BRONZE IAVI.ESS NOtED.
_ . N~ . SEE rr+nac OETAL ~ ~ ~ StEPS sNw. BE PRICED te" a~ AS SI~a ~ ~
PS'raD ~ t~s AI~A• 8Y DETAD. 07O~fa02 ~ ~
L STEEL RtID,4 fltgl ~.TS SEIALE. ~ 3/4' NGT DIPPED. WN.VANI~D, ^u CDNCt~TE S4M~.1. NtIT t~IT'ACT" STS at ENDS tIf . 3 1 ~ b 00NCID~C COf~B'YAY BE usEO FoR A0a VALVE C
,err LESS TNAN ~ ~ oEP~tL N' ~ C9.11
3, 18~-LIAR TG !DD"D AT A4l FITTINt~ - lk MA11HGlE Ri1ERI0R SHAtL ~ EPD)tY tAA1FO f'OR N SEVER MN
4, ERlST VSE ~TD.E D~1 EYE. HtE.TS VN#RE 1G ' WATERLINE CROSSING CL1t~LICT 5, NINIt~I CDVER ff 4' 'ta T~ OF PIPE AND 1' VERL SEPARATD7N
' STANDARD VERTICAL BEND STANDARD COMBINATION AIR VALVE MANHOLE • (FOR WATER, RECLAIMED- WATER,. OR SEVI~R MAINS} ~ c
FraMe And: Frar,e And: Cover DETAIL SI~WS MINIMIMI ~
8' A=2'-$' Nln, 8' DD~NSIt~S SEE
. O4 #3 Bars ~ #3 Bars Aii Arour~i en pe . , STRUCTi~ TABLE
Is > 2'-8' F'DR. I~SIC~I AI~~NSIONS a A=pie p,D.
A"c'
~ f~ A 7. . ~ ~ s. A A a CAR~~
E1ES;ffi PRE6BIJNE RELY
agAR y (pt AT MIST: 'IESt)
' TD 8fKIMMOER 81811 oan°oa f L`=
WW7ER MOION 6086 STOp11
r " wA7ER FLOW SWI'R7t nggnqqq iS? RIBER RIPE. iE MOD A L Con r•, v 4
CLEAR ~ ~ AIARN YN.Y@ WITH STATION} a OAUBES ANO RETARD i a~1oe, ° o
. t,.,•., sr. x FDC CNExIt YALVE ~ d11~~ E Br~lc .
. APPRCM~ EfACI(PiAw ~ PAEYENTFR ASSEl~LY SPRMNR9t YALVE TAWI AREA ~ 18' CLEARANCE ON tTyp~> I
INM1mONTK CtA.. r~ m D FOR 4_' (q'
APPRCACN CLEARANCE O . TAMPER SWI1C11 =-I RUCTION
1N~.SLirli C1ASS ~ FLANGED i ~ ~
DP F1i1MMi ' '-J6" A6W8 ° VI
» REDUCER aR
REDUCER ELWOw DwP wMae . e" z--a" tom. ~ 11' wN.
` . MitN oRA~, ro DuTSroE ' SECTION B=B
v v s • BottoM Df Swate
~ w/WIWRWWIUB COARNB All Sides • f~ SD ~ .S~ucture , Depth E F
aL PPE ;.•a ~ Shadow 0'-4' 8' 2 Chan er at~t exposed edges
< ; #3 Dowels (~J ~ Ron d ' TN+a~r Mloac 4 ItI• ac, ° ~ m .~M ~ Standard 41'-6 8' 3/4'.
M ~ M yep 6,1°-14' k"' 3, All concrete 3,~0 ps1, with f~er mesh re~?forcing,
C9.11 ~I~:~~_A_A_
Grout Flow 5 w
STAN tine tT DARD SPRINKLER RISER G9.t1
r+ ~ ~
' .•S
~ • ~ ~ ~ Z
' . 1hJ D~
ECTI~N A--A ~ s~ .A #5 Bars 10' 0~ arr tai THROAT rapt Na INLET U) m
TYPICd~ 1~1'ES~ ~ oE~ Poi ~
ou~oww woos. e~ C~ W J w r ~ a~DOT Si'AIOIAIa R' x x 6RAiE M s' aP ~ a z " ~ cNO
U-l~l. EI~SED PIPIt~ ~ Fi1TINGS TII ~ GG<~.Vt~lI~f D a~ woos. ae~ oa ear, 4. EtiFER SgA1 BRIOK, Sd~ ELOCK, OR PRECAST ~ NO'S S FOR ORENTA9KNa OF ORA1E} ~ J ~ N Q. ~ U
WITH EXt~PTI[~I STIRZ CIlMMECTItPI . ~ CONfXiE1E MAY BE UlED, ~
x-40' MAID FIJI ~ TO FII~ APPARATUS Atx~SS (1~IVEWAY) ~ , . ' a. S1D. MA141GLE RMNI A1~ COYFR : Z STAN0AR0 SIEPS REQIpRED ~ as RipE8 O,Cr a,?sRE MORTAR BEO .t ~ , t^7'*".M• ~ ~rrr. ~ ~ Q Z E Rrkt AND OOVfR DEP11 E1~EDS 3 tEET. }
3 t~'PA 1~ SYSTEMS ~ I/2' RISER S'M~,CER> SIP~.E ) ' ((pp~~ DETAIL 0700aM MAY 8E 4Y' MNi. ' » OABT MI SLAB CR SECiAIED TO 9YT0 3: 118E M~NRI 3000 P.$1. CONCREtE ILL e ~ ~
~c w~ RALEIf~i THREADS 13340 x s v F i w,° 1OP OVER STEPS ~ b JE OM11 Fpt 44 0NS{ PEE AND 9AFJgER ~ ~ ~ it
4~wHEN IA)Il.DD~ HT, IS BITER TH~V USE RAh SIAMESE auRRR ~ • .•y~•° EWLL 5}-I~! APPR<1VED CICTIpN tT~PI~i MdT ,:j ~ • ; ; APpRDVED) ~ , .y i, r. ~ DIN~EIER PLt~ >z rx ~ W U m ~
a 8 MaBllf OEp11, EXfN6AB 3 FEE€. NNNOtf RMIB Itl~ ~ ~ ~ ~ M V L~. ~ h COVER TO 9E LOGIED OVER S,EPS. ~ ~ i t„ Q ~
$DE11ff PFE MMI CONd2ETE SE.AB
- : ~ E1rStRD . q ~ ~ ~ i
. ~ L0 5aa MA1G-i ~ ~ I
i ~ ~ ~ o's
G ~ ~ 1 pryer y~ /y~~1~1W~ ~ i Iry~M~NM11~71~11 ~111fp VNII~NI ~y~p~
W NI wLW ~ INIJ~ .4yTA~YnW
~ C1R i ~ 6ANOARO , ~y~ M~ arlr SYAN0M0 $aE~ ~R ~S~'1 d ..C • y t.• '1 }
~ M fl ~ VARIABLE k' •"wpt '~«y ? ~ :,;tri ~/A +i°,•"fG~1 ~ ~ ~
10 S~1 FI81FC OR , •
~ DEADNAN RfSTRADiT . ' s^4 : . , PERDETA~II. ~tITLITTES REIUST BApeaO PER app 4" • ~a~~ + i LIa1L1
P'OBIG UgJNB ~ w-9 _ C~,~') 8' a
a ~j~' • y""• • , 4 ' ' ~ 6" IrtaMgl BIAIER Sd~ BRBr(, snuo BLOI~, all BAST CONCRETE NAY BE 119ED. .'R. rnR Z4 ra, R.aP. A!~ LAAQFR (18E PIPE OMYEIER PUN:12 aN~ES iOR MrNiBMI r aMENMON.
w 0 dODO P,S°L CDNC 300o P,S,L coNa~E 7 GRAIEQ IlnErs SMALL Gat eE usED rr~ GRAVEL AREA& 8 z 1, STANDAlrO S1EPS REQI~ 018 O,G YABRE OEtpR! E14CEEDB 3 R3a w
CURB SIDE FIRE DEPARTMENT CONNEC110N V ' C9.11 a ~ use aF ~cAST ~ sue s~uw. eE a+~D ~s ~ Atc sRA~E C9.11 ~
Mm ' ' m a YARD BltErs oEt~ER nIAN aD ~ auuL REQU~E DOIIBIE MMU,~
' . ET TK" sty STANDARD YARD INL n
D YARD INLET WITH CONCRETE.SLAB STANDARD YARD INLET WITII CRATE AND FRAME M
1~ REIiOVE THE ENR?Y fROV1 THE TOP OF THE o
RB~ITOR POST ASS~.Y. ~IS~W TYPE ~IE~AT~. TYPE o gN Df(~ T" MAX,¦t0" (s FEET OR LESS Mr DEPRI) ~ FEET 10 ~ FEET Mr ~ I~ATE~Y~E.C4:X.4'1. E~5 r~ m ~ taEr ~ w._.., (up Tea io ~r ) ~1 ~ ~ns~s
~ ~ ~ ~ THE STAFIOPR+E FOR TNE•A!E GROUND 1RR: TO E~f1E~tON ~ I8E1.•7" O
MATCH UP WTIN STAP~Pw+E 8R01~ LR~ MARIG ~U W H ~d, BODY r d ov~R ~o ~ ~ DE~t1 - , ~ ) o ar1r+~ 1sr Rev coMn~~rs
c 3. CUT 1HE i" SQ. E1fiFlISION AT A ODiTANt~ \ ° suu • . ~ STAtkfAAD MAfWOtE ~
OF 9" AEfOVE '1F~ TOP OF 1NE STANDPPE. Mi 0 c ( ~-L5fAl0ARD SRAS ~ ~ MAIB106E RrNi AND O019t ~ 9!15/09 SEC~ID CD SUBMITTAL
m _ ~ 4 SET THE 'OPEN' IYN1 'SIRII"" TAT~Et'S fOk TEI£ r7 s STANDPIPE ; te" CN Cwt StANDARD ; APPROPgIAtE VALVE SITJ~ . ~ (PAINTED REDj ib"~a r ~ ~c, wx~ t .-aqp DE9alRD FOR StANItARa t~ zD ~ ~ 10126/09MYLAR (.bSUBMITTAL
i 6. RE-ATDU~H 1NE EIDDY TO THE TOP CF THE n x ~ STAt~AgD N&-20 tOADriO 31EPS tb' MAY 8E tLAT OR ~,,,J r y.. a..u• q~ MAC pi CFIIIER Ems' N1AIC LANE
m M~IGITDR POST ASSE~.Y. a ~ v OVER Z0'-O'
~ ~ - 8. ALL t} SHALL EIE MISTALLEIf WITH AN GROIpiD LM1E LNL d wAmLlq o EL~~Y CON1R01LEO tAMFRR SVtE1CH. PRAtAT, MLA1E • xoan' S1pE .,1 emoMLM D~• 3
m GROUND LMT PER aaT. 810: M~pAIIC. ~ ~ ~ R~dOED PER nd ' PEaaT~~ e1~C ~ 0.a~8~e bPo,000 "'~P1ASaIC CaENT - 6" g dc1 MA1f. "''~PIAS!!C CEMEIIT
p i r SLACK) OOINS&1E. d ~ ~ ~ ~ L QOIICHE1r BLAB 3 t FUB~R ~ ~ RiBlBER J00als
m N NnT Tn 6'-0"~ i ~ ; f~ • ~ , ~ a
e F1 w • i ~ arpi ~ t~iDJECT~:oa•~a DATE:911109 i ~ P ~ BRKrf AND MORTAR 0i1a'Jal'~ MrN01Ml 6" aNICK
. t o O MM MCRTNt r1VFR1' OEDONJO wABHFA SaD1E ~ ~ ° DRAWN BY; JWE CHECKED BY: ET
1>~ 7 ~LMC Lr . i
a 12" DIA. sFOMME 1I~oM>o . 8 1.4CATm AT A fRDI S-it PROs wGZE~ r • • ~ P ~ ,~T ~ DETAIL EIALT~P DETAIL ~ TITLE
a . L OpNSIEIE SHALL ~ Gaon P.841MMAR! iMR ALL Y e. ry=~
2 PS11p~ 1~ Y ~ m YA ONLY BE j MIMTALL@J TO 06118 CLTtMRED A$ ACCEPTABLE s~ STNIaARO STANDARD . 1~ V at6 E'er SatA8 $~pS
TD RISEN RODlA x 1WIFFIE" BOSS ARE AOClfAE1E Pdt 8NN1gN
/ n 1 t1PE CA1CN dABAM. TI'"'", TI ?"I~[1 _ ~1 ~ ~.1 ~ ~ SITE DETAILS
a r I Li Im IN am Ifloom AND
SOL AND 09.11 ~ ADMIMM F*t 1w UL M VAM -ri o WAmWm
Guam C9,11 SHEET slown
N
STANDARD TAPPING SLEEVE do POST INDICATOR VALVE- sTarmaxnPRECAST c C9011 ',D PRECAST CONCRETE CATCH BASIN STANDARD PRECAST CONCRETE MANHOLE JUNCTION BOX s

v STRAI{#iT ARROW RIGHT OR LEFT TURN (~BINATION STRAIGHT tXMIBINATION
AND LEFT OR RIGHT TURN ARROW LEFT & c " RIGHT TURN ARROYt Mo r ~ M z, 7D a. ~ ~~r 4a a~
~ ~ooo a , Q~ M.n~w Z~~ RI ~ m0 ^I,,,~ S~ DIN848T0*IS APPLY As Fon Mp0 4a' ~ ~ z~~~ L G
. N 2 T n THE LEFI'IRIOxT TIAIx ARROW tL..iO.M ~J OA)80' ALUMINUM. go-+~~ D a oo~s o ~
_ SIGN $L.t~1K, - ~m " s" wa = M~ o ~ _ 5' SIDEWALK . tW-caio~ ~ NANBIC~ PARKING 6' SIDEWALK IF v ~
' • = w SIGN ADJACENT Ti] CURB ` ~ ~
~ Afl~M w p < ~ iv NI-M,~ - = INATION LEFT & STRAIGHT ~ M ¢ . ~a~ ; o a ° ~ ta" ~ m 8 RI(#IT TURN ARROW. oom tT ~oo~~ f~` .,fv. ~
:STANDARD ~ ~-1 tart m a ~ m $FN n n GALV, STEEL SI ~ M ~ ' ' H R°ao' a z • ~ 121 ¦ HH~
STOP SIGN M ~ .PgST 3#/FT W/ „ ~ ~ we d R~ Q a Q t~ o ~ ~ ~
WITf-IEIUT " CUR$ 3 1/C' FLAN a y' WIDE., GE ~ a ~ swE 621RNEION$ APPLY AS N ~ a " FOR THE COIMlINAFIE, STRAIBiIT OR GUTTER er ~ ~
` ~ W ,r q t2 •~.~-~a~- n Alm LEFT/RIFkIT TURN pRRON . w PEDESTRIAN RWO' ,z" tr' z ~ . iV
AREA ¢ & GU~ R Z
0 RAfEP ARRAN ~ ~ ~ ~
f; In MERGE ARROW a (DPrIONA1} o ~ ON F~Y•WAY MCVaEriTS 4p.-D„ O N = .U.~
fl 4*lr` io AND E%PL4Y RA,~B ~ '0 ~ ° s g ~ 2% MAX 18' . ~ . ,
_ ~ au z ~

Z q 8r'~ r....~ . 13 ~ ; ~ f OF RAWP G' aJ - ~ - °~°m ~ ~
D ° a 0 E1N 2'•S" A 0 O riJ ~ ~ 4' VIFQTE
pTHER REGUI.ATpRY SPEED ~ ~ ~ ~ , a o LIMIT c Q s•D 2,•~, 2 ~O o Z ~ STRIPE ~ N
~ nP. SIGNS R2-I ~ O.~t1'' r ~ ~ ~ W a ALUt4. BLANK` ~ - ,s<_e., r 1;, ~ ~ ~ >D.
WITH TYPICAL ~ 0 Z M VALLEY GUTTER ~ m ~ ~
M~ . 4' ND~ Tt3 iP' MAX,'... w o NOTES: ` a fl GENERAL NOTES , , ' ~ ~ ~r NVtP ARROW t7 d
Ml USE THE COLEI WHITE POR ALL PAYEIENT MArOfiNS SYMBOLS.- L' STREET..-NAME. SIGNS SHALL $E A MINIMUM ~ ~ aT EIUT RAIM~ w ~ ~8'` IF" SINGLE HANDICAP SPACE IS PROVIDED N !i w PLACED:. BEHIND .SIDEWALK IF 6' SIDEWALK' IS USED a`
, 2 ' E• DO'NDT LOCATE PAYEMExT MARIQNS SYMBOLS AS TO C~IOACi1 - QF EXTRUDED ALUMINUM 1~..ADES " IMTD IMrE~CTIat AREAS. ¢ 1- ~
GALV, STEEL.SL ~ . ' USING A MINIMUM OF 4' C SERIES B- oa xor PLACE PA v~p,r MARKIIMi snaaLe ASS TRAHS4ERSE P[iST 31f/FT W/ a` ExPArM{IOPI JOIxTS ~ PoxrLram GENT ATE PAV~NTS, 0 to
ti LETTERING IN REFLECTIVE SILVER & . 3 1/2' WIDE FLANGE N IHILESS APPRDYED sr TrIE ENGINEER. • W REFLECTIVE GREEN $ACKGRl~1ND au. sYMBDLS To THE F>ara ^sTA~AnD aLPiIASETe ~ 2
J 2~ ALL REFLECTIVE SIGNS SHALL $E MADE :l7F xIDxMAY slsNS atm PAVE~RT'tTaR~Nes", rREFeR TD asErs a
Tale sYINHN. DI,I~VS cAx VARY a,~R MANUFACTUfERB, RAMP AimOW t of 7 TH~ SLIEn' vARiA,M;ES AAE ACCEPTABLE RDMEYER .ALL. C9.12 ENGii~ERING GRADE GR.HIGH.INTENSITY , . O SWBOLS ARE r1I1~1 TO BE APPROVED SY THE OEPARTrE01T. AT E%IT RA,M~ T~'r 1 OF .12 ~aF~ ~
• TYPICAL VALLEY.:;. PEDESTRIAN GRADE i~FLECTNE SHEETING GR APPRQVED 205.0 r. 1205. t 1205.08
GUTTER : EQUIVALENT m z AREA v CONTINUOUS LINES 3, ALL SIGNS PLACED IN RIGHT-i]F-WAY WICL M~ SKIP LINES.. MINI SKIP .LINES M~ 7 Z ; r 3 0~
BE APPRI~VED BY TDWN'S ENGINEER,: M` z a
r ~ ERECT STREET SIGNS PLUMB. • MT~~ EDGE LINE 1 ~ "6 MDV~ ~Q -I,,,{ -L a"IS"~F Mop QF~
5, DEVELf~'ER SHALL-$E REST DNSI$LE FC]R MZ,-~s~ oo~z~ YELLOII OR N,Ii'E . flo n~ r r u.~~ta~~
FURNYSHING & ERECTING ALL STREET 10 SKIP LINES 2 MINI-SKIP LINES w~~a-: NAME" REGULATLIRY SIGNS.: x~oo rELLaW aR WHITE woao~
. zM~o m TURN LANE LINE YEUaw DR W}IITE d or ~ r-x ai O ~M a"Ig"N, r r Tf1F~~, w~~aM TYPICAL HANDI A 4 NF~a~ C P PARKII~IG SPACES ~~A~~A
D~ t0 z oho A.,I ~ a M~ p0~~ C9.12 ~o~ao~A,aaaa ~,p.
~ fi;ENTEA LINE ~ ~ W o s arM ~~0®~~5~~~~ao°B1~ @ ©c
86' iS' . EASY SIRE 6~~J' a"ls">E
YELLaM 2' MDV~ Td 12' l~X ~<<
ts' STANDNtD ALllt S1GPI ~~9 ~ ®iW. 4
GCE LINE - STANDARD STREET ~s ~ IETTAD.S BEt~w ~ ill DESic~ ~ L
8 1t2 s . S'fDr Z' ALUM. PIPE " „
NAME :SIGN m !7R DTHER APPRdVED z WHITE ' ~ c ~PPgI Ply I ~iMfgf316 ~TSTRIGTEST SIMLiE AE~ItSTR~T ~
PCIST ' ~ (SEE I~iTESI . , VITH CfINCRETE ` ~ ~ M u. i~' iii wNITE LETi'ERS tl~nair min ~ ED FOR rn
CUft$ &.GUTTER.. ~ s DIAGONAL LINE z t9 Ma
~fl B" 3qM . PEDESTRIAN M m ~ YELLOw ~ WHITE . , ` Dt ~ fl ~ N s ' ~ STRUCTION
AREA m=o °~a D - O
. ~ a CROSSWALK LINE o
m o sr' ENERAL NOTE o 2 z ~zz v
+ ~ to ~ a txa >F S ~ M 2 -6 MII~ ~ ~ wI,I;E ~ ~ - ra hl ~ 1• YB~RE TWO WIDTHS AAE ItmICATEO, 7iE FIAST WIDTH API9.IES p0 A Y ADDLTlQi~• SIGN ~ ~ F'ir~tS~D ~'-0' STEEi. ISLE
- 1 Z M "NOfMIU." WIDTH LINE, T,IE BECDIm WIDTH APPLIES TO A "WIDE LINE. ' T > N > ~ ~ SilPPI.IED DY !~AlF Tit PIKE . Ma ~
~ ~ ' R/R LINE Y- "WIDE" LINES ARE REOtiiRED WHEx oESISNATEO IN TxE N U ~ ~ PLANS, OR WHEN ` ' M Q C9.12 DIRECTED BY TIE ErM<INEFR. tR:F81 m PAVEMENT wuRCSxs OtITOELINES. J~
' ryt 16" ~ Z z ~ 2'x2' STL Ttl~ EXTEND ArTI] i;
wHrrE ~ w w` 1, FD.LED PIPE L'"
STOP OR TRANSVERSE BAR - , . ~ STANDARD 51GN ih EIiiQ~D GRADE
3 INSTALLATION DETAIL ~,,r i
t aF z C9.12 SHEEr T of 12 r ~ of 2 Fa 4 fi~W~. W
~205.0~ WHITE 1205.1 i 205.01 6FIi. END 1SII~TN ' . • I ' . ~ .
~ r
~ I S~hED, 40 P,V~ ~ ` ~ " _
PAVE~NT u ~
V • ~ ~ t1~ J m
d Z N c°Dv
' ~ ~ ~ , Q o ~
~ a~ ~ ~ w~c sue. f ~ ~ a Z ~ DARS EACH war TtNiti ilI Divisi~ s SPiTICD~ ~ ~ ~ ~ u;
} Z ~ ~
' 09.12
Table t3.10a Beetifn mbttur~ . ~ .
TempgrarySeedhtg Species. Rate bf~re n ~ C/~ W ~ mQ
T , . Racommanda~ans for Late ~ t9~) 120 . aa° fOR t~PAEt OF SIL TYP. HANDICAPPED SIGN Pt~LE BASE DETAIL W = M~ M
. WIMer and F.atlyr Spring Annum i~pedaza {Kobe in FENOE FAiltl~R, USE SCALE N,T,S~ ~ SCALEr----~--~-N.T~S. ~ V} ~ Cam" .
L Na 57 WASt~11 STOi~. Piedmont and Coastal Plain, Fit ANt~t WFE?t SE.T TREE Fr:oT~TIDtt AREA Korean in Mour~ains) 50 m W:~ s.
cnTCH sAS~?. ¢ DO NOY ENtER ' '
a ~ Omit annual bspedeza when dtM~iton of terT~ror~r cover is not to exterui beyond June, ~ . r / ~ ~s
WARNING SIGN aETAIL
~ q' twL Seeds rtes n9 WIAfA~E AS C SY THE ENCet>~R Mo~ins•-Above ?.500 f~f: Pab.15 - 15
" May S1EEl POST' Below 2500 Feb. T- M 1 Tabis 6.10c Seeding mixture Table 6,17t Seeding mbrture
T o wOw22 Piedmont-~lan.1-May 1 ~q a SILT fEtMIE OEOTE%ALE FA61MC Tt~E PROIECTI~t AREA COaSfat Pialn--DeC.1 -ApL 16 R9GOmmarN Temporary Siding Spades ~ (iblacre) Seeding Na 5CP for; Spedee'~ (It>vaiae) Recommendat~ns for Faii ~ t+) ' 120 WeEI-0rained Sandy Loams Pensacda Bales !i0 0
~ , . to Dry Sands; Low Sericea lespede2a 30 a
a t : ~ ~ ~ Mt. t8-1/7 All.' Sail BrlBMldirlerlte 8 FNL EtTE~ECrA1E Folbw rer~rnmerx~tions of soil fasts or apply 2,000 lblaae raMZi Seeding dates Maintenance Common ~rnudagrass 10
u a~iculbM~ai limestone and 750 IWaae 10.10.10 fiertfix~. a E~ountafns--Aug. 15 • Dec..15 Garman rnfflst 10 ~ Coaxial gain and Piadm~t-Aug. 15'- Dac. 30
" SLT FENCE FASdIC .:r EETAiifb m Seeding notes
a ~ ~ ORAO€ YNE Flu TOP tlEu~h Apply4,~Olblacs+eestraw, Anc~aratrawb to P Y ddr~ wfth asptr~t, netting, soil amendn~ts ~ 1 < Where a neat is desired, omit serh~a. Fofow sdl tests ar apply 2;000 Iblacxe gro~atd ag~ta~iturai ~nestone 2. Use a conunon Bermudagrass on~r on dated sites where K g
o a< a mufd~ anchoring tool. A,Oslc whh blades set nearly straigtd c~rr be .and-1,000 10.10.10 fertilizer caN'?not became a pest. Bennuda~s may be replaced with $ Ib/aae ~
q ~ ; used as a muldti taxi. s>MEt SKNtT - ~ ~ Blulch ~ centipade~ess.
IV~ntenance N E%rBq METE e" taN. EtTD t~TNSt Ai~y4,0001blacrsstraw Anc~orstraw tadd withas hit n Seedin dates
!rD At~R 91pNt' AS ~ Ref~llze if grtxatlT is rat tul a oats. Reseed tefertN ~ deq ixe and muklr DEtEC1EQ SY EupNEER * ittatted fol eroSlat Or oih~ Y darrM~e, ore mukfi by ~ p ~ ems, g andx~g ~d, Adbk wtih blades set Heady straight can be Agri > July 15 ~ ~ used as a fra~h anchoring Vii.. ~ .
ANT VIEW Boll amendments u, .
0 . , Rapp andnd rafertil~e ~ AMY Ilme and fertiilzsr aaording to ~ti fasts, or apply 3,000 Iblagre ~ , dam~eiJ areas immedlatey. Topdr~e with 50 ground ~riculturaf limestone and 500 lblawe 10-10.10 fertil~aa: w REVISIONS
~ NOTE ~ . ~ Practice Syandards and ct . % t. ' uawmo aroNS To ~ tuoE aF otEtAeLx wrl?TlietFwoaF t~Tapi+a, . . , !blase of nitrogen in March. ff it is necessmy to extent tam
m ~ Z, tETik~S TD BE iNtl 1ENIItE1. CLENaY tEOEttE AND SPACED AS OEpINA~ c A SIGNS SHALL ffi PPACED AT Od NAIW~NA1 ItnERVALB. cover beyond ~ 15, overseed wi#h ~ ibiacre Kobe (Piedmontnt and Mulch " , 0 911!09 1ST REV COMMENTS
a a ~ , PLAN A 8fW1 AT EACI! END CF LSWAR TAFE PIt01FiC1rO11 AtNf E6' ON CENTER 1tE~EAFtER. Coas~l Wain) or .Korean (Mountains} (espedeza ~ fate February or Apply 4,0~ ~la~e gram straw or equivalent cover of anciher suitable 0 early Mardi, mush. Arxhor E>7+ taddrg wXh a~haft, roving, nett, or by gimping o 911 COND CD SUBMITTAL
. a , eat ~ wtotECnatt a+EAS ~ tNAN scan ar FEANtEtEN, FaoloE tro ~ 1NNt DIIE Slpi FER PADiSCtpN AEEA. Tabs 6.10b . wftir a mush anchoring tod. A disk with bides set Heady str~ght can
Beading mixture a~. ATtAOH saNS saartmrTO Fare Poses At0 FABAIC. T Sufi 5 es z . fWNTANt TREE PRDI6CRO11 Pb~ 1frROI~IlOUT dlRAtWN DF PRD~1: Amp~rY ~ P~ Rob (Ib1aTTti"ea be u~ as a mubh anchoring tod. ~ , 10!28!09 MYLAR CD SUBMITTAL
„ a AAkfliMtiAr. aatLg w?r eE tIEO er err aF xALEnN snvECno~ nm?AapKrttT eASEa d? AC'pbtl. Ft{iD carorrDaNa Recommendatlatrs for G~man rrillet 40 Matntananoe
o A PLACE A SNMt AT EACH END aF LeEAR THEE FaotEenDn Ate s7 oN CENTER 11e~AFrER. Summer la FCR OONSnatts w~tE FRACECE APPLKBt FtMtltNgi ogl$EJlAAIId~ (HOSEY9t FLOW SrtALI rtOT nuurt PARALiA, in the hied . RefertiNze the fotiow~gApr with 501blacxe rdlrog~. Repel as growth"
mont and Mountains, asmall-stemmed Sudar~rass may be tnN as Faraq ANe oEaart CRiErEA, ~I rs substituted at a rMe of 50 ac . requ9es. May be mowed ortiy once a year. Where a neat appearancsr ~ is desired, snit serer and. mow as often as needed.
" ~ it. END OF SAT FENCE NEED 'IA SE "NANEtr tlPtlli. °W' t& SEE N,R STA1E oSxt PRACtiCE A SFadpGlllott sEDMlatiS FENCE EECndt. SeecOng lakes
. _ ~ FoR tAtCnprlB W~ PRACTICE APPt~ F CONaD9rATMMra Aug, 15 a Mount~ns-May 15 • ' . 'RatertoAppe~~daC8.02forb~arf~narr~es. ~
i3. SEE u.C, 8rA1E oENR FRAClICE • 9PEgflClITM1N sEiN19t1s Flstp: S6CitCN. ' Piedmont--May 1-AUg,15 a, (MOSEiRR r~01r SHALL NOT RINt PAWYLEt. NraF Tiff FEi~}
~ - 2 Coastan Ptatn-A~ 15-Aug. 35 ' , . q ~ . Soil erne • se®eeavrn~aaa~ ~ PRQJi:CYd:OBdli83 DAlEayt169
~ ndmerl~ - STANDARD TEMPORARY. SILT TREE .PROTECTION FENCE o t>c.ca.~ac~o,va=aer~msa~nr.ao~ na~uu~r,eeua~rnxrr~sawm~arw~wa~ ovsaaovsa~,~n~vaza~,r,w.r mn~vni~sa ~ DfiAiNNBY: JWE CHC•CKEDBY:ET
FoQow recommendations of soil fiesta or apply 2,000 kr/acre d o. buTai Emes~ne and 750 ~ricu byre 10>10.10 fertilizer.. cw~.nuaoa.n~asm~s~waamvuanm ~~v~xacrecoMw.Ereoaai~aanaESxn~t~cauaros~ roAaa+m~~aa. a~at~arec~a~caa~ca~ ~ TITLI*
s U - ~ Mutctl z,rr~uwo~.aao'rs,~araoos,necon~ a~tavEm~.s~oxn~rems~ ~ .
o AppfY4,000Ez1acrestraw.AndrorstrawbytingwNha~hatt,neiting, . q TWt~ f.EAVRJ6®N~RdpBUPFACEBldOd[!tl~UtiA. ~}'N.LPoP~RAP.At~9EEDADD~IfgiANVrtiN68f~ffAI~AS. airoa~va~s,itu~oeat~rnxuaa. ~ ~ SITE DETAILS AND ,
or a mulch anc~aring tool. Ad~lc wi0t blades set Heady straight sari be uaE, n~ w~xt~ aao soa. inns m ~
~ used as a mdch arlcirortng"toe~. , ~~.~a~~~~ SEEDING SCHEDU~.E.... a)sera+vAmnrtEOSaoat+ucov~trc~rrtvwmi
Referlilize if SMAPMENTORtLATiPACK APPLY TE PORARYSEED1N6TOSOI
growth is not fully adequate. Reseed, referfilize and mulch m immediately following erosion or other damage, S90MMAREASTPATWIUSEDW MpVMMSDDAY& ;APPLY SHEET P lT8MMTOWM91EPStlMMMAM N
o , S)VA&CH1MM9lfA$I.YAFTER AMA MUQ=
N ASMALTAT40eXIACAEORONMO1p NPIALTATM"JAfJ+E y S}MWASiAtLARFASW7lH&AW1.6RAIN5IRAWAt8016~t0~08F ~ _ ~ 1 2
p C9 Alb9PRMuffORMI:Y,OROfwsuRFAOE*10tlLOjwm"TO
ALLOWSUMI% TPS%'MnM

~ o ~ c ~
~ ~
~ ai
uPSn>aAM E1Gi oF' . C0IRXiETE BLOCK CAR2! BASH SR>All ORABt oY8&7CNr ~
. • , ~ ~ M
• TaP ELEVAI~N of stoRMwATFR ~ ~ / sE1T • • , : i PIPE : 1 , s MAIL. • , _ At r
aw~at ~ • MFG v~r scRRer TFRt0UOf1 oCOR ~ ~
. • , j2~SILN flit SPILL{{AY5 """r . • EIOStliHi SIAPE w N NQIE~ C
° • ' .'h, DRANAGE AREA M1wB1 lENG111 r ~rd~ 1. AT F7~ OF PRI~C 1. AT END OF PRO~CT. CATCH CAN BE RAISED AS 9• TO BE A SUAFACB . NEknED FLUOCNIO OPEN COLIASE CF BLDCIC R!t{I A~RTAR. SKppIkR OR APPROY~ OEI ~ Z
BURY 80TfOM , > (ACRES) (FTl p • ~ ~ NEE9Ea PLUOONO OF%YNOOD 1 b0 ~ r 2 RISER CAN 8E BIM 2 RNER C~A~Ny BE 6lRLT AS A SUIIRIAAD CRICK 9ASItt/~1NM1
2 S.0 x. 3 BA - ~ A~8 Sl~ll NIA ~ A~8 SIGN NIP' ~ WALL AtCf 8E U1~
y!~~7+~~ B MVLSHED STONE Pi.TER PLYMOOD~ ' , . B ~ a~E wew N3. !'ARAALLY COMP1fTFA STORM DRAMS , CULVERT' PIPE.. 3, M' 3 CRADIAOE AREA ~ OVER 5 ACRES THEM ' SIRiIGltl~ C U ~
BHA[L BE PROtEC1ED AT AN EID aF ~ 1 • ~ DRAINAGE AREA BAY N ~ M11H THERE OALVAMrSD HARDWARE NEEDS 10 8E A16 EAOH NEED8IO 8E TAIrJI'~ AS A R3SER S1RUC1tIAE A!R> ALL ~ Q ¦
DETASS. E1~1BNi STAPES, ~ Clo1H 1T/ i/2' GREt RELATED NFOAMAI POST ELEVAA0IN, ERww , . UON5NN ~ATM3N NDB?S TO BE SUPPLBD (1AA9H RAg4 ~ N
;PERSPECTIVE VIEW UPSIAE~111 END OF ~ Oit~iPIAW ~ ~
SA7REI DRABI • . .
, sE01¦T sroRAGE ZaN r~LVaarED NARD11 BALVANIffiD HARaWARE CLOTH FLEI~LE JORIT ~
~ ~ HPgHT s M1DTH oElaa~l~o eY ~ C~1'K BASGLCAP PL000 S'PORAGE ~O1BE 1/8' x 1/2" GR2! ; AID , . • l ~ • ~ • y„•.,..t~•.•?,•.".`.. T SM7RI~E REGUIi~. ~ •
•wo . a'a a e ~ • • w, f. • - • . . ry • ~ • KE1ID RN RAP n:•»+.+ b.••~••:•t• REYRS~RAPNTOTHEDAM
YU9IEl! o . Os , . ~ • . ; PDR 8TABEa?A'A016 i.l~ t _ ACROSS PB~E BkET . CRAM PM'E . , FLOM! ~'RE1~PS~E OR ~ : C CiN.VER1' PIPE BARR>N. PS~E IONOk81HAN SI~WN. NOT NBXI~ED rAR~ SIIN~R SUPpLIFD 9'T ~ ~ tQ
• S6 WASHED SAME !.5 a
Sli FF1NE BAFAES (T1P.} ah dk ~h . ~ 8A1. Na OIOpL03) PAD E- c
l1 l NAROrDV~iE-ao>E+ 1. Ai~~L~F.19f 2 , t~ B MMSHED 8 eARO~+E aAA ~eA> aanr ~1~ 3 4 y
jt/2 DEP'N1.9ED819iT sroRAGE SOME} . C9.13 C9.13 , ~ .
`;~G114~E.bi t C9.t3 C9.t3
. o .
STANDARD PIPE INLET PROTECTION LYWOOD &,STONE ~ STANDARD C~DAM ~ CATCH BASIN R[SER/FILTER /FILTER STANDARD S~IMIviER DETAIL ~ . ;
r-. -
- _ 70' ~L ~ . EreeoRlarar ao owt .
_ . 2' MOl 1. rut 9Li fTTICE aR TREE PRO1ECIw11 FEIpE TO ENSURE DIIIENSNINS ELEV. ` . ~ a ~ ARLICRBI
BuT 9UPPJCIENt TD REEF SARI. POST > SEDBS'7iT ON 511E COlISipICAOH OfB1ANCE Oi 1~. _ EC1f SPN.LWAY ~ TOP OF OAM W~TN ~ ' ° ~
4'~ ' EARAI BERM ~ ' a • w Z S! CONBdMICRCN ON 111E 9itE$ AAE StkKift AkVT 1ME YUO ~`~`i°tr'v'e.•".~~t',~,7!i'~;~'~.~. ~ NDT BY iNE 1IfS~ 1RAVELDRi IRER 111E ~ 1 ANTI-SEEP COLLAR ~ ~ ..0'''1 ~ ewe
Slgl~ 1FIFJf ABE ARES OF TILE YF}BpES MUST BE M4lWETf Cut OR FdY SLOPE '•~itK<`C , TO BE U9ED:u'°• ¦ CR ~ OF BEFORE QItERNG THE PINLIC RDAD. 1 R~ RAP PATER PAD ~ •i.: .f,..,., • mtrAO ~y~~, C~r~~ AJ~ITI~-FI.CATA110N DENQE t . . o ~ ~ ' AIP RAP p~~6.' ~~sns"c6~^ae+q 69~"~
EJBS181D STAN OR RAiLRDAO•r PROPOSES SiREETt ROADWAY ~:7.•~•r +.'r '2. 1 SLOPE. suPe~~~4ti!(i6.®pPA~
• er ~ , ~ ~ Z ~ A PRO~EC'T OONIBNIE3 TO Pf2]. MUD AND DEBRIS ON A? . 80TR1M ANCHOR@ 1NA1 STAPLES. ~•.t !'F, e• ~ . , GAEA~ PlRltlC RfU1D,11D: iDBN NRL CLEAN 'IEDE AREA AND ~ ~s~~t:"~~,e".~::~'~'+'~;,•+~;•a••w EtVI11~'tNE FitIANCbdJ.Y I¦POI~LE PER~11 AS I .SLOPE.(LUUIpRR~q OUTLET N44ERT ~1 ~ • A~
1`Y,~aoy~~.?.~jre;~'.~~+y~+•«,A~+o~'a a 8~4'ATEO ON'AIE FIIANdAI. FORM. IEL.Y.;,~.~s'~tt.. ?,~„aorgy;•ti AE MNYMIII PEE AE tOMll . r d' GARY Wkl OHARGE TO 'OUTLET PIPE N41fERT OUT $ . ' $ z SEDIMENT STORAGE AREA ~ ~ , • •b • ~ ~ ~ $ ' P
CIFJN AN SABO:18 W21 BE ~ FOR THE FBIST iN1Nt AND ~l00 FOR EACH Ii011R AIEAEIIFIER,
~ABI . _ p Q~ - -STABE,BE CIVFJtSICN DITCH N1iH ~"~..+Ft.: M ~ •~e°o ik1~PORARY 5EIDI116 AND EROSION ~ ~ a I rt
~i
~ R~ac " PLC
1 BHT PIT ! UPSIAPE TOE POSIAVE ORAOE 1.C
- ~ ¦ MN. 18° MEL PaennE aRADE LOK wuc ° ~c - _ / . SED FOR,
F>t@ ROADYg1Y • i. DRIVE SAS POST AT JUTE NETiGG~ SLOPES T~7~,(~~~~~~ ~ a aw ~ wA~ ors aAaNO NST'RUCTION ?~Lhp, '1111~1.fE' ~Wq.Y1 tl~f1/11~Y.yA.f fIi.IIMM .
FEAST HI' NTO SDLN GRppO. ar;» v .t 1~ yy Y~Rt'I~~.ir ~~,.MM'YM1WRf.. IGI.YI ~ r iKf~~nt t
$ YIOOD PORT ARE NOT ACCEPTABLE 6' 6DN, Y~'T.: ?bt~••~ y " ;a:. v.`« •t: 12' MNI, ~ ~1
. dllE SI~PORTED MTiH TOP. \ of ~ \ ? ~ ~
i ? MIRE BEINEEN SiFB. PaS1S . ' > ABRIC UNDER S10Iff OA1E W1LY8 , ~ OCRR~AiBt PAD RaP RAP .
. _ 8A;8+ ~ . • ' ~ • STEEP OUT OR FSt SLOPE _ OR ODIC! ANMFLDATKAOII g
(MOSS ~ 6 PERSPECTIVE VIEW . • AN9-SFJ'~ OOEkAR .
C9.13 - C9.1 3 ~l~I C9.t3 ` ~ a~i ~ dPCU11LRPN~f Ci~.t3
RDA:FdLOM SRs'EF 4/ " FOR RI98t N1~IAllpt
' . ~ STANDARD GRAVEL & RIP RAP FILTER BASIN . • , STANDARD CONSTRUCTION ENTRANCE
STANDARD DIVERSION DTfCH ON DTfCH STANDARD RLSER•BARREL SEDIlVIENT BASIN ~ SKIMMER}
. SXER iX:TAE. • JuIE NETpRi (TYI~AiJ . PAOtECT MBR M1111 FILABt .
FABIBO AMN Rq~-RAP ,..........i. ROPE (SEE . 04ODQd~ (SEE SHEET • ~
- ~ . ~ ' . ~ 3'-4~ 18TAt11RfE PA618:Ipll R41CE AND SNNAEE FlSOR ~ dEIJiO ~ NN4. p1,91E
. PX.11Bt FA90a - STANDARD METiM. POS18 2'-0` N GiOIDID 1. 7EIMORARY SLT DITCH 10 ~ 113ED M187tE TOE OF FRI. SLOPES F 3 FEET N VER'IR',AL INlBL#ON BT 1!E 1gNN QF CART YgMIO NI'r~10R,
AND ALaH6 STREAMS TO NARCEPI' FL¦ AND/OR AVERT TO A aONAMXl® OUR.Ef, fS 3 FEEL OI VER1ICAi. E~fl' t NANOIEi ~ P831OCRQN ROII'E'IN10UgpOT OIEbIACN OF PR;toECL i 3LLE4 CURET, ~ •AODISONN. SI6NS NAY ~ 87s~iED SY 1DMl GF CART IgPBCApS OEPARR~!! "
QALVANDED NARDNMRE IIBffi 2. SLT SMALL R MHEN SR.T AlTtRi 18 p~-HALF FULL EXADIDS Al TOP OF SOX SiS@ 0?I ACAEN. R89 O3NNAONS ~ ~Rr~ 1YARNRtti SR3NS TO BE Ab~E aF OtRiA81.E, WEA11iE~R00F MAtEIiIAL ' `
3. pTC1i $iUdJ. BE REWIISIRUCIFA WFEN OAMMiH1 BY EaUBglplT OR C~ BY PBL B'uYxIB' iNA@ BY FSL LETRDiS ARE TO BE 3!' tSCH ClEARI.Y LEGBIE AND SPACED AS v t SHORN ABOVE." PLACE 9tON AT EAp4 EI81 OF LE~AR TREE PROTEC110N
0' STONE APAON ury ~~~~•~~p . AREAS, AND AT E4IERHALS NOT YD E7R~ 20d O.C: DI BETWEEN.' ~ Z
i~~dLL3.1LIri~Clla 1. ~ FOR DRABiAGE AREAS NDT EIl~DBRI 6 ~ 1N¦S .?-~----^r"' 3' FCR 1REE PILOTECTION AREAS LESS THAN B4 ~ PROVIDE '///??w . " NO LESS THAN ONE SNiN PER PR01ECT3ON AREA. ATTACH 9EC3NiELY ~ ~ ~N ..I m
• 2. EARTH 6EIBri 51Uk1 BE STABE>iED w/S~tG ACCOiB1BRi, ~ ~ TO RNMI sPEigFiCATRINS. LDp MEBt wiH ' . - ~'D !t AFER ~
RiP-RAP - ~ of DItCH, 1~ ~ ~ 5-~'F~ POSTS AND"~ASRIC. W . ..J ~ ~ 'S11glGTIQIi OF OPiCH ? w .x,?•:`•~
~'~,~~*A::ts'" tEN~ STWiEi4~i J ~ cV. , a. ~ ~Fti"J':'. POLY BARIWCADE FABRIC = ~ . ~ ~ Q Z
AREA NE1t! tENGiNi . U'~ TOP OF DAM ~ . <CG
2 ~ +1 ~Q~ a }
4 10,0 '..i ~ piCH AND BURY' 'J~: • NEATFNDPAOOP RCN As z Q" ~ o • SNOWl4 ABOVE ~ " ~ - Q
a ~ Tao ~ • FZTSR FiV3tUC lDoE . , . ~p 0 1 FS.TBR FABAR; 1 , p6 • DRIE1~101p SNO1Mi ARE I~BN2~F ' . • z° ai FABaaj uo~» ~ W
. _ . ~ ~ ~
BDB'ECt T~ORARY BEDBBa1T 'TRAPS AND EMPlY SXBAYER OF Ail O¦iIS AFBhR EACH PERRID of SXNI~AN'T RARR'AU. REIRIVE ..y^-*.•~••^~.
• 8E0¦NT AND RESTORE AIAP to TD3 ORpBiAL OBBNBIONB MHEII AN SEDNENT NAS AflgBR3lATED TD tfNE-~IIAIF 'B~ DEBfON DFFIi! ' OF ARE AItE: PLACE Ap SIDBEENT AU?T L4 REMCNEB N A OEBXNAAEO DgPOBAL AAEA'AND R~I~ICE AE CONTN~IAAN PART OF ~ 5/ MV19~ STO1p PLAtWD TO A HENiHT.aF' . ~ ~ M
THE GRAVEL FACNG, 12'-1r!' IIDIi ABOVE ATP OF Bit • 1.1.R~ 0-
gGRiK THE SAMR FOR DAMAGE FROM ERCBXN OR PR+ING. PERIODIOALLY CHECR THE DEP14I OF AIE 8P21M'AY TO ENSi~ Tf ~ ~ . ~ O . A MNABNt OF 1.8 FT BELOW 11E LAW POSIT OF Ap 9BAIMOIkTIT. B¦DU1AlY PBL ANY ffiTB~111' aF 1FBE EI~ANIO@R TO , .
~ 5LNNRY ABOVE DEBipi GRADE, ANY R~ RAP DpPEAaED FROM AN SPBJ.WAY MINT BE REPLACE ILB1611ATELY. . ~
o ; C9.13 C9.13 . ~ BTABNJZE ABE D~A1BntEN1' AND ALL DDm>1~ED AREAS ABOVE THE BEaMIENI' Pap. AND Da1i1NiREAM FR011 AIE AiN+ BpATE1.Y . ~ AFTER COt~TRUOlION M1A! BE'~. C9.13 .
tg ~
STANDARD GRAVEL & RIP RAP FbTER BASIN STANDARD CATCH BASINIYARD INLET PROTECTION ' STANDARD TEMPORARY SILT"DITCH C9.13 g Y SILT DTTCH NAY SE~ 1~ 2' out oAK
p
COIICRE)E BLOCK
~ YARUV3LE AB OBBD:IIED BY AR: ER6~rFR .r~----~---' _ .TREE "PROTECTION. "FENCE DETAI~.S . , N.T.S. ~ h
' ~ ~ ~ . a .
a . F ~ „ . ¦ ¦ MD~NMi 10 GAUGE SLT PENCE fABAN .
c ~ ¦ ¦ tNE MMES AILED TO SECOND T_` • ¦ TOP
_ ~ " _
~rrrr 3 AMES I1L
~ ' N ~ _ ~ .
~ (~NSTRI1C110N SPEIiIFICATi~N5 o ,
~ 1,'LAl' ONE BlApf ON E~H 9pE OF ABE SIAl~lutp ~ aN iTG SBIE N ABE BOTIp1 ROW TO ALL¦ POOL a ~ "
~ 'ORARIAOE. 'RTE PGtMDATHN SHa1B.D 8E EXCAVATED ° PLAN VIEW AT !EAST .2 NCHE8 BELOW THE CREST' OF A# STOIW EB
q ~ ORANi. 11NE BDITOM ROW OF BLOCXS ABARIST AIE EOAE OF 11p SRIALI DRAM POR LATERAL SUPPORT' . $ ~ L L • iNE iENGAI OF TFBE RBNbIP .APRON.. AND 10 AVDN TEV~U'DT VAMII OVBRFl.OW OCCURS. 2t1 ffiOP$ GRAVEL PB.ADT S1EEEi.. PaSI' REV3sIaNs
m 2. d • 1.D ARE MA18rLIM Slab pAME1ER BUT NOT B' , GIVE LATERAL SUPPORT 10 &J85EQI~IIT. MOYHI NTkE FAIM~ " o X1109 1ST REV COMMENTB ' IE FAV'!~ • ~
` LESS AUM144" (bdrej. NONB BY PLJ~ 2x4 MOOD S11m8 TlNtpIGN DCES OfCEED 1 4MItN DRANIAGE UREA a BEApt OPENXIAB. T1RIE SCREEN AREAS OF aOHCENA~AIPA FLaMt..1pYER N SB.T fABRIC ~ FABPoC o 9115109 ECC4VD CD SUBMITTAL
c 3 " A FN.ADt BLA1RfET aR FG.TER FABRIC 81141RD BE OAREFIRd.Y FTf HARDWARE CIO'Rt OR 001NARABLE TEMPORARY SEOWflIT • a ~ 1. " NSTAf„tED flETIIEk?I'THE RPRAP AND SOS. PDIXGIATXXI MpiE YE111 WI'011/2 NCH OPE'INIGS DYER ALt POOL OEMYITERXi6
~ - BLACK OPB TO NOIA GRAVEL N PLACE: SLOPE s AL SLOPE ~ 1A GD SUBMITTAL
M 3. IRiE CLEAN GRAVE4 ~/4 T01/R NCH IN ~,?.,r'4• •~y" is ~ DUUIEIER, PLACED 2 Rid#.4 BELaW AIE TOP • FOR RI:PARt QF BR.T FENCE F 0 t~E Na 89 WWSIED S1CNE SLR MqR
o aF AIE BLOdf ON A 2:1 SLOPE OR PUTIBR ANp t MNRMGIM , ; nw..• 1 d sMOOiH IT TO AN EVEN GRADE DOT ~ MV~#D ~ t ' ~ ASR ~ PRCTEC1Ri6 . ~
. OJ S11BIE T3:RECOf~IDE0. ' ~ • O ~ ~R ~ >r p
N ~ ~ ~ ~ m , A1RxiOR SXBCI AS OIRECtED
FBJER ~ » , 13 BY E1,ER + • FABRIC SEDE~IT ; e+ a SECTION'A-A 09.11 • 09.13 ~ t4 Y"
N N ;~IAE. VIEW C9.t3 ~ _ ~ _
" PROJECT (3&4083 DATE: 911(09
~ PIPE OUTLET TO FLAT AREA _ o
NO WELL-DEFIl~tED CHANNEL STANDARD BLOCK & GRAVEL DROP INLET PROTECTION STANDARD TEMPORARY SILT FENCE Y SILT FENCE. ~ ~ DRAWN BY: JWE CNECI(EO BY'r ET
3 _ U ' _ w TITLE N W
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. DETAILS
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;MAINTENANCE PLAN: a
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1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR ~
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, ~ U
BUT iN NO CASE, LESS THAN QNCE EVERY WE€K AND WITHIN 24 HOURS pF Z a~
. EVERY HAtF INCH RAINFALL. ; . , ~ ~ ~ .
~ ~ N ' ~ 2. All POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE . C ~ m
, , PERIOOtCALLY TOP DRESSED WITH AN ADDITIONAL 2" OF #4 STONE TO MAINTAIN rn
` PROPER DEPTH. THEY WILL BE MAINTAINED IN CONDITION TO PREVENT MUD OR ' . O
" SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE ~ ~
' , _ ~ 'MATERIAL SPtLLEI? WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE:. ~ ~ .
OR ROADWAYS.. ~ - Cf , N
O. A 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CL07H ANL} GRAVEL INLET
T~ ~ SLT PENCE 'MUST >E AT LEASY Y PROTECTION,: BLOCK ANO GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET ~ ~ .
MOVE TrE Ta? p' ~ ' ~ + . t}E YA9lEA STOE r PROTECTION AND ROCK PIPE INLET PROTECT#ON WHEN THE DESIGNED ~ ro
. . STORAGECAPACITY-HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE Q. . ~
. ~ , . CLEANED OR REPLACED. WHEN THE SEDIMENT POOL NO LONGER DRAINS AS 'DESIGNED. DEBR[S WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH ~ ;
TO ALLOW PROPER DRAINAGE,. SILT SACKS WILL. BE EMPTIED ONCE A WEEK AND
E MT$~VIEW -AFTER EVERY RAIN.EVENT.-SEDIMENT WILL BE REMOVED FROM AROUND BEAVER .
Eum r+mE ~ . TER PAERDC, . . . Atlp NAtUIVAAE .DAMS, DANDY SACKS AND SOCKSANCE A WEEKAND AFAR EVERY RAIN EVENT. ~
amx kl TMNCiI
area PENCE ~T NNt r . - N81. ~ atiTO 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE
vIIIE Ei~Et SEDIMENT ~2 OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RiDGE3 ~
tNRDM1AAE WILL ALSO BE REPAIRED, SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF AtdY PHASE OF ACTNITY ASSOCIATED WITH A
. , SWALE. , .
F6.TAt wMNEO sTaNE
5.5ED1MENT WILL$E REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
. , . ~ F~t~ ~M~ BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY ~ GAS 6A9tid0Ad O
aN TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6'
HOt£St • i. 1~1110VE ~DIIdEENT NM~1 HAlF ~ STOh1E W1lE'f IS COVEI~D. MAX. WITH THE USE OF EXTRA STRENGTH, FABRIC, WITHOUT WIRE BACKING. Q
2 t~A~ S1.AS tVEEOED TO EHS't~ OENfAIE'~NG. . STAKE SPACING WILL BE MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE ~ ~ ~ ° C BACKING ARE USED..IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE • :m ~
3. A~ ~1TL~S AS REQUIRED AT LOW POM17S E~JRRING CONSTRUCfIOH. 'SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR REPtAGED IF fF BECOMES warm P
BIECr rA~ PENOE N1D IiN OLO1N ~ CF UPPER EEEE Cf a ~,r° HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. a®
F9.TEp PMI~ 9! TEfl~t1
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DEG ~ . SI NEl)
STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE /
CLEANED 4R REPLACED 'WHEN THE SEDIMENT POOL ND LONGER DRAINS OR ED FOR WHEN THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF 0 TRUCTIOIV
THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. TFIEY WILL BE '
1' REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN DEPOSITS REACH
:STANDA.RD SILT.~'ENCE OUTLET . cs.~ ::HALF THE HEIGHT OF THE 15T BAFFLE....
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN ~ ' .
' ~ ~ STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE ~ ,
CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR IF THE ROCK 15 DISLODGED: BAFFLES WII.I. BE REPAIRED OR REPLACED IF THEY
COLLAPSE, TEAR, DECOMPOSE'OR BECOME INEFFECTNE. THEY WILL BE
REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN
DEPOSITS •REACH HALF THE HEIGHT OF THE 1 ST BAFFLE. FLOATING SKIMMERS.
WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN..
ALL SEEDED AREAS WILL BE FERTILI~D, RESEEDED AS NECESSARY AND 'MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
STABILIZED WtTHtN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
. WITHIN 15 WORKING DAYS...
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS,
TANKS, HOSES AND INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR z
TURBID DISCHARGES DAILY. ~ U} J m
10. IF THE SKIMMER IS CLOGGED PULL SKIMMER TO THE SIDE OFTHE BASIN AND . ~ LU J ~ N
' o z ao . . REMOVE THE QEBRIS AND RESTORE FLOW. ALSO CHECK THE ORIFICE INSIDETHE „J ~ a ~
. SKIMMER TO SEE IF IT IS CLOGGED,, IF SO REMOVE DEBRIS. ~ . ~
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A N4~ETF~TRBipi~TTfFdIStNVBtABLE,7t~OGNTRAOtORBHALLF1fCAVATETOA PR+EgAM. HQ6 f~gTAXLEWAC` . ~ ~ IIEPTItAEQUtlRICBI'TNEENOGIEERAROtiEPIAt,~WlM9UtFABLEMAtEP1N.AS9PECIRE08Y.'fF~ 12"•48` 1r ' 49~ . d. ~ ~ ~EN68~FAABANAtTEW1ATNEAtAATTFIEDgCRES~NOF'6ffOE810N TNE713EtiCM{ ~ ~ . ~ . :z
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e ENGq~RMINpt11NA8®011&iTNIt;WBWdl.BE4'(tOpranJFOR<'Q4'{~mr8`.('160mm1. ~ OR' v R4ILYIA LWVN CORDITIDRB ' , ~ . p ~ FOR90'67~/BpmnBEpnm~. ~ ~ :COOPER. rn .
. P~ 0111. i 3. ~ SURABtE fA1TERIAL8WQ1.~Cth881, IIORM8ITRE PIPE20REEXIENONpROT ~ ~ ~ ~ ' . ~ - LE86THAN0'A80VECRONNOFPB~E.TFIECONIRACTORSRAW.PROY~EWClJd1ENTATIORPoR. . r 17PT424• 24' . ~ , w „ .REVISIONS •
i ~ ~ aPECeacanarroe+~owEER.MAT~rusw~u.eEa~TTw:EaasR~uIREO~ASnaoz~21, . . ~ ~ . ~ 0 911109 1ST REV COMMENTS
0. ~ ~ ~ BMRBtat8aC0VEtt:raRStaACOVER.N,WNON4RAFRICMPLICAT10R8(ORA86oR LANtlBCAPEAREA9j ~ ~ ~ ~ ~ ~ ~ ~ ~ . p, 181rFROMTHETCPOFPIPET063URFA~.ADORA~0.I.COVERA7AY EE PEQIffiiE0T0 '"DOVER 19 MFxsuRm FROM TOPOFP7~T0 E01'fOM
c PREVERi'Pt0.gT1gR, FORTRAFRCAPPitCAT10478, MINMUMCdVER, Fi, F31rOPTp/8OIAMEIERPE~E SOP R4ILWAYTR; , ~A1812U OP COVERPOR84~80"MAMETERPPE, MEP~7PEOF7I~a.T~.~P~ETO80TtOM OPFLElOBLE E~BODOVBtREOINREM&N76;ARE OPE.YAPH.R`A9.E d ~ ~ ~ ~ P.AV9aENT0f11!DTOP OF R108)PAV~1i1'. ~ TOAB1MP2308PIPF. ~ ~ ~ . .911 COND CD SUBMITTAL . ~ ' : : '
w . . . : aomseoauwew,nax Tm Dame ~ , '10/26/N MYLAR;Cp SUBMITTAL
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' 8' SCREENING FENCE ALONG T IS UN H BO DARY FROM EDGE, OF a` ~ C m c~ OM EDGE OF ~ l ~ ~ E
( WET POND TO PROPERTY CORNER. SEE CIVIL DRAWINGS AWINGS), zM l ~ ~ E.,,
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BUFFER YARD 640 LF 2 800 SF _ _ ~ ) 0 SF) ~ I ~ o~ y.
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TO RELOCATE OM OF HE LAN T HI LOCATI PN SE I O T S ON ~ ~ ~ UILDI G A ~ ~ ~ SIDEWALK/PATIO ~ RE IL ~ t ~ ~ '~`'~.,,~R ~ 4;1~~~,,~~
TO SOFTEN T CH N 'LI K 'NCI . w 4,80 SF- .o ~ , ~ t o UILD NG ~ c? ~ t ¢ ~yUO Si ~ t t I~ ~ e
~ ~ I FFE 4 o (2,4 O S FUT RE ~ 09.7 FFE 40.7 ADJUST PLANTINGS ~ `
, ' TO .AVOID UTELITY tN 1
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~ ` r 35 LANQSCAP~ 8UF _ . I _ O' BUFFS 395-.....r' . , t 5 ~ ~
~ - - ~ ~ ~ n
• 'F I + . • 9 . ~ - ~ ~ , . EMI
~ ~ .YARD 460 L ~10~ 1 ~ w STAND J ~
r ..~.I BUFF R r - - ~ _ ~ ~ E YARD 4$O LF 1~;SOQ"S~ a
,.~llFF-E 0 0 - ~.I1GHI~AY BUFFER
OUTPARCEL5 HAS BEEN `REDUCED i
_ TO 2O' FOR THE PURPOSES OF _ ° sue- ~ _ _ .i
- _ _ - ` PROTECTING. THE PLANT MATERIAL
WHEN THE OUTPARCELS ARE DEVELOPED.. .„_.~.,..._....__..,._.~._,...,,.........__._..w....,.
PER TOWN OF WHISPERING PINES THIS' AREA TO BE
~ PLANTED AT A RATE OF 25% OF THE STANDARD BUFFER...
REQUIREMENTS, WHICH RESULTS IN THE FOLLOWING Vi I
AMOUNTS: 19 PINE TREES 10 HARDWOOD TREES.AND.38 r
SHRUBS. SEE TABLE 1 FOR CALCULATIONS w
~
o NO BY DATA RBVISTON
9 KF 7/9/09 PER TOWN COMMENTS
ae 2 KF 8/3/09 PER TOWN COMMENTS
u arcs: a er ~r m eueen5 ome o e Ines or e u er ar 5 were s .rea 0 3 KF /11/O9 PER .TOWN COMMENTS
' ~ .4 KF /19/O9 PER TOWN COMMENTS
0 arce~s b r ~ ~ cn ~ a a e t to t o or- screenm . ~ 8 KF 0/8/09 PER TOWN COMMENTS
4so'x35°= a
16100 sq. R Total 25% ota u er rea u m 5e t rm~nin i e e ant ua nt~t e5 ~ ~ ,
1 hardwood ! aye ! n r ~ a ace n Parcel), Buffer Requirements ~ .
a i ~ s ecte nae t t ri ~ o e t. eye ure5 were . - 422 s . ft
q 38 10 Total Btffer Area 1 Nardw 1 r / 422 1 ~ r~a~c°r~; ~ nA~a: soso~ Na dwaod SF Pme 1211 SF 1 Shrub / 106 SF
~5cu~5e an a ree u on wit t o n nn r. ~ i e w a e ~ a e5 on 1 pI~ l Front 480 x 35 = 46,800 SF 40 80 158 N nRawrr sY: ~ CH6CIC~D BYc ~r
211 s . ft. tot e rar a ( q 78 ~ 19 u e e 5 rec a acent tote oo ion an t r sull~van side 4~ 0 ~ x 25 1a,aoo sF 23 47 95 ~ '
1shrub t Rear 640' x 20' =12 80 F 31 61 121 as o ~ ~ ~ CflD~ LANDSCAPE PLAN
~G~,nri~~-vrI Ir,? ul.l~n~~ Ili ~~-v»rr~c~l~ B 'nrl pi u~nra+ .-~I.~~ ~I~~-e~.l .I~~Foroh~-I.~ 0 S
.,...v~.~~.v vv11 nW vrc.,~.vw r ancn v vvvIv liQltiVlgliVU ILA iI ivI vI n.iy ~ 1068q.ft ~ 152 38 Totals fOf 39,600 SF 94 188 374 10--1111111cjmi
as indicated in Table
IN FZET
i inch = 40 f SBM
Notes: See plant schedule on sheet L- I .2 for provided plant mate
ant maternal. GRAPHIC SCALE
See-sheet CO. I for $MP Aquatic Planting Requirements L 10 ;menu o •

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~un~ra!lertaConB~h~c~glsamY't'~e~kq - , Rflp'6 TbP 9/3 CF 8URUA ,k W 9tWh'E my 2/s. ~ wac ear rt' ~

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ML Sw4l W34 q~FPNA4•ST/1A1R6 PY! ' SMCN ~ IINNS~ ~ mow/
{IJW, 1960. PMCf 1.'BAOM-a~N flovaAn9 Rele7 W Fa F+umpla SQ~,F- N,g~k-Ganml Mat Mtn, 6k. rao,_Ed1 ~~°d8l. ~ ` . Y It-1i' 18... 24" t8'.-
~ , . , - - S' 1x18'' - 18 91".' /"4
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. .bud Bbd#' . , TREES CODS BOTANICAL COMMON CONT CAL PLAITING DETAIL-Tkt,EE
I _ QNT CAL SIZE QTY
.
: ~ . .
I . . _ , . ' I
. . AG Acer rubrum October Glo TM October Glo Ma le B ~ ~ 3 C~ . rY ; rY p . ~ , , 5 ~ ~ 3 Cale 6-8' . ~ 24 '
_ : .
r,
CC Cerc~s canaden5~s FaStern ed u . d c r r~ ' I, i ~ B ` 3"Cal 6-8' 12 „ 1 Ir ''o
r' s ~ ;~'~a~~~aiJf~~~ `As
. , i I i . .t - ~ 9 ~ ~ Y° :x~
. y CF ' CornuS f3or~da Eastern ogwoo a W ~ x ~ gal 9
I . 7 5
t i' 4 ~ ' ~ 1
' . ~ S t ~ _ ~ a t FORM SAUCER WITH ,~,,,~~~'~t~C,~~,,~`
~ 3 ~ \ .E:r . - LC2 La er~troemra mdica atawba Catawba Cra e M rtle. 15 al 9 17 Y 9 ~ gal 8 3° CONTINUOUS RIM u' o o° w' 3" MULCH
z _ _ :III
c - 3. } , ~ ,==1_,_ I Il l l~ I I l hl l l~l ~ lr
I . . t i :
• ML Ma not a rand~flora tattle Gem DwarF Southern Ma nolfa B ~ B 3 C~ 9 9 g 3"Cal` 6-8~ 7 SPkGIFIED PLANTING _I ~ I I-I ~ h"_.L I
i.. M r ~ e '°F. F' N11X. WATER & TAMP ~ ~~I 11-I I1= ~lE AIR.: --1~I ~ f~I (11=1 I~I~
,,.i ' ~ ' ~ 'i y. - r II„ illl ICf=I11-IIIIIIIIIL'
5. ? t. ~5 5 4 ~ 'M. A ~ Sal f~ ; . . , P tri ,..~I 11 I I I I
:5 P p~nus a1u~ 5 -L4n Ieaf Pi p , g~~,,,, ~~k p 9 ne -BBB 3C~ I.. ~ , ~~yy~,~,yy!!pp~~,~~,j, x - { ~ B 3"Cal 6-8. 207 =1lI=III=1
j. ~ i ~ ` L t ss~at~e p~ANTINc
}y S w i
~ ~ .n . ~ r ~ ~ ~.k..4 QL Quercu5 laurifolea Laurel-leaved Oak " 8 ~ B 3 C~
~ B 3"Cal 6-8 ~ ~
' Iii : ~ . i'
,~q~ } i ' . ~ AIL YlNWf a ~ ~ ~ ~ w ~ ; ~ t< ' S ~ PLANT'I~IG DETAIL-SHR~ .
i , . F, ~ , , , ~ r{ QR Quercus rubra Red Oak 8 ~ B 3. C~ ~ 8 3"Cal. 6-8' 23

' i ~ } ~ y}.F
L jj ~ poi. I ti ~ i . i ~ L ? ~
UA UImuS ar~fol~a Allee Aflee Lacebark Elm B ~ B 3 C< P if ~ ~ 8 3 Cal C-8 17 ~ ~
k' , . . ~ i . ~ ~ .
. ~ _
Asl~'6ae. ~aU~bsplans, iY~Y~".tJ . ~Z
5' ~ ' ~ SH B DEB A 1 A RU 5 CO OT N C L `.COMMON CONT y ~ , I ' C f~.. 5 ~ONT ~ QTY rLArtTnvcNOr~s-BUFF~itAREA'' ~ w
"w. 4
AL Abelia randif{ora Litt e R~cha d Little Richard Abel~a 2 al 1. ALL QUANTITIHS LISTEDON THISDRAWINGARHAPPROXIMATEAND ARE LISTHDONLY ~ ~ gal 7O TOCLARIFYANDTOPROVIDEACHECKFORTHECONTRACTORFORBSTll,~ATiNG W''~
PURPOSES. THE CONTRACTOR SHALL 1~RFORM THEiR OWN pUAN[TY TAK-0FF AND
REPORT PROMPTLYANY DI~REPANCIE3 THAT MAY AFFECT B11B7ING: ~ • 2. REQIliR1~N1'SFORMEASURING,BRANCHING,GRA1MIdG,QUALII'Y,CONTAII~ER(RtOWN r ~ ~ ~
~i~s~ of~a PLANTS,ANDBALLED& BURLAPPEDPLANTS SHALLFOLLOWTHESTANDARD.. ~
' F5 .Fors hsa rntermedia ' S rin Glo l . g + Yt I' 9 rY 5 a CURRHNTLYRIE.COMMENDEDBYTH$LATESTEDITIONOFTHEAMFdtiGANNURSERY /~'1 gal ~ STOCK PUBLISHEDBYTHHAMERICAN ASSOCIATION OFNURSERYMHNT,ING: ~j~/
3. ALL 1~>sIDSCAPEDAREAS AND TREE PLANTINGS SHALL BEIN ACCORDANCEWITH THH
: . . , ~ VQ,GAGE OFWHiSPHRING PIl3ES: ~
4. LANDSCAPE CONTRACTOR SHALLVERiFY LOCATIONOFEXiSTiNGU1'1L1'fYLINES PRIOR Q TOPLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR DAMAGES DUETO
, ~ ~ • IF ,Ilex attenuate Foster ~ #2 Foster ~ #2 hot! 5 of 9 ga ( S , LANDSCAPE OPERATIONS. y
5. ALL DISTURBED AREAS SHALL 9E SBEDHD 1N ACCORDANCEWITH SEEDING $ SPECB~iCAT10NS. SEEGRASS@1GNOTES ON THIS SHEET.
6. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MII3Il~lUM3' LAYEROF MULCH. T/'f<
MULCH SHALL BEEITHER SI3EASONED SHREADEDHARDWOOD ORDRYPINE NEHDLES- ~ V1
ex cornuta wa - u or - wa Burford: hot( 2 ai ~ gal 89 TOBEDBTfiRMIIVEDBYOWNER 4 7. REFERTO SHRUBAND TREH PLANTING DETAII,ES IId THLS DRAWINGSET, ~ 1~'~} 1,
8. ALL TREES 5I3ALLHAEAM@M4UM OF TWOIlVCHBS CALIPERANDHAVEA M@IIMUM
- HEIGHTOFTENFEETFROMTHEGROUNDSURFACE,UNLESSOTHERWiSHSFECIFIED. a
~ ; . , JB Jung erus conferta Blue pac~fac Blue Pacific Juni er I al 9. THE CONTRACTOR SHALL A4AINTAINTHEPLANT@IGS AND CONTROL WEEDS W MULCH gal j ~ AREAS THROU~iII THEDURAT1oN01<GGNSTRUGTRki 4
10. WHERE THE PLANTQZG CALLS FORA "MDi ; TH6 PLANTS SHALL BE HVENLYMIXED BY
VARIETY. il. SPACINGSHOWNISFROMCBNTEROFPLANTORCONTAHIHR.
. ~ .
, . . = L Li ustru~n a onicum recurv~fQlrum Wax leaf I~ ustrum 5 al ~ . q 12 ALL PLANTS SHALL BHBACKFBd.ED WftH A MDCIUREOF: U3 SCREED TOP SOE., I/3 ~ gal ~ 3 DHGOMPOSED PINE BARK MULCH,113 PEAT. (UNLESS oTHHRWG4E SPBCIFJED)
k ~ r i rxASSnvc Nm~s
, c , 'ffiBV~if~t~}rtl' x'11# ~ i. ENTRY LAWNAREAS SHALL BE PROFILH JECI SPRAYHYDRO"DEED WITHBIJRMUDA ~
~ t
- LS2 Loro etalum ch~nense Sizzim Pink 5fzziRn Pmk Frm e. Flower 5 al , , : ~ 6 Q _ TiF9VAY4190RAPPROVEDHQUAL (APPLICATIONRATEOF 150~200LBSlACR$j. LiQU[D ' gal 58 RATE OF 3 LBS11 GALLONS OFWATER). .AND20.20-ZO LIQUiD FERTE.IZHR(APPLICATION 0
i 2. ENTRY LAWN AREAS (INCLUDING SHRUBAND TREH PT,ANTINGARHA) SHALL BE ROTO
a.-- . +~y~~ ° ,,~,~,,yy~f`,~.y~~, NIY I ~.+tlnP.'~!SOi}t , 'nY'fkkFNtlWNiMIWfi. TILLEDTOA DEPTH OF 6"WI'fH APFLICABLH AMOUNTS OF COMPOST ANDIORLANE ~ ADDED AS DETLxRMAVED BYSOII,ANALYSIS REPORT... w
s~eN l~ ~'q0 ~5t ~Pl~1n~~rttWt~•#~4 " 5,,,~ I,~S a NO BY DATE RS"VISION__,~~_,
~~.a MC Myrna cer~fera Wax M rtle 5 al - ' gal INSTALLATION&MAINTENANC~RE4PONSIBIIdTY 0 1 K€ 7/9/09 PER CITY COMMENTS
1. ALL LANDSCAPE MATERIALS SHALL BHPROPERLY INSTALLEDANDMAINTAINED BY THE , z
..:k~: , PROPERTYOWNERINACCORDANGEWCI'HTHEVILLAGHOFWHLSPHRINGFIl~IES ~ 2 KF $/3/09 PER CITY COMMENTS ORDPIANCE':
, ' - ,I (A 2 OWNI3RICONTRACT~SHALLBERESPONSIBLEFORDESIGNANDINSTALLATIONOF g 3 KF S/11/0 PER TOWN COMMENTS`
VD Viburnum dentatum Arrowwood Arrowwood Viburnum 5 ~a1 _ „5 ' . S i i 9a1, ~0 1RRIGATiONSYSTBM(IFANY). ~ a
' ~ _ f a
i uo~ _
uS
. ~ .
PROJEC"i'#: U84083 DATE:7/2I(O9
~i
DRAWN BY: ICAF CHBCKBDBY: RG ;
'
coDE ~,~scAPE ~L~v
~r
SHEET
a~ a
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