20091244 Ver 1_Site Plan_20091208

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TOWN OF SOUTHERN PINES
PUBLIC WORKS DEPARTMENT
. APPROVED FOR CONSTRUCTION
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¦ M V E~ 7 ~ 9 WATER BY DATE-
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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
RESPONSIBILITY FOR PROJECT DESIGN EROSION CONTROL
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CIVIL ENGINEER, PLANNER, LANDSCAPE ARCHITECT:. LL
TOWN OF SOUTHERN PINES WSP SELLS N N g
CONSTRUCTION PLAN APPROVAL 15401 WESTON PARKWAY, SUITE 100 a
ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND CARY, NC 27513
SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN PINES STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE MOST ~ ~ 919-678-0035 0
CURRENT UNIFIED DEVELOPMENT ORDINANCE (/UDO . IN THE EVENT OF A ~ ~
N \ R~~, VICINITY MAP ~ , CONFLICT BETWEEN METHODS, MATERIALS, STANDARDS AND/OR
g NTS SPECIFICATIONS IN THE APPROVED PLANS AND THE UDO, THE UDO GOVERNS ~ ' SURVEYOR: W
UNLESS A WRITTEN. WAIVER 1S ISSUED BY THE TOWN ENGINEER. ANY
CHANGE IN APPROVED PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN ' , ~ ~ HOBBS UPCHURCH & ASSOCIATES PA o ii y ~ ~ 0
APPROVAL. PUBLIC SANITARY SEWER AND UTILITY EASEMENTS SHALL BE ~ - ` ` - ` - - - - ` - - ^ - - - - ~ ~ _ ° ' ~ 1 ~~~~~~5 300 SW BROAD STREET
o RECORDED PRIOR TO FINAL ACCEPTANCE AND /OR ISSUANCE OF A ~1$ Ali ~ ~ ~ , SAVE SOUTHERN PINES, NC 28382 W
CERTIFICATE OF OCCUPANCY BY THE TOWN. , ; ~ 3 f j R=55,00 r ~
9v, I ~ I 1RUCK a ~ 3 1 ~ TURNAROUND ~v~~ 910-692-5616 W TURNAROUND ; If i ~ ~
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S ~ ¦ ¦ ~ SHEET C0.0 COVER SHEET C9.0 STORMWATER AND EROSION CONTROL STRUCTURE TABLE ~ ; ARCHITECT: o
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W SHEET C0.1 GENERAL NOTES ~ € , , Z SHEET C9.1 BMP WETPOND DETAIL PLAN , ~ ; ; }~z ~ BARTHOLOMEW ASSOCIATES INC. o
SHEET C0.2 GENERAL NOTES ~ i ' S SHEET C9.2 BMP 1 DRAINAGE AREA MAP ~ ~ ! ; ~ ~ a
SHEET C0.3 GENERAL NOTES ~ m ~ .~1\~~; ,~,,I ~ ~ ;,t ~ 978 TRINITY ROAD
Q SHEET C9.6 -WATER AND SEWER DETAIL I a SHEET C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN S ~ € Nt ~ ; ~ t RALEIGH, NC 27607 0
Z SHEET C2A SITE PLAN SHEET C9.7 WATER DETAILS ~ - s,g,~-+,3~-"`256,3-'-- - : , , ~ $ p 919-859-7003 N
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~ SHEEN' C3.0 GRAD{NG PLAN ; ~ E ~ SHEET C9.8 SITE DETAILS ~T ~ ~i ~ z e i ~ ~
I s ~'M! SHEET C4.0 EROSION CONTROL NOTES ~ ~ ~ l j
SHEET C9.9 SITE DETAILS , 2 ~ o Q t `i,,1 t ',N ~ PACT MAPS °
"v SHEET C4.1 PREDEVELOPMENT EROSION CONTROL PLAN ~ ! N p SHEET C9.10 SITE DETAILS ; ~ ~ } t~l j W
N SHEET C4.2 POST DEVELOPMENT EROSION CONTROL PLAN 13; M
SHEET C9.11 SITE DETAILS , ; ~ , ~t';,~},i'~ THE SNOPS AT WN SPER f~G P DES W , ~
SHEET C5.0 DRAINAGE PLAN ` ~ ' ' o SHEET C9.12 SITE DETAILS ; 13k 4 S IMPACT TYPE AREA LINEAR i
SHEET C6.0 UTILITY PLAN _ g , ~ o~ ' '~t " ' ~ LOCATION FTC ACRE FEET a
SHEET C9.13 EROSION CONTROL DETAILS ~ ; a ~ ~E,
a SHEET C6.1 EXMH -MH7 SANITARY SEWER PLAN AND PROFILE 3E t I, ~ ~ ~ 1 JW 21, 780 0.50 - a F . _ _ ~ ~ . _ r ,
SHEETC9.14 DETAILS ~ ~ ~ ~ 237.5• Q SHEET C6.2 MH7 - MH8 SANITARY SEWER PLAN AND PROFILE N,g,,~,31Y 23osr S,$'„~,3•E 237.85' S18ii'13"E ~ . LEGEND:
SHEET L1.0 CODE LANDSCAPE PLAN -
6.3 STORMWATER PR FILE _ _ _ . m.~~.~..~. ~ . _ ~ ~ _ _ 3
SHEET C7.0 LIGHTING PLAN (BY WLS) SHEET L2.0 CODE LANDSCAPE PLAN _w. ~ WETLAND IMPACT ~u..
SHEET C8.0 NC HIGHWAY 22 WIDENING PLAN SHEET A-1 ARCHITECTURAL ELEVATION PLAN HwY 22 N HWY 22
U JURISDICTIONAL WETLANDS (EXISTING}
0 SHEET C8.0.1 NC HIGHWAY 22 CROSS SECTIONS a W
N SHEET C8.0.2 NC 22ISR 1911 CROSS SECTIONS z a
SHEET C8.1 SR 1911 SULLIVAN DRIVE WIDENING PLAN U REVISIONS z
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j I HE KEVISIUN CLUUUS SHOWN UN I H5 SEI OF PLANS IS 1 U SHUVV I HE AREAS THAT HAVE CHANGED SITE MAP S 10/26/09MYLAR CD SUBMITTAL w
Li SINCE THE LAST BID SET. DUE TO MANY WHOLESALE CHANGES MADE TO THE PLANS, THE DESIGNER HAS MADE EVERY EFFORT TO INDICATE THE CHANGES; HOWEVER, THE DESIGNER SHALL ASSUME NO "c~ 00~ C" 0 CO
a LIABILITY IN CALLING OUT ALL THE CHANGES. THE CONTRACTOR SHALL EXAMINE THE PLANS TO HIS rn
SATISFACTION BEFORE REVISING HIS BID TO THE OWNER AND SHALL HOLD THE OWNER AND DESIGNER HARMLESS FROM ALL QUANTITY TAKE OFFS. Q ° -
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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 O
UTILITY- NOTES O
GENERAL PROVISIONS 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT VILL ;URRENT 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 SOUTHERN PINES AND NCDOT STANDARD J ~ STANDARD DIP SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA C150 AND AWWA C151. ~ ~
ASSOCIATED WITH THE REZONING PETITION AND OONDITIONAL USE PERMIT APPLICATION SPEGIFICATIONS AND DETAILS. FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA C153, PIPE ~ 0)
FILED BY JDH CAPITAL TO ACCOMMODATE DEVELOPMENT OF NEIGHBORHOOD SCALE ~ ¦
SHOPPING CENTER LOCATED ON THE NORTH .EASTERN CORNER OF THE INTERSECTION 2. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH S OF ALL EXISTIP FORMED BY HIGHWAY 22 ~e SULLIVAN DRIVE THE "SITE" . DEVELOPMENT OF THE SITE = ALL EXISTING UTILITIES ~ JOINTS CONFIRM TO AWWA C111. ~ y m
( ) WILL BE GOVERNED BY THE TECHNICAL DATA SHEET THESE DEVELOPMENT STANDARDS PRIOR TO THE START OF CONSTRUCTION, ANY DISCREPANCIES SHALL BI ~~IES SHALL BE REPORTED 2. THE TOPS OF ALL AiR RELEASE MANHOLES FOR THE WATER LINE SHALL BE ~ ~ ~
~ AND THE APPLICABLE PROVISIONS OF THE VILLAGE OF WHISPERING PINES ZONING TO THE ENGINEER PRIOR TO CONSTRUCTION. w• r' INSTALLED TO 1 FT ABOVE FINISHED GRADE AT LOCATIONS OUTSIDE THE ~
ORDINANCE (THE "ORDINANCE". THE SPECIFIC SITE PLAN IS ATTACHED TO ILLUSTRATE 3, CONTRACTOR SHALL NOTIFY ENGINEER OF DISCREPANCIES. BETWEEN FIEL C
THE INTENT OF THE DEVELOPMENT. 3ETWEEN FIELD SIDEWALK AREA. TOPS OF AIR RELEASE MANHOLES LOCATED IN THE SIDEWALK ~ Z ~
CONDITIONS AND THOSE SHOWN ON THE PLANS. AREA SHALL BE INSTA ~ ~ 0 LLED AT FINISHED GRADE. ~ U
PERMITTED USES 4, TOPOGRAPHIC INFORMATION PROVIDED BY HOBBS UPCHURCH ASSOCIATE H ASSOCIATES. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING UNDERGROUND C U N
THE SITE MAY BE DEVOTED TO BANK WITH DRIVE THRU, MEDICAL OFFICE, RESTAURANT,
AND DRUG STORE WITH DRIVE THRU, RETAIL, PERSONAL. SERVICE ESTABLISHMENT, CONTRACTOR TO NOTIFY ENGINEER OF ANY DISGREPANCIES IN THE FIEL'. FINANCIAL INSTITUTION, GROCERY STORE, AND SHOPPING CENTER. IN THE FIELD. UTILITIES AND REPORT CONFLICTS TO ENGINEER BEFORE CONSTRUCTION. CALL THE ~ ® ® ~ o a
5. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL. IN ACCORI Jl. IN ACCORDANCE WITH NC ONE CALL CENTER AT 1-800-632-4949. ~ O 3
BUILDINGS THE LATEST EDITION OF MUTCD AND NCDOT STDS. 4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE i
BUILDING LOCATIONS ARE PROPOSED AND ARE SUBJECT TO CHANGE BASED ON 6 TH E CONTRACTOR, TO THE MAXIMUM EXTENT POSSIBLE, SHALL NOT REty ALL NOT REMOVE LARGE EXACT LOCATION OF ALL EXISTING PIPING PRIOR TO CONCEALMENT. DRAWINGS D ~
FEASIBILITY AND ENGINEERING PRACTICES. SPECIMEN TREES AT THE EDGES OF THE EASEMENTS, AND MINIMIZE DAP MINIMIZE DAMAGES TO SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE PROJECT WITH A a' ~
PROPOSED DEVELOPMENT SHALL BE LOCATED AND CONFIGURED IN A HARMONIOUS H
TREES AT THE EDGES OF THE CONSTRUCTION CORRIDOR. MANNER TO CREATE VISUAL INTEREST. COPY OF THE TRANSMITTAL LETTER TO THE OWNER. C L
7, CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL/DEMOLITION OF ALL E ON OF ALL EXISTING 5. MINIMUM UTILITY SEPARATIONS: t4 d
A SINGLE BUILDING OR DEVELOPMENT OR .MULTIPLE BUILDINGS WITHIN A DEVELOPMENT i THE REQUIRED CLEARING - 18" VERTICAL CLEARANCE FROM TOP OF GRAVITY SEWER TO BOTTOM OF F- O
SHOULD MAINTAIN A CONSISTENT STYLE THROUGH A BALANCED AND CONSISTENT BUILDINGS, FOUNDATIONS, FENCE, DRAINAGE PIPING WITHIN THE REQUIRE
TREATMENT OF MATERIALS, ELEMENTS, FEATURES, AND COLORS. ALL PRIMARY FACADES LIMITS, UNLESS OTHERWISE NOTED BY OWNER OR ENGINEER, DISPOSE A' OF A BUILDING SHALL NAVE ARCHITECTURAL STYLE, DETAIL, .TRIM FEATURES, AND ROOF . DISPOSE ALL EXISTINGWATERLINES
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 REINFORCED CONCRETE STORM WATER PIPING SHALL BE CLASS III l E CLASS III UNLESS EXISTING STORM DRAINAGE MINIMUM 10' HORIZONTAL SEPARATION BETWEEN ® ~
COLOR PALETTES SHALL RESULT 1N A UNIFIED DEVELOPMENT BUT AVOID REPETITIVENESS.
PRIMARY OR BRIGHT COLORS SHALL BE USED SPARINGLY AND ONLY AS ACCENTS. OTHERWISE SPECIFIED. GRAVITY AND EXISTING UTILITIES ~
9. ALL STORM DRAIN FRAMES AND GRATES SHALL BE STAMPED WITH " DF .D WITH "DRAINS TO ~ 6. ALL CONTRACTORS TO COORDINATE ALL CONSTRUCTION ACTIVITIES AND UTILITY
ACCENT GOLORS SHALL BE .COMPATIBLE WITH BASE COLORS. COLOR SHADES SHALL BE USED TO FACILITATE BLENDING INTO NEIGHBORHOOD AND UNIFYING THE DEVELOPMENT. RIVER" IN ACCORDANCE WITH LOCAL STANDARDS.
THE COLOR SHADES OF BUILDING MATERIALS SHALL COMPLIMENT OR DRAW (N PART RELOCATION/INSTALLATION WITH UTILITY OWNERS.
10. NO TREE SHALL BE PLANTED WITHIN PUBLIC RIGHT-OF-WAY OR WITHIN FROM THE RANGE OF COLOR SHADES THAT ALREADY-EXIST IN THE AREA OR ADJACENT Y OR WITHIN FIVE (5) 7. ALL PRIVATE UTILITIES (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 M BETWEEN BACK OF CURB AND RIGHT OF WAY LINE.
ALL BUILDINGS SHALL USE MATERIALS fiHAT ARE DURABLE, ECONOMICALLY MAINTAINED, INCLUDING MEDIANS AND ~ ' 8, ALL UTILITY CASTINGS TO BE TOWN OF SOUTHERN PINES STANDARDS. ~ <
AND OF A QUALITY THAT WILL RETAIN THEIR APPEARANCE OVER TIME. PERMITTED ISLANDS, SHALL BE THE RESPONSIBILITY OF PROPERTY OWNERS, PROPE HERS, PROPERTY ~ „ ~
BUILDING MATERIALS INCLUDE BUT ARE NOT LIMITED TO: BRICK; NATURAL OR SYNTHETIC STONE PRODUGTS• WOOD PRODUCTS WHETHER NATURAL OR SYNTHETIC OF A DURAB ASSOCIATIONS OR THEIR ASSIGNEES IN PERPETUITY. > LE ,
NATURE; EXTERIOR SIDING OF A FINISH GRADE TO SIMULATE THE APPEARANCE OF WOOD, 12. BOUNDARY SURVEY & WETLAND SURVEY PROVIDED BY HOBBS UPCHURC 3BS UPCHURCH SAFETY PROVISIONS: ~ a6~a~ ~9M
STONE, BRICK OR STUCCO; TEXTURAL CONCRETE BLOCK; SITE-CAST CONCRETE PANELS;
AND STUCCO OR SYNTHETIC STUCCO, METAL, AS AN ACCENT OR ROOF MATER3AL MAY ASSOCIATES. 1. THE CONTRACTOR SHALL COMPLY WITH "NORTH CAROLINA OCCUPATIONAL SAFETY ~
BE USED. 13. COORDINATE UTILITY REMOVAL AND INSTALLATION WITH RESPECTIVE C0~ >PECTIVE COMPANIES. ~ AND HEALTH STANDARDS FOR THE CONSTRUCTION INDUSTRY", 29 CFR PART 1926
14. ALL WORK MUST COMPLY WITH NORTH CAROLINA STATE BUILDING AND I IiLDING AND HANDICAPPED AND PART 1910, PARTICULAR REFERENCE IS MADE BUT NOT LIMITED TO SUBPART P LEASED FOR
PARKING AND LOADING VEHICLE ACCOMMODATION AREAS OF THE DEVELOPMENT SHALL BE DESIGNED SO THAT ACCESSIBILITY VOL. 1C.
SANITATION, EMERGENCY AND OTHER PUBLIC SERVICE VEHICLE CAN SERVE SUCH - EXCAVATIONS ONSTRUCTION
DEVELOPMENTS WITHOUT THE NECESSITY OF BACKING UNREASONABLE DISTANCES OR 15. DOUBLE WHEELCHAIR RAMPS AR TO BE INSTALLED AT ALL PUBLIC STRE PUBLIC STREET 2, SLOPING, BENCHING, OR TRENCH WALL SUPPORTS FOR EXCAVATIONS GREATER THAN
MAK{NG OTHER DANGEROUS OR HAZARDOUS TURNING MOVEMENTS. INTERSECTIONS WHERE SIDEWALK IS REQUIRED. WHEN SIDEWALK IS NO1 :WALK IS NOT REQUIRED, 20-FEET IN DEPTH SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER.
CURB IS TO BE DEPRE55ED AT ALL RAMP LOCATIONS AS SHOWN ON TF SHOWN ON THIS STREET.
EVERY VEHICLE ACCOMMODATION AREA SHALL BE DESIGNED SO THAT VEHICLES CANNOT 16. THE MINIMUM CORNER CLEARANCE FROM CURB LINE OR EDGE OF PAVE EXTEND BEYOND THE PERIMETER OF SUCH AREA ONTO ADJACENT PROPERTIES OR DGE OF PAVEMENT OF
PUBLIC RIGHTS-OF-WAY. SUCH AREAS SHALL ALSO BE DESIGNED SO THAT VEHICLES INTERSECTION STREETS SHALL BE AT LEAST 20' FROM THE POINT OF T POINT OF TANGENCY OF
DO NOT EXTEND OVER 51DEWALKS OR TEND TO BUMP AGAINST OR DAMAGE ANY WALL, THE RADIUS CURVATURE OR TWENTY FEET. FROM THE INTERSECTION OF SECTION OF OOD LION NOTES:
VEGETATION OR OTHER OBSTRUCTION.
RIGHT-OF-WAY LINES WHICHEVER iS GREATER. THE RADIUS OF DRIVE US OF DRIVEWAY SHALL 1) COORDINATE ALL SHEETS W/FOOD L10N PLANS AND SPECIFICATIONS, THE STRICTEST
CIRCULATION AREAS SHALL BE DESIGNED SO THAT VEHICLES CAN PROCEED SAFELY NOT ENCROACH ON THE MINIMUM CORNER CLEARANCE. SHALL GOVERN CONSTRUCTION. ALL SITE UTILITY CONSTRUCTION SHALL FOLLOW THE
WITHOUT POSING A DANGER TO PEDESTRIANS OR OTHER VEHICLES AND WITHOUT INTERFERING WITH PARKING AREAS. 17. WITHIN THE AREA OF A DEFINED SIGHT TRIANGLE, THERE SHALL BE NO HALL BE NO SIGHT TOWN OF SOUTHERN PINES CURRENT UTILITY SPECIFICATIONS.
OBSTRUCTING OR PARTLY OBSTRUCTING. WALL, FENCE, SIGN, FOLIAGE, B
PARKING SPACES IN AREAS SURFACED IN ACCORDANCE WITH SUBSECTION (1) SHALL BE ,FOLIAGE, 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 VEHICLES BETWEEN THE HEIGHTS OF 24 INCHES AND 8 FEET A ND S FEET ABOVE THE OF LOT 3~.
CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY I F CURBING EXI CURBING EXISTS. 3) A STORM DRAINAGE SYSTEM MUST BE DESIGNED AND IMPLEMENTED INTO THIS SET OF ~
18. ALL CONSTRUCTION SHALL BE IN STRICT
VEHICLE ACCOMMODATION AREAS SHALL BE PROPERLY MAINTAINED 1N ALL RESPECTS. ACCORDANCE WITH VILLAGE, TI ~ VILLAGE, TOWN AND/OR CIVIL DRAWINGS., THIS STORM DRAINAGE SYSTEM MUST BE ABLE TO HANDLE AL.L ~ z
IN PARTICULAR, AND WITHOUT LIMITING THE FOREGOING, SURFACES SHALL BE KEPT IN NCDOT STANDARDS AND SPECIFICATIONS. RAINFALL AND PREVENT ANY PONDING ON ALL PAVED SURFACES. v P
GOOD CONDITION (FREE FROM POTHOLES, ETC,) AND PARKING SPACE LINES OR MARKINGS SHALL BE KEPT CLEARLY VISIBLE AND DISTINCT, 19. ALL DIMENSIONS ARE MEASURED TO FACE OF CURB, V ~ J m 4) SIDEWALK TO BE LEVEL IN FRONT OF FOOD LION, NO RAMPING. ~ ~ W J ~ ~
THE DEVELOPMENT SHALL PROVIDE A SUFFICIENT NUMBER OF PARKING SPACES TO 5) ASPHALT SHALL BE FLUSH WITH CONCRETE SIDEWALK AT FOOD LION. w Z ~ J ~ c°v
ACCOMMODATE THE NUMBER OF VEHICLES THAT ORDINARILY ARE LIKELY TO BE CLEARING: 6) SIDEWALK TO SLOPE FROM STORE TO' PAVEMENT AT 8" PER FOOT. SHOW SIDEWALK o z a ~ Q z
ATTRACTED TO THE DEVELOPMENT IN QUESTION. • CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTF 0 . LIMITS ESTABLISHED BY ~
METHOD IL ELEVATIONS AT 4 POINTS. N T ~ Z ~
THE DEVELOPMENT MUST COMPLY WITH THE PARKING STANDARDS SET FORTH IN 7} LOCATE ALL METERS, VALVES, ETC. AWAY FROM THE VESTIBULE, SIDEWALK, AND W Q Q ~
CHAPTER K SUBSECTION (4) TO SATISFY THE REQUIREMENT IN SUBSECTION (1), AND (B). ~ BERM DITCHES: HOWEVER, THE TABLE OF PARKING REQUIREMENTS IS ONLY INTENDED TQ ESTABLISH A • ~ ~ ~ ~ w~ DOCK AREAS. MUST BE RECESSED TYPE AND HEAVY TRAFFIC RATED. ~ ~ W V ~ z
PRESUMPTION AND SHOULD BE FLEXIBLY ADMINISTERED, AS PROVIDED IN SECTION 6.5, BERM DITCHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT IITH NCDOT STD, NO. W a = ~ V
3. THIS ORDINANCE RECOGNIZES THAT THE TABLE OF PARKING REQUIREMENTS SET 240.01 AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE 8} COORDINATE EXACT LOCATION OF ALL UTILITIES W/FOOD LION PLANS. a; (f) ~ M ;TED BY THE ENGINEER.
FORTH BELOW CANNOT AND DOES NOT COVER EVERY POSSIBLE SITUATION THAT MAY N • STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDO~ 9} ALL SPRINKLER RISER AND DOMESTIC WATER SERVICES METERS, VALVES, ETC. MUST N W ~ _ ~
ARISE. THEREFORE, !N CASES NOT SPECIFICALLY COVERED, THE PERMIT ISSUING :WITH NCDOT STD. NO. N
AUTHORITY 1S 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. ~
" WHEELCHAIR RAMPS: 0 10) FOOD LION SPRINKLER RISER TO BE TOTALLY SEPARATE AND INDEPENDENT FROM ~ r...
THE DEVELOPER SHOULD EVALUATE HIS/HER OWN NEEDS TO DETERMINE THE NUMBER • THE CONSTRUCTION OF ALL WHEELCHAIR RAMPS SHALL BE IN ACCORDA z IN ACCORDANCE WITH ALL OTHER SHOPS AND STORES.
v AND SIZE OF LOADING FACILITIES AND REFLECT SUCH ON THE SITE PLAN, NCDOT STD. N0. 848.05.
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EACH REQUIRED LOADING AREA SHALL HAVE ADEQUATE, UNOBSTRUCTED MEANS FOR THE a 0
INGRESS AND EGRESS OF VEHICLES. a
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TO THE MAXIMUM EXTENT POSSIBLE, ALL LOADING AREAS SHALL BE LOCATED BETWEEN THE BUILDING S AND THE REAR OR SIDE LOT OF THE PROPERTY AND OR SHALL BE 0 x H
/ Z SCREENED FROM THE VIEW OF THE STREET AND ADJACENT PROPERTIES.
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" ALL SIGNAGE WILL MEET THE STANDARDS ESTABLISHED UNDER CHAPTER K ARTICLE 3 " 0
N SECTION 4.17 OF THE ORDINANCE. N
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" ~ LIGHTING W
o ALL LIGHTING WILL MEET THE STANDARDS ESTABLISHED UNDER CHAPTER K ARTICLE 3 SECTION 4.11 w REVISIONS
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~ HIGHWAY CORRIDOR OVERLAY DISTRICTS ARE DISTRICTS WHICH OVERLAY UNDERLYING 0 7!9109 SITE PLAN COMMENTS o
ZONING DISTRICTS ESTABLISHED IN THIS ORDINANCE. THE USE AND DEVELOPMENT OF 0 911109 1ST REV COMMENTS
ANY LAND OR STRUCTURE (S) .WITHIN THE OVERLAY DISTRICT SHALL COMPLY WITH a REGULATIONS AND RESTRICTIONS FOR THE UNDERLYING ZONING DISTRICT AS WELL AS F ~ 9115J09SECOND CD SUBMITTAL
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M THE REQUIREMENTS OF TH}S SECTION. EACH OVERLAY DISTRICT SHALL BE 400' IN 0 DEPTH FROM THE EDGE OF THE PUBLIC RIGHT-OF-WAY AND SHALL RUN PARALLEL ~ 10126109 MYLAR CD SUBMITTAL a
~ ALONG THE RIGHT-OF-WAY FOR THE ENTIRE PROPERTY. w tt
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SETBACKS, SIDE YARDS, REAR YARDS AND BUILDING HEIGHT w PROPOSED LEGEND a,
ALL BUILDINGS CONSTRUCTED WITHIN THE SITE SHALL SATISFY OR EXCEED THE a STORMWATER UTILITIES 0 . a
REQUIREMENTS OF THE HIGHWAY CORRIDOR OVERLAY DISTRICT FOR THE DEPTH OF 400 ® CURB INLET N WATER vALVE ~ PROJECT#:09.4014 DATE:9J1109
N FEET AND THE NEIGHBORHOOD SHOPPING DISTRICT FOR THE REMAINDER, THE BUILDINGS SHALL SATISFY THE FOLLOWING REQUIREMENTS:
FRONT SETBACK: 35 FEET FOR PARKING AND 75 FEET FOR BUILDINGS. a ® JUNCTION BOX BLOWOFF ASSEMBLY W/ p VAtvE~ ~ DRAWN BY: JWE CHECKED BY; ET
SIDE YARD: 25 FEET FOR BOTH PARKING AND BUILDINGS. :AIR RELEASE VALVE 13A STRUCTURE NUMBER ~ 0-?1- ;MANHOLE ~ ~ TITLE
i ~ ~ ~ REAR YARD; 20 FEET. FOR BOTH PARKfNC AND BUILDINGS. ~ FLARED END SECTION FIRE HYDRANT w
° MAXIMUM BUILDING HEIGHT: 35 FT. m - j(FES)__ _ a GENERAL N(ITFS
_ RIP-RAP QISSIPATOR SHEET v9 OF 3.

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ORIGINAL CONDITIONAL USE PERMIT L O
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CONDITIONAL USE PERMIT GRANTED impact of existing uses. The uses proposed within the shopping center in the surrounding nefghborhood Based on discussions with the energy ~ ~ ~ ~
g are not of a type likely to have an adverse impact on surrounding Village and with NCDOT, the number of driveways proposed for the ameni generality of the foregoing, gas sales shall not be allowed without at and twenty-five year storms shall not exceed the predevelopment rate N ~ U amendment to the Site Plan approved by the Councih of runoff. Z
The Whispering Pines Village Council held a public hearing on September property values, and no testimony was presented that such an adverse site will be at two locations, one on N.C. Highway 22, and the other
23, 2~9 to consider the application of JDH Capital, LLC, to develop a impact would occur. utilizing an existing easement at Four Seasons Drive. There will also 4. The a 1 4. The applicant shall submit and obtain approval from the Village 8. No merchandise sales or dis la s shall be allowed on the sidewalks ar ~ ~ ~ PY
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 Count Council of a lighting plan prepared by a qualified engineer that other outdoor common areas without a permit. ~ vj
N.C. Highway 22 and Sullivan Drive. 4. The estabtishmentof the conditional use, will not impede the normal driveways, in conjunction with a series of internal connections, are satisfi and orderly development of the surrounding property for uses designed to minimize traffic congestion on the adjoining streets and in prdin; satisfies the provisions of Article III, Section 4.1 1 of the Zoning ~
The property that comprises the development tract is further idenUtted by the permitted in the district. Properties surrounding the site are developed the surrounding neighborhood. while Ordinance and that provides sufficient lighting for security purposes 9. The pond that is shown on the Site Plan is jurisdictional wetlands and ~ ~ ' N ,while still complying with dark sky principles. Light fixtures may can only be developed with a permit issues by the U.S. Army Corp of ,i,~, p ~
following LRK number; 99000490. along the north and south sides. Property along the eastern boundary va b ry vary between twenty-six (2b) and thirty (30) feet in height to provide engineers, r-
wil[ be buffered by a water feature and additional landscaping that The conditional use shall, in all other respects, conform to the unifor uniformity, and luminaries shall be shielded or configured to cast the ,r,,, ~
Having reviewed the application materials, the general purpose and will be required pursuant to a landscaping plan. Property to the west applicable regulations of the districti>a which it is located Subject to light d standards set forth in Chapter K (Zoning), Article lll, Section 7.A.II of (along N.C. Highway 22) is mostly, undeveloped, but the Town of the conditions set forth below, the application conforms to all other bound light downward and to prevent light from shining beyond the 10. Required permits from the Army Corps of Engineers and/or the ~
the Village Code, alt evidence and testimony received at the public Southern Pines has designated the future land use in this area as retail. requirements of the Zoning Ordinance. light 6 boundaries of the shopping center into neighboring properties. The Division of Environmental Management in order to fill wetlands on ® (n light level at the property boundaries shall not exceed 0.5 foot the site, must be received prior to any land disturbing activity on the !D.
hearing, and the recommendation of the Planning Board, the Council No evidence was presented that the shopping center would impede the candle candles. All lighting fixtures Shawn in the approved plan fora sjfi;, H
concludes as follows 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 rtioi Pa particular phase shall be installed and operable before a certificate of
issuance of a conditional use permit, The Council's conclusions with conditional use permit is hereby GRANTED; subject to the following occu P respect to each standard are set forth in italics, followed by the 5. The exterior architecturad appeal and functional plan of the proposed conditions; occupancy is issued for that phase. 11. Failure to comply with any condition set forth herein shall be treated C tG
findings of fact upon which those conclusions are based. structure is not at variance with either the exterior architectural 5. The a in the same manner as a violation of any other provision of the Zoning ~ 5. The applicant shall install and maintain landscaping in accordance Ordinance, i
1 appeal and functional plan of the structures already constructed or in with a F C with a landscaping plan submitted to and approved by the Village p
L The proposed uses are Iisted among the conditional uses in the district the course of construction in the immediate neighborhood. As 1. Within sixty (64) days after the issuance of this conditional use Cou c n Council. Unless otherwise provided in the approved plan, all 12. No land disturbing act shall take place until such time as the applicant N
for which the application is made. A shopping center is one of the demonstrated by the architectural drawings submitted with the permit,. the applicant shat( submit or cause to be submitted a petition landsc uses permissible with a conditional use permit in the NS, application, the proposed shopping center will provide a uniform far voluntary siineitation of the property that that is the subject of this the cei landscaping that is required on the phasing plan to be installed prior to has met the design requirements of the NCDOT. ~
Neighborhood Shopping District, and the specific uses 1rsted on the architectural design across the project site, including a modification of permit in accordance with applicable statutes. This petition shall not Any p the certificate of occupancy for a particular phase shall be so installed. . ~
Site Plan are all permissible within a shopping center. (See below, the fagades of one existing building on the Gatti tract that will be withdrawn for a period of at least twelve months. possib Anyplants, trees, or shrubs that die shall be replaced as soon as 13. No construction shall take place until fhe applicant has presented to . ~ possible consistent with weather related conditions. Further a the Village Council, satisfactory evidence that there will be adequate ~
condition number 3, for a Limitation on those uses). remain. This architectural scheme is not at variance with the minim minimum landscaping plan for the out- parcels shall be submitted and public facilities at the site including water, sewer and electric. \ ~
architectural appeal and functional plan of other structures in the 2. Prior to the c a~nmencement of any land disturben activi on the site a roe g ty ~ pp approved by the Village Council. If the wet pond on the site is T"
2. The establishment maintenance, or operation of the conditonaI use immediate neighborhood, the applicant ;:call submit and obtain Village Council approval of a fencei will not be detrimental to or endanger the public health, safety, phasing plan that will show, through graphic means and text, what site the fei fenced, the landscaping plan shall include a landscaping buffer along
morals, comfort or general welfare..4 shopping center located at the b. Adequate utilities, access roads, drainage, and/or necessary facilities improvements must be completed before any certificates of occupancy the fence line.
intersection of two main roads and limited to the uses specif ed in the have been orare beingprovided. Water and power lines already can be granted with respect to any building located within any 6. Prior 1 Approved this 23rd day of September, 2009. 6. Prior to the issuance of a certificate of occupancy, for each phase, the -
Site 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 will post a performance applic applicant shall submit to and obtain approval from the Village Council
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 beneficiary, which bond shall be of a si comfort, or general welfare, the execution of an agreement between the town and the applicant that issued by an A rated bonding company, in an amount e ual to 125% of a sign plan that satisfies the requirements of the Zoning Ordinance. . A
q All srl outlines the sharing of costs between those two parties. Proper access of the infrastructure for all phases of the project and the completion of All signage shall comply with the approved sign plan. ~~~~a~wge©~/,
3, The conditional use wits not be injurious to the use and enjoyment of to the site is provided as shown on the Site Plan, Drainage will be all buildings in Phase One of the project, which shall bond uaran 7. Prior g ty 7. Prior to the commencement of any land disturbing activity on the site, o Zschoch , or s ~ ~ 6 `
other property in the immediate vieiniiy for the purposes already handled in accordance with an approved stormwater management plan that infrastructure and those buildings as describe herein. the ap the applicant shall submit and obtain Village Council approval and the g g ~ r~
permitted nor substantially diminish and impair property values with (see below, condition number 7}. a ro' PP approval of the Village engineer of a stormwater management plan r~ ~ ~ ~m '
the neighborhood. The existing uses on the property include a 3. Each building shown on the Site Plan may be used only for the use or prepay mixture of retail, personal service, offices 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 t prepared by a qualified engineer. The stormwater management plan ®®m~ r ~ 'v
on surrounding properties will not be substantially different than the egress so designed as to minimiae traffic congestion on the streets and shall ensure that the post- development rate of runoff in the two, ten, ° ~e
RELEASED FOR
CONSTRUCTION
i EARTI~WORK PER TERRACON REPORTED DATED NOV. 3 2006 ~ j
I _ _ _ , W
Proposed 16.8 Acre I?evalapment ~pment Terracon Project Na. 71067778 Proposed 18,8 Acre Development 7erraaon Project No.7i067778
Whispering Pines, NC Navanber3, 2006 Whispering Pines, NC November 3, 2008 I
i
be performed during subgrade preparati bearing ajndifions. Unsuitable soils, if e subgrade preparation and footing construction to confirm suifiabie performed with a moderately loaded dump truck or similar construction equipment. The ~ V rsuitable soils, if encountered, can be addressed fhro h localized i geotechnical en ineer's re ~ z
overexcavation (undercutting) and replacer ug g presentative should serve this operation to aid in delineating ~ t ~ rtting) and replacement with new engineered fill. ~ unstable soil areas. Soils which rut or deflect excessively during proofralling should be 1~i// V
undercut as directed by the geotechnical engineer and replaced with compacted fill material. ~ .J m
Some loose sand was encountered near it ~ncauntered near the surface at borings &2, 8-4,13.6, &7, B-9,13-14, ' ~ ~ ~ W ~
and B-t1. In their current condition, these Z o :nt condition, these soils are marginal for the support of foundations; ~ Considering th® moisture sensitive nature of the on-site soils, we expect potential °w J ~ N
floor slabs, and pavements. 7a improve tl mts. 7a improve these rnaferials, we recommend the sand be rolled ~ undercutting can be reduced if the site preparation work k performed during Typically drier ~ m ~ U
with asmooth-dnam vibratory roller after stn atory roller after stripping. ~ months of the year (May through October).. p a Z ~ q z
Provided subgrade preparation is perform ~aratian is erformed as recommended in Phis re art wre ® cT the a ~ 0. ~ p p~ Earthvrork f Z ~
site sails to be suitable for the support of p for the support of on-grade floor slabs and pavements. However, the ~ ~ ~ ~ ~ ~
near surface sandy clay and clayey sand y and clayey sand encountered at some of the boring locations is Structural fill and backfill placed at the site should consist of a soil that is free of organic a W ~ m Q
moisture sensitive and wtll become unsta wtll become unstable when wet. Due tc the potential for unstable ~ material or debris. With the exception of topsoil, roofmat, the an-site sots may be reused as y / W a = ~ ~
subgrades during wet weather, we ream n veafher, we recommend earthwork orations be performed during ~ structural fill. The on-site sand, clayey sand, and sandy clay can be reused as fill, but are N ~
o warmer, drier periods of the year. 0 W the year. moisture sensitive and will require careful mokture r~ntrof. Excess topsoil may be place in ~ ~ 0
Site Preparation areas to be landscaped, ~ ~ ~ a
M i ~ 5ti°tictural fill should be placed in 8- to 10-inoh thick loose lifts at a masture cantetti within ; o
Site preparation should begin with the demr m Begin with fhe demolition of the existing structures and debris removal. tilree percent of the optimum moisture content of fihe material as determined by ASTM D 698 ~ w
0 As part of the demolition, buried concrete z n, buried concrete foundations or septic systems associaTed with The (standard Proctor), Each lift of fill should be uniformly compacted to a dry densrry of at least ~ o
existing sfruc#ures should also be removed d also be removed. Existing utilities that are to be abandoned should 95 percent of the maximum dry dens~tyr of the material determined according to ASTM D 698 v!
be removed or filled with grout. The exc properly backfilled with compacted structur ith grout. The excavations resulting from utility removal should be (standard Proctor}, j
report. Any utilities That are to remain in se Ampacted structural fill as described in the Earthwork section of this ~ ; a are to remain in sernce should be accuratery located horizontally and The geotechnical engineer's representative should perform in--place field density tests to ! o
vertically to minimize carifl'~t with new fount rfl~t with new foundation cansfrudion. evaluate the compaction of the structural fill and backfili placed at fhe site. We recommend a ' a
W W minimum testing frequency of one test per lift p~' 2,500 square feet of fill area within the a
= All tapsai[, vegetation, debris, and other debris, and other unsuitable material should be removed from the i building Footprint and one test per lift per 5,000 square feet of fill area within the pavement
a constnrction areas. We anticipate an av. a anticipate an average stripping depth of 6 inches to remove the areas. For utility french backfill, we recommend a testing frequency of one test per lift per 100 i ~
w topsoil and rootmat located in across the ated in across the site and in the wooded area. Topsoil may be re- ~ feet of trench. Additional testing may be required if variable condition are encountered during I w
us~l in areas fo be landscaped. 0 U soaped. i construction. ~
W To repair disturbed near surface soils and t U surface soils and develop uniform subgrade support, we recommend I Excavations o
g the exposed subgrac~ soils in areas to yea oik in areas to receive fill or at the subgrade elevation in cut areas be y
o denstfied in-piece using a mednim to hear a medkim to heavy weight, vibratory smooth-drum roller, Vibratory i The majority of the site soils may be excavated wilti oonventianal construt~on equiprr~nt ~ LL t ~
rolling shcu(d be performed in all building ai red in all building and pavement areas, and should be performed after such as bulldozers, backhoes, and trackhoes. Wet condit~ns can signif"rcantly reduce the I N
'g a suitaE~e period of dry weather fc avoid d weather fa avoid degrading an otherwise acceptable subgrade. The stability of excavation sidewalk. For this reason, all excavations should be evaluated far ~ REVISIONS
vibratory rolling should consist of six pas 8 perpendicular tc the first set of three pas consist of six passes, vuifh the second set of three passes being stability by a competent person prior to entry by personnel. All excavations musT strictly _
shautd observe the roiling operation to aid it it set of three passes. The geotechnical engineer's representative j adhere fo the most current federal, state and local OSHA regulations. 0 911!09 1ST REV COMMENTS g operation to aid in delineating problem soil areas, o
0. ' z 9!15!09 SECOND CD SUBMITTAL
After densifying the near surfaa3 soQs with r surfarxa soQs with asmooth-drum roger, the exposed su~jrade soils o
p should be proofrolled to detect any rema s r detect any remaining loose or soft soils. Praofrolfing should be ~ 0 10/26109MYLAR CD SUBMITTAL
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(EARTHWORK PER TERRACON REPORTED DATED AUG. 13 20:09
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YrhiaperingPlnesShoppingCanter ~ ~@~~ whisperingPlnesShappingCenter V@RaL071 WhlspedngPinesShoppingCeMar ~ N@rcacrm Whispering Pines Shopping Center ~ ~2rraC~n ~ Whispering Pines Shopping Cantor ~4'rraCON
TerraeonProjectNo,71095030 TemaconProjectNo.7109603D TemacanProjeMNo.7109b030 Augast13,2009 i August 13, 2009 August 13, 2009 Terracon Protect No.71095039 ' Terrecon Protect No.71096030 August 19, 2009 ~ August 13,20D9 r~ r
possibHity of groundwater level fluctuations should be considered when devebping the j I • No loadin from tom action e w ment L ~
design and construction plans forthe project. Site Preparatron Structural fill should be placed in 8- to 10-inch thick loose tilts at a moisture content within three S=Surcharge ~racfivapressurem°vem®m 9 p q ~p "~'i _ (0.002 H to 0.004 H) No loading from nearby footings or stabs
percent of the optimum moisture content of the material as determined by ASTM D 698 Seasonal high groundwater levels are expected 40 occur during or just after the typically I SHe preparation should begin with the demoltion of the existing sructures and debris removal. (standard Proctor). Each lift of fill should be uniformly compacted to a dry density of at least 95 L.,...- ~ Na dynamic loading ~ i S Farat•testpressure ` ~
cooler months of the year (November through April}. ~I As part of the demolHion, buried concrete foundations or septic systems associated wish the percent of the mra~rimum dry density of the material determined according to ASTM D 698 - No MovernerdA~umed + No safety factor included in soil parameters ! lp
existing sluctues should also be removed. Foisting utilities that are to be abandoned should (standard Proctor). The upper 8 inches In pavement and building areas should be oompadetl Seismic Site Classification ~ be removed or 811ed with grout. The excavations resuking from utility removal should be to at least 1D0 percent of the standard Proctor maximum dry density. Based on the laboratory Horizontal ' ~ Ignore passive pressure In frostzone ~ ~ N I Fln~hed
properly backfilled with compacted structure) fill as described in the Earthwork section of this test resuks the soils in the upper 5 feet appear to be relatively dry and may need to have j Grade ' ' These design parameters should NOT be use in the design o€ mechan'~cally stabilized C U earth (MSE) retaining wa8s. ~ ~ r. z
In our opinion, the subsurface conditions at the project site correspond most closely wfth report. Any utilities that are to remain in service should be accurately located horizontally and water added during the earthwork operations to achieve required compaction, j those of SHe Class D as described in Section 1615.1.1 of the 20D6 North Carolina State ~ vertically to minimze confHdwith newfoundation construction. i H ~ I
g Excavations Bunldin Code. This type of profile is charader¢ed as stiff soli with avera~ N-values I I. t3a~ii placed against structures should consist of granular soils or low plasticity cohesive 0~ ~ ~
greater than or equal to 15 bpi and less than 5D bpi w8hin the upper 10D feet of the ~ All topsoil, vegetation, debris, and other unsuitable material should be removed from the subsurface profile. y twnstruntion areas. Topsoil may be re-used in areas to he landscaped. The majority of the site soils may he excavated w'dh conventional construction equipment, such Finished Grade soils. For the granular values to be valid, the granular backfill must extend out from the base of i ~ i the wall at an angle of at least 45 and 80 degrees from vertical for the activefat-rest and i ~ ~
as bulldozers, tiackhoes, and trackhoes. Wet condtions can significantly reduce the stabiCty of " passive cases, respecOvety. To cainutate the resistance to sliding, a value of 0.35 should be Q ~PT~-P'"'~ Rethinin9 Wall ~ used as the ultimate weffioient of friction between the footing and the undadying soil. ~ . ~O ~ N
ENGINEERING RECOMMENDATIONS To repair disturbed near surface soils and develop uniform suhgrade support, we recommend ~ excavation sidewalls. For this reason, all excavations should be evaluated for stability by a the exposed subgrade sots in areas to receive fill or at the subgrade elevation in cut areas be wmpetent person prior fo entry by personnal. All excavations must strictly adhere to the most p N
Geotechnical Considerations densfied in-pbce using a medium to treavy weight, vibratory smooth-drum roller. Vibratory current federal, state and local OSHA regulafmns. A perforated rigid drain line installed at the foundation level behind the base of walls ~ ~ 3 extending below adjacent grade is recommended is prevent hydrostatic loading on the
rolling should be performed in all building and pavement areas, and should be performed after ilium dense t dense sand with va 'n amounts of I a suitable eriod ofd weather to avoid reds an othemdse acre table sub rode. The ! Refainin Walls The borings generally encountered me o m g ~ p ry deg ng P 9 9 TABLE 2 ! wails. The drain line should be abped to provide positive gravity drainage and should be ~ ~
clay and occasional sandy clay seams. Based un the results of our borings, the structures vibratory rolling should consist of six passes, wkh the second set of three passes being EARTH PRESSURE CCEFFICIENTS surrounded by free-draining granular material graded to prevent the intrusion of fines, or an L .alternative iree•draining granular material encapsulated wfth suitable filter €abric. At least a ' ~ (n ~I EARTH COEFFICIENT FORBACKFILL EftU{VALENT SURCHARGE EARTH ! 2-foot wide section of free-draining granular fill should be used for batkfii! above the drain I A
can be supported on shallow footing foundations bearing on medium dense to dense sand, perpendicrlar to the first set of tlrree passes. The yeotechnbal engineer's representative Reinforced concrete walls wfth unbalanced backf7l Ieveis on opposHe sides should tie j or new fill material. The soils encountered at the borings generally appear suitable for the should observe the proofro(ling operaton to aid in deineating problem soil areas. ~ designed for earth pressures at least equal to those indicated in the following table, Earth
support of shallow foundations; however, we recommend dose examination of the materials i pressures vriil be influenced by structural design of the walls, comdhions of wall restraint, I PRESSURE TYPE FLUID PRESSURE, PRESSURE, Ime and adjacent io the wall and should extend to within 2 feet of final grade. In unpaved ~ ~ GDNDIrIDHS PRESSURE P, P, ii areas, the granular bac~ll should be capped with compacted cohesive fill to minimize
be performed during subgrade preparation and footing consfmdion to confirm suitable After densHying the near surface soils wHh a smooth-dram roller, the exposed subgrade soils methods of construcion andior compaction and the strength of the materials being bearing wnd8ions. Unsuitable sails, if enwuntered, can be addressed through localized should be proofrolled to detect any remaining loose or soft soils, Proofrod'mg should be restrained. Two wall restraint conditions era shown, Active earth pressure is commonly (pcfJ (psry (psi) infiltration of surface water into the drain system. A prefabricated drainage structure maybe
overexcavation (undercutting) and replacement wHh new engineered fiiL I . performed with a moderately loaded dump tmdt or similar pneumatc tired construction used for design of free-standing cantilever retaining wails and assumes wall movement. , Active (Ka) Imported Granular-0.29 35 (0.29)5 (35)H % used above a drain line as an alternative to free-draining granular fill. A prefabricated ~ ~ ~ On•site Sand and Clay - 0.39 46 (0.39)S (46)H drainage structure is a plastic drainage core or mesh which is covered with fi0er fabric to p.
equipment. The geofechnial engineer's representative should observe the operation io aid in The "at•rest" conditon assumes no watt rotation, The recommended desi n lateral earth g Some loose sand was encountered Haar the surface at borings NB-01, NB-O2, NB-03, NB• delneatng unstable soil areas. Solis which rat or deflect excessively during proofrolling stmuld pressures do not include a factor of safety and do not provide for possible hydrostatic At-Rest (Ko) imported Granular- 0.46 55 (0.46)S (55)H ~ Pre~t soil intrusion, and is fastened to the wall prior to placing backfill. i
04, NB-05, NB-06 and B-17. In their current condition, these soils are marginal for the be undercut as recommended by the geotechnical engineer and repinced with compacted 811 ~ pressure on the walls. These design parameters should not be used in the desi n of 9 , On•s(te band and Clay - 0.56 67 (0,56)S (67)H 1 ~ Q ` Foundation Systerrrs !
support of foundatona, floor slabs, and pavements, To improve these materials, we material. mechanically stabilized modular black retaining walls. Additional analyses and design recommend the sand be rolled with asmooth-drum vibratory roller after shipping. ! parameters forthese retesting walls can be provided upon request. Pa9slve(Kp) ImportedOrenular-3.4 405 - ~ i ~
' Considering the moisture sensitive nature of some of the onsite soils, we expel potential ~ On-sfte Sand and Clay - 2.6 307 - - ! We r~ommend that the proposed buildings be supported an shallow foundations basting I . on suitable natural soil ar property compacted fiN. A net allowable bearing pressure of 2,500
Provided sllbgrade preparetion is performed as recommended st this report, we expect the ! undertxitting can be reduced if the site preparaton work is performed during typically drier I site soils to be suitable forthe support of oo-grade Boer slabs and pavements. However, the i months of the year (May through Ddaber). Conditions a liable to the above t~ndftions include: f pounds er s ware foot s should be used for footin s hearin on tom etent residual soils pp p 4 (p i1 9 9 p r
near surface sandy clay and clayey sand encountered at some of the boring locations is ; i and suitable structural fill placed in accordance with the recommendations in this report. Q • For active earth pressure, wall must rotate about base, with top lateral movements 0,002 Tha net allowable bearing pressure is that pressure which may be irensmitted to the soil in 'd'
moisture sensitive and can become unstable when wet, Due to the potendai for unstable Earthwork subgrades during wet weather, we recommend earthwork operations be performed during H to 0.004 H, where H is wall height excess of the surrounding overburden pressure. ~
warmer, drier periods of the year. Structural fill and backfill phaced at the site should censLst of a bw to moderate plaslic'Ity soil ® For passive earth pressure, waft must move horizonfallyto mobilize resistance, r • Uniform surcharge, where S is surcharge pressure Shallow foundations should be designed to bear at least 12 inches belowfinished grades for
(liquid IimH less than 50 and plasticity index tens than 20) That is free of organic maieriai and debris. The on-alfe natural soils may be reused as strucural fill. Reuse of excess topsoil • In•situ sail hackfiil weight a maximum of 120 pct frost protection and protective embedment. Terracon recommends that column footings
should be restricted to landscaped areas, Imported 811 soils should classify as CL, ML, SM, or , + Horizontal backfili, compacted to at least 95°/s of standard Proctor maximum dry density should be at least 24 inches square and wall footngs should be at least 16 inches wide.
SC in atx:ordance wfth the Unified Soil Classfication System. • Loading from heavy compaction equipment not included • Na hydrostatic pressure acting on wall ,
5 6 7 8 9 i
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I
Whispering Pines Shopping Center ~@triC~l Whtspering Plrtes Shopping Canter T~@R7CNii Whispering Pines Shapping Comer 'iem~on TerrawnProjectNo.71096030 TerraconProjestNoJ1096030 TemawnProjectno.7108b030 Whispering Pines Shopping Center ~@ffdCOn Whispering P1nos Shopping Cemer ~ertaron i Terrason Protect No.71096030 Termcon Protect No. 71086090 i
Augl~ 13, 2009 I August 13, 2009 ~ August 13, 2009 i August 13, 2009 Augr~t13,2009
We estirrete the total settlement for the buildin additions will be less than 1-inch, which is ossibil' of roundwater level fluctuations should be considered when develo in the 9 p dY 9 p 9
typicaly tolerable by masonry block, steel acrd wood framed structures. Differential I design and construction plans for the project. Site Preparation settlement between column footings and along wall footings should also be tolerable (less FaedWepressuremovemem ASED FAR Structural fill should be placed in 8-to 10•inch thick Bose lifts at a moisture content vrithin three S Surcliarge _ _ (0.002 H to O.t>44 H) NSTRUCTION
than. about'-inch}. Seasonal high groundwater Ieveis are expected to occur during or just after the typically ! Site preparation should begin wHh the demolition elf the existing structures and debris removal. ~l c~ler months of the year (NovemberthroughApttl). ' As part of the demolition, buried concrete foundations or septic systems associated with the I percent of the tgltimum moisture cattent of the material as determined by ASTM D 698 I (standard Proctor). Each lift of fill should be uniformly compacted to a dry density of at least 95 S Fa at-rest pressure i
We recommend that the footing excavations be examined by a Teracen representative to ' existing structures should also be removed. Existing utilties iMat are tD be abandoned should -No MovementAssurr~d percent of the maximum dry density of the material determined according to ASTM 0 698 j i
verify that suitable soils are present at and below the proposed bearing elevation. If soft or ! Seismic Site Classification be removed or fiibd wfth grout. The excavations resuking from utility removal should be (standard Proctor). The upper 8 riches in pavement and buiMing areas should be compacted i Horizontal ~ to at least 100 percent of the standard Proctor maximum dry density. Based on the laboratory Finfshad
unsuitable materials are encountered in the tooting excavations, they should be remediated ' propel backfilletl wfth cam acted structural fill as described in the Earthwork section a this Y A as recommended by the geotechn'rcal engineer. Due to the relatively sandy nature of the I In our opinion, the subsurface conditions at the project site cortespond most closely wfth report. Any u68ties that are to remain In service should be accurately located hor¢onfally acrd test results the sorts in the upper 5 feet appear to be relatively dry and may need to have Greg
material, remediation options may include applying compactve effort at the footing bearing I those of SHe Class D as described in Section 1615.1.1 of the 2006 North Carolina State vertically to minimze conflict wish new foundation construction. water added during the earthwork operations to adlieve required compaclion. ~ - H i
elevation with hand-held corn action a ui ment or removin unstable material and re lacin 1 BuHdin Code. This a of rofile is characterized as stiff soil with avers a N•values p 9 P g P 9 g typ P 9 with washed, crushed stone to the fog8ng bearing elevation. I greater than or equal to 15 bpf and less than 50 bpf within the upper 100 feet of the I All topsoil, vegetation, debris, and other unsuitable material should be removed from the 1 Excavations ( - t Horizontal i
subsurface profile, construction areas. Topsoil may be re-used in areas to be landscaped, Fin~hed Grade The majority of the slte soils may be excavated with conventional constmction equipment, such ; a ~
The footing subgrade can lose strength and have increased compressibility 'rf disturbed or as bulldozers, backhoes, and trackhoes. Wet conditions can significaMiy reduce the stability of jl-pz-?j{--p,-~ R~(ning vyail
alowed to become saturated. Should the sots at the bearmg level become disturbed, the ~ ENGINEERING RECOMMENDATIONS To repair disturbed near surface soils and davebp uniform sub rode su rt, we recommend 0 PPo affected soil should ba removed prior to placement of concrete. Concrete should be placed the exposed subgrade soils in areas to receive fil(or at the subgrade elevation in nut areas be excavation sidewalls. For this reason, all excavations should be evaluated for stability by a competent person prbr to entry by personnel All excavations must strictly adhere to the most ' ,
as soon as possible after excavating to minimize disturbance of bearing sots. The bottom of Geotechnical Considerations densified in-place using a medium to heavy weight, vibratory smooth-drum roller. Vibratory current federal, state and local OSHA regufaUons.
the foundation excavations should also be clean and free of any loose soli, mud, and debris i i rolling should be performed in all building and pavement areas, and should be performed after priorto placing concrete, Aiso, concrete should oat be placed on frozen suhgrades. I The borings generally encountered medium dense to dense sand with varying amounts of j a suitable pared of dry weather to avoid degrading an otherwise acceptable subgrade, The TABLE 2 I Retaining Walls ! EARTH PRESSURE COEFFICIENTS
~ clay and occasional sandy clay seams, Based on the results of our borings, 4he structures ~ vbratory rolling should consist bf sa passes, with the second set of three passes being GroulxJwater seepage into foundation excavations ~ not expected at this site; however, i can be supported on shallow footing foundations bearing on medium dense to dense sand, perpendicular to the first set of three passes. The gedechnical engineers representative ' ~ i
exposure to inclement weather can also introduce unwanted moisture into the footing ! or new fill material. The soils encourdered at the borings generally appear su'dable for the should observethe proofiolling operation fo aid in del'mea8ng problem sot areas. Reinforoed concrete wails with unbalanced backfill levels on opposlte sides should be i designed for earth pressures at least equal to those indicated in the following table. Earth ~ EARTH COEFFICIENTFORBACKFILL EQUIVALENT SURCHARGE EARTH
subgrade. if construction occurs durirxl inclement weather, and concreting of foundations is ~ support of shallow foundations; however, we recommend close examination of the materials j not possible at the time they are excavated, a layer of lean conaete should bs placed on I be performed during subgrade preparation and footing consruction to confirm suitable After densifying the near surface sods with a smooth-dram rdier, the exposed subgrade soils { PRESSURE TYPE FLUID PRESSURE, PRESSURE, pressures will be influenced by strurdurai design of the walls, conditions of wall restraint, { CONDrrIONS PRESSURE Pr Pz
exposed bearing surfaces for protection. Where high moisture conditions are encountered at bearing conditions. Unsuitable soils, H encountered, can be addressed through localized ~ should be proofrolled to dated any remaining loose or soft sods. Prootrolling should be methods of constructor endlor compaction and the strength of the materials being ! (pct} tPsfl (psq I restrained. Two wall restraint conditions are shown. Active earth pressure is commonly
toofmg bearing elevations, the bottom of the excavations could be stabilized wsh a relatively averexcavation (umderartting) and replacement with new engineered fill. performed wHh a moderately boded dump track or similar pneumatic tired construction dean, well-graded emshed stone or gravel, or a lean concrete mud mat to provkle a working i i, equipment. The geotechnlcal engineer's representative should observe this operatbrr to aid in used for design of freestanding canfifever retaining walls and assumes wall movement Active (Ka) Imported Granular-0.29 35 (029)S (35)H
base for cotstn~tion. . Some Bose sand was encountered near the surface at borings NB-D1, NBA2, NB•03, NB- delineating unstable soil areas, Sails which rut or defied excessively during praofrolHng should I I The "at-rest' condition assumes no wall rotation. The recommended design lateral earth On-site Sand and Clay - 0.39 46 (0.39)S {46)H ~ ~11~ pressures do not include a factor of safety and do not provide for possible hydrostatic ~ At-Resi(Ko) imported Granular-0.46 55 (0,46)S (55)H
04, N8-05, NB-O6 and B-17. In their current condition, these soils are marginal for the be undercut as recommended by the geotechnical engineer and replaced w'rfh compacted fill I Floor Slabs ~ support of foundations, Boor slabs, and pavements. To improve these materials, we material. pressure on the walls. These design parameters shauki not be used in the design of On-sfte Sand andGlay-0.56 67 (0.56)S (67)H / Z I mechanically stabilized modular block retaining walls. Additional analyses and design Passive(Kp) Imported Granular-3.4 405 I /1 1
'i recommend the send be rolled with asmooth-drum vibratory roller after stripping. I F parameters for these retaining walls can be provided upon request On-slte Sand and Clay - 2.6 307 - - ~ r/ D/1 ~ J m
The Boor slabs should be supported on a 4-Inch thx;k layer of washed, crushed stone Considering the moisture sensitive nature of some of the onaHe sails, we expect potential (NCDOT No. 57). The purpose of this layer is to help distribute concentrated bads and act ! Provided subgrede preparation is performed as recommended in this report, we expel the underouing can be reduced if the aria preparation work Is performed during typ'xxlly drier I i W ~
as a capillary break beneath the slab. site soils to be suitable for the support of on•grade floor slabs and pavements. However, the months of the year (Maythrough October). I near surface sandy day and clayey sand encountered at some of the boring locations is ' i Condftions applicable to the above conditions include. ~ ~ W H ~ D Z
The need for a vapor retarder, and where to place H, should be determined by the arohH~t moisture sensHlve and can become unstable when wet. Due to the potential for unstable ; Earthwork For active earth pressure, wall must rotate about base, with top lateral movements 0.002 ~ H J (n N
based on the proposed floor treatment, building function, concrete properties, placement I subgrades during wet weather, we recommend earthwork operations be performed during H to 0.004 H, where H is wa4 height ' m ~ ® ~
techniques, and the construction schedule. When moisture retarders are used, precautions I warmer, drier periods of the year. Stuctural fill and badcfill laced at the s8e should consist of a low to moderate load ' soil p P ~h` should betaken during the initial fl~ slab concrete curing period to reduce differential curing (liquid IimH lass than 50 and plasticity index less than 20} that is flee of organic material and ! • For passive earth pressure, wail must move horizontally to mobilize resistance, ! 0 ® ~ ~ Q ~ j • Uniform surcharge, where S is surcharge pressure a ¦¦tl¦lt h ~ tW„
and possible curling of the slabs. The recommendations provided in ACI 302 should be debris. The on•site natures soils may be reused as strucurai 811. Reuse of excess topsoil • insitu soil backfiO weight a maximum of 120 pct N ~ Z ~ Q Q
followed. i should be restricted to landscaped areas. Imported 811 soils should class{ as CL, ML, SM or ty , SC m accordance wHh the Unified Soil Classfication System. • Haizolttal backfiO, compacted to at feast 95% of standard Proctor maximum dry density , rn ~ N UJ ~ + Loading from heavy compaction equipment not included ! a ~[L, V m
• No hydrostatic pressure acting on wall
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m - WhlsperingPfnesShoppingCenter T~n'gnn WhisperrngPlnesShoppingCanter '~@RaCan Whls Pinas3 In Center - P~9 hope 9 ~erTeCQn ~ TerraconProjectNo.79086D30 TerraconProjectNo.7109b030 TarraconProjectNo,71095030 , Whlaperhig Pines Shopping Center ~ ~~ffaCWl Whispering Pines ShopPing Carder ~EttaCtlfl N Terraeon Protect No. 71086D30 Terracon Project No, 71096030 ' ~
o August 19, 2009 August 13, 2009 I August 73, 2009 U August 13, 2009 - ! August 13, 2009 w ' I id
S, • No loaning from compaction equipment ! We estimate the total settlement for the building additions will be less than 1•inch, which is The floor slabs should be designed to resist the anticipated dead and live (Dads. We I areas should be moisture condftioned and prapedy compacted to the recommendations in 0
~ • No loading from nearby footings or slabs typically tolerable by masonry block, steel and wood framed structures. Differentia{ i recommend that the floor slabs be designed using a modulus of subgrede reaction (k) of r • Na dynamic loading settlement between column footings and abng wail footings shoukt also be tolerable (lass 125 pounds per cubic imch. We recommend that cDnstructon joints in the stabs include TABLE4 this report immediately priorto paving. ~ a PAVEMENT THICKNESS RECOMMENDATIONS-TRUCKSANDCARS , H
w • No sat factor included in soil arameters than shook Yi-inch . j poi w ety p ) i dowels to improve load transfer across the 'ants and to reduce the endal for differential The minimum pavement sections auHined above were determined based on the laboratory ~ 0
• Ignore passive pressure in frost zone I ~ vertipi displacement across the joints. a We recommend that the footing excavations be examined by a Terrarwn representative to I~ i test results and post-construction traffic loading conditions for this type of development. 2 it MATERUIL THICKNESS NC DOT GRADING i 3 These pavement sections do not account for heavy construction traffic during the eery
W These design parameters should NOT be use in the design of mechanically stabilized verify that suitable soils are present at and below the proposed bearing elevators. If soft or ! Pavements (rtthes) sta es of the develo meM. A ariial n 9 p co strutted stmcturai section ma be sub'ected to ! F P ty Y 1
W earth MSE retainin walls. unsuitable materials are encountered in the footing excavations, they should be remediated l ) 9 i as recomrr~nded by the geotechnical engineer. Due to the relatively sandy nature of the i Following the stripping of debterious materials, we recommend the proposed pavemen# Aggregate Base 8 ABC heavy construction traffic that can result in pavement deterioration and premature failure. i W Our experience indicates that this pavement construction practice can result in pavements I ~
i Backfill placed against stuctures should oonsist of grantdar soils or low plasticity cohesive material, ri:mediatbn options may include applying compactve effort at the footing bearing j subgrade be prepared and compacted in accordance wfth the recommendations provided in Asphalt Base 2 I -19AB that will not perform as intended. Considering this information, several aftematlves are U
soils. For the granularvalues to be valid, the granular backfill must extend out from the base of elevation with hand-held compaction equipment ar removing unstable material and replacing I the Earthwork section of this report. ProofrolHng and recompading of the upper 1-foot of L the wall of an an le of at least 45 and 60 de roes from vertical tor. the activelat-rest and with washed, crushed stone to the footing bearing eleva8on. I subgrade Ls recommended immediate( rior io stone base Iacement, Soft or unstable g 9 YP P Asphalt Surface 1 ^h S - 9.58 available to mltigate the impact of heavy construction traffic on the pavement constmetion. I p These include using thicker sections to account for the Construction traffic, using some N
passive cases, respectivey. To calcuinte the resistance to sliding, a value of 0.35 should be ~ areas delineated by the proofrolling operations should be undercut or stabilized in-place to Total Pavement Section 12 method of soil stabilization to improve the support characteristics of the pavement subgrade, ~ F
o used asthe ulgmate coefficient of friction between the footing and the underlying soil, The footing subgrade can lose strength and Nava increased compressibilHy H disurbed or achieve the appropriate subgrade support. Potential areas for enwuntering unsuitable or N .allowed to become saturated. Should the soils at the bearing level become disturbed, the ~ unstable sails are the in the vicinity of dainage features and in the low I in areas of the or by routing heavy construction tramc around paved streets. 0 Based on our borings and planned greding, we anticipate the on-sfte clayey sands and sandy I w
m Yg - A perforated rigid drain fine insta8ed at the foundaioan level behind the base of wails I, " affected soil should be removed prior to placement of concrete. Concrete should be placed i site. clays and new skuctura! fill similar to theca soils will be present at stdagrade elevation. Pavements and bases should be constructed in accordance vrith the guidelines of the North i ~
extending below adjacent grade is recommended to prevent hydrostatic loading on the as soon as passible after excavating to minimize disturbance of bearing soils. The bottom of I ~ wafts. The drein line should be sloped to provide positive gravity drainage and shoub be the foundation excavations should also be clean and free of any loose soil, mud, and debris Traffic patterns and anticipated lo~'ing conditions were not available, However, we anticipate Calrfornia Bearing Ratio (CBR) values of about 4 to 8 have been assumed Porthe on-site soils Carolina Department of Transportation "Standard Specifications for Reads and Stroctures". tY REVISIONS ~ A CBR value of 4 was used in our design to take into conalderation variations in subgrade I The 2006 publlcafion addresses the use of Ore "Superpave° mixes {5.9.56 and I-19.OB). w
o surrounded b free-drainin ranular material coded to revent the intruson of fines, or an prior to placing concrete. Also, concrete should not he placed on frozen subgrades. ~ that traffic loads will be produced primarily by automobile traffic and occasonal del' and Y 9 9 g p I ~ werY ' matermisantlchangingsupportihroughouttheyear. Materials, weather IimftaOons, placement, and compaction era specified under appropriate ~ t-
m alternative free•tlraining granular material encapsulated with suitable filter fabric. At least a trash removal trucks, Two pavement sedbn akamatlues have been provided. Table 3 is for 2-foot wide section of free-draining granular 811 should be used for backfill above the drain ; Groundwater seepage into foundation excavations is not expected at ibis sHe; however, areas expected to receive only carireffic. Table 4 assumes 2 semi-tradortrailertrucks per day sections ofthese pubOcaOons. ~ 911109 1ST REV COMMENTS
o. o+ line and adjacent to the wall and should extend to within 2 feet of final grade. In unpaved exposure to inclement weather can aisD introduce unwanted moisture into the footing and 5 trash removal trucks per weekwHh some car traffic. If heavier traffic boding is expelled, For areas subject to concentrated and repetitive loading conditions such as dumpster pads, ' ~ truck delivery docks and ingress/egress aprons, we recommend using a Portland cement Prevention of infiltration of water info the subgrade is essenliai for the successful ! ~ 9115109SECOND CD SUBMITTAL
4 areas, the granular backfill should be capped with compacted cohesive fill to minimize subgrade. if oor>strudbn occurs during inclement weather, and conaeting of foundations is " this office should be provided with the information and allowed to review these pavement 'm 1 infi8retinn of surface water into the drain system. A prefabricated drainage sfmdure maybe not possdlle at the time they are excavated, a layer of lean concrete should be placed on sec8ons. A design life of 20 years was assumed to develop the total traffic used in thidtness conaete pavement with a thickness of at least 7 inches underlain by at least 4 inches of performance of arty pavement. Both the subgrade and the pavemenk surface should be ~ crushed stone. Prior to placemem of the crushed stone the areas should be thoroughly ! sloped to promote surface drainage away from the pavement structure. ~ 10126109 MYLAR CD SUBMITTAL
used above a drain line as an alternative to free-draining granular fill. A prefabricated j exposed bearing surfaces for protection. Where high moisture condtions are encountered at , design. proofroiled. For dumpster pads, the concrete pavement area should be large enough to ' ~
~ footin bearin elevations, the bottom of the excavations could be stabilized wlth a rel i I n drainage structure is a plastic drainage core or mesh which Is covered with filter taboo th 9 9 atvey support the container and tipping axle of the refuse truck.. GENERAL COMMENTS a
o prevent sot! intrusion, and is fastened to the wall prior to plaang backfill. ~ clean, well-graded crushed stone or gravel, ar a lean concrete mud nit #o provide a working ~ TABLE 3 `r base for constmd'an. ' PAVEMENT THICKNESS RECOMMENDATIONS -CARS ONLY ~w Site grading is generally accomplished early in the construction phase. However as Terracon should be retained to review the final design plans and specificatans so ~
o Foundation Systems ~ ate, ~ ~ Floor Slabs construction proceeds, the subgrade may be disturbed due to utility excavations, comments ran be made regarding interpretation and implementation of our geotechnical p construction traffic, desiccation, or rainfall. As a result, the pavemem subgrade may not be recommendations in the design and specificatans. 7erracon also should be retained to N
j MATERIAL THICKNESS NC DOT GRADING ~ We recommend that the proposed buildings be supported on shallow foundations bearing (inches) suitable for pavement construction and corrective action will be required. The subgrade .provide observation and testing services during grading, excavation, foundation constmctfon w
a on suitable natural soil or property compacted fill. A net allowable bearing pressure of 2,500 ! The floor slabs should be supported on a 4-inch thick layer of washed, crushed stone pounds per square foot (psf} should be used for footings bearing on competent residual soils ; {NCDOT No, 57). The purpose of this layer is to help distribute concentrated loads and act Aggregate Base 6 ABC ' should be carefully evaluated at the time of pavement construction for signs of disturbance and other earth-related constructor phases ofthe project. N or excessive rutting. if disturbance has occurred, pavemerd subgrade areas should be I ~
and suitable structural fill placed In accordance with the recommendations in this report. as a capillary break beneath the sMb. ~ AsphaHSurface 2 S-9.56 a- reworked, moisture condhioned, and properly compacted to the recommendations in this The analysis and recommendations presented in the report are based upon the data j ~ PROJECT#:094014 DATE: 9M109
The net ailowahie bearing pressure is that pressure which may be transmitted to the soil in v excess ofthe surrounding overburden pressure. The need for a vapor retarder, and where to place H, should be determined by the arohHect Total Pavement Section 6 report immediately prior to paving. obtained from the borings performed at the indicated locaficns and from other information , ¢ discussed in this report. This report does not reflect variatons that may occur behveen ! p
c ~ 'o based on tine proposed floor treatment, building fundbn, concrete properties, placement We recommend the pavement areas be rough graded and then thoroughly proofrolied with a borings, across the site, or due to the modifying effects of weather. The nature and extent ~ DRAWN BY: JWE CHECKED BY: ET
~ Shallow foundations shoub be designed to bear at least 12 inches below fmtshed grades for techniques, and the construction schedule. When moisture retarders are use, precautions frost protedon and protective embedment. Terracon recommends that column footings should betaken during the initial floor slab concrete curing perod to reduce differentel curing loadni tandem axle dump truck prior to final grading and paving. Particular attention should of such variations may not become evident um0 during or after construction. If variations ~ TITLE be paid fo high traffic areas that were rotted and disturbed earlier and to areas where appear, we should be immediately notified so that further evaluation and supplemental w
j should be at least 24 inches square and wall footings should be at least 16 inches wide. and possible cursing of the slabs. The recommendations provided in ACi 302 should he backfiged trenches are located. Areas where unsuitable conditions are located should be recommendatior>acan beprovided, it
o followed. N repaired by removing and replacing the materials vrith properly Compacted fills. Ali pavement w
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a n -w. . ....m....,„„.,,,, t 1 ~ i 0 . / ____...~'f r~ ~ r f _ f . ~ t f ~ ~ _ ~ z 9N5109SECOND CD SUBMITTAL
, S ,..,,~C - m ~ ~ ~ J t w. ~ ' ~ z~ ~,~.r.~~-,~~..- t~ ~ ~ t .n_ - ~ ~ , µ 10I26l09MYLAR CD SUBMITTAL
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o ~ NOTES: ~ N ~ ~'pj .."i? ' rAt'°"C f {I ` '..'d C` n , ° Y. _ 's c..t l:?'iJ ~ ~ , ~ ~ .M, ~ `'e kl~' iy~ 4 y ~ ~ ~ s w.. k ,..e v~ i ""'~F..~~tl~§~~.: N
i 1. CONTRACTOR TO COORDINATE ANY POWERLINE ADJUSTMENTS REQUIRED ',~~,F ~r, ~irr~ A~.~raC~ f it,~ ~,r~~,J~-'~ m ~ v ~ ,.~>c i r 'a FOR POWERLINE CLEARANCES FOR TRUCK ACCESS TO SITE. ~'F'~r~m irl~; !"r'~&+Ii'>
d ~u~a~ N iaa.~Q 2. FOR BUILDING E REMOVE WATERME7ERS AND PLUG PER LOCAL STANDARDS. ~w r ~ N
_ v ~~Wmo 3. OFFSITE GRAVITY SEWER SMOWN PER DRAWINGS AND INFORMATION r' a PROJECT#;0&4083 DATE:9J1109
q PROVIDED BY HUA. CONTRACTOR TO CONFIRM LOCATION AND INVERT CONTRACTOR TO PHASE a
AREA OF OVERLAY ,a ELEVA110N BEFORE CONSTRUCTION, AND DEMOLITION OF PAVEMENT w DRAWN BY: JWE CHECKED BY: ET
a WEDGING 4. ALL SITE WELLS TO BE CAPPED PER STATE AND MOORE COUNTY IN COORDINATION WITH ~ N TITLE
DEPARTMENT OF HEALTH STANDARDS. tJ OWNERS 0 ~ EXISTING
S. EXISTING SEPTIC SYSTEM 70 BE REMOVED. CONTRACTOR TO CONFIRM o AND MAINTAIN ACCESS ~EMOUSH 2
LOCATION AND NUMBER TO BE REMOVED. % I 6. UST TO BE REMOVED PER STATE AND MOORE COUNTY DEPARTMENT OF DURING CONSTRUCTION sulL~iNCS ~ CONDITI(JNS AND
~ neenni rrin~i ni n~i
HEALTH STANDARDS. DEMOLISH ~ UGIVIVLI I IVIV 1'L/11V
a 7. ALL FENCES TO BE REMOVED AS REQUIRED. PAVEMENT 0 20 40 80
8. ALL STORM SYSTEMS TO BE REMOVED AS REQUIRED. 00 SHEET
9. BUILDING D - CONTRACTOR TO ADJUST ALL UTILITIES TO FINAL GRADE. MPACTD w
° CONTRACTOR TO RELOCATE UTILITIES AS REQUIRED. SURVEY PROVIDED BY HOBBS, UPCHURCH IN FEET a 1 ¦
0 3 & ASSOCIATES, PA 1 INCH = 44 FEET 0
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f ` I ! ~ ~ r . Ma~~ RELEASED FOR
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14 , ~ ° 00 5F I OUTPARCEL A ° ° ° F,F ~S I ~ ~ 1 •E .409.5 b. ~ } t~ ~ _ 0 112 ~
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GO SF ETAIMNG WA i EASEMENT O 9F ~ i i ° ° - _ 404, 0" y WA i 6 0 6 .130 ~ ~ ~ ~m
?St:3~:? ! I ~ ~ ~ `t, W J ~ ~
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MENT ° r E B C 1
2 5 75 SETB II i 1 ~ a ! ~J/ 9 9 ~ - - _ ~n~ ° ® f- ~ ~ it \ ~ PROPOSED ROW Y ~ ~ a a
i~ j ~ i; i i CAST IN ~ ~ A ~ DEDICATION ~ ~ Z Q ¢ ~
~ RAMP W/ O PLACE ° ~ 12.5 WALL PE , , ~ 1 ~ 2900 SF, 0.066 ~ ~ ~ w ~
~ ~ HANDRAIL O R DETAIL ~ ~ o0 ~ ~ 1 1 ~ AC ~ ~ W = ~ z 0 18" CURB ,'4j 12 'z > M ~
~ ~ ~ 2.00 ~ 35 LANDSCAPE w ~ } ' BUFFER ~ & GUTTER 1~ ~ ~ ~ N ~ ~
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NG PLANS ~ - ~ o 237.85' 5
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SITE DATA: ~ U
.N TOTAL PROJECT AREA: 11.33 AC ~ ~ N
MATCHLINE ~
" FOOD LION TRACT; 8.82 ACRES \ } LL 9. 0 Jj ~ o W
OUT-PARCELS A, B: 2.51 ACRES PARKING: o SHOPPING CENTER: N
° 1 SPACE PER 300 SF. OF GROSS FLOOR AREA t i= \ ~ ~~f PROPOSED ROW w REVISIONS
REQUIRED PARKING: i l \ M. DEDICATION PROPOSED CONSTRUCTION 0 ,,1~, i 1 1 '`t 2900 SF, 0.066 AC EASEMENT ~
IMPERVIOUS SURFACE SUMMARY
a DESCRIPTION FTC ACR 51,502 SF. (PHASE 1)/300 SF. = 172 SPACES REQUIRED E ' `'4 ' 12' Z l 4
PAVEMENT 150,282 3.45 AC = 189 SPACES PROVIDED BUILDING ti °
a 49102 1.18 AC OUT-PARCEL NOTES: ESTIMATED ( ) HANDICAP SPACES = 6 SPACES REQUIRED
M 1) USES: RETAIL/OFFICE/RESTAURANT/ AND PAVEMENT 39,640 0.91 AC OUTPARCEL SERVICE USE 1~ f t3j ~
BUILDING = 11 SPACES PROVIDED ~ ~ - - - 4-~B ~#T--01ST~~~E_
16,000 0,37 AC OUTPARCEL 2} DEVELOPMENT TO BE COMPLETED WHEN (ESTIMATED) TENANT FOR OUT-PARCELS ARE DETERMINED.
y 15,912 0,36 AC REFUSE DISPOSAL TO BE .PROVIDED BY PRIVATE TRASH COLLECTION POND VIA DUMPSTER, 3) MAINTENANCE OF OUTPARCEL UNTIL THEY _ ~"i . _ _ _ ~
a , TOTAL 270 936 6.22 AC ARE DEVELOPED WILL BE BY OWNER. It ~ N m.~.~.~ _ _ a
SITE ZONING: CONDITIONAL USE, NEIGHBORHOOD SHOPPING CUD-NS) ~ ~ ~ } PROJECT#:09-0014 DATE: 911109
IMPERVIOUS 54.9 (BASED ON 11.33 SETBACK: FRONT 35 FOR PARKING, 75' FOR BUILDING ~-~~M~ " ~ ~ ~ ~ m~ ~ ° DRAWN BY: JWE CHECKED BY. ET
~o v ACRE PARCEL) SIDE 25' FOR PARKING AND BUILDING .
a REAR 20' FOR PARKING AND BUILDING NOTE: 1. ALL DIMENSIONS ARE MEASURED _,-__w..,......._..,,~........:...._.,,.~......- W TITLE _.m w
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a i w TITLE
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0 20 40 80 0
Q N N SHEET
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CF) O O W (IN FEET) ¦ a
N \ 1 INCH = 40 FEET
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EXISTING GRADE ~ ~
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~ ~ PROPOSED 3:1 SIDE SLOPES ~ / LINE SLOPES ABOVE RIP RAP WITH ® U ~
~ ~ SLOPE REINFORCEMENT
~ 2.5 5 d ~ 0 3 P
18" THICKNESS'
0 0 0 0 //0~~ 1i
C L
RIP RAP LINE CHANNEL
8" DIAMETER RIP RAP ~ Y.
WITH FILTER FABRIC C Q
DAM BREACH DETAIL
® o
SEDIMENT TRAP SIZES P &o
STRUCTURE DRAINAGE DENUDED )ED SIZF (MINIMUM) WEIR VOLUME VOLUME Surface Area Surface Area y ~ • ~ ~ ~
AREA AREA WiDTI A WIDTH LENGTH DEPTH* LENGTH REQUIRED PROVIDED sgftlcfs Required Provided ~ ~ a<
n~ ;;;~,~j r
# (AC) AC FT ( ) ( ) (FT) (FT) (FT) (FT)*~` (CF) (CF) (ac) (ac) ~ ~ a '
SB-1 1.5 0.9 30 30 60 4.0 4 3,240 4,050 325 0.039 0.041 ~ ~ '
SB-2 3.6 3.6 54 54 108 4.0 4 12,960 13,122 325 0.095 0.134 ®
SB-3 5.0 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 36 4.0 4 1,332 1,458 325 0.010 0.015
*INCLUDES 1' OF FREE BOARD. ED FOR
MINIMUM WEIR LENGTH = 4'
***BASIN IS DYNAMIC WITH RAISING GRADES ~ING GRADES TOP ELEVATION IS INTIAt ELEVATION TRUCTION
STRUCTURE FLOWS G= 233
GIVEN: C: 0.5 Runoff Cc Runoff Coefficient H= 23
I: 7.06 IN/HR i IN/HR (25-YR STORM) I(Tc}= 10
H: 12 INCHE INCHES Intensity Duration Frequency Equation
Cw: 3
(MALCOM, ELEMENTS OF STORMWATER DESIGN)
H"(312)}
STRUCTURE AREA Q CFS WEIR L ( ) ~S) WEIR L (FT)
SB-1 1.5 5.2 2 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 r r..r.
Skimmer Sizing ner Sizing
Structure Volume Pipe Size Head iize Head Flow Time ~ z
(CFj (in) (in) U (in) (cfs) (hours)
SB-1 4,050 2,5 1.25 ~ Jm 1.25 0.053 21.2 ~ ~ W J r
SB-2 13122 4 2 2 0.172 21.2 a
SB-3 19,013 6 3 d Z ~ ~N 3 0.473 11.2
SB-4 1,458 2 1 1 0.030 13.4 Q~ Z a ~ Q z
Notes: 1) Based on Q=Cd*A*SQ 2GH H=112 OI ( 3H), H=112 OUTLET HEIGHT a ~ ~ 0
2) Draw down time to be 2-3 days a 3 days Z Q Q 0
Construction Se uence: ~
NOTE SB-4 IS DESIGNED FC ~NED FOR AREA TREATED BY SB-1, 2 ~ ~~1 W U
Phase 1 W 0- ~ n U
1, Obtain certificate of Ian a royal from Vill p pp age of Whispering ~ ~ ®M
Pines aloe with stormwater a royal from Whis r° Erosion Control Notes. g pp pe Ing Pines prior Maintenance Plan: W ~ 2
_ to .beginning all land disturbing activities. 1. Denuded area 10.56 acres
2. Contractor to install install silt fence around wetland limits The following maintenance plan shall be followed until 2. Impervious surface = 5.91 acres intil ~
° and tree protection as shown. Contractor is not to disturb the site is completely stabilized after construction. LL ~ ~
N 3. Total site area = 11,4 acres wetland except for permited area. During construction the Contractor shall be res onsible ' z ~sible
4. Project Is located In the Cape Fear River Basin . P W 3. Contact Village of Whispering Pines far pre construction for inspection and maintenance of all erosion and
5. Refer to sheet c3.0 for storm drainage schedule J W 0.
meetin sediment control measures. 6. Tree fencin shall be installed and maintained b contractor. g . g Y
4. Flag the remaining work limits to prevent unnecessar 1. All erosion control measures shall be checked for Y 7. Seeding schedules and seed bed preparation are shown on ~or GRADING/EROSION C~NTR~h LEGEND
W clearing. Install remaining silt fence. stability and operation following an rainfall roducin Y P g w detail sheet C9.12. All permanent seeding mixtures shall bear ;ing
N runoff and at least once every week. Any needed Z 5. Install temporary construction entrance and other pre I SILT FENCE W/ OUTLET sF sF sE sF
the Certified Seed label. re airs shall be made imme ' o Contruction erosion control measures. Clear onl as necessar p diately so that all
Y Y W 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 g led. TREE PROTECTION FENCE -TPF TPF TPF TPF TPF- ~
C9.13 as necessary. 2. All seeded areas will be fertilized, reseeded as U
C3.0. Y v 9. Slopes 3:1 or greater shall be stabalized with flexterra per .necessary, and mulched in accordance with the DIVERSION DITCH TD-> TD-> TD-> TD-> °
6. Install skimmer basins at locations shown and Install ' seedin s ecifications in order to mai z e PROPOSED TREELIKE o
° manufacturers instructions or approved equal. g p ntain a dense temporary diversion channels to these basins. v i egetat ve cover.
3 7. Be in demo work as shown on sheet C1.0. 3. Sediment de osits shall be removed from silt fence o NARRATIVE: g p ence PROP GRADES MINOR W REVISIONs
o after each storm event or silt fence should be re laced. 8. Clear and grub site. P placed. 0 911109 1 ST REV COMMENTS
N The ro osed construction will include a Food Lion Sho in They must be removed when deposits reach ap rox. P P PP g P d C nt r an sever I ut a c Is w' 9 half the height of the barrier. An sediment de osits 'X• PROP GRADES MAJOR o
` 9. Construct NC 22 bypass pipe HW18-FES20 to be in backfill e e, d a o pre ith associated parking to . Y p .a serve the commercial develo merit. One buildin will be and sewer construction. Protect inlets with devices shown on remaining In place after the sediment fence is removed JSItS o 9115109SECONDCDSUBMITTAL
P g roved EXISTING TOPO MAJOR - - - - - - - - - - ~ 10/26l09MYLARCDSUBMITTAL
3 demolished as a result of the construction. The sco e of sheet C9.12 9.13 and SB-4. shall be dressed to conform to the existin rode, p gg °
EXISTING TOPO MINOR
work includes removal of existin boil in rid arkin ar as prepared and seeded. 9 d 9a P g e> Phase If
o clearin rubbin stri in and radin for new arkin , , 4. The skimmer basins shall be cleaned out when the 9y 9 9~ PP g g 9 P g 10. Grade site to proposed grades shown and Install remaining level of sediment r the CONSTRUCTION LIMITS 1¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦¦1
areas and bulldin and e ui merit ads installatlan of eaches the mId-depth point below g q P P o sewer and storm drainage structures. Install water main the weir elevation. Was low
d sediment tra s and sediment basins construction of teed stone shall be cleaned or p N through site. re laced when the ooi n ~ or N 0
tem orar diversion channels, slit fencin ,storm drama e p p o longer drains properly. P Y 9 g CONSTRUCTION ENTRANCE ~ PROJECT#:OS-0D83 DATE:91U09
structures and avin . At the end of construction the 11, Place and compact base course and as halt avin . 5. Ground cover shall be established on ex osed slo es P g P P g p P >lopes GRAVEL (CABC) o 0 0 o a
wet and areas will be installed and certified. within 15 days following completion of an tease of 0 f ~ DRAWN BY: JWE CHECKED BY: ET
d p 12. Seed all disturbed areas in accordance with the seedin Y P g grading. Permanent ground cover for all disturbed i_i,__._,I N TITLE
specifications. Temporary seeding should be placed on disturbed . areas shall be seeded within 15 workin da s followln TEMPORARY SKIMMER BASIN (TSB) ( ~ ~ wing WITH BAFFLES PER DETAIL ~ a EROSION
areas within 15 da s of construction. ~ g Y g Y
z , ~ , „ , , „ , completion of construction or development.
l,). wtter vegetation is estainsnea on aii aisturbea areas, OUTLET DISSIPATOR CONTROL NOTES
contact Village of Whispering Pines for inspection. Once a See 09.13 for additional maintenance requirements. (DETAILS C9.13)
o approved, convert skimmer basins to permanent BMP devices. ^f SHEET
M Remove temporary erosion and sediment control measures. M INLET PROTECTION J
. 0 0 N
M N C400 CHECK DAM
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N

GENERAL NOTES TOWN OF SOUTHERN PINES
~i t ~ ~ O
1. ALL WATER AND SEWER CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH .THE TOWN OF SOUTHERN PINES STANDARDS AND N ..SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION. CONTRACTOR SHALL :CONTACT THE CONSTRUCTION INSPECTOR AT
LEAST FORTY-EIGHT 48 HOURS PRIOR TO START OF CONSTRUCTION. 'PHONE NUMBER `910-692-1983. CONTRACTOR SHALL » ~ ~ S TOWN OF SOUTHERN PINES ~ ~
( ) ALSO CONTACT THE CONSTRUCTION INSPECTOR BEFORE. RESTARTING WORK AFTER WORK HAS STOPPED... ~ ~ CONSTRUCTION PLAN APPROVAL v ~ ~ ~
2. ALL FIRE HYDRANTS THAT ARE INSTALLED, THAT ARE NOT YET OPERATIONAL, SHALL BE BAGGED. 1T SHALL 8E THE, t, ALL CbNSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND L ~
RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND INSTALL THE REQUIRED MATERIALS AT THEIR COST. = - S- ~ SPECIFICATIONS-SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN ~ r~ 1 ~ PINES' STANDARDS AND SPECIFICATIONS AS OUTLINED. IN THE MOST ~ c4
` 3. CONTRACTOR SHALL NOT TAP OR OTHERWISE PENETRATE EXISTING WATER OR SEWER MAIN LINES WITHOUT PRIOR APPROVAL
FROM NCDENR PUBLIC WATER SUPPLY SECTION AND THE TOWN. 'CONTRACTOR IS RESPONSIBLE TO AVOID SPILLAGE OF RAW i 2 ~ CURRENT- UNIFIED DEVELOPMENT ORDINANCE (UDO). IN THE EVENT OF A ~ ~
SEWAGE, CONTRACTOR SHALL PROVIDE ALL SEWER PLUGGING AND PUMPING EQUIPMENT NECESSARY TO AVOID SPILLAGE. . VI AT I ~ l OL IONS ARE SUBJECT TO F NES -AND PENALTIES AND WILL SE ENFORCED TO THE FULL EXTENT OF THE LAW. I ~ CONFLICT BETWEEN METHODS, MATERIALS, STANDARDS AND/OR ~ w- N
l 4. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC ON EXISTING ROADWAYS IN ACCORDANCE WITH NCDOT STANDARD ~ ~ 1 ~ - ~ SPECIFICATIONS IN THE APPROVED PLANS AND THE UDO, THE UDO GOVERNS C U
0 0.56 62 SPECIFICATIONS LATEST EDITION AND TOWN REQUIREMENTS. ~ _ - I UNLESS A WRITTEN .WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY ~ Z ~ z CHANGE IN APPROVED'. PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN ~ ~ ~ p
5. WATER AND SEWER MAIN CONSTRUCTION SHALL NOT COMMENCE. UNTIL INVOLVED ROADWAYS, STORM DRAINS, AND UTILITY - - - - J ' I : ~ ~ APPROVAL. PUBLIC SANITARY SEWER AND UTILITY EASEMENTS. SHALL BE ~
EASEMENTS HAVE BEEN GRADED AND CONTOURED TO APPROXIMATELY FINAL GRADE. PROPERTY CORNERS OF ALL LOTS .ARE • • • 5 1 ~ RECORDED PRIOR TO FINAL ACCEPTANCE AND FOR ISSUANCE_OF A _ U =
REQUIRED TO BE STAKED BY A.LICENSED SURVEYOR PRIOR TO'INSTALLING WATER AND'SEWER SERVICE CONNECTIONS. - , 6. ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED, WORKED. IN AND THEN STABILIZED. IN A WORK DAY SHALL BE DONE S0. CERTIFICATE OF OCCUPANCY BY THE TOWN. ~ C N
IF STABILIZATION DOES NOT OCCUR AT THE END OF THE.WORK DAY THEN APPROPRIATE EROSION..SEDIMENT AND SAFETY ~ o
, . .CONTROLS SHALL BE fNSTALLED. _ . . . NOTES. ~ ~ ~
7, APRE-CONSTRUCTION MEETING IS REQUIRED PRIOR. TO START'OF.CONSTRUCTION. MATERIALS SUBMITTAL SHALL BE DELIVERED ~ T------- . _ . . } 1) -FIRE BACKFLOW PREVENTERS LOCATED INSIDE BUILDINGS.
- ~ ~ ~ ~ ~l (WITH COPY TO WSP SELLS) AND APPROVED BY THE TOWN OF SOUTHERN PINES. FOR -WATER AND .SEWER CONSTRUCTION PRIOR : ~ i 2) COORDINATE HOT BOX ELECTRICAL WITH BUILDING ELECTRIC. G ~
. . TO START OF WORK. - ~ ~ ~ 3) MANHOLES OUTSIDE OF PAVEMENT SHALL INSTALLED 18" ABOVE i GRADE. a ~
8. ALL PIPES SHALL BE CLEANED .BEFORE THEY ARE LAID AND SHALL BE KEPT CLEAN UNTIL ACCEPTANCE OF THE COMPLETED WORK BY THE TOWN. OPEN ENDS OF PIPES SHALL BE FITTED WITH WATER TIGHT DEVICES TO PREVENT ENTRANCE-OF FOREIGN 4) .SEWER 1S NOT LOCATED WITHIN 100-YEAR FLOOD PLAIN PER H
MATTER WHEN .PIPE-LAYING OPERATIONS ARE INTERRUPTED. ~ FIRM MAP 3710857400) DATED OCTOBER 17, 2006.` C L
9. ALL PUBLIC SANITARY. SEWER MAINS SHALL BE INSTALLED IN DEDICATED STREET RIGHT OF WAY OR IN DEDICATED UTILITY t~ ~
EASEMENTS. MAINS INSTALLED. IN TOWN RIGHT OF WAY SHALL BE LOCATED IN THE CENTER OF PAVEMENT. ----"''f~' ~ E5~~2 APPROVAL OF THESE PLANS IN NO WAY IS MEANT TO L a
10.2 COPPER DOMESTIC SERVICE LINES WITHIN THE. TOWN OF SOUTHERN-PINES EASEMENT WILL BE MAINTAINED AND REPAIRED BY z 1 RELIEVE THE DESIGN PROFESSIONAL OF HIS OR HER ~ 0
J -DEVELOPER. 41 RESPONSIBILITY FOR PROJECT DESIGN ~ TOWN OF SOUTHERN PINES . 5
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. ~ PUBLIC WORKS DEPARTMENT o
2 ` •
W ~ ~ APPROVED FOR ..CONSTRUCTION \
FIRE HYDRANT FLOW TEST 1-08-09 IGATION AND 0 BOX BY DATE
TEST 1 TEST 2 » as STATIC HYDRANT RAYS BRIDGE ROAD /NC 22 STATIC HYDRANT 300 YARDS, EAST OF SULLIVAN DR./RAVEN GLASS. DR. ~~j `^J p 1
FLOW HYDRANT ACROSS OF EXISTING SUBWAY NC 22 FLOW HYDRANT INTERSECTION SULLIVAN DR. RAVENGLASS DR. / V U M V V/ ,21f I~ P Z ~ WATER
/ STATIC 140 PSI, 54 PSI RESIDUAL STATIC 130 PSI STATIC, 50 PSI .RESIDUAL > p
FLOW 113o GPM. DETAIL A-A 1 =20 FLOW 1030 GPM HOT BOX ~ ~ SEWER ~ ~ ~
STREET ~..~,~p .
I I ~ DRAINAGE ~ ~
I ~ ~ ~ 4~ 6 ,is EROSION CONTROL ~ ~ ~r
1 1 ¦ ~ ,
f ` i ~d
# ~ : ~ DI-8
~ ~ „ I 18 HDP DI-7 ,r ,
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' ~ / 1 ,I S ( ~ ~ ~ ~ .m _ ELEASE FOR
R C Q f 1 , ~ s~ CONSTRUCTION
4 , ~ ! I ` Dl CAN i `r c 1 ~
I ~ ~ f:~~ ~1~= ~ JB- Q~ OpF ~ N~C~` ~ V L. 0 20 40 80
1 ~ 6 WM W 6
( ~ I 0' g DI-6 & 8" X 6 REDUCER
x j ~ M CCE S EAS MENT ' - DI-21 ~ ~ > ~ r t; (IN FEET)
I ~ ~ ~ , - , ? a, ~ ~ 'i ~ 't .~1---I~I-1~~= 40 FEET
I I
_ ~ x I+ ~
l ' ~ 3 ~ ~ -
. I~ K x ~,4 ~f ~ 6 PVC FIRE F` ~ RPZ INSIDE ~ ~
I F _ „ 3 BUILDING 1
I ~ ES 11 6 .RPM BI DE 1 t
( x UI E ~ ~ i BMP a o o -3 ~ ~ 4" DIP ENCASEMENT',
~ ~I ~ 1 I , ~ ~ WETPOND , DI 4 ~ ~ , PIPE UNDER MALL... w, : ~ _ E~
, ~ l PNA E II I PHASE f Z
~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ANCHO z ~ i R ~ ~ U
I ~ ~ PHA ro Bl x x ~ E! o BUILDING B ¢ ~
ES-15 o c E ~ ~ RE IL ~ I 3. ~ ~ 35,502 SF ; -
w ~ ~ ~ UJLD G A I ~ _ PHA E ( ~ ~ _ f/~ J m 4 DIP FDC a Q ~ RE IL ~ ~ ~ ~ r%W_~mm
v ~ ' x _ ~ 4,80 SF - FOR ROOF RISER ~ ~ ' 20' TOWN OF SOUTHER W ~ ~
I l ~i.~r~~~A f ~'r~~a---~ 4„ ~ ~ (24OS F .SEE SPRINKLER P o UILD G ° = N o ~ ~ Z ^ ~ ~ ~ ~ ~ PINES WATER EASEMENT W J N N
, f~; ~ P C ~ ~ T RE) F. -p ( ~ C~L:~~~.r,-? x SE ~ . 6 PIV fF FFE 409. ~ ~i ~ i ~ 'Q o Z
'j ~ 1 STUB (TYP. ; ; WM W/ 2 RPZ J l ~ 4 DIP 6„PI ~ } o ~ Z ~ 2" RPZ 4 DIP FDC FDC ~ a ui
N ~ ~ ~ x.46 ~ ~ AND HOT ~ 1 TW 30 ~ BOX BOX 6 FIRE RPZ _ ~ 5-~ 'j a rw~
3 .00 BW ~~T > 5 FDC i Fl ~ INSIDE B 1NG - ~ ~ 4 N .i.. z Q~~
~ ;1 ~ 1 2 ~
d ~ ~ d
o ~ ~ ~ ~ k ~ ~ 3 I~ - 0 .2 i N ~ ~ ~ t TOWN OF ~ 0
, ~ , ~ ~ ~ ~ .M 7 „ WM ~ -3
6 3 4 ..8 -`P~/C UILDING ~ - a ~ i ~~i ~":'P~/C: C ~ ~ ~ , ~ SOUTHERN PjNE a W =
a , c.; MAX. SF BUILDING D in WL EA~E1v1~NT ~6 PUC ~ ~
I ? 2 ~ I _ 8,000 S MAX. SF ~I, t ,,i ~M 2 - o ES 2 Z ~
! W I ~ l F.F.E = 40 S-2 g 0 Hd
_ ~ > > € 00 SF RI OUTPARCEL A - ~A N o N 6' PVC FIRE RPZ °
i I F.F.E - 401.5 - EAS ~ 1.26 ACRES j/xxj~_/~1 DI-17 E T IN IDE BUILDING 2000 GALLON ~ ~ ~ ~ ~ 2,~ ~ ~ _ W
~ j l ~t~tA N o ~ ~ „ 20' N GREASE TRAP IRRIGATION AND O BO>?( PZ~ ~ ; a
i 1 6 PV CO ~ TO N OF ~ , , OUTPARCEL DI- F 2» WM W ~ ~ 2» COPPER / 2 RPZ 2" WM W °
t B TO EXI TIN ; ~ E, . 16 OUTNERN PINE G S , ~ S WATER I , . ~ ,,_,.i, EASEMENT AND HOT BOX: / 2" RPZ ~ ~ a WATER AND HOT BOX a ~ ~ ~
EXISTING RE E TRA ~ ' ~ i ~ X~ I ~ z ! _
z I v 3~.,~LCihI °
TO FINAL GRA E I e ~ SEE DETAIL A-A ~ , z
911 9 ~a; ~w~r~ ~ N P~.`~; ~ W
a j ~ ~,~(~Q , ...RETAINING. WALL i - ~ ~ ,S W FEN WALL ~ ~~~~f~~ z' °
- Er.~~s 7 s ~ ~ ~ C~EA-: "S`Ah!C~ N
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3 ~ ~ ,
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S N ~ ; CE AST IN PLA y}~ y 0 i
~ ~ f „ , 20 TOWN OF SOU , a THERN PINS ° ~ ALL PER DETAlL ' °
1 ~~~r;~~F~(~~~~1i1(~!~ ~E.~~; WATER LINE CB-1 EASEMENT D 2 ~ ~ ~ ~ F
_ 35 LANDSCAPE . ~ ~ r BUFFER r, y ; a ~ I ~ ~ ~
JB 19 4 HDPE ; ~ _ , r ~ ~ -~,m'~~GA~w °o / ~ ~f ~ A ~TI~TiS ~
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r~~~_ , :BORE ~ 34 LF OF - ~ w ° ~ I a _ ~ ~ _m
JWE CHECKED BY• ET
mm._ - ~ ICKNESS ~ 3 T1~~ _ _ ~ _.m,„,„__ i °w D k
HIS MH IS 8Y OTHERS ~
CUB" EXfSTI'N w , ° 1 SEE ~ N PLANS BY H08BS ~ ~ 4~--..,~.._ .m ~.~LTN~_T~.. ~ a ~„.~.„....„,,..,,,,.,......w Yws~~ _ .fit.... q~,.......„y~.._,,,., ..«..-_..........,~...,W«4~;F......,... ~ Q
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UTILITY PLAN
J C Ufa 24~ RCP ONTINUATION) r} x,f~. . HWY 22
r, R , ,,p " rt t , rrc; ; - _ t frt f t)t 1'. ,~L_L lvi3 t tit. tUF;7jG~~VED ,24- RCP 1 i ;.E,.. ' D SHEET B, E T OVED4-0 ~
~altr.. trt, ~~a, r cr rmm w J vIe Lu
VILLAGE OF WHISPERING PINES FIRE DEP RTMENT 0 0 N A KNOX BOX WILL BE PROVIDED AT THE LOCATION SPECIFIED BY THE VILLAGE FIRE DEPARTMENT. co C6mO
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~ 1 1 RIVA (IN FEET) i
i 1 ~ ~ EAS E T 1 INCH = 40 FEET TOWN OF SOUTHERN PINES C ~
~ ~ F.F.E = 40 F.F. = ~ E .401.5 ;~`~y~,[t~3:~^,~{itJ~ N PUBLIC WORKS DEPARTMENT a ~
d ~ i7N L7%iLts ~ . I , 6~~ PV CO ~ o'TONOf
' ~ OUTHERN PINES W. .RN PINES WATER APPROVED FOR CONSTRUCTION = SLc
i ~ ~ ~ EASEMENT ~ m~ t ~ TO EXI TIN SS EASEMENT BY DATE ~ r1
~I~, ~E ~ EXISTING R ~ :XIT('~~C ~ I E ETRA ~ L
EVATIO 4 i I i ~ ~o~ WATER E- ~ 0
l I TO FINAL GRADE > ~_I~P~3:~ s N I- SEWER ~
! ; - - ~ a ~.11~~RET ~~I*. RETAINING N -RETAINING WALL Q STREET .
_ W/ FENCE i~.i~~..- 4~i~~.~'~ W/ FENCE ~ ~
91'1 ~g>„ 0 1 ! DRAINAGE . ~ d'
l , DIP SS PRI A 8 DIP S ~ EROSION CONTROL ~
~ EA E H3 ENT H4
~ - - - -
9 2», . ~ ~ ~ 20 PR ATE ~f j APPROVAL OF THESE PLANS IN NO WAY IS MEANT TO
a ; MENT CAST IN PLACE RELIEVE THE DESIGN PROFESSIONAL OF HIS OR HER
1 a 20 TOWN OF SO WALL PER DETAIL RESPONSIBILITY FOR PROJECT DESIGN
' ~ o ~ UTHERN PIN ~ ~ ! S ,k? ~ 3 WATER LINE EASEMENT ~~~C~R~~
j( ~ , i ~ j ~ i f 35 .LANDSCAPE BUFFER TOWN OF SOUTHERN PINES ~~a~~s~a~~~~°~
t CONSTRUCTION PLAN APPROVAL ~ ~ ~ ° ~
j„j j1 .w.,~....LL ~
ewYix_ tr o~~+ c~ ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND ~ ® ,
MH SPECIFICATIONS SHALL BE (N ACCORDANCE WITH THE TOWN OF SOUTHERN ~ ® ~ .
. ..~.....f _ ~ ~ ~ n _ • PINES STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE MOST
---M e , ~ - . CURRENT UNIFIED DEVELOPMENT ORDINANCE UDO IN THE EVENT OF A • _ ~ PR MINARY N4T
. CONFLICT BETWEEN METHODS, MATERIALS,. STANDARDS AND/OR RELEASED FOR
34 LF OF BOR AND JACK ~ 1~-- . ~ _ _ _ _ w ~ ~ . SPECIFICATIONS IN THE APPROVED PLANS AND THE UDO, THE UDO GOVERNS
rv ~ _ _ ~ _ _ ~ _ _ :ITI~,.~Tvll NESS _ - _ UNLESS A WRITTEN WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY CONSTRUCTION w..- CHANGE IN APPROVED PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN
I ~ ~ _ ~w~.._ _4 , t APPROVAL. PUBLIC SANITARY SEWER AND UTILITY EASEMENTS SHALL BE
91 M , ~ 8~ _ w a ~ ~ 3 MFG ~ ~ m ~ _ EXI ~`N _ " ~ _w.. RECORDED PRIOR TO FINAL ACCEPTANCE AND /OR ISSUANCE OF A
CERTIFICATE OF OCCUPANCY BY THE TOWN.
b THIS MH IS BY OTHERS ~ E , IN TALL EY
SEE PLANS BY HOBBS ` " ~ ~ ' " (
UPCHURCH FOR 430 I CONTINUATION) V 430
428 428
426 ~ ~ 0 426 DR INFIE D
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N I ~ tf~ W 0 THI KNESS FOR oo W 412
N to ~ ~ ~ ~ ~ + ~ 412 N ~ _ ~ Mp QNO~ ~ W W ~
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0 000 • _ o WA ERLINE PROFILE ~ ii 410 ~ _+o i-- ZZ FIRE. YDRAN o 410 LL .i. ~
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CEO. 1 a ' z PROJECT OB-4083 DATE: 911109
N v ° 388 .Q i1 HORIZONTAL SCALE (IN FEET) 388 w DRAWN BY. JWE CHECKED BY: ET
d 1 . 1 INCH = 40 FEET ~
\ ~ N TITLE W EXMH - MH7
386 - 0 2 4 8 386 W
° PVC= DR 35 N ~ ~ ~ v 35 J a SANITARY SEWER
N -
384 M11 1 utNUN by hu V „ J PLAN AND PROFILE
CONTRACTOR I LOCATION L A10 d CROSSING VERTICLE SCALE (IN FEET) 384
1 INCH = 4 FEET a SHEET
TO E GINEER. Zoe N J J
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w ~ ~ w d- 20 TOWN OF SOUTHERN w w 402 ~ . ~ w ~ ww w w , ` ~ ,PINES WATER EASEMENT 1.00' THE CH B TTOM
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~ 6 PIV 4 DIP » t ~ ~ 400 I- FOR ROOF RISER FDC 6 PIV ; 1= + 400 ~ J m
W 2 WM w/ 2 RPZ SEE SPRINKLER PLANS' , ;
W AND HOT BOX ~ ~ 4 DIP FDC t 398 T
z 398 ~ Z _j ~ N ~ N
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0 x 0 911!09 1ST REV COMMENTS
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° (IN FEET) RESPONSIBILITY FOR PROJECT DESIGN ~ z
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9 N PUBLIC WORKS DEPARTMENT CONSTRUCTION PLAN APPROVAL ° z PROJECT#:0&4063 DATE:911t09
A APPROVED FOR CONSTRUCTION ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND a
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wATE WATER CURRENT UNIFIED DEVELOPMENT ORDINANCE (UDO}. IN THE EVENT OF A W MH7 - MH8
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4 i ~ 1 °r•y fJ y e ve ; t~" e e Y~:~' S!C!~ ~ftSi A~~~'~ 7"f?;A~~`!.~ ~ t t-" ! ~ `e 200.02 METHOD OF CLEARING II ~ Z O
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o i I, t t j ~ ! 1... i ~ ; ' I f) I~ I ~ I I i , ~ i't
o ~ ~ t t ~ 1 ~ ` l~ ~l 1 ' jj , I f w REVISIONS x
~ j 1 h I {s t, i " "T_. ~ ~ f r ~ fi t~ j j E I $ ° j + r` # j I a
d j 1 ~ ~ fr r ~i ~l ' ~ ft , t i I ~ E + 1 t pf rt j I c f li 1lfl ttI' ~I it a I+~~r` Ir 3 3 i ;I i i i GRADING PLAN o 911!09 15TREVCOMMENTS 0 x 9/9/09 NCDOT COMMENTS
i d 1 i~ ii.i itt Ff 1' II`~, f t ~ j 5 ~ I 0
L ~ .F F ' 13 ; , ' I .~0 ` U ~ 9115/095ECOND CD SUBMITTAL
itf tl ~3 ",r f i a 10I26f09 MYLAR CO SUBMITTAL 4
o f ~ ; LF a£! i t? ~ I; Iii ' tl ~ x ? 1
ro N PROPOSEI PROPOSED WIDENING SECTION 4
V N
0 - EXISTING a - EXISTING ROW VARIES 60' AVERAGE N VARIES VARIES o
N N 2.0 VARI S ~ 1 a VARIES (11' AVE.) (11' AVE.) VARIES 2.0'
N U z PROJECT#:084083 DATE911l09 a
0 1~ 1~ 6 , 2~ °w DRAWN BY: JWE CHECKED $Y: ET
3• A
3; • 1 1 A~ i 1 C A B ~ 1 NpR~ ~ rrrLE
N ° 1.0 12: ~ ,16,;, a S.R,1911
3 C c N SULLIVAN DR.
J U ~ 1Alll'1CAlIAI/'~ DI AAI
A' 2-IN S9'5B " I YVILlGIVIIVV f"Lr%1V
B. 3-IN 1 19.0 B n 0 20 40 80
C. 5-IN B25.OB I Q SHEET
D. 2-IN S9.58 OVERLAY a J W
U. PAVEMENT BY OTHERS (EXISTING) N W. WEDGING TO 2-IN S9.5B. STING) (IN FEET) a C801
~ o 1 INCH = 40 FEET
i 3 0
3 j

RIP RA RIP RAP SI7F ~
AVG. DIAM STONE ~ STRUCTURE TABLES ; STONE APRON APRON WIDTH ~ y O GENERAL SITE NOTES o
STRUCTURE STONE CLASS TH LinelD LineSize Length Slope MATERIA NOTES INLET ID InvElev InvElev InvElev InvElev RimElev ~ in o ~ O CLASS THICKNESS LENGTH 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, :3 ap
(in} (ft) (/o) Out (ft) In (tt} FROM In (ft) FROM In (ft) FROM (ft)(Top) DETAIL NOTES ~ FES-11 6 B B ~ (22 12} 1~2 :CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED. ~ ~ ~
DI14-FES15 42 109.59 4.11 RCP DI.1 407.18 409.D0 NYLOPLAST ADS STORM STRUCTURE 15" DI STANDARD GRATE ! 6 FE -1 S 5 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-D114 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-b0 6 B B ~ 18 ~ 10 10 ~ ~ 81
CB12-CB13 18 61.49 0.54 HDPE CB-3 406.00 406.35 DI-2 406.87 DI-5 411.56 CUNCDOT84DA2 e ,...18 9 _.5 ;SYSTEM. ,r
DI17-Di14 15 129.41 4.1D HDPE DI-4 407.24 409.22 NYLOPLAST ADS STORM STRUCTURE 15" DI STANDARD GRATE FES-23 6 B ` FES-20 6 I B DI16-Di17 15 56.1 D.55 HDPE DI-5 406.97 406.97 DI.4 409,90 NYLOPLAST ADS STORM STRUCTURE 15" DI STANDARD GRATE B 18 12 6 'S~ THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS y M :ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. y
FES-25 6 B JB10-FES11 24 70.45 2.6 RCP DI-6 405.55 405.55 CB-3 413,13 DUNCDOT840.14
BM_P1 RISER 3 A CB9-JB10 18 49.91 8.42 HDPE DI-7 404.90 405.15 DI.6 407.57 DI-21 410.82 DUNCDOT 840.14 WITH 1 BERM DOWN TO PREVENT RUNOFF DOWN HILL A 12 0 0 4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ~ N
DI8-CB9 18 253.91 0.79 HOPE DI- BMP 1 LS T ' 3 A 8 401.51 401.71 DI-7 404.85 DUNCDOT 840,14 WITH 1' BERM DOWN TO PREVENT RUNOFF DOWN HILL A 9 3 1.5 :ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF = U
DI-7 6 B DI7-DI8 18 83.76 3.81 HDPE PROVIDE 8" CONNECTION(S) TO ROOF CB-9 394.50 399.50 DI-8 403.44 CUNCDOT 840.02 E FI-8 6 B B 18 8 2 ;THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER, z ~ B 18 8 2 5. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, ~ ~ ~
PROVIDE BEND5 AROUND FOUNDATION JB-10 383.33 390.30 CB-9 395.30 JB/NCDOT 840.31 FES 27 6 B B 18 12 6 :DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. ~ ~ ~
DI6-DI7 15 79.67 0.5 HDPE FES-11 381.50 FES CB3-DI6 15 90.22 0.5 HDPE CB-12 393.13 402.42 CUNCDOT 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 CVNCDOT 840.02 THE OWNER. . C U N
" DI1-012 12 69.21 0.51 HDPE PROVIDE BENDS AROUND FOUNDATION DI-14 386.D0 292.14 CB-13 393.20 DI-17 FIELD ROOF 397.2D DIlNCDOT 840.14 FIELD CORE 8 ROOF DRAIN CONNECTION 6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE p a ,MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK, ALL DEBRIS SHALL BE REMOVED ~ o ~
DI5-CB3 12 16.42 0.59 HDPE FES-15 381.50 FES :FROM THE PROJECT SITE ON A DAILY BASIS.
DI4-DI5 12 53.33 0.51 HDPE DI-16 399.03 402.90 OIlNCDOT 840.14 7. ALL BMP RISER STRUCTURES MUST BE ONSITE BEFORE THE GRADING PERMIT CAN ~
FES18-JB19 24 131.33 1.75 HDPE DI.17 398.50 398.72 DI-16 403.40 DIfNCDOT840.15 BE ISSUED (AS REQUIRED}. p ~ ~ .
JB19-FES20 24 161.84 D.25 RCP FES-18 387.80 NCDOT 838.01 FES22-FES23 15 73 1.38 RCP Class N RCP JB-19 384.40 385.53 HW-18 391.76 JBlNCDOT 840.31 8. SKIMMER TO BE REMOVED AFTER SITE CONSTRUCTION IS COMPLETE. Q,
FES24-FES25 15 86 1.57 RCP Class N RCP FES-20 384.00 FES 9. WETLAND WILL REQUIRE MAINTENANCE AFTER CONSTRUCTION SEE ATTACHED CALCULATION PACKAGE FOR y ~
FES26-FE527 15 92 0.5 RCP Class N RCP DI.21 4D8.00 409.54 NYLOPLAST ADS STORM STRUCTURE 12" DI PEDISTRAIN GRATE OPERATION AND MAINTENANCE MANUAL = St
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. ~ 12 PRE CAST STRUCTURE CAN BE USED IF SHOP DRAWINGS ARE APPROVED BY ENGINEER BEFORE E- ~
FES-24 391.60 FES CONSTRUCTION. N
FES-25 39D.25 FES FES-26 4D8.20 FES
FES-27 407.74 FES
CHANNEL INSTALLATION ~
i 2•
-t~ NORTH
C ~1 ~ ~ A GREIEN N (,5 gym)
' .Y S~
~ r 5" n G~',"N a, _
' ~ l (15 cm) ~d ~~yy,,
/ x,,,11 r~// O ~ t J1 Q ~ ~ ~R ~ QP ~R~ pC
--T-
7 C7 ' t~cr?SED FOR
2"-5" is ; a~ si'ri:i.:r V San-125cm CONSTRUCTION
11'1 _ 11 11 11 1 1 6
I
^.-5n (tOcm-15an
(1560 ~ L
0::. ® •
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE:
WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEm MUST BE INSTALLED WBN PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (i5cm) DEEP X 6" (15an) WIDE TRENCH
WRH APPROXIMATELY 12" (30cm) DF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30an) APART IN THE BOTTOM OF THE TRENCH. BACKFlLL
AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINS~LG 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET DYER COMPACTED SOIL WITH A RDW OF STAPLES/STAKES SPA(~D APPROXIMATELY 12" (3Dan) APART ACROSS THE WIDTH GF THE BLANKET,
NCDOT 840.02 -CONCRETE CATCH BASIN W/840.03 FRAME, GRATE, AND HOOD 3. ROLL CENTER BLANKET IN DIRECTION ~ WATER FLOW BOTTOM Of CHANNEL. BLANKETS WILL UNROLL WffH APPROPRIATE SIDE
NCDOT 840.14 -CONCRETE DROP INLET W/840.16 FRANE AND GRATE AGAINST THE SOIL ~IRFACE ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM", STAPLES/STAKES
NCDOT 840.31-CONCRETE JUNCTION BOXWI840.54 MANHOLE COVER AND FRAME MOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPRDPRATE STAPLE PATTERN. 4. PLACE CONSECUTNE BLANKETS END OVER END SHINGLE STYLE) WDH A 4"-6' {iOCm-95cm} OVERLAP. USE A DOU~.E ROW OF
FES-CONCRETE FLARED END SECTION STAPLES STAGGERED 4" (10cm) APART AND 4" ((10cm) ON CENTER TO SECURE BWIKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A RDW OF STAPLES/STAKES APPROXIMATELY
NOTES: 12" (30an) APART IN A 8" (15cm) DEEP % 6" (15cm) WIDE TRENCH. BACKFlLI AND COMPACT THE TRENCH AFTER STAPLING.
1 } CB TOP ELEV.= TOP OF CURB FOR CI, GRATE FOR DI, RIM FOR JB 2} PROTECT INLETS WTH INLET PROTECTION AND PIPE INLET PROTECTION 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5' (San-12.5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING ~ANKEf (BV+NKEi BEING INSTALLED ON TOP) EVEN WITH TF~ COLORED. SEAM STITCH"'ON THE BLANKET BEING OVERLAPPED•
3}SEE BMP DETAIL SHEETS FOR RISER INFORMATION 7. IN HIGH FLOW CHANNEL. APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE
4)RCP-REINFORCED CONCRETE PIPE WTH RUBBER GASKET PER ASTM C-761655 A DWBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. 8. THE TERMINAL END OF THE BLANKETS MUST ~ ANCHORED WTTH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART
5}HDPE-DOUBLE WALL POLYETHYLENE PIPE PER ASTM D3350 IN A 6" (15cm) DEEP % 8" (15cm) WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING.
6}ALL ROOF DRAINAGE SHALL BE CONNECTED TO STORM SEWER VIA HEADER PIPE. COORDINATE DOWNSPOUT A NOTE: ~ r/~w B C CRRICAL POINTS ~HN CIESSARY TOAALL W STLAPt.ES TOSECURE 7HE~ v+ J ~1
LOCATIONS WITH ARCHITECTURAL PLANS. PIPE SIZE FROM BUILDING TO ,•.~yg A, OVERLAPS AND SEAMS CRmCAL POINT'S ALONG THE CHANNEL SURFACE. W J B. PROJECTED WATER LINE W r
HEADER SHALL MATCH HEADER PIPE SIZE UNLESS SHOWN OTHERWISE OR AS APPROVED BY ENGINEER A ~ C. CHAPINEL BOTTOM/SIDE IN LASE SOIL CONDNTONS, 1HE USE OF STAPLE ~ ~ „ ? N07 SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 8" (15 cm) MAY ~
~ OR AS SHOWN ON BUILDING PLANS. m.. 7) JOINTS IN CONCRETE PIPE WHERE THE INVERT IS BELOWTHE PERMANENT WATER ELEVATION OF THE RECEIVING B BE NECESSARY TO PROPERLY ANCHOR THE BLANK ~ J N C
STORMVNATER DETENTION DEVICE SHALL BE CONSTRUCTED AS AWATER TIGHT SEAL PER ASTM C-877 14649 HIGHWAY 41 NORM, EVANSVILLE, INDIANA 47725 2 = ~ z ~ Q Z
8) JOINTS IN HDPE PIPE WHERE THE INVERT IS BELOWTHE PERMANENTWATER ELEVATION OF THE RECEIVING USA 1-800-772-2040 CANADA i-800-448-2040 C9,0 a ~ ~ www.nagreen.com
STORMdVATER DETENTION DEVICE SHALL BE CONSTRUCTED AS AWATER TIGHT SEAL PER ASTM CD3212. } I`BERM rn ~ N Q Q ~
9} ALL STORMWATER PIPINGAND UNDERGROUND STORAGE SYSTEMS SHALL BE CLEANED AND FLUSHED
OF ALL ACCUMAJ LATED SEDIMENTAT TIME OF STORMVVATER ASBUILT DOCUMENTATION AN D CO. LL U m Q
10) CONTRACTOR TO CONFIRMALL EXISTING INFORMATION BEFORE CONSTRUCTION AND REPORT DISCRIPANCIES TO ENGINEER DUE TO DISCREPENCES THAT MAY OCCUR IN EXISTING TOPOGRAPHIC SURVEY. STORMWATER - - _ _ _ _ _ - ~ FILTER STRIP SEEDED AND LINED PER PLAN N ~ a = h U
DISCHARGE AT LOCATION OF EXISTING GRADE NEED TO HAVE ELEVATION VERIFED BEFORE CONSTRUCTION 3.1 SWALE - ~ 0 M ~ ' a w ~ '7
TO INSURE ELEVATIONS MEET THE INTENT OF THE DESIGN. N 2 -'1 SECTION A-A a W
v ; ALL LINED WITH MAT AS SPECIFIED ~ ~r ON PLAN VIEW CONCRETE LEVEL SPREADER ~ ~ V
0 J ~ ..«...w-uw~.m
LL ~ ~
3 A ~
a `m D:
0 a
,r' ,u o: 0
~ SPREADER LIP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED 501E ~ Y-,~-'~,y- ~o~~' TO UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE ~ ~ ~ ~ ~"r' ~ ~ y' ~w- ~ GRASS LINED CHANNEL 6 INCHES DEEP, 1' FOOT WIDE. a
a SPREADER. PROTECT IT WITH AN EROSION RESISTANT MATERIAL ~ ~ ~ "r'te' ~ ~ SEE PLANS FOR LENGTH AND ELEVATION. ~ JJ 0
W SUCH AS SURGE STONE TO PREVENT ER0510N, TO BECOME ~ ~ '"r y'am' W Y' Y' 'Yrr ~ NOTE: EROSION CONTROL NETTING AS SHOWN IN PLAN ESTABLISHED. ,r' Y` ~,y- x
Y.. r~ ~ VIEW TO BE INSERTED AND SECURED IN GRASS LINED O V ~ H
~ CHANNEL. ~ OUTLET AREA- THE OUTLET DISPOSAL AREA MUST BE GENERALLY ~ ~ ~ SMOOTH AND WELL VEGETATED WITH A MAXIMUM SLOPE OF 10%. Y- k~ SWALE ~ C? w
U Y BYPASS FLOW (LARGE PIPE) ~ 0
VEGETATE ALL DISTURBED AREAS Y' J Y~rf~ a ~ RIP RAP OUTLET PROTECTION rn o
L ~ ~ ~ Y AND ENERGY DISSIPATOR CONSTRUCTION SPECIFICATIONS ~ ~ ~
o ~ SEE PLANS FOR DETAILS 1. THE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE ~ ~ ,T' FLOW LL W
EXTENDING 6 INCHES OVER THE LIP AND BURIED 6 INCHES ~ ~ N
a ELEV ~ o DEEP IN A VERTICAL TRENCH ON THE LOWER EDGE, FLARED END SECTION ~ THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT ~ ~ Y" PT. kd w REVISIONS x
o SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY STABILIZED Rlp RAP t' BERM o
~ ~ SLOPE - - - - 1= v SPACED HEAVY DUTY WIRE STAPLES. AT LEAST 12 INCHES LONG. y" 2-3" SURGE STONE & - - I~T~~TI~~111=1I~ Y' 2 I I - ~~TPf- I I ~I I ~ ~ i 0
a Y' ~ ~!i ~ I I GEO-TEXTILE FABRIC ~;r~s,,x , - , I ~ I 2, ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING g ~ l.t...:, - z 0
- y' STABLE S J ~ EXTEND A MINIMUM OF s.~,A~r ~ GRASS i 'a OF STORM RUNOFF. UNDISTUR E RP ~ ONE FOOT PAST "LIP" - `L ~"'4~ N B D ~ III _ U ~ __...__,-.___._-._-LOW TO LEVEL SPREADER ~
OUTLET AREA kJ~L II-~( • - ~I~• 3, CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL. ~ -
(NOT ON FILL) ~ ~ ~ ~ 1=) 2' ~ III a w -
~ I I r I I--=11 4. CONSTRUCT A 20 FOOT TRANSITION SECTION FROM THE -III ~ CONCRETE LEVEL SPREADER • •L•E1~L S~'READE • ~ ° ~ A z
DIVERSION CHANNEL TO BLEND SMOOTHLY WITH THE WIDTH ~r-~ _~li TOP ELEVA110N PER PLAN NOTE: p - N N
v AND DEPTH OF THE LEVEL SPREADER. ~ LEVEL SPREADER DESIGN WILL BE BASED ON BASED ON co
n ~ E CURRENT DIVISION OF WATER UALITY DESIGN 5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY Y" Q ALITY DESIGN 0 a
STABILIZED SLOPE, NOT TO EXCEED 10%, MAKE SURE THAT ~ PT' GUIDELINES. i THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM ~ MAINTENANCE z PROJECT#:08-~D83 DATE:9111~
„ Y. 3 ELEVATION POINTS ON CONCENTRATING. SPREADER. ALL AT SAME INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABLISHED I- a
~ ELEVATION (TYPICAL) AND PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, ~ ; DRAWN BY: JWE CHECKED BY: ET
6. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEED MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDI110N, AND MULCH THE ENTIRE DISTURBED AREA OF THE LEVEL ~ ELEV J ~ TITLE
SPREADER. PT. W STORMWATER AND
o N N Q EROSION CONTROL
3 N -
STRUCTURE TABLE
\-CONCRETE LIP L--J
a ONNSHEET
3 C9.0 A w
0900
8 STANDARD LEVEL SPREADER STANDARD LEVEL SPREADER (CROSS SECTION COMBINED LEVEL SPREADER, BYPASS,
AND FILTER STRIP

_ ~ 13"~ CLASS 1 S' ;LASS 1 STONE /22" THICKNESS. POND DAM & RISER ASSEMBLY (w m
1 : , x BTM ELEV. 393.0 _Ii= ~ dr r ~ ~ t _ - -f_ 4" OF TOPSOIL (MIN.} M j d o
- LINE EXI TINE CHANNEL TH ~ ~ ~ . _ ~i,_~~ FILTE I FILTER .FABRIC Outflow Elevation ~ o II=~' PROP05ED Q 2-year 0.37 389.90 ~
J f f, } ~ LENGTH 1. -LENGTH 10` RAE Q 5-year 0.46 391.26 ~ v ~
. AME ICAfJ GREEN C ~ ~ r 1 f r ' SPILLWAY FRONT VIEW VIEW ~ D Q 10-year 1.49 391.68 ~
` r r r~ r f V j f r` Q 25-year4.92 391.97 AQUATIC SHELF L ~
~ ~ r PRIMARY TO BE .PLANTED ~
t ~,r / ter' - r ~ T 1 f EMERGENC ~ ~ .EMERGENCY SPILLWAY
85,3 ~.t` ~ 1 ~ 1 rj r f ~ . ; r.~ f` f, j ~ f r r 1 ~ SPILLWAY.. SPILLWAY TOP.. DAM DRAWDOWN ORIFICE FOREBAY DRAIN ~ ~
JI S, r { i 1 t ~ ~ r y_._ . SEE DETAI SEE DETAIL FACING MICRO POOL SEE DETAIL N
NV U r' f x r ~j` p k l' I C ~
/ / J f'' ~ i t 1 1 f ' ~ 1 r EMBANKMENT FILL TO BE
3 l O j / / ~ 1 p K , / / ? ~ 1 it 1 COMPACTED TO 95% STANDARD 3 Z~
r 3 W ~ rda 1 ! ! / , ~ ~ \ ff"° \ f 1' PROCTOR. PER ASTM D-698 1 3 31 NORMAL POOL NP SHWT 1~ - C U

r~ V 1 ` lJ,. i~ x P 1 1 i,fr F: ':tom / r ! \ 1 t INV OUT / ~ 6 / f MICRO • N .Pool FOREBAY
EL. PER PLAN
/ I k p t ~ a~
` FES r L
> t' r r ` r t / r i ~ r t °x } r r 1\ t t PER PLAN i ATTACH SKIMMER TO RISER AT CANAL VALVE p ~
{ i r / 1 t,, ~ 1 RIP RAP .DISSIPATER ~ CLASS"A"GONG, COMPACT 1 FT .DEPTH OF (CL) CLAY LAYER ~ ~
v ~ \ ~ 1 ! ~ I' d r J ~ x ~ ~ ~ , , RIJ E~ d AT .OUTLET UNDERLAY ANTI .FLOTATION BLOCK SOIL TO 95~ MODIFIED PROCTOR
~ 3 ,I ~ ~ ~ ~ x ANTI- . r 1 f ! y ANTI=SEEP INFILTRATION RATE LESS THAN 0.01 IN/HR ~ co
.oo~ ~ ~ i 1 Er AI 1- TH SH I'' :WITH MIRAFI 600 COLD i ' I r ~ n COLLAR PER TO BE PLACED AFTER SITE IS CONSTRUCTED _
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E N E T HAVE , 1 ~ r ~ ~ f f = ~ I , ~ ~ ~ DIMENSIONS F ~ t r~ rr ~ ~ h ~ s~ , 3 DIA- INV. 388.0 ~ ~ ~
~ ~ r r r` ~ b ~ ~ ~ V` ~ ~ ~ ~ ~ I n
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PIPE DIAMETER (MIN.) EXTERNAL WRAP AT RCP. OUTFACE ~ ~ m a BELOW THE PIPE INVERT. W Q
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~ o MANAGEMENT PRODUCTS (NARROW END OUT) ERDSIDN CONTROL PLAN, w
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g PROJECT; Whispering Pines- ~pering Pines -Food Lion ~ - - o
N ~ Total Area 11.5 ac Pre and Post Development Fla evelopment Flows o Z
a Imperwus Areas o
Pre Development Building 1.18 ac includes f<ature buildout of Food Lion and current retail ant ! ~
N roads-parking 6.54 ac includes future outparcel imerperwous at l0°!° of area and pond area. TR55 SCS method 6-HR SCS 24hr a'
M Drainage Area [ o sidewalk-patio 0,24 ac current patio Drainage Onsite Drainage Area Drainage Area Impervious Impervious Total Area Time of Pre-Development Flows a Onsite Offsite Area Percentage Concentration 0(2} 0(5) Q(10) Q(25) Q(1} ~
total 7.96 ac Basin # (ac) (ac) (ac) (ac) (°I°} {ac) (min) (cfs) (cfs) {cfs) (cfs) (cfs) o
i %impervious 69.2 % 1 9.16 9.16 0.00 2.00 0.22 9.16 20.5 2,12 3, 61 6, 76 9, 98 4.22 N
Total 9.16 ,p BMP 1 WETP~ND DESIGN CRITERIA 9.16 2.00 9.16 ~
a N 0 a
Post Development e nt ~ ~ z PROJECT #:0&4083 DATE: 911109
N U SCS method 6-HR SCS 24hr a
'o rainage Area [ °w DRAWN BY: JWE CHECKED BY: ET Drainage Area Drainage Area Impervious Impervious Total Area Time of Post-Development Flows >
i Drainage to BMPs E to BMPs BypasslUndist. Area .Percentage Concentration Q(2) Q(5) Q(10) Q(25) Q(1) ~ N TITLE
Basin # {ac) {ac) (ac) (ac) (ac) (min) (cfs) (cfs) (cfs} {cfs) (cfs) o ~ BMP 1
1 11.50 a N 11.50 0.00 7.96 0.69 11.50 5.~ 50.21 66.02 77.31 94.06 43.83 ~ a DRAINAGE AREA MAP
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Q SHEET
Drainage Area Drainage Area SCS method 6-HR SCS 24hr
m Drainage to BMPs 0 to BMPs Q(2) Q(5) Q(10) Q(25) Q(1} (IN FEET) a C9m2
Basin # (ac) (ac) (oft) (ots) (cts) (ofs) (oft)
' 1 11.50 11.50 0.37 0.46 1.49 4.92 0.32 1 INCH = 40 FEET 0

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40 PVC z ~ 4^PVC aa^ MANEIOIS ~ ~ 7 ° ~ eoTraM of cw>:R ~
~ ~ ~ to FLOW ~ PRECAST CONCREFE o L i= qBN MANHOLE BASE ® ~
g ~s" ~ 2.OX SLOPE, MIN. 5' ~ ~
rn o 4« ~ 4S' RENO eHP7.F { a a~-d I 0 - - d A
W RUBBER BOOT 2'-t%," WITH CLAMP
8"x4" WYE FOR HOUSE PLUM91NG s~sc~tAOPVC o SEWER CONNEC110N ~ Q 1'-1 t'/i ~ C t.
~ 4 `rn~ t'-11yi ~ a 4 L
1 •~.d~x~ . L C l - . r
MAIN ®t.OMSLOPS 45° HEPID ~ FORHOl3SbFLUA'ld1NG l . SEWIIi COtT1VECTJAN 6"x4"WY& _ ` t^o+ " i", GROUTED INVERT r. ~ SrNANI
W MANHOLE
. - ....I._. j57
EWER SERVICE DETAIL - 4SANITARY S i STONE i . O
6 SANfTARY SEWS S VICE 1 ~ ' R ER DETA L. NOT TO SGALE . COMPACTED ' t'-taY, d" SUBGRADE \ ~
NOT TO SCALE 1
TOWN OR SOUTHERN PINES SOUTHERN PINES 2 C9.6 TOWN of 2-94
DATE:Nav2o04 C9.6 REJN~ TO MEET ASTM C• DATE; Nou 2DDa i WIRE Mt:SH-ASTM A-1 8 . TO MEET ASTM C-A7B-72 MESH-ASTM A-1 85-69 ~ ; SECTION A--A
I ~i 3
_ Y~ ~ _ A~ qp+ C R ~
- . . I - ~ i C~.6 ~ ~ ` ~ J~~~
I ARP. S E SAN ~Y SEWER MANI~~LE DETAIL ~ MANHOLE RING and~C4VER DETAIL ~,~~?~~,s,~,~ ~
rdoT To scALe NpTT4 SCALE 4 ~ ~ 5 ~
I I . E ~ C9,6 ~ a ~r~.~~
;I TOW110FSOUTHERNT'TAfES TOWBIOFSOTTfHERNPi1VES ~~~~Bo~®~~ i
' RIGHT-Of-W,tY ~ ' I WIOTN SN04M IN PLANS
r~ DATE: 10.23-0i DATE: 10.23At r ~ ~ a,a
~ ~ I~ z ~ ASPHAtr - rhDTH SNOwN IN PLANS ~ i NNN•EKCAYATED
a to ~ o TRENC}IWIDTH i~
w w1 PIPE WIDTH + 12" FINAL BACKFILL RE SED FOR
~111~~ ~~III(~ S' NON. STRUCTION
IUI9~~IIiI s' Lstta, ~ COVER
M~c° MIN. ~DeR TN sDES> aUCrn.EtaaN
CARREit PIPE WIDTH INnAL ' • BACKFILL
~C
w
P1PE PIPE ZONE w
STEE1. CA51NG TO 8E ~ 0.
INSTAUfD BY BORMC CASNC SHALL BE CROVTEO AMINIMUMDF<•OR ~ tSEE PLANS) ON a07H £NOS wlTN A 2' ORAIR WASHED SP'ONE 7HEREGUIREOAMOUNT
BEDDING rOGETSTAeLEPIPEBED CASING LENGIN -SEE PLANS
BACKFILL WITH WASNEO STONETO CROWN OF PfPE
SEE SPECIFICATIONS AND THl; FULLWIO'rH OF V~
FOR CASING THICKNESS DRCHLlNE ~ ' ice:.. BOLTS TO PIPE SPIDER, HY SPIDER MFG.
TJ5E DUCTILE IItaN Pff E elB$LL RFSTR AINS rmtooGttcASnvG ~ FOR PRESSURE PIPE
HEAVY DUTY STEEL SKIDS 4 7. ' BEDDING SHALL BE SMOOTH TRENCH BOTTOM, t ~ OR COMPACTED LOOSE FILL MATERIAL AS REQUIRED TO PROVIDE A FIRM, STABLEAND , Z
UNIFORM SUPPORT FOR FULL LENG7H'OF PIPE.
• 2. TAMP EVERY 12° UFT WITH A RAM X ROLLER u x 1/ D.I.P. CAVITY SEWER COMPAC70RORWACKERJUMPINGJACKTAMPER. TR~~Cfl DET/1IL1P CBtiLI ~U
TYPICAL BORING AND SP(DER DETAIL NorTOSCat.e ' Z
5 6 TOWN OF SOUTHERN PIIVES NOT TO SGALE• V U1 J m
C9.6 TOWN OF SOUTHERN PINES C9.6 DATE: Nov 2004 W J F~
OATS: Nov 2004 ~ Z ~ ~N
o ~ ~ ~ ~Qz ~ N_ 0 ui
T tY
' ~ 8'3 ~ ~iw Z ~ Q a
Yo WAT ~ ~ ~ w ~ ~OF ~9P State o$'Nortla Cara?ina a ~ ~ Q
Counf o .?Moore f ~0 G IlPepartlnent o?' ~arvironme>lat and Natnra? Resoarces ~ ~ Q. ~ M ~
Pub ie Works } r Duvision of'~'ater duality N ® M
~sY•ivivmoorecountt~tc.gov FlowAcceptance, The Shops at WhisperingP >ps at Wb'ISpering Fines, NC ~ Y R?Dw Tn'ac?dasglA,cceptance t'oT~ Sewer )rztensiion 1Pertnat Appl?catians
oo~~ °F'k°oq Match 27, 2009 (FTSE -i 0/07) y
P< 0• Box rga7 i Page 2 ~ A! ~9to)947.6?z5(7eCepfiotte} Carthage, aforth CaroCrrta (gzo}947~i99z (~'aosimiCel ~ ~ w/ Project Applicant Name; ~ " u ~ v ,
a "3~tjn ~ Project Name for which flow is being requested;~e ~r I nL'a ~
o °'`NaRrN ea J z • More than one F'TSIrJO/07 may be required for a single praJect rf the oHmer of the Nry91"P is not responsible for all
~ ~ Sincerely, pump stations along the mule of the proposed wastewater flow,
March 27, 2009 MOORE C L C a. 'rC ~ i X, Complete this sec#ion only if you are the owner of die wastewater treatment plant. w
v v N a f ~ 0
•a Mr. Edward Tang,' P.E• aWWTI'FacilityName;(~,E~ilu~~g~ ~~(~,~.le.~ '(..+~G~11~~,(, ~ a
o WsP S~lzs ~ • 15401 Weston Parkway County Engineer h. WWTPFacilityPermit#:..~.~75'Oo° a
3 Suite 100 s A11 flows are in MGD ~
• Cary NC 27513 . a c. V+tWTP facility's permitted flaw 0i7 ~ d, Estimated obligated flow not yet tributary to the WWTP ~
o z e. WWTP facility's actual avg, flow 3 ~
rn U f, Total flow for this specific request ~
~ Cc: Brant Sikes, WWTP Superintendel~ AearMr• Tang; L TawnEngineer, Town of Southern Pin P Superintendet~ g. Total actual and obligated flows to the facility ~ ~ Q wn of Southern Pines h, .Percent ofpermittal flow used N
z
R}s: Flow Acceptance letter for The Shops at Whispering Pines, . y Whispelfng Pines, NC. WSP Project #08.4083 ' II. Complete this s~tion for each pump station you are responsible for along the route of this o
proposed wastewater flow, w
The Moore County Water Pollution Control Facility, NPDBS # NC 0037508, presently ' List pump stations located between the project connection paint and the WWTP ~ REVISIONS
° has sufficient capacity available to conditionally accept up to 17,613 gallons per day from 0 ~ the above referenced project Tlris letter does not zeflect the capacity of the immediate _ _ Pump Station Name Approx. Capacity, MGD Approx, Current Avg. 0 911109 1 ST REV COMMENTS
N collection system owned and operated by the Town of Southern Pines• i (FirmNesigzi} Daily Flow, MGD o
C a ~ i ~ 9/15109SECOND CD SUBMITTAL
This project will be required to comply with all specifications and requirements of the ~ - F
N Town of Southern Pines, NC and AWWA Standards, ~ ~ 10/26109 MYLAR CD SUBMITTAL 0
3 r~ 0 a
0 ~ Upon completion of the referenced project, the applicant's engineer is to provide our . w
office with the following items: . i z p
N .N 1, Ceztificataon Df Comp ebon, rn
2• Complete set of As-Built drawings. a w m • N
N N 0 III Cet't1fLCatlOn Statemern; C-
N if you have any questions or comments please call me at [phone]. ~ PROJECT 08-0083 DATE: 911109 I, X ~~4., l~ ~ , certify that, to the hest of my knowledge, the addition of fhe Q volume of wastewater to be permit~d in this prajecf has been evaluated along the route to the receiving o
's wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity ~ DRAWN BY: JWE CHECKED BY: ET
a related sanitary sewer overflows or overburden any downstream pump station en route to the receiving w TITLE
U ~ , treatment plain under normal circumstances. This analysis has been performed in accordance with local w established policies and procedures using est available data, This ppliEs to those items ~
~ ~ ~ - N • listed above in Se 'ons d.Ii fo is w
3 acoe an of as ate a party. Signature ofthis form indicates ~ >rt N WATER AND SEWER
J Property Management Public UtIIIHes Solid Waste Wastewater Treatmen! Piant ?'j ~ ~ DETAILS Si tng fficral ' n re
llntd
047 a Fax'-[phone] Fax ~[phone] Fax { [phone] Fax [phone] G/ w ! j SHEET
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rn 0 O J W
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iNLE'IVALYB INIET'VALVE ~~/~kiLllVrfre} I (TlanftedA°OrThRYalvr) v ~ ~ ~
~ 1, U5E A "FORD 2" BRA5S ADAPTER" AT CONNECTION )NNECTION .INE. ~ ~
NOTES: i N TES: TO VALVE, IF AT END OF 2" PVC WATERLINE, • FL'ANGEDANOLE ~ FLANGED ANGLE 2. USE 4"BLOW-DPF FOR MAINS LARGER THAN 12". fYrlnrLbfet°rSetter 76.15.11•G6 ~ 1'/rlnchyfeterSetter{PBFitI76•IS•11.66FORD} i0 . - (VB$II' I'ORD) (DurlChsekV°rialAarmbbkpprmtvl) GRADE ~ R) OhrckVr2vs7AreemblYApprovc~ E 'HAN 12". ~ L ~ ~ ~
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+ ~ 7 BRASS PIPE ?~~;:~s~~~ VALYft F4R 1.ki°h SMhr F"ALYE FOR 2R5°h Setter Box •fIuOS1.7TFORDAdePI~ Brix uaOai-zz2roBDaa `i~•"` "ti:!r ..S.LS~~~~. ti:14 ~1Y'Y'Yi• . i ' t ^if~ i .r".? rt".iE Ft"'rkirr..» F:a.. Z s:rsi
FOR 1 Y•IcaLSotfa' \ FOR 1'/rltt~ Sd1er ~ »:{:i'ii "v{r,:ri . theC°B4fi780RDAd. UuC4AGT80RDAdrp~r \ :i:rr~r;»:Yi^is E ~,g"? l ,b5'J~A C•1.7J115^ Y!l:::Cl
:iv%: .M.,;~'-C.f, VALVE BOX°-`yw"'. 5::.~:.:;:''':;:.J. 2" hEMNE ~ ~ ~ ;:vil, x}w ;.t' ra;;x;;,^?{:;•:, , THREADED COUPLING ~ tQ ^tl.N. nil 'S5T:11J::SS}':,5 - _
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RR WATER :'rig? WAT . NCP or ~~"e~+' •'~itia• •?•:r+rnv i:~4i~: .^,v COMPRBBSIOPNADAPTER PB'fter Pift COi51PRESSfOPNA,DAPI6R PB+R ND~Pift ~ " t•~.:.:~:^:.:1...:?~:..~....•.~::?}.1'L':{•.':,S.I?:{•?:':Y::':'?.' ~r'1.'„:':':^::':....:'1:{'t^l:•?~~:Vrh'1:f1:- MAEi. MAIN «.w^. _ ^:.':~:tt~l::t Jf.SV:E t11Yli':: .Cl:: ~ N ~a httPS'ft:. X.Sft :'t.';: 'SV::• :11F:.:~'l::.h:
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2" SDR•z1 - z" SDR•z1 a '.:'?:'X11':^:!:'f'M1::::l^lt:^:.•.'.':~ti:?'{C t'YlJ.iyr7~G'r.•cii' ;^:i%b 9iti.:{; ^r:'x:S: ty%v,:ir:rriii~,g%u:•;m.: r ~ - - ' StS::~:'::A::' ~:rNn ~ " ~ r'!~.' •.1,::V:ft:a, ::'fit ~ W
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eC6"OPERATWCNPP 1 wf1"OPEMTINGNUT elPedhrck RPZAbovegroutt 1: i:.t.. ..;,...z,. .,r.....,,.,,.,.,a.,.».;...,,;.t..,. (e1PtdMekWle ( W'IaD ::.vx,: ,wssr:::»,ra:::::.,,•r,::a •n~y in HOt Box i~{v ~ ^iia { iivi. ~r~'r.'tiv't.r:•t'r,:~»r:x.^.:a:;x::',:: • smB KF AbOV round °ntgpw) ~f).~;.~::+ :t 7~t...........55h1..•.."l.'.'.'::/: i°' tt t 55551 75 5 ~.K(:lk.'J:";}l~t:;Yh~s~l ~l:{.Y7:J: O - r(~+
3"s CL In Hot Box ':vuirr 'i;`%r•?:¢:::'». `.;:m:.r:,w:ux.,.. i:. . S":CL :i+'„%i"s':?+"1 ~'~+me:urJ: ti.r.. BaW4S NfP'PLE - ~ BRASSNIPPLE ' ' TAPPED trLlt tl'SWtl:{. TAPPED 2" R5W VALVE Sr.S,; ~mC
' MECHMICAI. PLUG MECHANICAL PLUG w!2"OPERATING NUT 2" BRAS5 OR GW.VANCT,ED y
9 ~ - orrfON6 CONCRETE THR UceTrwwil'hratdodl"Oultet•1"xCLBRASSNIPPLE' UxTaw/fhrrxdrdl"Oatlet•1"xOLBRASSNiPP4.E G0~ ty(jfj 3~4 7HREADEiI 6RIAI S/4 THREADED 6RIADLE RODS (BITUMASAC GATED) R{~ (MUtl. LENGTH 12") C ~
art"TAPptNSADDI,E•DaibleStnpForiroa(8S) °r2"TAPPINSADDLE•DatbMStnpForlnn(SS} ANCHOR RING orStagbSdxpForPVC(Brw) . urSln~eStrrpFerPVC(Br•u} y 5'#MN.
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s~ n ~ T~J~S 1 » ~ 2 SANG A TARS-C4P~E~S~T 1 ~a~Id 2 SLANGED METERS "-cO~PERS~T~TERS
NTOTTO E rrorroBCAr.E
RMANENT TOWN OF SOUTHERN PIlVES TOWN OF SOUTHERN PIIVES PFi 'ERMANENT BLOW-OFF ASSEMBLY ~
NOTTOSCALE 'OT TO &CALE
DATE: Rav,OB•20D4 DATE: Rev.08.2604
a
_ _ NOTES:. ~ ~ ~ , - - MINQvtLiM2•WCH I.2 ASPHALT ~®030®0®
6-INCHTHICK I. ALL PIPING SHAH BE Dl1CiiLE IRON. ~ - CONCRETE PAD . x ~a^ x s"rHDCx. col~PACrEn oxExrsl~r~ ,~~~~~5~~,~~lp°~~,~~~~ CONCRETE PAO TFi[CfCNE55 . ~ Q~ ~
2. ALL DULTlLE IRON SHALL BE FLANGED PIPE. 24' x 24' x 5 THICK CAST IN PLACE CAST' IN PLACE o H
3, birch ORA1N 70 DAYLIGHT IN BOTTOM OF VAULT. CONCRETE PAD CAST IN PLACE ~ ~2" ~
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' IIIIIIII~ ~Illllill ~ , . a ~d 1111111 - 8•TNCFIABCST013la ~
tONGNiPPLE TBYALYE NIIIIII Illllifl - CAST IRON ~ : ~ Y~.'. . - VALVE BOX - !111111 IIIIIIII ASE®FoR
• IIIIIIIi - - STRUCTION
11{iNl
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suaarniPPia _ TAPPING _ _
SHDRTNIPPIJ»' NNNN= N~NiN VANE 6r, I Al1STAlNI~SSSTEEL MINI) MINI a.;v E
SCRER'TYP TAPPING SLEEVE -''o •~'1 ~ CASTlliONVALVEBOX
ti, pp 11111111- =1{Illfll:
v•y, ALVEBOx~I,>D GONGREfE ' 1111 II 111111 MECHANICAL .JOINT
B1.oGKBac o.}~,, Pr.ANVnEw '-a i - GATk VALVE

STRAINER CFIECKYALYE ~ p. $ ,,P a' R• • . s~ .Q~. TEE d4 .r: r'• n. Vr;s wt~rvwve~s,+we~rm'~aaaffim• ewc~avatvai+ur~s~~wux ~roC4 y+rmeu.mrter+veuxot,~
COfdPANYMETER TEE . MECHANICAL JOINT
CATE'Ya1tVE A ° : ° ~ , GATE VALVE 6 CUBIC FEET a• - FTATiCFAADAPTBR cATBYALYE CONCRETE MlN. : "ID 1~ W
I wH8NVA4YBISADIAO3NI'70 TE&OlkH6T•®, ANq[05VALV8TOT960ABata1WITB SPOONPP~'E ~ ~ ~ .TWOf0 Y4iakALi,TfIIlBA7)aD RODS
• P~OTE: Z
i ~ ~ 1
9. TAPPING SLEEVE SHALL 8E A ROMAC STAOD:ESS STEEL ~z:: tw U CONCRETEBLOCIOriG
METERSIZE: 3•itKh, 4indl, or Wnch wISTNNII.ESS SSEEL FLANGE VAULTSIZE 4fcetvddetry9.5•feetlmig{appmxlmat~y) ORAPPROVEDFAUAL - ~ (84 LB. BA(i OF SACRETE)
II TO BEDE[ERMLNED BY ENGINEER ~ ' VAULT FLOOR: 1•foot minimum • Under Piping v J J
I CLEARAN(3:5: 1•bpntmialmum-VauRVdaOstoRang~ ~ ~ j'. i coNCxETEa xING ' ! VAULT DOOR: 4feet by &feet BILCO or Approved Equivalert i 'i,~...,. , W ~ w E°
I ' (80 L8. BAG OF SACRETE) ~ Aluminum Double Door w(Laking Oevice I 1 l ~I ~ O ~ Z " ~ q~1p
.TAPPING SLEEVE I GATE VALVE ASSEMBLY r~EN pAV~~w~NT~ ~
I ~ ' AN VE A SEMBLY i' m NOTTOSCALE o ~ z ~ ~ Q Z
ME~'ER VAULT DETAIL NOT T'- s i NOTTOECALE ~ ~ ~ GATE VALVE ASSEMBLY a ~ ^ ~ LJ ( }r Z ~.L.
l ~ t ~ 7 ~ I'~ N ~ ~.QO
NOT 0 SCALE • TOWNOF SOUTHERN P1NES . TUWN OF 30UTHERN PINS ~ ~ DJ ~
j • TOWNOFSOUTH~RNPINES l i f ' TOWN OF SOUTHERN PiNE5 W V Q
' DATE: Rev.06-zau4 ~ I ~ DATE: DEG 2004. i"] +'1 DATE: 10-23-01 I ~ DAZE: )aa~.ot ~ ~ Q. _ ~ ~ M
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o W ',e= ~ flRENYDRANTPUMPBRNO?PJE ~,:a-: -r ; DIM. P)PE8i1E U F1AN(lE MUST TOBBPERPBNDKiiLARTOSNtBBT ?°+`.•.••it•'',,. w
' / BE ABOVE GRADE Ox1rcET1 2 9 6 8 10 12 14 16 18 20 o
m ~ 1.9 2.8 3.8 4.1 5.9 6.6 7.5 S.S 9.4 t zrxza~b"TRKxC A l.b h10'1, CONCRB1EO31.I,AR m BdAX.6` ABOVEQIAbB/TOPOFGURB U D' I v ' N
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~ CDMPA,CTEO BACKFRI - ; . ~y ° (FAAIPED 6I 6" UtTS) ~ I~ I A 2 F1ata w REVISIONS s
°o x'57 S70NE-SURROUND ~ 6' CATS YALVE N J01MS MIN. 7 CU.'Fl, m~ AND BO% ~ ~ r' 0 911109 1 ST REV COMMENTS
~ ~ ~ TEE i t - B° DucnLE o
IHNd Tree z 9115109 SECOND CD SUBMITTAL p
~ 10/26/09 MYLAR CD SUBMITTAL
L • _ txmtsitxreEo ~ ' 3J4" THRFJ~DED ROD Turnt ~ CONC 2 i~QUIRED) -U5E p.~N„ ,-,ELEVATION 0 0 rr
o RETE ~ONC. THRUST BLOCK , a BLOCK (TYP.) 801b. CONC. THCORUCR~EfE a w
~ 1• BLOCKBIO BLOCK DABalBHBiB % Y ~ DERD PD'ES1ZE DIANALDUMETPRHI z
ti 2 4 6 8 IO 12 16 18 20 0 rn
90° 1.5 1.9 2.8 3,8 4.7 5.9 7.5 8,5 9.4 .a 45° t.0 1.4 2.1 2.8 3.5 4.3. 5.5 6.2 69 w N
a t254° 0.8 1.0 1.S 2.0 2.5 3.i 4.0 4.S 4.9 1154° 0.8 1.0 1.1 L5 1.8 2,2 2.2 3.2 3.6 0 2
y CONTRACTOR TO SUPPLY HYDRANTS WITH TREADS PER a PROJECT#08-0083 DATE:911109 Q
~'I•IRISST HIAC_K_ DETAILS FOit BENDS ° UJLLAGE OF WHISPERING PENES SPECIFICATIONS. CONTRACTOR w DRAWN BY: JWE CHECKED BY: ET
' TO CALL WHISPERING PINES FIRE DEPARTMENT FOR THREAD ' ' } + i 1 SPECIFICATION. '
L 111Ri~FBLOCKADBDEPxRMBdFDBYLARGPbTDiAOFTEE TITLE w
j ~ i t46RUST)BAf&tSNALL6ECONBSRUGTPJI~'NOOP~CDiiGRETE, o ~ ~ ~ ~ f lY w
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I _ ~ . _ _ _ _ ~ ~ I ~ CONCRETE THRUST FLOCK DETAIL
F IKL NYUKAN I AtitiLMULY UL I AIL NOT TO SCALE
v SHEET
NOT TO SCALE m 0 J J
° TOWN OF SOUTRERN PINES TOWN OF SOUTHERN PINES W y
N DATE: 10-23-01 DATE: 10-23.01 tary c9m7
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A T PLLLER r-O" 8. r s ~ ~ O
PROPOSED SgEMIALK 1/8' RADIUS (TYP.) ~ DR~t ~u Sao oe ~ 3• aAau~s t/x RADws aRASSm unuTY sT~P (CONCRETE 3000 P.S,L) r~oao om L O
. t/a° RA~US 3' RADIUS ~ , io Or 'Y ! ornmt aoar0 ~ a8+
b ~ ~ t ~ ~N ARIES ~%a~'r+•~''~~ti RR P 181 YAtf. RNp
iD •i. • ~ ~ COMPACTED 1D A DENSITY + ~ EXI5111~ r-s of NO tES3 THAN TN>x
~ a CUI~ AND CUTTER SQD~ FULL YI~iH OF F~= ~ ~ ~ CURB AND GUTTER a ~4qr, . SECTION R-R ~ ~ ti ~ GD
FR~JT ~LEVA110N A .._I ~FC71QN A-A ~ ~ > j`(pl~~, SECTION e e ~ NOGY NgNt SAE Q Z C-tl' Y-r °'-C ¦ ~anewAUC m ~ra1r ar 0. • fi S EItYAiION a~pv iCP a aAi9 ~ M
1RANSVptSE EkPANSNIN JOINT N 910E EIEYATKNI ~ TA 3 C~Jy1BI~A~,I_QN CURB ~ D GUTTER ~ • BAdt alllt auP 11~MI® ` ar FOR ALL lGklNYlt sOPe6. » aACK OF sDENNtK OAOP TEEN 1111aD ~
4'-~' 1 RADIUS ~i ~ /a' ~ ~ FER aDp,Wf lIIOPE 4ab. WYNdE fKA~l4 N°T pRl6t !"~IEIBLSi.~! m ex~ ray ,y_ N
r-o r- TT: ~ AAFA TION 5-5 ~ -r wom ~ m ee uala ~ SEfaS = V
~ i-3/4° R JgNT FILTER t/4" SIDEWALK SURFACE A= :e ~ r ~ n a pa+a ~ ~AUY cPOAaONnca awe ~ ~ Z
t ~ • a~ ~.N I r f • ~ 4° J`•~„i1.j~ n~. a • r'J ~i "$!~~`i" 2°-D• - • r • r • amyl ~ a'~~0"w. mo'~ooron ` ~ 0 y_g' § rerrr Mara ~ ~
'R ° .i . •R' : r • •.I : d i 1 e • r~i. lu ~~i w i r' . ,.Y. ~N,'+~~r.,~ ...«'/'d Q' 6• r••rr ~
' 2'-0 e a U L ~ p
P B' 9"
FOR USE ON ALLEYS ONL i'-s" PJ.BN..~OE~! ~N,SY~$S_E._EX~ ON JOINT ~ ® ~
r QEffaS~TA@1E. ~ ~ 1e SET s v a ~ Q 3 aFET 3 8F s r. WARNNVG DOMES ao~wt ~ ~
MEDIAN CURB AND GUTTER - A.B.C. MINIMUM ~f•, 8 Mpg SmE EtEYATiON xWxa1E YAtE141. wY ~ al~muvtfa, ~
DEPTN ~ 31/4" ;y:'';,r • a... u ° ~ ~ ~ 1. CONCRETE 91ALL 9E a000 P.SL 1. TRANSVERSE EXPAN90P1 JOINTS TO BE A MAIOMUM OF ao FEEf. FRONT ~ ur ~ awe ~s wenar a~ ruly ~ YIIAiAC111EJf5 PA06UCr AMD °RTAIAAiION INS / O V J 1PC~IGa101q IAL PCtIApFL. ~ IICE ~ sg 8'~m~ °D0~ qq
a 2 C1ION JOINTS SNALL 8E SPACED AT 10' RITERYALS. 2 ALL CONCRETE TO BE FaaSHED N1TH CURING COMPOUND. u ' ' • ~ ' A 1a' SPACa1G Wll tN: ALLOIMED WMBN A MACHINE IS USED.) Z ii 3 4 ~ , ~ ~
UN~~ ~j~tDARD 3. FMasN Au coNCRETE NITN CtxtPw coMPOI~. 3. A a-Nch OEPTN IS REQUSIED AT wcAnoNS oP oRIVEwAY C9.8 C9.8 ~ ~ cor Tau mR ~4 ~
C9°8 N slur 2 of 2 FOR gR16 Ate ~ ' TNTERSEC'noNS C9.8
t~ a
STANDARD CONCRETE CURB AND GUTTER STANDARD CONCRETE SIDEWALK STANDARD METHOD OF ENDING CURB AND GUTTER GUTTER STANDARD WHEELCHAIR RAMP H ~
O ~s to
1. DEfECTA8IE WARHwO sllxl ODYeR Y-O' w tEN6TN A!m FlAL Mg1H a' tIE RAIN FLOOR As 81mM11 DN OETAL 00000.1b SHEETS 13 ~ 1NE wap luY ~ .
YAitlABIE RAONIS A 1-t/4" DEEP CUT 5HALL ~ YEUAW w OOI,OR at ANY COIOR WTH A 9aL axmasT RATiA 2 NNJf NmTHS AND COffRDIIRAININ VARY 8UT MUST CaPOPdI TO TRAFFIC DESIOII STANDARDS T.
MADE tIgILAR TO BACK OF TO ~ REMOVED AND REPLACED N1TH81 S NORTH CAROLwA ~1I. STATUE 138-14i4 REQIINfS'RIAT Atl SIAkET G1A83 Bdi6 OOt1,47RUC1~ OR ~COdS1fltIC1~ PaR Wlpl'Ifl1ANCE PROC~INES, iRAFFlC .
CUTS AND THEN PARALLEL TRTN PgTiION TO ~ TIQIOVID AND GUTTER UNE iHRtg (3) WOTaONG DAYS 3) WORKDJO DAYS o°isAa.EE~OO~Ar Amu w~' w~ eDix a s ou1~1ER ~ AaE P Aidot~on~'PO°aP any trsE t~YSCUir
4'-C Th: ~-0' TYP~ AND 13 1-t DEEP STOP UNE /4' itEnER°D0~'srE'WAUt ~ FROP~D t~iT1AU~Y OxR ~PLArBEOY PROIASai a' gNJ3 wars aN ANY asiB caamrA9Ra1 AF1ER aAx L ta9o ~
-i-1/2° DEEP soORE THE ~ M{TM asAea~lES ACf~ADA_ )_OF 1aaD EKIETDS TO wonlowas Well DrsAeiuTTiES. ~ ahL R1GHT;S PROTECTrol1S SrHO~ul m T1mSE
NATURAL GRCUND 5 MINIMUM To , AroFAAe~as.~' Nano~u. arrow ,urD ueoa~ nr avg. Poans Acr aP 1aa4. n~ c~ wa~PS ~uv~ eEEN oEraim
10° TYPICAL sEE Nah a ~ w ~ E ua+T PoLE.~ASx~~Dw~r~ p~.Aa~r°rr. wry ~wo° xA~s ~ o~isr~ NoT ~°~w i ~ aP ~rs°irEroHT
DON TO ~ RETdOYED a ` aNm eER~En TFE waPS. rLA1E alx As IEAR Ps>PETCIaA,AR To THE TRAY<t taNE BEMm amssEO AS POSSELE E. PAY Fat ALL PARABLE OEF1H CONCRETE t19FD FOR OOI1SfiplCTroN OF WHEELarAtR RAMPS AS CaICRE1E MFEEI9FINR waPS, (sk. YDS.) saunasa
. 9lAPE cur oR Ftu sLGPE ,a 8. PAY FOR ALL DEPRESSED aNiB3 AT NlEaalAat RAINS AS 'DE TYPE aX® Atp al11ER USED AOsNLENT TO D CURS (IN. F1;) 0~m~~ C
•e NOT TO EACEE'D ~1 ROADWAY z . 9. P~s a FINi COIM~ISA710N FY1R ALL MAtERxs. LAeat EauDaENT, Toa3 Arm wC1~lrrALS NECESSARY TO SATiBFACTadv ~°~~;V~ pm~
B. DO NOT EwCEm DA8 (1x1) BLOPE ON 11E NIEELCIPNR RAMP w REATION518P >n 1HE aMDE OF TiE SHEET. ~ o"t~°~~ ~ a®
w'.« . , „c,, r: a ooNSmucT wrFa,auuR RAMPS 1C (3'-47 oR aiEATER FOR DUAL RAMPS AND aD' {1~-m") at GREATER Fqi aABaix RAMPS. ~ ~
NATURAL GROUND INltE 4 iQ LISE rAASS'B' CaVCflE1E M11N A SEIEYDILK Fw191 w ORDER TO OBTAN A ROUGH NON-51OD 'iYPE SiN6AE£ } p
STANDARD 30" CURB AND GUTTER [ YRADw1S GUTTER UNE 45'x( BREAK A.B.C. (AS PER DETAR 0300Q02) 11. PLiUE A)¢' F7NAPtlla1 JOIIT NIEIE TIIE t~INNflf Nfl RaaN JOwS 1FE CURB Alm AS SNOVw ON SfMtrAlm OETAN. Os000W. ~
STEP CIE 12 PLA1!E TIE wscE PEaSRBAN amosWALN twES Im a,osE7t w nE wTE~IbN SY 83ECIwa tNE wTEREECTANI RADA, ww ALLOWANrE a' A 4' aEAR mNE w nE ~~6®~"~' :P .tea YEFNaA.Aa 1RAVawAY NNEN aRE RAID ~ wsrAUBI. (skE rarE i»
~-C 4-C 13, COOROpA1E TFIE GAre OUT A!m THE PEOES7RAll ~ LABS SO THE FLOOR a' TIE MF~IQIAN! RAIN WEL FALL YATiri THE PflAi CR0651MLit lwES PLAtAE DLAOONAL RAINS YA1N RAKED SAAB SD 24' ff FALL tE10HT CURB FALLS VRlrl ilE CROSRYALK MARaNS ai EACH BAfE OF 1tE FWES. aoaos
3 14, COlS1R1CT AE PmES7RAN aNISSiMxN A MwAMAI a' 8 FEET. A CROSSyIALK WA1111 OF 10 FEET OR BEATER R OESAtABLE
M~
DETAN.,JYPICAL LOCATNLN OF WNfELf51AIR~rt6~ AtLOMABIE LOCA 1. CURB AND GLITTER SECDON SHALL BE REMOVED NJ ACCORDANCE WITH cE witH 1°` ,wc,~ii H A Y ~~oR oiNER r~wr. ~AA> ~ I~A~R AC~rs'O~nP~uiE~o e~ COL UCT ON PARALIFI TD THE ~ ROADWAY.
5P~~;~,y-,uks A,a>S~P_~~ES ~R 5 DRIVEWAY W~'IH APPROVED BY 1HE TOME+I. Duu RAMP RAa...~...,..•„ANY 7 1a TERRrATE PARgNi A MAaRMt aF m FEET eAac OF PkDE31RAN a~wALx. 8 .ME 19. PLACE ALL PAYEIENT MARABNS w ACCamAiME N11H iFE UITEST RMiION OF 'TIE MANUAL OF IRAFOAl1 TRAFFIC
C9.8 PROPOSED NFIFAg1AIR RAW+ aAaoN~L ~ 2 ~ PETtPEtiDIgJLAR CUT 19 YAD1Rd t2" (Mdlu) PIK1L1 A JgNT, DtET+ THE pYAOONN. RALP L4 NOT r+Er~atE C$. $ PARALLEL CUT SHALL BE MADE TO THAT JOINT. PROPOSED OR Flrnx;f SOEWAUL T^pt NtW 00I1STg11CROl1) C9.8 ~,?~'X'r~Ilf1~D BY nE FEDERx HN1fIwAY AD1~51RAnoN Atm 1iE Nort1H cARaLRIA C9.8
STANDARD SHOULDER SECTION STANDARD METHOD OF REMOVING EXISTING CURB TING CURB STANDARD WHEELCHAIR RAMP
WITHOUT SIDEWALK STANDARD WHEELCHAIR. RAMP OR A DRIVEWAY APRON INSTALLATI ~ ON) ~TION)
BROOM FINISH
WOOD FENCE DETAIL
.y;c °•.a y,.,, ASPHALT PAVEMENT (WITH WOOD POST)
OR AS APPROVED
~ BY OWNER
SCORE FULL NiD1H OF r ' I; ~ r • r' • a + e ic.' ' ' I I, t c CURB AND GUTTER d, ?se I• 'a' Z ~;i
-e, a ~ II III W
..N i _ I I= NOTESI
E (=I! I=1 I i=) ~ I=I ~ I BALL FASTENING HARDWARE TQ BE
F ~ w. s a r 4''
. inn ~ ~ _ I=) I I=I I ~I I I=) I I= NON-CGRRGSIVE I I, ='III,-I I (=1 I I=1 ~ ~CGNTRACTGR SHALL USE 8p< GALVANIZED ~ U
r-o" r-e' - - - - - - - =III= i I ~ I I=III= SIDING NAILS UR Z' GALVANIZED SCREWS Z
5' - - _ _ - I1=III=1 ~ I=III=I i I AHRG~GHGUT. {Jj ~ J
i _ _ - _ - _ - n
e d i I=I I ~I I I-III-- ~ LL GOD MEMBERS SHALL BE TREATED. Q ~ ~ Z J ~ ~ N
y 3-2'x4' TREATED ru J N N
INTERMEDIATE RAILS o ® z ~ Q z
b COMPACTED SUBDRADE 8'-0' TYPa G.C. FLUSH TD BACK a ~ ~ ~ ~
l~ iv EB4d.I ~ , CONTROL JOINTS AT 26 SPAgNG ?r..----- 4'x4' TREATED PBS--..,,,~ RS SHOWN. N ~ Z Q Q
10 ~ ~ ~ w~ 11 a W m Q
C9.8 2,p C9.8 ~ ~ 1'x6' TREATED w' W Qe = ~ C~
PLAN U I E W , FACE BOARDS ~ (n ® ~
12' CROSSWAU( UNE STANDARD METHOD OF ENDING CURB AND GUTTER R01.lED CURB/SIDEWALK NTS tYP. S I I N W~_ ~
4' 2'X4' INTERMEDIATE 3 ~j
N gtOSSWNX RAIL ~
d O J LL ~ ~
PLAN NEW Q
2'x4° INTERMEDIATE N
a W a~ RAIL (TYPa) w I a
0 a 4'x4' TREATED POST o a!
m 0-U2 a e N
a , o ~
J a iD
w 0 1'x6' 1-ACE BARDS Z
a~ W
" RAMP AND ~ 2'x4' INTERMEDIAT o a RAIL Q
m SIDEWAU( CURS N N
µ S r
h c TAPER CURB m 4' o w
3 w ~ 4, ~ 2' CLEAR W REVISIONS
r I.~arrc 0 0 s
0 0 911!09 1ST REV COMMENTS
C a PICTOftIAI. NEW 12' ~
c ,og®gooa;~ ,ogogogoo~ 12' ~ CaNC, FTG. Q 9115109 SECOND CD SUBMITTAL E L E V A T I O N 3000 PSI CONC ~
'C m a N (TYP, ALL POSTS> 0 10/26/09 MYLAR CD SUBMITTAL
t
(0 O TT o NalaJe W
7 W 2
% 9 N U N
.a C9.8 I!1
a` N N 0 a
d z PROJECT#:08~4083 DATE:9l1109
IiNEAR PEDESTRIAN RAMP N V y - N.T.S. °w DRAWN BY: JWE CHECKED BY: ET
p d
U TITLE w
C O as w
N 3 Q N
J SITE DETAILS
Q J
SHEET
m J J
0 0 N w co
N C9m8 3
O jai

M y" O
O ~ ~
v ~ ~ ~
3 ~
J H ~
t~ ~
ti y.. N ~ ~
C U
_ ~ s
RADIUS RADIUS CAP, SMOOTH RADIUS CAP, SMOOTH p~ ~ U
PAVEMENT DETAIL SECTION & PAINT PAINT & PAINT
COMPACTOR PAD CONCRETE PIPE 6 LOADING ,,,~-PIPE 6 k-STRONG PIPE 6 X-STRONG C U
4500 PSI CONCRETE AREA FILL Sfll FILL SOLID W/ CONCRETE FILL SOLID W/ CONCRETE ~ C ' N PAINTED YELLOW PAINTED YELLOW ~ OCR ~
,~c J01NT FILLER PAINTED ~$n~' LVa PREMDLDED EXPO
JL MATERIAL. ii " 8 ~ r3 ~ a)
~ xx-ST~N~ p~ 3 e PQStS ! 4'-0' MAX, o c ~
5,.0, fGAWa i ~ RADIUS CAP, SMOOTH & s3. ~
I - - - SPOT ELEVATION ~ e Ix~ - ~ I=~ - PAINT y _
I~ - _ SEE PLAN
T~+EI+ EPAIR ' EPAIR TO MATCH PIPE b X-STRONG (FILL t~ ~
~:T~ ~ • • . EXIST Pi ~4 REINFORCEMENT BAR LONGITUDINAL . s, ~ ~ EXIST PAVEMENT W/CONCRETE). PAINT i
~ ® ' ' o '.'ti TYP, A AND TRANSVERSE SPACING OF 6-•INCHES 4" COMPACTED A 3 ~ THREAD BC 3° SAFETY YELLOW, H CONCRETE ASPHALT ~
~ ' tTYPJ COMPAC , r ~ s :D : TOR PAD e e , ' PAVEMEN PAVEMENT
i s • r DETAIL ~ , s ~ f ,
6' 9' m °o.~ . . ? ® r
. • • ~ . p.• 3• ABRASIVE e e ~ ~
r ' NDSING, TYPE o - b ~ V ° t4) HILTI HIT HY 150 ADHE IVE ANCHORS ON r
' • COMPACTOR PAD CONCRETE LOADING e o ' ' ONCRETE ' ` , ONCRETE 10' GAGE (5' EMBED>
BI~FiII d ~ , 4500 PSI CONCRETE AREA ~ ° ~ JOINT FILLER ~ ° e i ,~e, ~
~ a • • (4) ~°0 x 0'-4' LG ~ ° ~ (4'~ x 0'-4° LG PL 'x14°xl'-2°
• g" ° • ` ` CD 16 ®es~° ~ a' % an ' ' CON ANCHORS C ANCHORS ~ y
' EQ CDRE 1XtILl. 2'A % 6° EEEEP ~ e w i • i ~ SLAH EL. SEE PLAN ~ Cy~~ - EQ. SPACE e ~ EQ. SPACE ~ ~J~u / d. ~ ~
EZLI. VITH EPO)P! GRDUT BEF~E C ~ . ALERTING HANDRAIL TYPO i• ~ ~ 8pp
- , 0 10 ' ~ • t•a~ ~ y. i' 5. 5• °
- t - SPOT ELEVATION 0
10~ I= SEE PLAN I ~-o°~
$ CONC RAMP SLAB FLOOR MOUNTED ~ 6 '
{4,500P~), WITH w2.OXw2.0 ~fS~?fB9I~98 0409 PAVEMENT MOUNTED INTERIOR/EXISTING PAVEMENT C9'9
CONCRETE STAIRS ~ WWf ABOVE 4" OF COMPACTED " GROUND 4 COMPACTED ABC ABC STONE, SEE SITE PLAN 2
C9.9
C9.9 GENERATOR PAD DETAIL TYPICAL PIPE BOLLARD DETAIL L ED FOR
CO TRUCTION
NCDOT S9.5A 1.5A
SECOND LIFT _IFT
NCDOT 119.06 ~.OB NCDOT S9.5A CONCRETE 4000PSI 28DAYS PER ASTM C-31
t. a~ RACKS sNAU. NMI A doss BLACK POLYEStER FIRST LIFT POWDER COAT FINISH. FT SECOND LIFT
ANCFKNiS SHh~.l BE FlTI® Wmi VANpAI RES~TANT °5 NCDOT S9.5A 6x6 W1.4 x W1.4 •5 TACK COAT FIRST LIFT 1/8" X 3/4" SAW CUT W.W.F. (STOP e~ JOINT)
3. ALL STEEL. CONNECTKMrS SNAIL ~ d;ONDN000S WELDED.
e' .5 .5 PRIME COAT FILL W/ JOINT SEALER 2D' ON CENTER
~SCHEIXJLE ~o 2" PREFORMED. KEYWAY
,ti ..'v..°, • ~ . STEEL. PIPE EXIST, PRECAST "f ' • t a ~ a Y•, ' .
WALL PANEL ~ .a ~ • „ . " I" NCDOT BC 6" NCDOT BC 3
d • _ _ _ _ 6 W
I ( ~ I-III-I(- - - 4'NCDO ABC
i4 B k'" i4 ! ~ 'a ~ : ~ ~ 8 ~{'X 2~'x~~TFIK STEEL ~ ' , 3' BASE PLATE 8 100 ASTM 698 - - Z
s r • ~ W/2-T/2 WEDOE ANCHORS III-1 I I I I Ipl I I-1 I I-1 I I III-=-I 11_I I I-1 I I_I I I
. ~ ' ' ~ ~ ti • . 4 • . . e r : PER PLATE E1QST, PRECAST 4 a •~o. ''a • ~ . •i~. ? WALL PANEL a • - ;III _ _ _ _ _ _ _ _ _ _ I-._..I I I_I I I-I I I_ I I-1 I L..__I I I-I I I'I I hI I Z
. e
T~ • 18
• \\\~~A ALL LL 95~ ASTM 698 ~/~~~j~//~/~~/ /j~/~~/~~/~ ~ ~ ..1 m
~ isri P,
t ' COMPACTED
BIKE RACK DETAIL HEAVY DUTY PAVEMENT 'AVEMENT LIGHT DUTY PAVEMENT o ® Z ~ ~ ~ z (PARKING sTALLS ONLY} CONSTRUCTION JOINT a r... Z ~ ~ ~
6'
ASPHALT PAVE iPHALT PAVEMENT SECTION/THICKNESS DETAIL ~ ~ ~ ~
TRUCK LOADING CONCRETE DECK DETAIL a U m Q
NOTES: ~ y / W a, _ ~ v
-SAW CUT JOINT5 WITHIN 24 HOURS. CLEAN AND ~ ® "
CONCRETE STAIRS LANDING SEAL FULL DEPTH AFTER SEVEN DAYS. ~ W ~ _ ~
N -PAVEMENT SECTION SHOULD MATCH THE GREATER
4 0 4 5 OF THE CURRENT GEOTECHNICAL MINIMUM
N RECOMMENDATIONS OR TENANT MINIMUM THICKNESS g ~ ~
c9.9 9.9 SPECIFICATIONS o
a r C9.9 N
W 0
w a
24'-a• SEE SITE PLAN FOR o ~..1 FOR o
WALL LOCATIONS ~S a
r • • IF REQUIRED BOLLARDS 0 z
-J ...P..., . a TW PER PLANS 4 ~ ' 3
W o ® v , w
_ 8'-0" I' v '
M ' Q . ' . m d U 0
_ _ AME REBAR AND GROUT ~ . 4 , ~ ~ ~ ~ AS SEC110N B G v W 2
NE WALL BELOW (MADE . H LL
~ v WITH A BUTYL. MEMBRANE ~ . : a , CONCRET I WATERPROOFlNG SYSTEM ,a • a' 0 w
o II 4 ~ REVISIONS
~ DIFFERENCE PER . , o ' ~ .........1........., p~ v v • . x
° ,v N , d . DUMPSTER WALL SECTION NTS 1.... BETE S~EWALK ~ ' • ° ' • ' m 0 911109 1ST REV COMMENTS x
USED AS A RETAINING WALL o z 9115109SECOND CD SUBMITTAL
:T ":l SECTION A • • MEUI cA e v 0
a a. ~ 10126109MYLAR CD SUBMITTAL 0
M $ -0 TO TOP OF WALL FROM PAVEMENT 'Q 0 z
BRICK SOLDIER COURSE e • e d . • a • ' ~ a w
i 2 BRICK AND ~ z 0
DUMPSTER WALL SECTION NTS cr~rcRETE Bloac WALL 4, N
o BRICK TO MATCH ' t v PER 1RilCK PAD v. ~ a WITH EXTENDED WALL uILDINGS) ..NAIL,, ~ W to W
TO A C v N SECTION C BRICK M T H ADJACENT BUILDING OR HORRIZONTAL REINFORgNG m PAINTED BRICK WALL TO MATCH ° 0 a
®16"OC a . ADJACENT BUILDING ~ ~ q ~ PROJECT#:0&4083 DATE:9NI09
• ® d N ,Q• ~ 4 °w DRAWN BY: JWE CHECKED BY. ET
a GROUT FlLL CMU CELLS ° , , tl v C~+ICRETE PAVEMENT fD BAR LOCATIONS a d
DUMPSTER WALL SECTION (N.T.S,) PER DETAIL INBEND REBAR ~ ~ • , N TITLE w
NOTES: , O" 'v ; w
1. BRICK TO MATCH THE EXTERIOR OF BUILDING. 1/2" EXP. JOINTS a 4 • ° a
2. METAL GATES TO BE PAINTED A COLOR THAT . 1-0 BLENDS WITH THE EXTERIOR BUILDING WALL COLOR. A 4 SITE DETAILS
o s" o/c DUMPSTER PLAN (I 3. SEE PLAN FOR WALL LOCATIONS. ;TER PLAN (N.T.S.) C9.9
7-6 r CHAMFER a SHEET ~ q
o SECTION B O
M N C909
O

~ M i O
(2) • 4" Cap Units or 4"Cap Unit O
Place Additional Pieces of Geogrid (1)•8"captmd a"Keystone le € #x ~
When Angle Exceeds 20° unit Comoac Elevation ~
3" of Soil Fill is Re aired Between
q Overlapping Geogrid for Proper p a"Min. Low Permeable Sal Keystone Cap Unit ~ ~ ~ ~ ~
Anchors e T „ ~ M
9 p°) tY / / T.W. Per Gradln Plan N ~
~~:.;:::^r ; ~ . Note: 1. Secure all ca units with Ke ston Additional Drainage Fill ~.,..:•:~.y,,;,;~;~,:~.:r•,rt~; p y e A GeogrldletohePla~tlonfsvel ix" ~ ~ N
• . , ;„t Keystone Compac Kapseal or equal, Extend Wali He' ht l 2 '~t.w',~ (g • i + ' ~.+.t.: t ' ry. Unit 9ehkfillandlx~nGetlDrerfhe ~ ~ U flhergle~Pl~. Place Next Wk
- .w°•r R."• ~h~•s~,~ ; To of Wall Ste s roll taw TauemaM IyadcAll. Comnac Plan _ Sake ea requked, Z C
Drains a Fill :,;;,~w°r ^;°.;.;~:,,.;~4;••taa Unit DrainageFll p p g w~~4r~i'••tr v ;,t«,r:°~ (314"Crushed r Grid & Pin Connection Com ac Unit ~ ~ U
` ' ~ l • ~ • Rack or Stone) aamhnhbnh May Vary by Regbn C N
Reinforced Sod E; ~:'4 c Approximate ,.c X rn
Limits of 1••~A••.4~.•4•. ..V:•~,. ~ Excava5on "':~"C+•X~,,.:•;• r•9" +oi~;; 8" ~ ~ ~ ~ Unit Elevation ~C Unit Elevation ~ ~ Qe . C~ ~
'~`1tid.. ;grid Depth X:++s'
Retained Soil Finished Grade
" ^ • ; .W. Per Grading Plan 6"Crushed R 4" Perforated PVC odc or 8" or 16" Unreinforced Concrete ~ ~ ~
H / 2 Drainage Tile p Leveling Pad NOte: Elevation 0
1 ° Check with manufacturers ecifications Note: unreinforced Concrete Nom; CagUntt Plan Cao Unit Plan ~ a ~
p When site conditions require, wrap drainage or Cn>,shed Stone 1. The levelin is to 6e construrRed of an correct direction of orientation for t9e in 314" to and fider fabric with Foundation Soil Leveling Pad g ~ Universal Straight Split
a99~ sashed stone or 2000 psi t unreinfarced geogrid to obtain proper strength. drainagecamposlteoraggregatebackdrain concrete. it Ootion Cao Unit Croticn = L- *DlmenelamixAvalwMlly ®nimenewnax Avel~l~ty
system, as directed by geotechntcal engineer. yy 1!2" x 5114" WIII Varyby Regwe WIII Very by Regim L
H 12 6" Fiberglass Pins 0
Front Face " 1 Typical Reinforced Wall Section 2 Deslgn is for (Merrtai stability d ine KEYSTONE wall shvdtae only. N
Compac Unit • Near Vertical Setback Geo rid Installation an Curves External staWlity, including but not limited to foundation and dope stdtility is fhe tasponsihiliry of ibe Owner. The design Is based . >
C9.1O C9r1O Copyright 2txA9 Keystone Re~I~ Wall Systems CopytlgM 2DS3 Keystone Retelnfng Well Systems on ~e aesumptlon that the materials witb(n the retdned mass, > mettlods of construcfton, and quality d materiels contmm to
w+ 12^ KEYSTONE'S ~eoificatian forihis prejed. This drewirg is being . ~ fisnished for this spedflc project Doty, Any perry acrapting ffiis O
• Section doasnent does so in confidertoa and agrees that H slrsll nd be ~ duplicated in wfrote or In pert, nordsdosed to others wiUrout the ~ ~
i 18' SAIlARE CONCREtE consent of Keystone R~rurg Wal! Sydems, Inc. 'f'~
EHCASEttIENT ooc ! 3 3 4
caccc ace ccc A ,
° Levelin Pad Detail c9.1o ac S coo g III C9.10 C9.10 _ rP7dB9ggr~Q
OQ 0t7 ccocco Y°~A ~ u
acc ~~,heaa%b
° HANDRAIL SEE ;y~
. • • DETAIL ® ~
TW.
• SEE PLAN EXISTING PttOV~E tea OASKET BUILDING ;ISTING STANDARD ~~7~ ~~E` IILDING CROSS SECTION TYPICAL RAILING ELEVATION °~~~~ea ~!e'
. cAST ~oH/uucTrtE ptOH XPANSION MATERIAL !9
J000 P,9.L Ct~AEiE 10-3 4 CLEANOUT COVER Base Leveling Pad Notes: Compac unit Cap Unit A~HALT ~ ~ ~ 2~ SLOPE f ` r • , . STERLING FABRICATED SYSTEMS, INC. ,r,.. ~a~
1. The leveling pad is to be DEIERMNNED BY TRAFFIC SIXtFACE 2' width: 18" Width: 18" FNIISHm tetAOE :~t~••''E5' CONCRETE SIDEWALKe ~;,'~:i, r~~'•;• ,,1 1/w .f 't'~"°~ 1 1 2" SCH.¢0 ALUM. PIQE OR EQUNALENT ,~8. : ~ ( ) 5'-0 MAX. SPACING
COnStIUCtedOfCndShed3fOrle ~F ~ ~ • Ii~Z' N., .r.«•r. t:•=,. :t 0: r :~;,•~:.~;~,C.`,t,.•~1< _ Depth: 12" Depth: 10112" ~4 CONT EA FACE ?4°,.~.,>.;;s:~• or2,000psitunreinforcx;d Heigh: 8" Height: 4" '.•a r~;~:,~, 1.900" O.D.
concrete 'RWei ht: 90 tbs °eWei ht: 501bs ~ ~ 4' YF~Uq E• 9 9 a 9-1/ • ~tii _ WELD ALL AROUND SED FOR
° ° 2.The base faunc~tian is fo be ° ° e' PROVIDE VERTICAL WALL y ..h:'G` 01 STRUCTION
approved by the sitegeotechnical SANDt~ION 'r CONTROL JOINTS ~ 12'-D" r••. engineer prior topla~mentofthe „ 3 ~ r BIACK PAINT
4 PANEUJt TmE CtEANDOT • ~ 4 • • ' ~ O.C. MAX leveling pad. wI'Rt t:OUHTERStIHK HEAP . 2~ SLOPE „ f unit Face _ ~5 ~ 12 VERT 30 MIL THICKNESS I
• r.'5 CONCRETE SIDEWALK ry ~t;; WELD ALL AROUND
3000 P.S:t. t~NCRETE r•: • • 8 ' „ ®16" H IZ h• 2-6 8 05 16" WEEP HOLE TYPICAL END POST
C9,1O v 8' PVC ENCASr7~IT PIPE a ~ IOR ONLY} FlNISHED GROUND
A° PYC PIPE M I 8 .rt ~ ~ , ~ 6"X6"X~" BASE PLATE
• 'c' BW OT ELEVATION ~ 8" CONCRETE BASE CONTINUOS WELD WITH '
CLEANOUT COVER ASSEMBLY TRAFFIC AREA • 4: o .~:':t"''"'~°:N; ' E PLAN o r WHEN LOCATED OFF 4-X~"X7" GAI.VANiZED r' TTOM OPEN TO i TOP OF WALL OR WEDGE ANCHORS OR
DRAIN TO GROUND " ~ ~ IN SOIL CAST IN PLACE • AS AVAILABLE ANCHORS. WHEN LOCATED
Excavation r.c ~ =e•4; • z Limits Y..,,:;, •4"'
AT TOP OF WALL.
B" Crushed Rock or • a 3 CLR 4 TIES ®24 TOP
# Unreinforced Concrete U J „ ~ BOn Leveling Pad c 4 -0 PIPE SYSTEM HANDRAIL DETAIL W
(2'-0" IF TW-BW IS 1' LESS NOTES:
EXISTING BLDG LOAD PATH 1) FOLLOW GEOTEGHNICAL REPORT FOR RECOMMENDED PAVEMENT THICKNESS AND
Compac UnitlBase Pad Isometric Section View 6 STRENGTH SPECIFICATIONS. ~ ~
~ Dimensions & Weigh May Vary by Region , C9.1O 2} SO{L COMP ACTION PER RECOMMEND PERIMETERS OF GEOTECHNICAL REPORT. U
txpy~ht~a+KeysronaRat~answauays~a OTHER WALLS CAN BE 3) CONCRETE TO BE 4000PSI UNLESS OTHERSWISE SPECIF{ED AIR-ENTRAINED, WITH a.. Z A MAX SLUMP OF 4".
USED IF APPROVED BY 4}SLAB CONCTROL JO{NTS SPACED NO CREATED THAN 24'-0" ON CENTER. 9 ~ J m
ENGINEER C9.1 D (,I,I J w ti
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RETAINING WALL DETAI JG WALL DETAIL AT EXISTING 8U{LDING o ~ ~
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N ° 0 911109 1ST REV COMMENTS
G Q. 0
C N 0 9/15/09 SECOND CD SUBMITTAL
a y t 10126109 MYLAR CD SUBMITTAL 0
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V N 0 w DRAWN BY: JWE CHECKED BY: ET
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SITE DETAILS
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of SHEET
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N 3 V) C901
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M. ~ O ~ ~
TOP ~ GROUND LABELED MAPPROPRIAITIY ~ ~ (Q (SEE DETAIL O100D.03j ~
THRUST COLLAR 't p~ o . ,~2X2Xi2 THICK FINISHED tXtADE t~.'aRA~N~A~IbN ~ ~
SEE 0600013 AND 0600044. SPREAD FOOTER ¦
THEN ADD BACKFILL J ~ ~ ~ M
TYP. /4' THREADED ~ ~
TEEL Rons MEGA-LUGS STRAP STRAP tX>i~ ' COMBINATION AIR VALVE SIZED C0~ BRASS PIPE W ~ h
DOwN DnwN FOR THE PROPOSED USE N BRASS VALVE C
d r;# CONCRETE THRUST BLOCK ~ BRASS PE'E ~ ~ Z
AT ALL 45° RENDS :,b ~ 5TA110N z : Q
• 's a.: • ! SEE 06000,13 AND 060,14, • : t'r ; • • v c~ ~ C U ui
ADD NEGA-LUG RETADO:R GLANDS 5 MIN. < 4 - ~ ~ D.I.P. . 0 ~
THROUGHOUT ASSEMBLY. • N -COILAN t ® N
ROD REQUIREMENTS n~wEAOm ~ tE Dd.P. MADi ~ ~ ~ ~
SIZE ~ 45 REND STATIC THRUST IN i~iDS NO. OF RODS REQUIRED .PIPING DETAIL ~ ® ~
~ ~
6' 4,328 4 B' , 4 1. TAP SIZE AND ISOURat YALVE to ~ SAME STZE AS ® (J1
17,312 4 34.779 Ef 8~_ , ~ + ° ~ • ~ eT " • ~ 4' MINIMUM AIR YALVE. t.
T2" '°4 ~ ; ~ : ~ ~ 2. ALL PIPING ANO FITRNGS, IN THE MANHOLE, SHAH 8E rw MIN~IUM ww ,0.•K;•~'1,y;,>ry~:..a;•,'.~t i BRASS OR BRONZE UNLESS NOTED.
GENERAL NOTES, SEE PIPING DETAIL FOR 3. MANHOLE STEPS SHALL Bf PLACED 18" O.C. AS SHOWN ~ ~
1. STEEL RODS AND BOLTS 1YiAl.L Hf 3/4' HOT DIPPED GALVANIZED. 1 PIPING IN 1HIS AREA. BY DETAIL 07000.02 ~ ~
2. CONCRETE SHALL t~T C~ITACT WILTS OR ENDS OF C9.11 3 T2-Na-Na 57 4. CONCENTRIC CONES MAY ~ USED Fat AIR VALVE ~ MANHOLES LESS THAN 5°IN DEPTH. ~
MECHANICAL ,SIT RENDS, C9.11 5. MANHOLE INTERIOR SHALL BE EPOXY COATED Fat N
3, MEGA-LUGS TO HE USED AT ALL FITTINGS, SEWER MANHOLES.
4. MUST USE DUCTILE ]RON EYE BOLTS VHERE NECESSARY. WATERLINE CR~SSiNG CONFLICT 5. MD~118! COVER ~ 4' TO TOP OF PD''E AND 1' VERT, SEPARATION STANDARD VERTICAL ]i N STANDARD COMBINATION AIR VALVE MANHOLE
ED (FOR .WATER, RECLAIMED WATER, OR SEWER MAINS) ~ o
Frame Frame And Cover DETAIL SHO UM ~ ~
8' A='c'-$~ MpT, .DIMENSIONS SEE
~ #3 Ba #3 Bars Atl Around en pe STRUCTURE TABLE
ys~ 2~_g* FOR. DESIGN DIMENSIONS N ' A=Pipe O.D.
A rolnus 2' ~xaoR~s~~$,R..,
a~ .
1E° 12" t1,"
CIEAR CIEAR PEAR ExcESS RELEF (oR Ar RLSf: TEST) / \
' ~ 000 ' TO SPAAAOFJt SYSTEM naooa
. ' WATER MOTOR CONE STORM REAUEtED) aooaoaaca
~ • y~~ ~qy ~Tq{ aaaaoaa 18' RL4ER ~ (CREST TE NiIO A A a~lnus 4 ~
OIFAR i' ALARM VALVE 1Mlli CENiRAI STAi~ GAUGES AND RETARD s ~p ~
se ' B'• • < is • 7 FDC CIIEOK VALVE d da°°• Brick >
APPROVED eeaeLOW / PAEVENTER ASSEA~LY SPRRNOER VALVE 1RM AREA ~ (i6" CI,EARiWOE ON SIDE4) (Typ,3 I /f
• (MOUNT HORIZONTAL q0.'D
APPROACH afaRANCE Q TAMPER SWRgi W 4' 4' w D FOR I-- RUCTION
P °W CUSS aeo FLANGED •a ~ ~
D~ FftiREG ° ASE PLAN VIEW FMpSHFA giAQE}
REDUCER aR
REDUCER BALL DRE+ VALVE ~ ~ s ~ 8 ' 8 Min. 8 1Y MEL
MARI DRIWI To ouTSI~DE n' g' SECTIEN B-B
" 0 en Throat c MNiNAN~I (2) 3/4 ROD P s• Varies
was coAnNG All Sldes • ~ ~D s° Bottor~ Of Swale `a To er Structure Depth E F NDTESs P P 1. Non trnfflc bearing.
D.L PR+E ' ~..•t Table Shallow 0'-4' CharTfer all exposed edges
MRIN>AIM 3 4' d ODNCREIE 1HRUST BLOCK i„ y •f ° m / ROD ° ~e i t0 .f~,,. ~ c Standard 4.1°-6 8' 3/4',
r/811UTAIiOUS COAIRVG 10 Q.C. Dee 6.1°-14° 12' 3, Att concrete 3,000 psi, with P fiber Mesh relnforcir~.
" C9.11
Grout Flow 5
Line (T STANDARD SPRINKLER RISER i C9.1 i
• : REORAMN 8Y OA1E ~ Z
#5 Bars 10' O,Ca a ~ OPEN THROAT
SECTIQN A-A s snxe ~INECNaN MXIEfP Na v~ ~ m A'A o~ INLET
TYPICAL NOTESI ~ ~ 0~+-~l ~ ~ W J ~
THIFAOED NN'PIE w/ CAP SEOURED H/ dMN al,~ull aoNB. ~ RK. ..N000r stANDARD 2'x2' GRATE N ~ t (SEE NOTE 5 FOR ORIFJtTATXMi OF GRAIEj 4' 8° 35° HIWMIAI B' 4' H ~ N N
1)-ALL EXPOSED PIPING AND FITTINGS TD BE GALVANIZED aR woolL eN~ RAL (e~ aN Iauu. T. EITHER SOLO BRXEf, SOLO Bt.OLX, OR PRECAST _ ~ LJ. Q ® ~
WITH EXCEPTION DF ST~tt CONNECTION : • • CONCAEIE MAY ~ USED. MORTAR BED- 0 r n ~ Q
E) 40 MRX~ FROM FDC TO FIRE APPARATUS ACI~SS (DRIVEWAY) ~,+~;.a• • •..j r. 2 STANDARD S1EAS REQUIRED 018 RICHES 0.C. WHE1tE "t ;c• ` . t • ~ V IANNOIE RMiG AND COVER DEPTH EXCEEi}S 3 FEET. } ~ ~ ~ r t--
3)-F~ NFPA 13R SYSTEMS (21/P' RISER AND SMALLER) SINGLE ; ~ ''4:'"'•'' (~~D' ~,"~01~))°,,,~' A3' MIN. s• OAST IN SLAB OR SECURED N ~O700Q08 HAYS 3. USE MINIMUM 5000 P.SI. CONCRETE HIX. ~ ~ Tp ~ N = ~ Q Q
FDC W/ RALEI~I THREADS (3.340 X 6 SHARPE V FORM} TDP ovER sTEPs 4rWNEN BUDDING HT. IS GREATER THAN 200' USE RAC, SIAMESE • VER STEPS 4. {NSOE DRB]tSION FOR 24 RICH PB~E AND GAEAIER ~ w ~ LL ~ ~
aUARtER TNRN ~ 5}-AN APPROVED CONNECTION (TAPPING ITT APPROVED) eMLYALrE `~•,~1:=;~.''K:~L USE PIPE QUlME1ER PLUS 12 RICHES, ~ ~ W m Q
~ ; a wHEr~ oEPTM EXCEEDS 3 FEET, MANHOLE 18PIG APO 1 S ~ ~ ~ ~ h U COVER To ~ LOCATED ovER s,EPS. I ~ i vi (f) ® ~
STAeuI£ ppI ~ CONCRETE SLAB W
~NW~= CONatETE SLAB DESIGNED n.
NflNMIgL4 COAIUG FOR EXPECTED LOADING xi MAX---i ~ I ~ ~
N Q , ~ ~ i l 1 ~
0 ~ " b ~ MNfNl181 (MOT pP} GALY. a ~ °`~k,,,- N i g RODS NI1N S H11lIMINOU CDATBIG ~
~ C5 ON BOLTS AND tNlTS :~:+~t~ : ;.,..;r,.•;., STANDARD STEPS :p••'~ .t ~ r, to
ryy'•, ' STANI 1 COURSE k ~i;~i~'" :.w., , f STANEIAAD STEPS r. "a • . :i.s.::.:: P • M. y. ~ t . •...~.r: ' 'f or
° + .+~.t~~L~Aw".r; TRM GRAVEL Ni FL1Dt f8' 0.0. MAX.^~ ' •.{P,•' •~,,:;•ds',~^'•»l'j : ~ ` " 2 a VARIAEEEi .k:V»,.:,r• ~o•,~, sa', '.~°~'{to~r~'1o•d: m~ ~
m stsTOl FARiIC (Fxe, oA BrIML) w . tw•r', PM°E .e ooHCaETE v p~AN wEw ~
~ DEADMAN RESTRAINT ' •,r wcti+• PER PUBLIC utLrtlES {r4•,~ 6 4* to ~ ~s`.: 3000 P.SI. SECTION la-
3 ~ DETAD. BW-7 PU~k tl1GU~HE M~-9 :i•' 09.11 B• .ail mow' d:\: w•r.' t~ ~ _ ys{•,~ti e..**~~~~,,Y,~ ~'0~."`1:!.~~:vi!i 8' MNrD~IRd ~
J 4 F i.~ . •};'~"u~r-.,F_y~;,~a',;L's;.,,; .;y,, y~:r'~;~ -..4 1. EITHER SOLO SRlCK° SOLID ERAf7f, OR PRECAST CONfXiEIE MAY 8E USED. ~ • 2 fOR 24 MiCH R.0.P. AND IARGER U5E PIPE DIAMETER PLUS T2 DICFIES FOR MINMiUM NISMTE DM,tENSIOPL
W 3000 P.S.I. 3000 P.S.I. CatIMiE1E T 3. GRATED MOETS slut NOT aE USED NPTPON TRAVEL ALAS. 8 z 4. STANDARD SOPS REQUDiEA 018 MtatES O.C. WHERE DEPiN EXCEEDS 3 FEET, w
CURB SIDE FIRE DEPARTMENT CONNECTION U SEC110N C9,11 b. oP~ ovE~R ' usE DF PRECAST coNatE1E ~..AB sHAll ~ ICED AS TOP AID CRATE C9.11 j
N 8. YARD BDETS DEEPER THAN TO FEET SHALL. REQUMtE DCUBLE WADS. p
L ' tlf" sC. STANDARD YARD IN 4 N
0 BARD YARD INLET WITH CONCRETE. SLAB STANDARD YARD INLET WITH GRATE AND FRAME LL
rn t. REMOVE THE BODY FROM THE TOP OF THE SHALLOW TYPE INTERMEDIATE T 0
~ {N~CATOR POST ASSEMBLY. dsEft6d~21AIE DEEP TYPE (5'X5') (5 FEET TG 20 FEET IN DEPTH) (OVER ~ FEET ~ DEPTH) w
0 2. CUT THE REQi1NEED LENGTH OFF THE BOTTOM 6" DIA. t' SQUARE MAX,'10" (6 FEET OR LESS DI DEPTH} (5 FEET TD 20 FEE o OF THE 5TANDPIPE FOR THE GROUND UNE TO EXTENSION R MIN.•7" STANDARD TYPE ,Qj,~P TYPE w REVISIONS ~ ~ _`y `1... (UP TO 20 FEET IN DEPTH) tOVl7i 20 FEET BV DEPTH) ~ u~
i MATCH UP YA1H STANDPIPE GROUND UNE MARK. SHUT ~ 0 911109 1ST REV COMMENTS
: 3. CUT THE i" EXTENSION AT A DISTANCE `F BODY OF B" ABO~ E TOP OF THE STANDPIPE. M ® v . . . • ' ~ SUB ` • ~ r STANDARD MANHOLE RING 0
m I M c " " • t0 •-STANDARD SEEPS ~ r I~-~ MANHOLE fBNG i AND C01#R Q 9115109SECOND CD SUBMITTAL
~ 4. SET THE OPEN AND SHUT" TARGETS FOR THE M m STANDPIPE ' 1{' ~ CSN~R STEPS a N APPROPRIATE VALVE SIZE Cj M (PAINTED RED) ib' 0.a....... a...... 0 ~ D ~ GFOR
~S n 5. RE-ATTACH TEN: BODY TO THE TOP OF THE . ~ ~ ~ STANDARD •~u • tTX' DESOPIED ~ SitP~S 18~' . ~ 0 10126/09 MYLAR CD SUBMITTAL • HS-201.OADING MAY SE FLA7 OR ° STEPS 18' MAY ~ h1.AT OR ON ECCENTRIC CONE C O: . • w
o .INDICATOR POST ASS~AIBLY. °-yNO, g• wASNED • • •.e sTaR: emoN¢ . •.e ON CENTER MIN. ECCENTRIC CONE OVER 20'-0' ~ ~ o.
~ 6. ALL PI1Ke) SHAU. ~ INSTAU,ED WITH AN .GROUND UNE tai. e" wASNED f' ~ T1EC1R ICALLY CONTROLLED TAMPER SWITCH. GROUND UNE ~ HODO PER 0.0.T. 510. 810,0'JC M...~ wA9,ED fr MAT. 8` MMSHED UP 70 20'-0" r ~ E00810. , FRAME, ORATE 8 IN7~ STONE BEDDMAC , &T MAX-: PLASTIC CEMENT ~ ` 0 . ® _
W STANDPIPE Rk7i0RCED ~ p 4~10R~ PER D.0.T. SiD. 810:030 5 ° ~ ~-PLASRC CEMENT n :e PU1TY OR BUTYL N r
o (PAINTED BUCK} zs' CCNCREIE a SAB-~, u ` PUTTY OR EMITYL 4J RUBBER JOIN15 w NBMiEIE CONfAE1E sue., tr 28' d ® ,RUBBER JOMtTS w/ N
~ NOT TO
O+AR ~ > PROJECT#:0&4083 DATE:9f1f09 `FROM b'-0' . 16° c 10 20'-0 » eC ~,"O, BRICK AND !j \ EMUCK AND ~ ` _ MINIMUM 8' 1HICK Z
~ ~ ~ m U MN. .o Z ~ ~ N e` MORTAR 0114RT-.. d Mt. a MORTAR INYERT.J MONIMUM B 1HICK WASHED STCNE BEDDING ~ o i ~ r WASHED STONE BEODINO > DRAWN BY: JWE CHECKED BY: ET
i HQ]E,. W ~ ea• IrASfED
POST INDICATOR VALVE SHAD. BE ~ 0 12 DIA. sroNE BEiXlINO =..r • . • LOCATED AT A MINIMUM 5-ft FROM BUILDING t~ . To , ~ ,.:.'r Y - TITLE ~ FLAT TOP DETAIL ELP~.T TOP DETAIL w
° t. PRECAST r1~E CA~1tE1PB~ASEi.S FOR ALL •-MM. e° WASHED :..HMI, 6' WA9M:D ~ STgE BEDORIC w
~ 2 PRECAST CONCRETE STRUCIlIRES MAY ONLY BE ~ ~ ~ DLT+TIIS AS AC~PTAAIE sJ"ois.r3.lau. SLAB DETAIL ETAiL ~ AIO BARD N
TO RISER ROOM S. "NAFfLE" BWtES ARE ACCEPT~I.E FOR SNAUAW T~1 ,z" ~ ~ ~ ~ SITE DETAILS
_ ` / \ TYPE CATCH BA9NS. TI 1
a y. EU
L AEI C9.11 UN L FOWONXXW FOR L 10 C9.11 co SHEET
Du o I---eo--~ alown -1
0 N W N
M STANDARD TAPPING SLEEVE & POST INDICATOR VALVE STANDARD PRECAS' CL C91 1 3ARD PRECAST CONCRETE CATCH BASIN STANDARD PRECAST CONCRETE MANHOLE JUNCTION BOX ,
0 4

°m STRAIGHT ARROW RIGHT OR LEFT TURN COMBINATION STRAIGHT COMBINATION LEFT & ARROW AND LEFT OR RIGHT TURN ARROW RIGHT TURN ARROW Z O ~
o A ti' Z 20" S, a„ 2O"
. - ~ ~ r~TixlA Z RI ~ m0 °I,i 38" 3s SFUR: OIMENSTONS APPLY AS FOR H as ~ L ~ .Y AS FOR I-I ~ C7 V
N ON O,OSO' ALUMINUM Nz-ixD B° THE LEFTlRIGHT TURN ARROW ARROW o~Z=z S' SIDEWALK ~
_ 20Dn~ ~ a Gr, x SIGN BLANK> ~ mzA a ~xa - - tW-c4i tw-c4D~o~ HANDICAP PARKING 6' SIDEWALK If v
w ni ~M N ~ ~F ~ x ~ z W SIGNea ADJACENT TO CURB ~ ~
~ nx~z a, ~ N m COMBINATION LEFT & STRAIGHT ~ STANDARD ¢ ~ A~A m ~ a ~ m ~ 1a" - & RIGHT TURN ARROW z RIGHT Na°N~ 6' ~ i ~ z . M ltd -MAX 211 MAX H ¦
n n GALV. STEEL SI Z ta" m ` Q V10 ~ v a A=40" y. .
STOP SIGN M ~ _ m ~ , „ ~ PAST 3#/FT W/ ~ a„ ~ ~ R_~„~ - v ° 6' 6' ~
WITHOUT CURB 3 1/"c WIDE FLANGE y 32" ti a„ oiIETHEN~9NAT~NLY As OR GUTTER w -.I-I~- G STRAIGHT AND LEFT/RIGHT TURN AARGW r As ~ Lf) w~GNT N
ow. PEDESTRIAN 2 92" x 2' CURB C U
aREA a & GUTTER ~ ~ Z
( RAMP ARROW t` m MERGE ARROW - ~I ~URBOLLED ~ V
Z o m FOA WA~IG~WAY NOVENENT3 10',0„ tr ~ (OPTIONAL) a~ ~ aN FREEWAY AND E%PAESSWAY RANDS OLL o N ~ _ Urn
~ c _ry~ CRYSTAL/RED 5'-0" O v
2'-6' MIN, C g PAVEMENT MARKER S„ rMP NZ z ~ 2'1. MAX 18 . C . N I-I Z ` o a
' fl~Z m B„~..._. pa ~ J ~ ~ N
~ ~ C7 a N ~ ~ - - OF RAMP d 1F HANP ° ~ ~ ~
~ D z'•s" a ~ t! p ~ OTHER REGULATORY o - J a a 5PEED 3: ~ 0 3„ 4 p F D°c ~ 4' WHITE s.
UM1T m o ~ 5.,0„ °z z ~ STRIPE 0 ~
SIGNS R2-I aN o,osD' n ~ ~ ti TYP. 2'.G" a ~ ALUM, BLANK ~ N ~ 9s'-e° ai g WITH TYPICAL 1 o u rFng~ g ~
VALLEY GUTTER ~ Z ~ ~
4' MIN. TO 12' MAX, W ® NOTES: N ~ GENERAL NOTES ~ a d a ~5'~8' 9'~ _ ~ ~8' IF SINGLE HANDICAP SPACE IS PROVIDED !0 ~
~ ~ RAMP ARROW Z Q U7 O 1- USE THE COLOR WHITE FOA ALL PAVENENr NARKING SriBOLS. AT EXIT RAJIP ~ 1, STREET NAME SIGNS SHALL BE A MINIMUM ~ W w PLACED BEHIND SIDEWALK IF 6' SIDEWALK IS USED
a ¢ DF EXTRUDED ALUMINUM BLADES 2• rnraNOi'NTeas~cTiaiEM~E~NAAKING sY(noLS As To ENCnoacH GALV. STEEL SI ~ ~ USING A MINIMUM OF 4' G SERIES H ~ O
3- DO NOT PLACE PAVEMENT NAAKINO SriBDL3 ACROSS TRANSVERSE ~ PAST 3#/FT W/ t•- EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEA~NTS, yr
3 1/2' WIDE FLANGE y y .LETTERING IN REFLECTIVE SILVER & UNLESS APPROVED SY THE ENGINEER. ~ ~ w REFLECTIVE GREEN BACKGROUND a. coNFaRN ALL sYNROLS TD THE FNWA "STANDARD ALPHABETS FOR
w J 2, ALL REFLEGTIVE SIGNS SHALL BE MADE OF HIGHWAY SIGN AND PAVEMENT MARKINGS", (REFER TO SHEETS 4 2
~ Z HEFT 1 OF 7 THEREFORE SLIGHT VAAINANCESSAAEACCEPTABL~ NANUFACTURERSL AAUP ARROW C9.1 Z o ENGINEERING GRADE OR HIGH INTENSITY SYMlK1LS ARE AEOUII~D TO BE APPROVED BY THE ~PAAIAWNT. AT EXIT RAMP 1 , MEET C9.12 MEET 1 OF 7 .
TYPICAL VALLEY t PEDESTRIAN GRADE REFLECTIVE SHEETING OR APPROVED 205.05 °p* 120 GUTTER n .AREA EQUIVALENT, o 1205.0 ~
3, ALL SIGNS PLACED IN RIGHT°OF°WAY WILL ob CONTTNUOUS LINES SKIP LTNES MINI-SKIP LINES E~ oN ~ r
BE APPROVED BY TOWN'S ENGINEER, z ~Q
a 0 4. ERECT STREET SIGNS PLUMB> rH'n~~ EDGE LINE N 2 6 MINA mo a^is„~ LL N~~~
5. DEVELOPER SHALL BE RESPONSIBLE FOR HZ-HxA YEUOw oR wHIrE ~ 00 0 0 ~ x z ~Z
FURNISHING & ERECTING ALL STREET i~Dym f0' SKIP LINES ' wQ 2 MINI-SKIP LINES NAME- & REGULATORY SIGNS, ~ xyoo TURN LANE LINE YELLOW DR WHITE YELLOW OA WHITE s ~=~zH TYPICAL HANDICAP. PARKING SPACES 4 cabs ~5
0 Lli
` AAA WHITE ~ f~--~1 1 1 z ~z o N ~ C9.12 ~~~~~Iq
~ CENTER L N -~alsx~ ezw ~ a^!s"~ z IE ~ ,
EASY STREET ° ~ a"IS"~ 93' 6.75 o ~ .~la ~ U V
/ , YELLOW 2 MIN, TO 12 MAX ~ 4O~ 95'
STANDARD ALUMINUM SIG1~1 t~TFr s
GORE LINE STANDARD STREET MEETING I~QUIREI~NTS Of ~ ~ °t'~ ~l
.NAME SIGN STD. 2 ALUM. PIPE a /9z a A.A~A ANA/OR LOCAL THE DETAILS ~IIIWN BELOW !~E fit MDJIMUM SIGN ~ ONLY t;gORDINATE WIiH STATE ~ LOCAL CODE TIC L~ Hf~IDICAPPPED PARKAfG ~ awlmts STRICTEST SilAll GOVEI~{ CONSTRUCTION
' OR OTHER APP m ~WIITE z ~ ROVED ~ o CSEE NOTES) POST, .e r w 1' HIGH WHITE LETTERS 'CiN-IWAY D]E ~ ED FOR
WITH CONCRETE ro A co v
CURB & GUTTER < x DIAGONAL LINE N ~ m~, 3F z ~ DtTERNATI01+lAL HANDICAPPED ;P STRUCTION 3 ~ SYMBOI.
PEDESTRIAN r 3 i-_ ~ ~.~:7 s„ d y H m A YELLOW OR WRITE ~ o a ~ rnE
AREA z Z z d m~°D pg ° ~ a BLUE BACKGR~IND °
~ o CROSSWALK LINE a
2 m o - sF GENERAL NOTES z ~ vart-rtes
7L~°B' MIN, O ~ x ~ ~ WNI ~ S !24 ri ~ u ~ A TE ~ 9- WHERE TWO WIDTHS AAE YNDICATED THE (FAST WIDTH APPLIES TO A W ~ W ~ INSTALL ADDITIONAL SICdV SET f~ICt~i BOLTS fI~NISNED ---35'-0' STEEL POLE w W WiERE I~PLICABL, rr/ PIk.E USING TEMPLATE
1 z H "N~1NAL" WIDTH LINE, THE SEfANp WIDTH APPLIES TO A "WIDE" LINE. u ~ y SUPPLIED BY NAN<~'ACTIBt BIND TO POLE
~ RJR LINE 2• "WIOE^ LFNES ARE REQUIRED WHEN ~SIGNATED IN THE PLANS, OR wNEN H C w y ~ DIRECTED BY THE ENGINEER. AEfER TO PAVEMENT MAAKI1Ki tK1I0ELINES. d C9.12 - ~
p 9s° C7 'P z ~ 2'x2` STL. TUBE, EXTEND dNTO h,
~0 wNTTE ~ w ua CONC. FILLED PIPE S'
STOP OR TRANSVERSE BAR M FAJISHED t
STANDARD SiGN
- _ 3 INSTALLATION DETAIL : ~ 2a" 3 ;4
HEET 1 OF Z C9'12 SHEET CD.12 SHEET 1 OF 2 4 A.W~G W
1205.01 WHITE 12a 1205.01 6' DIA. STD. STL PIPE ' FD.LEA WITH CONCRE I I : ' z
- lti ~ f
~ I SCHED. 40 P,V,C ~ a~
PAVEMENT Li . ~ C,~
. e CONTINUOUS Z
REBf~ ~ ~ V a~ ~ Jm
~ ~ W J F N
'1 ~ ~ 3D` DIA, ~ Z ~ ~ N
D. ~ o ~
, ~ ~ NOTEI ALL CONCRETE WORK SHALL COI~'ORM ~ o ~ ~ Q #6 BARS EACH WAY THRU P ~ a, TO DIVISIDt 3 ~ SPECIFICATIONS, ~ r~ ~ ~ ~ ~
_ ~ 09.12 ~ _ Z Q a lo-
Table ti.f 0a Seedin mixture iI a ~ ~ w~
Temporary Seeding Species Rate (Iblacre] C ~ ~ W _m~
Recammenda#ions for Late R e rain a° + FOR REPAIR OF SILT Y (9 ) 120 TYP. HANDICAPPED SIGN POLE ~A.~E DETAIL N W
FENCE FAMES, USE Winter and Early Spring Annual lespedeza (Kobe in No. 87 WASHED STONE. Piedmont and Coastal Plain, 1 ' ~ SCALEr-N,T,S, ~ SCALE H.T.S. ~ ' t ~ _ "3
~ FOR ANCHOR WHEN SILT Korean in Mountains) 50 ~ PROTEC110N AREA FEN( IS PROTEC1tNG a W ~
N DO NOT ENTER CATCH BARN.
Omit annual lespedeza when duration of temporr~yr cover is not to o extend beyond June, ~ to ~ ~ ~
N WARNING SIGN DETAIL o
~ e' MA%. Seeding dates J YAttIABIE AS DIRECTED BY THE ENONJEER Mountains-Above 2500 feet: Fab. 15 -May 15 in
$elow 2500 feet: Feb.1-May 1 Table 6.10c Seeding mixture Table ti.11t Seeding mixture
W w~oud+ FAeec o wAlld sMla Piedmont-Jan.1-May 1 Recoml Temporary Seeding Species Rate (Iblacre} Seeding No. 5CP for: 5pacies~ Rate (Iblacre) Recommendations far FaH Rye (grain} 120 Well-Drained Sandy Loams Pensacola Bahiagrass 50 o
a SILT FENCE CEOTExTAE FAaRIC 'mom pRp~~pN AREA Coastal Plain-Dec.1-Apr, 15 m to Dry Sands; Low Sericea lespedeza 30 ~
€ MRi, to ~ NOT pV~ 12-t/2 ~ Soil amendments Seeding dates Maintenance Common Bermudagrass 10 a
3 ~ ~ ~ nu aLaPE ~ WtR~ ~EaATE Fallow recommendations of soil tests or apply 2,000 Iblacre ground J ~ wnES agdcuitural Hmestone and fi50 Iblacre 10.10-10 fertilizer. )d Moun#ains-~Aug,15 -Dec. 15 German mi0et 1p o Coastal Plain and Piedmont-Aug. 15 -Dec. 30 F
a s 91L7 FENCE FADR(C Seeding notes
W MVSTAUED T4 sECOrro Mulch a ~ GRADE MR(E FROM TOP Apply~,0001blacrestraw, Anchorstrawbytackingwithasphalt,netting, Soil amendments 1, Where a nea# appearance is desired, omit sericea. ~ g, Follow sail tests or apply 2;000 Ib/acre ground agricultural limestone 2. Use a common Bermudagrass only on isolated sites where it
of or a mulch anchoring tool. A disk with blades set nearly straight can be e" 1~1. COVER 1e and 1,000 Iblacre 10-10-10 fertilizer. cannot become a pest. 8ermudagrass may be replaced with 5 iblaare ~
OVER SKIRT , used as a mulch anchoring tool. centipedegrass. o Mulch
N Maintenance i EII19N! HIRE 6' ISM. aaTO TRElKpi , AID ANCHOR SKE2T AS ° Refertilize if growth is not fully adequate. Reseed, refertihze and mulch Apply 4,004Iblacre straw. Anchor straw by tacking with asphalt, netting, Seeding dates ~
i oaECTEO ~ immediate) followin erosion or oth ;h or a mulch anchoring took Adisk with blades set nearly straight can be Apc1-July 15 F used as a mulch anchoring too(.. o
N FRONT VIEW y s er damage. SiDE VIEW 3 Soli amendments Ta
° Maintenance Apply Ilme and fertilizer according to soil tests, or apply 3,000 Iblacre ~ Repairand refertilize damaged areas immediately. Topdress wfth 50 ground agricultural limestone arui 504 Iblacre 10-10.10 fertilizer, w REVISIONS
NoT~s: 0 Practice Standards and Spec~cadons 1. wARI~Kr SGrS TD 8E MADE of DURABLE, WEAOF MATERIAL, . 1xs ib/acre of nitrogen in March, If it is necessary to extent temporary x -
a 2 LETitR5 TO ~ 3' HI6'FI MlNMU~I, CLEARLY IEOEME AlEI SPACED AS OE'f/WED. cover beyond June 15, overseed with 50 Iblacre Kobe (Piedmont and Mulch o 911109 1ST REV COMMENTS
a 7s SHALL BE PLACED AT 60' MA>aLaW N~IERYALS. ~ 4.. PLACE A SKEi AT EACH END DF LB£AR TREE PROlEC1fON AND b0' ON CENTER Tf1ERE1FIER. Coastal Plain) or Korean (Moumains) lespedeza in late February or Apply 4,000 Iblacre grain sttaw or equiv~ent cover of another suitable o early March, mulch. Anchor by taaldng with asphalt, roving, netting, or by crimping z 9115109 ECOND CD SUBMITTAL
6. FOR 'TREE PROtECTKlN AREAS LESS THAlI 20D' q( PERBIEIER, PROVIDE NO LESS THAN ae Sipt PER PROTECTION AREA Table 6.10b Seedin mixture , with a mulch anchoring tod. A disk with Males set nearly straight can ~
m 8. ATTACH SKiI(S SECURELY 10 FENCE POSiS AND FABTSC. g Temporary Seeding Species Rate (Iblacre] be used as a mulch anchoring tool ~ 10!26!09 MYLAR CD SUBMITTAL
3 7. MAiNiAIN TREE PROTECTION FENCE THRdJdidllT DURATION CF PRaECT. M a ADOmoNU sta+s MAY eE teaARED BY aTY aF RAtEtQH DRIPEC110NS DEPARTMENT RASED ON ACTUAL FP1D coHDITtaNS. Recommendations for German millet 40 0 Maintenance ~
o ti. PLAr£ A Sldl AT EACIt END aF LHEAR TREE PR04EC1bli NiD sC oN CENiFR iHLTLEAFIER. $Ummer ~ 10> FOR COt~I110NS Wi~RE PRACiKE APPL~SI PLANNDK; CONSE7FRATWNS (HONEVER Flow SHALL NDT RUII PARALLEL in the Piedmont and Mountains, asmall-Stemmed Sudan rase ma be Refertilize the following Apr. with 501b/acre nitrogen. Repeat as growth W
g Y 9 wnir THE FENCE) AHD DESKtN CR11EtifA. substituted at a rate of 50 Iblacre, re wires, Ma be mowed onl once a ear. Where a neat a ~ je q y Y Y ppearance is desired, omit sericea and mow as often as needed, z
y 11. END DF SILT FENCE NFEDS 10 BE TURNED UPHRL. v - . 12 SEE N.G 5TATE DENR PRACIKE a SPECfffCA1N1N SEDNIENiS FEf~ SEC1KRi. Seeding dates 0
a FOR CONanoNS NHERE PRACIKE APPLlESC PLANi6NG COrISgERAtto?~, Mcuntains-Ma 15 -Au . 15 w 'Refer to Appendix 8.02 for botanical names. v,
1J. SEE N,C STATE OENR PRACTICE a SPEC~tCATION SEOMfEN15 FENCE SECTION. Y g N Piedmont--May 1-Aug, 15 N (HOMEVER FLOW SHALL NOT RUMI PARALLEL MATFI THE FENCE) 0 d
2 Coastal Plain-Apr, 15-Aug. 15 i y sEEDeEDPREPARAnoN z. PROJECT#:0&4093 DATE:911109
15,2 Soli amendments ..STANDARD TEMPORARY SILT TREE PROTECTION FENCE 9)CHISEL COMPACTED ARE0.6 ANDSPRF.AD TOPSOILSINCF~S DEEP 71 MULCN AROUNDSHRUBBERY AND TRESSWIiH SHTffDDEDNARDW00D Q OVERADVERSESOIL CONOn70N6, IF h1EY0CWR, AFTER ALLRWGN TOADEPTH OF3BJCHES. ~ DRAWN BY:"JWE ~ .CHECKED BY: ET
Follow re(~mmendations of soil tests or apply 2,000 Iblacre round 9 i a agricultural limestone and 750 Iblacre 10.10-10 fertilizer. Id GRADING IS COMPLETED. TILL SOIL AREAS TOSESEEOED ANDPLANtED 8)AFTER W0T8(IS COMPLETED ANDARFASARE STABLED, CALL ER0810N TOAOEPTHOFFNEINCHES. CONiROLOFFICERFORSITEINSPECTIONAtmRECEfVECERIIFlCATE LU TITLE
4jf~MOVEALLLOOSEROCKS,ROOTS,DIRTCLODS,ANDOT}ER OF COMPLETION. REMOVE ALLTEMPORARYIiROS10NCONTROLMEABURES, W
Mulch ° Apply 4,000 Iblacre straw. Anchor straw bytadcing with asphalt, nelUng, INSTALL RP~RAP, AND SEED AND MULCN ANY REMIAINING GAPE A1ffAS. ~ OBSTRUCTIONS LEAVING GROUND SURFACESMOOTHAND UNIF0~,1. lU 3)TD PREPARE UNIFORM S'EEDBFA,INCOfiPORATEAOWGATURAL ~ d SITE DETAILS AND
~ ar a mulch anchoring tool. A disk wish blades set nearly straight cari be e UME, FERTILIZER AND SUPERPHOSPHATE fNiO S00.AIffASTO BE N
used as a mulch anchoring tool. YEGET"TEO.~3K"~IE~3'NF°BD"°NT"W~LPU`YER~ SEEDING SCHEDULE 4)SEED ON PREPARED SEf71BED ANDCOVER UGH0.YW(TH S(:EDING ~ U'
5
maintenance i efertilize if growth is not fully adequate. Reseed, refertilize and mulch EQUIPMENT OR CULTIPACK, APPLY TEMPORARY SEEDING TO SOIL -
mmediately following erosion or other damage. STOCKPILE AREAS THAT WILL BE DISTURBED WITHIN 30 DAYS. APPLY Q SHEET PERMANENT SEEDING TO WHERE FINISH GRADES ARE ESTABLISHED. Q)
0 0 B} MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR WITH LIQUID "I J
N M ASPHALT AT 400 GAUACRE OR EMULSIFIED ASPHALT AT 300 GAUACRE LU U) S? MULCH ALL SEEDED AREAS WITH SMALL GRAIN STRAW AT 90 LBS11000SF - N c9ml
AND SPREAD UNIFORMLY. GROUND SURFACE SHOULD BE VISIBLE TO - - - -
ALLOW SUNLIGHT PENETRATION.

~ M
O
~ CO
v~ J~r
UPSTREAM END OF CONCRETE 8LOC1f CATCH BASIN STORM ORNN 4Vc'RFl.Ow ~ ¦
`1 J MENT STORAGE ZONE y M
. TOP ELEVARON OF STORMWAIER ~ ~ ~ SEDIMENT STORAGE ZONE ~ i/3 PIPE O.b-1 ~ L, k DIAMETER p wAStwD < r
, MAX. ~ ~ ..VENT SCREEN ACCESSIBLE TIOiOUON ODOR y„ h
• DESIGN OF SPILLWAYS ~ _ EXISTING SLOPE ~,,v+'s ~ y- N IS To ~ A SURFACE C
' ~ p • . DRAINAGE AREA HEIR IENGM ; •J i'{"> 1. AT END OF F ~ (A~) RIP-RAP f NEEDED PLII 1. AT END OF PROJECT, CATCii BASIN CAN BE RAISED AS OEWATERING DEVICE SUCH AS ! NEEDED PLUQL,7~16 OPEN COURSE OF BLOCK N11Fi MORTAR. SKOIMER DR APPROVED DEVICE. Z
BURY BOi'IOM fM •F OF PLYWOOD 1 4.0 't , i'*'w" ;e' 2 RISFR CAN S 2 RISER CAN BE BUO.T A5 A STANDARD CATCN BAMN/+AiNCT10N p~ ~ V
I I ~ 8.0 ~ ' 80X (1MiH Y ¦g; 3/4' EXTERIOR 4 10.0 Na 5 WASHED STONE FA.IER AS SUCH N4 ~ AS SUCH WREN HaES ~ RECE]~MNG WAU. AND BE UTltJtm ~
ALL PARTIALLY CWPLETED STOliwt DRAINS PLYWOOD 6 120 CULVERT PB+E SHAH BE PR4IECTED AT 1HE END OF 1 DDAENSIONS SHONN ARE MORMUM ~ 3. IF ORNNAGE 3. IF DRNNAGE AREA IS OVER 5 ACRES THEN THIS STRUCTURE C U (u
ON.VANRED HARIlWAi~ NEEDS 1D B D~ET~AIL& Y ~ ~ ~ s1EEL FENCE PDGt PLYWOOD kNLET PRQj~CTION ECG aotH w/ t/2' cRID REUiED DIF NEEDS TO BE TREATED AS A LOSER STRUC1tNN: AND ALL ~ ~ ¦ REUTEO INFORMATION NEEDS TO ~ 8UPPLfED (TRASH RACK, ® Q
EIEVA710NS, ELEVATKMIS, ETC».~. ~ o y ~ 7~
uPSTRE,w EIS of CVEattoW PERSPECTIVE VIEW STORM ORAMI FLOAT 'E'r
VARIES L
I?D]E.. SEDAAFNT S1ORAq: ZONE GALVAFA2ED I . {1nrA1. BASw+ CAPAq'h7 floOD STORAGE zoNE 1/2» x 1/2" ~ ;~VAlS ~wARE aciH ~ ~
~ HEIGHT do NTDTH DEtERMD1ED BY ? . . dAMEtER EfOS11NG TOPOGRAPHY AND p~, ' p' r, 'p: _ ~ .--r SEDIMENT STORAGE REQUEtED. Q A ® oIITLEr E7N: coN~Cnolo y
ii s ,'.j.:.;t, KEYED PoP RAP
WASHED STOH~ FR.TER ' ' , v° KEY RIP RAP INTO 1HE DAM 'p' "y > 'n FOR sTAenIZARDN. t.s' 9~: ACROSS PEE D0.ET ' , FUILIRE S10RM DRAIN PIPE ' FUWt TO dITIET PIPE OR RISER 9 •r CULVERT PIPE NBOTINCUIDED MTTH SIOMMdt~5UPPI~D BY USER. ~ ~ a
/B wAS}IED STONE 1.5'
. S0.T FENCE BAFFLES (TYP.j CONI r'+ ~ ~ ~ ~ (51tE s1D. Na ao6oo3) CONCRETE fOOTING PAD
t t t t t~ HARDWARE aorH 1 FONT 2 Na s wAs aFAN oUT PaNr HART1wARE Ha 3 WASHED STONE FlLTER tAID AGAINST 3 4 . N
(1/2 DEPTH sEOTMENt STORAGE ZONE) E za~lE) NumwARE aoTH I~:~ ~ SLOPE) ~
~TQI~~FJLTEli J111.FT pR~gCr1oN C9.13 09.13 SEC110N VIEW ~ C9.13 C9<13 .
.STANDARD PIPE INLET PROTECTION (PLYWOOD ~ STONE) STANDARD CHECK DAM CATCH BASIN RISER/FILTER ZSER/FILTER STANDARD SKIMMER DETAIL, \ ~
e-
EMDTOEUCY SPILLWAY OSNSiRUCtEO OVER
70' MIN. ~ x MIN. ~gp1T TO ~p 9. PUT SILT FENCE OR TREE PROTECTION F1]dCE UP TD ENSURE DIMENSIONS ELEV. ~ oRglLlo AND ARMORED ~ `
SIEQ. P06T SEDIMENT ON SIZE OONSIRUCTION ENTRANCE LS USED. EMERGENCY 5'PILLWAY I - \ sEgNENT TRAP ~ ~ T~ DAM WIDTH \
0~ EARTH BERM "'t"ti:" i..~~4i1;-.», n`'-'g!,-'~':<~•~"-'••~ n 3 2 ff CONS1RUCiT011 ON 1HE SIZES ARE SUCH 1HAT THE MUD a.`+'~'<'.;' • '+v' 4~",' IS NOT ItEMDVED BY 7HE VEtIICLE 1RA4EtJNG OVER 111E ANIi-SEEP C~1.AR .-..;.,o a ~~ese~ t8` RIP RAP DISSIPATER PAD ,d 3 DISSPAtER PAD ~0~0~0~
'rrci'':+„~t~'''P'x' tia~~:, n.~ y , STEEP WT Olt FILL SLOPE "•4 Y-3' STOIIf TO 8E USED. ~ STON& 'BFI 1HE 1TRE5 OF THE VEHIgES MUST BE WASHED fir„ 2!3' 4R N~1N of ENTERING THE PUBLIC I~A0. .+i, ANIi-FLOATATION DEVICE 1. RPM ~-0`'' . 4"°°e,~P`~~;
EXISTING ..ti yw'a(SUR6'E STONE OR RAtlR0A0^; PROPOSED STREET, ROADWAY ",:~~5:,~BALLASn:~ ~ :~;r;';~•?a1c' yMIq~IEVER IS 3. ~ A PROECT OONTNIUES TO PUII MUD AND DEBRIS ON lO TOP ~ RISER 4
•z`S?•,~:.°.+sf>-:"' • `s~~s' ;i~ GT~AIER. 11tE PUBLIC ROAD, THE TOWN PALL CLEAN 1HE AREA AND 2 : 1:SLOPE (MAXI B011OM ANCHORED Nutt STAPLES Fa.c'.x::.:~:d;»+S~Y,v"• w . INVgCE 1HE FNVANCIALLY RESPONSIBLE PERSON AS - 2 : T SLOPE (MAwMUM) OUTLET PIPE INVERT IN ~ r w ' ~ H~ o;
1".~yiot`r1•?•;;a~•"Z`'%~i:»~;t";"":`,^••~ INDICATED ON TFq FAIANgAL AESPONSIBRITY FD{01. .a;. ,,,a";.7, itr.: a,~",~,,>,f.~?a„' TFE M~11UY FFE iNE TONtI OF CARY WILL CHARq:1T) OUTLET PIPE INVERT OUT ~ • • r ~ ~ E SEDIMENT STORAGE AREA ' ' ~ ~k;~`~~~ ~ • 7 ~ z;
CLEAN 1FE STREETS WILL BE S,t00 FOR THE FlRS'T HOUR ~Q.~.$~~.S,TiON AND 5200 FOR fACH HOUR DtEREAFTER, • ~ . ~ • , • OUTLET PPE ® ~
5 -STAEgUIE gVERSKIN ETCH IMTH ~ f~°: ,F;.p... ~~°m p ~a TEMPORARY SEEDING AND EROSION ~ ~ mo ~ ~ +sm~ r,
CONTROL NETDNG. ~ e~~
PLAN VIES,
tX{T oa6. SEDIMENT PR PAMRflf REO CLENIgIT MNSI ~ TRASN RAdB ASED FOR
uPSwPe 1OE POSInVE GRA 35' MIN. 18' MIN. NEW CONSIRUCROHI NQ~S POSITIVE GRADE 1.0% MAK LAOilIED HALPNAY uP RISER PPE
EXiS11NG ROADWAY 1. DRIVE STEEL FENCE POSi AT ~ NETRNG SIDE SLOPES ll TT f T~~ TOP aF oAM d ~T" ` ~x "~'R'U °~0 EILEROfl~YSPNI.WAY D,EVM110NN NSTRUCTION
LEAST 1EP INTO SdJt) GROUND. ' . STDRABE d ~ .;.s•. ~ ~ iNMMLMI SLOPESS 2-tp2: ~
12° MAd. 2 : i p1AlGMlMt} 2 WOOD POST ARE NOT ACCEPTABLE. " ~ .,z;' • ~ ,x• • ' \®,e\®~ \\O\
JOiE SUPPORTED YNiH TOP ~ \ \ ® \ ~ \ \ \ \ \ \ \
YAI~ 8EINEQI SiEEI POSTS AaPoC UNDER sTalE
s~ "r~S1ETP CU7 OR FlU. SLOPE RHO r OISSpATER PAD RP RAP ~ ,urn-ELaATATxw aEwcE-~ $
5 6 PERSPECTIVE VIEW CROSS SECTION - Alm-sm~ coLLAR-
09.13 C9.13 PJ.B ~ C9.13 CROSS SEC110N crn+ aunET PPE 09.13
NoreFaLLOw SI~EEr t, FOR RBFR MFDAMATION.
STANDARD GRAVEL ~ RII' RAP FILTER BASIN STANDARD CONSTRUCTION ENTRANCE STANDARD DIVERSION DITCH iRSION DITCH STANDARDRISER-BARREL SEDIMENT BASIN (WITH SKIMMER)
SOMtER DETA0. 411E FIETIING ('TYPICAL)
PROTECT wF]R MiiH F0.1ER RETRIEVAL (SBE DETAIL oAO60.18? (SEE SHEET 1J FAgNC AND tkP-RAP ~ ROPE WEIR 1B'
w. , ~ 3'-4° MLSTAU.11iff PROTEC11011 FETIfE ND SANACE PRIOR N CAU11O FOR EiBAI ON-SiIE
~ ~ 'S• F0.1ER FABRIC STANDAt~ METAL POSTS 2'-0" IN gtOlR1D 1. TEMPORARY S0.T gRIH 1D 8E USED YAERE 10E OF FAi SLOPES EXCEEDS 3 FEET XV VEI AISPECDON EIY LIE 10RN OF CARP 1ONNG WSPECNR,
» AND ALONG STREAMS 19 MiIERCFPT FLOW ANO OR DIVERT iD A / CONiROIIED OUTLET. DfCEEDS 3 FEET IN VERTICAL EEKNIT ~ YAfITAN 1REE PROTSCfl011 FENTE TIIi0116E1011t OURAAOII OF PRQECT. ONiRaIFD OU1lET. ~ ~ ADdiIONN. SMxI"a MAY ~ RFQUT<rtD BY NMI OF CARP 115rEC10NS OFPNNEDR
GALVANIZED HARDWARE WRE 2 SiLT SHALL ~ REMOVED WHEN SILT DITCH IS ONE-HALT FIiLL EXTENDS TO 1DP OF SDX 3, DITCH SMALL BE RECOH~IRIICTEO MT#N DAMAGED BY EQUO'MENT OR COVERED BY fllL " BASED ON ACTOR FEID DONDBIONS r WARNING SKA•1S TO E!E MADE OF DURABLE, WEATHERPROOF MATERIAL
5'x3'x18' ~ LETiEEtS ARE TO E!E 3° FRGH MIN., CLEARLY IEGIER.E AND SPAt~D AS 1R COVERED ELY FILL .f SHOWN ABOVE. PLAfZ: SIGN AT EAtEE END OF UNEAR TREE PR01EO110N
NQff~ d» STONE APRON WEIR DETAIL AREAS, AND AT INTERVALS NOT TO EXCEED ?DO' 0.C, BI BETWEEN.' Z
1. USE FOR DRAINAGE AREAS NDT EXCFkDING s (FiVE) AGES FDR TREE PROTEC11oN AREAS LESS THAN 200' BI PERIMETER, PRONDE NO LESS THAN ONE SIGN PER PROTECTION AREA. ATTACH SIGNS SECUIB:I.Y ~ V J J Da
2 EARTH 8ERw1 SHALL BE STABRIZED w/SEEgNG ACCORDNIG _ I lO 1OWN SPEgflCAl101LS< LRIE NE1R WI1H SEED & MULCH AFTE TO FENCE POSTS AND FAERiIC. W J W ti WASTE MATERIAL-COI~ACT, 5'-0" O.C. ~ ~ Z „
RIP-RAP - - CONSIRUC110N OF D SEED & LRAdSI AFTER CONSIRUCTKMI GF DITCH re.",i.~;M'i"~, ~
D£~IGN OF SPILLWAYS .,r'.;i;:'4;•r, ~ - ORANGE, UVAESISTANT ~ J ~ N. . ,1R4-•,r'e4:~,~ IRGH TENSILE STYRENQH
DRANAGE AREA M~ETR tENG1H1 (ACRES) TOP OF DAM ~r ° O -r w;:;"rew.ue: POLY BARRK;ADE FAElPoC T ~ ~J,. ~ Q Z
1 4.0 r 2 eo
3 8.0 4 10.0 Dl1CH AND BURY Q 1~ IAN WEAIHERPRO~ SIGN AS N ~ Z ~ Q ~
1 S 120 FRIER FABRIC FILLER FABRIC EDGE - ~ ® ~ T DO NOT &N~E3 sNOwN ABODE ~ ~ I~ w ~
DD~NSONS SHOWN ARE MBIIMUM (MRN.12' OF FABRIC} •
NISPECT TEMPORARY SEDIMENT TRAPS AND EMPtt 510LBAER OF All OEBWS AFTER EACH PERIOD OF 51gtIFlCANT RANIFAU. REiAOVE - W ~ ~ Q M
SEDIMENT AND AE5IDRE 1RAP 1D 115 ORIgNAL OWENSKMIS N4~FI 11~ SEDt~EHT HAS ACCUMULAtED lO ONE-HALF THE DESXNk DEPiN ~~Q~$ SEC110NAL .VIEW OF 1HE 1RAP. PLACE 1FIE SEDIMENT 1HAT IS REMOVED NA A OE'SgNATEO 01SPOSAL AREA AND REPLACE THE CONTAMOIATED PART OF / S7 WASHED STONE PLACED TO A HEIGHT aF ;11QNAL VIEWtTtADE _ N ~ ~ _ ~
THE gtAYEI FACING. 12'-iB" MINAAUM ABOVE TOP OF BDX a `
CHEtA( THE STRUCTURE FOR DiWAgE FROM ER050N OR PIPING. PFRIOlXCALLY CHECX 1HE DEPiH OF 1HE SPILLWAY 1D ENSIXtE IT IS 9 1 O 3 5 11 ~ ~
~ SUCHiLY ABOVE~DESIGN GRADE ANY PoPNRAP tIISPo.Af~D fROM~TtIE S~ Y~MUST Bf I~PLACED BIMEDIAtELY.EMBANXIgNT lb C9.13 _ C9.13
° STAgUZE DtE EMBANKMENT AND ALL DISRIRBED AREAS ABOVE DIE SEDMENT POOL Ate DOILNS'It~AM FROM DIE TRAP tMMEgAIELY ~ AFTER CON51RUC110N NIiH 9EEOBIG C9.13 ~ ~
N 12 Z I""' o
N STANDARD GRAVEL & RIP RAP FILTER BASIN STANDARD CATCH BASIN/YARD INLET PROTECTION STANDARD TEMI'ORARY SILT OTT( a GARY SILT DITCH ~ ~ PzE x dA oAlc, C9.13 a
F- O
M DEWAIERNIG CONCRETE BLOCJ6 0
~ VARUiBLE A5 DIRECTED BY THE ENgNEER THE EN«N~ i TREE PROTECTION FENCE DETAILS N.T.S. a
3 a 0
¦ ¦ ~ ¦ MGipAWA t0 GAUGE SILT FENCE fADRIC o I ¦ ¦ LINE N1pES DISTALLED TO SECOND PoPE ¦ ¦ N1RE iDP
m LD. ~ ~ sx~ ~ 4 ~ ~Ni'REDIAIE N w
N 4 3 7DAES LD. U GRADE p
t W
CONSIRUC110N SPECIFlCA110NS 0 a ~ _ 2 N - LL -
~ 1. LAY Ott BLOCK DN EACH SIDE OF THE STRUCitpiE ~ ON 115 SIDE M 1HE BOTTOM ROW lO ALLOW POOL o W
ORARIAGE. 7HE FOUNDATION SHOULD Eq EXCAVAtED PLAN VIEW AT !EAST 2 NN%tES BELOW THE CREST OF 111E STORM FRONT VIEW
o ~ DRAOi. t 1HE B0710TJ ROW OF BWCKS AGARIST 1. L ¦ 1HE LENGTH OF THE RIPRAP AARON.. 1HE EDGE OF 1HE STORM DRAIN FOR LITERAL SUPPORT 2:1 SLOPE, gtAVEI F0.TER ~ STEEL POST w REVISIONS x
o AN0 116 AVgD WASHOUTS WHEN OVERFLOW OCCURS ~ G NEEDED, GIVE LAtERAI SUPPORT TO SUBSEQUENT. v 2 d ~ 1.S 1TMES 1HE MAiOMUM STONE DIAMETER BUT. NDT USE 50.1 FENCE OFkY WHEN DRAINAGE AREA WOVEN MIRE FABRIC POST 0 911109 1ST REV COMMENTS N WSLE FABRIC
c 'ROWS BY PUIDING 2x4 WOOD 51UDS THROUGH °a iE$51HAN B' (Md:ak BLOCK OPENAYGS. SCREEiI DOES NOT E1tCEED 1 4 ACRE AND NEVER IN SiLT FENCE FA~tiC AREAS OF CONCERTT~IFD FLOW. T FENCE FAMtiC ~ 9115109SECOND CD SUBMITTAL
3. A flL1Ett BLANKET OR flL1ER FABRIC SHDUID ~ 2 CAREFULLY flfi HARDWARE CLO1H OR CDMPARABIE 7Ef~ORARY SEDMENT
n L INSTALLED BETWEEN 1HE RS+R/~P AND SOIL FOUNDARON. MIRE MESH Ml1H T/2 INCH OPEHANGS OVER ALL POOL DEWATEit1NG ~ PIPE tTl.Ogf OPENINGS T4 HOLD gtAVEI'IN PLACE FRI. SLOPE ~-FEEL. SLOPE ~ 1012610 NIYLAR CD SUBMffTAL
~ A USE CLEAN qtA 3 411)1 2 INCH Ni a.• ~ DIAMETER, PLACED 2 RICHES BELOW 1FiE TOP 1' MOAMUM . i » • FOR fI£PNR t$ SILT FENCE FAIWRESv ~
a° OF THE BLOCK qV A 2:1 SLOPE OR FLATTER AND 2' AXiMLAA ~ sT ti " d SMOOTH IT 14 AN EVEN GRAS OOT ~5J WASHED UWF~ENN~L~FFN ~~NG ANCHOR a CATCH 8A9N. w - 0:
ro STONE IS:RECOLBTEl~ED. B' MITNMUM COVER OVER SORT • s
i N 60VER SORT 0 N
m FlL1ER ~ 13 ANCHOR SKDtL AS gRECTE p FA~iIC - SEDMENT ..i. r BY ENGOgEit NOR sKRL As DIRECTED 14 ~ ~
a SECTION'A-A' N C9.11 C9.13 0 ~ C9.13 z PROJECT 09-0083 DATE, 911108
SIDE UI~,~
W PIPE OUTLET TO FLAT AREA Q
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION a NO WELL-DEFIIdED CHANNEL STANDARD TEMPORARY SILT FENi :ARV SILT FENCE w DRAWN BY: JWE CHECKED BY. ET
N TITLE w
a o: w
3 ~ EROSION CONTROL
J. DETAILS
4 J
SHEET
N W
N C9ml3

~ ~ i O
D ~ ~
t,>t ~ ~ ~ ~ ~
L ~
~ ~
MAINTENANCE PLAN: ~
~ N
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL $E CHECKED FOR - = U
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, Z
BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF ~ a 0
.EVERY HALF INCH RAINFALL. ~ v
C ~ ~ 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE ~ ~ U N
..D.~--.-.. 4' MQL SILT FENCE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2° OF #4 STONE TO MAINTAIN p a,
..PROPER DEPTH. THEY WILL BE MAINTAINED IN CONDITION TO PREVENT MUD OR ~ p ~
SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE r
t r. MATERIAL SPILLED WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE ~ OR ROADWAYS. ® ~
i 1; A ' T-
. ~ 4 A 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET H ~
TOP ff SILT FENCE - ~ MUST BE A7 LEAST 1' t , PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET C
ABOVE THE TOP ff THE WASTED STOKE PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED ~
' ~ C STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE ~ 'CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS
t 4 "DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH F ~
i TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND ~
V W AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER
- HIET VIBE FENCE, TER FABRIC, AND HARDWARE DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFAR EVERY RAIN EVENT.
CLOTH DV TRENCH STEEL FENCE O
STEEL SCE SET NAR EB APAR ION, iB' H1T0 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE ~ SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES r-
VtRE GROUND WILLALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21
HARDWARE CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A
SWALE.
FILTER ff WASHED STIR
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT °'~°''s~oo
3' FILTER FABRIC BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
Oi GROND TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6' ~~'~~~~~L~sC~°+~~~
NOTES, i. REMOVE SEDIMENT WHE~1 HALF OF STONE OUTLET IS COVERED. MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. y~e~tla~ ~ A~ z STAKESPACING WILL BE 8' MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE
° 2. REFUGE STONE AS NEEDED TO ENSURE OEWATERING. BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE ~
3. ADD OUILES AS REQUIRED AT LOW P(~NTS DURRiNG CONSTRUCTION. SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES !Pa>~ ~
81N8' WIRE F~ AND NARDWARB CLOTH 6• ff tA'PER EDGE ff - HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR iS DAMAGED. N~ ~ ~
FILTER FABRO: DI TRFNCtI
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED
STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR ED FOR
-cT n viEw WHEN THE ROCK IS DISLODGED. BAFFLES WELL BE REPAIRED OR REPLACED IF O TRUCTION
THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTVE. THEY WILL BE
1 REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN DEPOSITS REACH
..STANDARD SILT FENCE OUTLET C9.14 HALF THE HEIGHT OF THE 1ST 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 IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY
COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE
.REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS.
WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN. -
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
WITHIN 15 WORKING DAYS.
~ V
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, ~ Z
TANKS, HOSES AND INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR
TURBID DISCHARGES DAILY. ~ U ~ J m
10. IF THE SKIMMER IS CLOGGED PULL SKIMMER TO THE SIDE OF THE BASIN AND ~ ~ W
REMOVE THE DEBRIS AND RESTORE FLOW. ALSO CHECK THE ORIFICE INSIDE THE ~ ? J ~ N
SKIMMER TO SEE IF lT IS CLOGGED, IF SO REMOVE DEBRIS. ~ ~ ~ O" ~ _ B ~
. a SOW D. a ~
v~~i..~ . _Z/ Q w ~ . LL t , W p:
a Pn W V ~p,1
N n
v/ ®M .
N
. ~ RECOMMENDED MIHrMUMTRENCH WIDTHS a
- ~ .FINAL PIPE WAM. MIN, TRENCH WIDTH _ ~ &ACKFOl ~ 4, 21 ~ _
. ~ ~ MIN.COVERTO MIN.COVERTO 6 23' a ~ ~ ~
N - ~ RIGIDPAVEMENi,H FLE%18LE PAVEMEBIi,H 8° 26' N z o
J 6" 12°
i5" - ~ ' WQ INtiIAI 16" 39' ~ . w
SPWNGLWE - BACKF1Ll a
N ~ HAUNCH ~30' 56' U 0 a
4^FOR 1T•2A°PIPE ~ - . ~ _ ,
TS 6 TOR 30"40"PIFE 42" 1T N ~ .MIN.7RENCHWWTH - SUITABLE J NOTES: ~SEETABIEj' fDUNDATION 48' 60' 0 x F.
~ ~ ~ ~ 7. ALI PIPE SYSTEMS SHALLBEINSTALLED INACCOROANCE WFfHASTM 02321 5T D. ~ 98' ' O _ ~ AN ARD PRACTICE 60" 96' -
- ~ - - UNOEROROUNDIN3TALUTIONOF THERIAOPLASTIC PIPE FOR SEYJERSAND OTHER GRAVITY FLOW ~ ~ ~ ~ ' 2
~ APPLICATIONS', LATESTADDRION MINIMUM RECOMMENDED COVER BASED ON' U - ~ ' ~ ~ VECHICLE LOADING CONDITIONS „ y _ _ ~ ~ 2 MEASURE35HOULD BETAIV:N TO PREVENT MIGRATION OF NATNE ONES WTO BACKFlLL MATERIAL, - SURFACE NE ~ ~ ~ ~ . U
.,.v ~ WHEN REQUIRED. - l LOADING CONDITION . ~ ~ ~ - ~ ~ - PIPE DWM. hM25 _ :HEAVYCONSTRUCTION
_ N ~ ~ 3.FOUNQA7fON: WHERE THE TRENCH BOTTOMiBUNSTABLE, THECONittACTORSHAI.t EXCAVATETOA - (T5TA%LE LOAO)• - DEPTH REQUIRED SY THE ENGINEER ANO REPLACE WITH SUTABLE MATERIALABSPECIFIED BYTHE 97.43` 1T q3° I - ~ ~ENGWEER AS AN ALTEPNATNE ANDATTHEDISCRETION OFTHEDESIGN ENGWEER, THE TRENCH I
. O ~ - BOTOM MAY BE STABILIZED UMNGA GEOTE%TILE MATERIAL. ~ 24° 60' - - - H u. , _ 0
- ~ ~ ~ ~ ~ 4. SEWING: SURF&E MATERIAL$HALL DECLASS 4110R111. THE CONTRACTOR&HAILPROVIDE "VEHICLES IN E%CE950F 15T MAY REQUIREADDSTIONAL COVER _ ' ' c - OOCUMENiAT~N FOR MATERIAL SPECIFICATIONTO ENGINEER. UISESS OTHERWISE NOTED &YTrIE ~ MINIMUM RECOMMENDED COVEROASED
a ENGINEER,MWILN)M BEDDING THICKNESSSNALl BE 4"(t00mm)FOR4"•24'(100mm400mm); 6"(150mmj ON RAILWAY LOADING CONDITIONS FCR 30"40"(750nen-SOanmJ. ~
~ ~ ~ - - PIPE DIAM, COOPER S. INRIAL BACKfiLU SUTABLE MATEPJAL SHACL SECIAS51, li OR IB IN THE PIPE ZONE E%IENWNGNOT " ~ p LESS THAN B°ASOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE OOCUMEMATIONFOR UP T.024' 24" - ~ ~ ~ ~ - w `.REVISIONS x
y ~ MATERIAL &PECIfiCATION TOEI~'IWEER. MATERIAL SHALLBEINSTALIED AB REQUlREDINASTM D2321, 30"-36°~ 33" N - LATEST EDR70N. - 5 42"~ 48" 0 9/1109 1ST REV COMMENTS
0_ - ~ - 6. MINIMUM COVER: MINNAUM COVER,H, IN NON•TR4FFIF APPLICATIONS (GRASSORLANOSCAPE APEASJ - ' IS t2'PROMTWET~OF PIPE TO GROUt~SURFACE. ADDRIONPl COVERMAY BE REQUIREDTO "COVER IS MEASURED FROMTOPOF PIPETO BOTTOM s PREVENT FLOATION, FORTRAFFICAPPLICATi0N5, MINIMUM COVER, H, 1512'UP T046°DtAMETERPlPE OF RAILWAYTIE. 0 z 9115/09 SECOND CD SUBMITTAL
; - ~ -AND24"OF COVER FORS4'40'DIAMEfER PIPE, MEASUREDFROM TOP OF PIPE TO BOTTOM OF fLEJOBLE '"E4D COVER REQUIREMENTS, ARE ONIYAPPllCABLE ' ' - N ~ ~ PAVEMENT OftTOTQP OF RIGID PAVEMENT. ~ TO ASTMF2306 PIPE o.
3 :ADDEDPBSIHPoNMAnON ?moummr e~ooruAac, cEV. EESewFiwx er Buuonrcr cwco - ' ~ 10I26109MYLAR'CDSUBMITTAL n
~ ADVANCEDDRkNADEBYSIFNS, NC.I'IDS'1Ma8PP~MfoiHpomNLBI,SEDONFUFON.UnoNPgovlpEOroMA ttI~ON0.4WM is a~ ~ ~ D1tFApF?TO DEPim'TNEGt#,ffCNENfSAT REODEB1E0.0DS NA8NOTFERWRMmANYBiGINEERNGORDE9IGNSERNLEG iU1THl8 - . ~ PRNECT,NOR HAEAOSIND~EHOENRYVERIREDTHE INFGRMA710NSUPPLMO. iNEP57PLATPoNDEfAh8NtWNEO NERRNAREGENER/J 1WYBfss 0 a
' RKAMMENDATIONBANDPAENOTSFECIF~C FOR iNWPROBEm. 7HEMAICIiBi@NEHi SIWLRFYIEWTI~EDETPILS FWWRTO PRBRCE~ FBIOTRUENW9BLYD ~ ~ DDNSTRUCTKN. mIGn&OE9IGNENmNFEPSPE8PON81sWIYTOENSUREiHEOETNl8 WtOVISEDHEPEBi MEE1SOR FKCFED6ifIE DETAIL ~ NEIURp, gn01ED2s' ' - APAtOAHlENAT16U1,sTATE, qt WCI.L PEOIAPFMFNBOIIDTDFNSIIRETXATiHEOEGil9 %mV1E®NEAEWfflEACCEPFD&Efoftn115 ~ Ms w
. ~ °T~ DMWNGNJMBER '5161m 1DF1 ' N z 0
' u ~ ~ ~ N - ,w
0 _ ~ a ' m
. - N 0 a i z PROJECT#,08.4083 DATE:911(09
m ~ ~ - ~ - a
~ _ 'p w DRAWN BY: JWE CHECKED BY: ET
Q 'J N TITLE
w
' C ~ ~ ~ . D w
3
' J ~ ~ _ ' ~ ~ DETAfLS
N
Q SHEET
rn o . o - C9.1 a w
0

I
~ ~ ~ I
I ~
I v ~ l ~
I JL~
°1 w y U
~I I ~ Z o
~ 1 I ~ ~ P
EXISTING TREES SHALL BE UTILIZED WHERE POSSIBLE IN BUFFER AREAS 41 I _ o _ ~
8' SCREENING FENCE ALONG THIS BOUNDARY FROM EDGE ph I ~ ~ FROM EDGE OF ~ ~ ~ ~ ~
WET POND TO PROPERTY CORNER SEE CIVIL DRAWINGS . ~ ) DRAWINGS). sl I ~ ~ ~ ~
PP ~ 207 46 ML MC CF VD ~ ~ I ~ ~ ~
~ 52 9 41 I I ~ ~ ~ ~
_ BUFFER YARD 640 LF 2,800 SF) i u. x ?,500 SF) ~ , II II rw ~ O N
r . ~ • ~ . ~ x x ~ x. N ~ ,S, r ~
r' + 1 + ' ~ • ~ . .t # ' ~ .PERIMETER BUFFER i ~ N
• ' ~ 1~
i ( ~ mr---° ~ d 1
, _ 1 ~ h t N i ~ :1~; ~ H ~ o
. ~ ~ 39 ~ ~ _ t
a I 1 I - ~ ~ N
• t ~ I x i~~ 9~ ` w.4~ I F O
' i "e---- ' ' i ~ j i 1 t =i ,
I ~ ~o R-55.00 i I j ~ N ,~5 S ~t,1 ~~~I ~ ''s ~ t-
~ , { • x i l ~ TRUCK x + ~
I I . ~ I I AccESS ,
! • I ~ I t g Ad ~,.~if ~~i ~ 1
x' j i i I / ' '1 i ~°x. 11 , A
I 1 W i f ( iii
ii I ! ~ O ~ 1 t f x~l ( ~ 1 / ~ ~ `t ~ 1'1~'; I PE I'=~TE;R BUFFER
~ ~ I " ~ v. 1 ~ ~ 1k =1 = { 3 ~
i ; i ! I 'i=; t i , ~ qtr
~ i ! i f ~ ~ I ~ ~ ,
BLA GH IN INK ENC AROUND WET POND ~ x' rn 3 ! f ~q. M a PNA~ 41 ll ~ D ~OIRI ? ? ~ r ~ I ; 1 ~ t ;45 ,~p~'j'Ir!•. ~ ~/I'~
f M I , P NASE I h ~ I ~a ~c `~~v~J~
w ~ t ~ o ~ ~ ~ t ~ : m m ANCF ANCHOR ' ~ I 1~, ~ ~~~~=~'t ~ x ~ 1181 ~ X
u, w ~ x t ~ \ ' ~ G I ~ ~ r . ~ ~ BUILDII BUILDING B ' I 1~.~ ~
x: s t i i ~ i '',I~`. 1~ P H A E I C0 ~ I o o i` 35,50, 35,502 SF PNA E I ~ '~°A~b~
PER TOWN 0 ~;WH{ ~'ERIf~G PI~ES,11 IS ACCEPTABLE ; j x , I r` i' ` RE 1L ~ ~ a I ~~PNpSE I ~ EXPANDED ~ . zl ~ ~r~~ ~,Ki4``~~ 6
TO RELOCATE ~~OME'~OF ~;HE f~?LANT TO THIS LOCATION ' I . ~ ;1>': ~ , ; w I ~ ~ I ! E ~ ~ w UILDI j G A ~ 51DEWALK~PATIO ~ RE lL ~ I ~ i 'f~. '',,r, ~'R9'ta~5.'`,
TO SOFTEN TH CH N LINK ~ENCI'' ~ I e , , ~ ~ 4 80 ~ w is I i '1 .-l' ~ SF ~ 4,80 SF w ~ ~ 1 ~ ~ 1
u` o ? ,c (2,4 0 SF FUT RE FFE 40 FFE 409.7 ADJUST PLANTINGS w w ~ =i~
1 l L t l i ~ I TO AVOID UTILITY ~ w ~ ~ ~cn',;1
~ t ; ' - x 1 BOXES IN THIS .AREA I ~1~ ' ~~01 ~~t K ~ - [ . } ~ ~ ~ 0
1 I I { ~ ~ _ ~ i 4 r i ~ ~ Q i f
l 1 i~ is I 1 1 V I 1 ~ I t?, I r
h; ' ` j ~ ~ ~ ~ t ¦ ~ _:1 ti r_ •t i - - ~ ~ J ~ = 1i' I m. = I U-'t 1
g i C7 NOT ENTE ! ~ NO PART( NG ~ ~ AC J ~ .r ~ _ ~NG NO PARKING / t ~ ~ a', 1 ~~=t
~ ~ ~ FIRE LANE • • ~ ~ ~ .,f.~_ _ I ti / ~ ~ t ~i NE FIRE LRNf ~B ! 1 ~0 i ,
..r,-- , ~ ~_..38 _ - 5--- ~ ~ ~ , .~pp 1 i }
~ I ~ I ~ ; ~ ~ ~ _ . r. / ~ i i 11 _ i ~
I ~ I ACCESS TO POND , ~ N_ r _ ~ -,._.._.390-_~., o.M_,~' r ~y} ~ 1 ti S "~i W
3 ~ , ~t. ~ =~t =i _
1 ~ / ' I ~e _.w-_-__ , ~S
~...3g ~ E ~ ~ E ~ , , ~S ~ ~ ~ A 1 ~ ~ 't
` 395 4 ~ ~ , • ~ ! 4 l •E3 ~ ~ ~ •t'~ ~f ~ ~ 1 ~l is 67)
~ OUTPA~R~.~L A ~I t fib. °V ~ ~ ~1 i t
I ~ U ~ A J^~ 1 i , a~ , ; f 7 M i= r n ~`N ~ i } V ~
_ ~ , ~ l OUTPARCEL ~ ~ i ~ t ~ ! ~ ~ . ! ~ i s ~ ~ i } `l. E4~ ~ it. 11
I I 1,25 ACRES ~ t+ii \ ~ ` ~'t 3 • • ~ 1' , 11 i j ,.,M, ~ ~ .l \ t IS ,
o ! i 1 I fl i ~ L t ~ 4 '1 ~ t~~ i,
~p~ ~ EXISTING I ~ + E ~ ~ u Al ; ~ , ~ .
E RETAIL , I ~ ---I_-_ ~ BUILDING t l , 1 ii ~ ~ l; ~
I ~ r ~ \ , _ ~~1' rl ~y
~ ~ I t ` % ~
~ I ~ TIO ARE ' i ~r J z a
•
( ~o ~ i i ~~I ~ } ~~f r ~i • • • • ~ i ~ ;i,~ ~ :tip ~ ~ r~1
1 ; ~-.._--?---20' PRIVATE II ,E ~ • AL l l ~ a r
SS EASEMENT ~ !ti f _ ~ i ~ 'r~
1 N PLACE g ID2 f S
! i ~ A PER DETAIL a9 ~.....A..._..._4 _
1 _ If . _ ;1 ~ _ _ ~,...J . . . ~
1 I a ~ , SCAP . E 35 LAND w_..._,._. 395__... r r I _ r A ~ , n ~
~ 0 BUFFE - - - _ 00 . - - ~ . ,r
, I ~ _ ...m , _ ;r. L.. s ~ - ~ . , _ , ~ _ ~ LL ~ o
..s - _.:_a- 4 - . . . ~ . TAN T._~ ~~E _ , .w _
_ _i3 :.~FER YARD 460 LF 1 ~ 100 C - ~S_ _ ~ - . _ _ 5~~~ ~ _ - - ~~L _.w - J,..W._.._._..._.. _ ~.j BUFFER YARD 480 LF 16,500' S1GNT DIS _ ~ ~ ~ ~L _ _
_ __.._.._._.-._.___...M_v__~ r _.._.M.__ _.w.~.~.~ - - - - - - . .r_
BllF~=E~-'F~A~D'IN FRONT OF .._...~.~_-__.____........W_._..___.... _ _ . J~IGHWAY BUFFER ~ _..._W...... _ - - - QL 12 a
i _ ~ OUTPARCELS HAS BEEN REDUCED - J
_ _ - TO 20' FOR THE PURPOSES OF 5 F
--I-- - _ PROTECTING THE PLANT MATERIAL 3
a WHEN THE OUTPARGELS AR D V P ~ ' E E ELO ED. . µ _ z r_ m
PER TOWN OF WHISPERING PINES THIS AREA TO BE
PLANTEDAT A RATE OF 25% OF THE STANDARD BUFFER U
REQUIREMENTS, WHICH RESULTS IN THE FOLLOWING N I
AMOUNTS; 19 PINE TREES, 10 HARDWOOD TREES AND 38 F LL
SHRUBS. SEE TABLE 1 FOR CALCULATIONS 0 W
U1 7
W
o NO BY DATE REVISION
0 1 KF 7/9/09 PER TOWN COMMENTS z
ae F 2 KF 8/3/09 PER TOWN COMMENTS
U
ut r a ce u er e u~rement m s o e o t e ine r s 0 t e u er ar s were s rea ~ 3 KF /11/09 PER TOWN COMMENTS a
4 KF /19/09 PER TOWN COMMENTS
0 arce~s buffer ad acent to the BMP f r r o sc eenln . o ~ KF 10/8/09 PER TOWN COMMENTS
460'x35'= Table 2
16100 s . ft. ~ to B r Ar a Total 25 /o o u e ea use In determinln l I I ant want t es Is
I 1 hardwoodl ase aln arC gain >:'arcel~ Buffer Re~uirement5 ~ a
as de acted In able t o th rl e h h r t. ese ures were z o PROJECT: 084083 DATE: 8.03.09
422 sq. ft. 38 10 Total BufterArea 1 Ha. 1 Hardwood 1422 SF 1 Pine / 211 SF 1 Shrub ! 106 SF W
Iscusse an a ree u on wlt t o own annex. I a I 5 e5 On 1 pine / , - Front 480 x 35 -16,800 SF 40 80 158 w DRAWN BY: KAF CHECKED BY: ET
t0 t e r a r a ( 211 sq. ft. 76 19 Su{lava ' _ U e e 5 rest a acent tote I n an r n Side 400 x 25 10 00 F 00 0 of e o s S F 23 47 95 ~ TITLE
Y 1shrub / Rear 640` x 20' =12,800 SF
31 61 121 4o a 2a ~ ~ ,fio Q CODE LANDSCAPE PLAN
01 ~~v~.161 t, Q.,, LA vL) nuniEj . vuLrai~,ci? n a1 iu v wcI c c.aic.uiaLcu CAI iiciciiLiy ~ 106 sq. ft. ~ 152 1 38 ~ Totals for 39,600 SF 94 188 374 3
Icr ` ~r¦ir_ .
as indicated in Table I . 1 ( IN FEET) a
1 inch = 40 ft. w SHEET
Notes: See plant schedule on sheet L- i .2 for provided plant me, plant material, GRAPHIC SCALE
See sheet C9. I for BMP Aquatic Planting Reauirement 0 L 1o '

Q1
- K-IIG51 v h ~ r
&13FIieluvav Coer'idor'(?yelrl~~frief (Added 10/414 (Amended b/14!01) r `The bat`rie,t~ ofa Highway CoYr'IdeFnverlayD~trict {s) {HCOU) is to conserve and(ar enhaucb Bic nature(
L ~ •r N
(ieaafy andpebiic safefy: adjaeettt tvt aaiq aimtg thosVifiagc's designated roadways in conjunction with the existing ipain~dp'siripts,This,o7crlaydistrie{.~isestabiislted ppreventunsighttycon~itiflnsasarssuhofdeveloentwhich ` N U
uiaydestro~~or~letra~a`k~intite.~tut~al character, beantyand coirclitions and toeaercise suchieasonable directionfor ~ o
dpuelopmettt~hhta~th$t~iifriCt end to establish standards as may be nocessary faaccomplislr this objoctiue. ~ Z o C ~
Gmwkhanrthddnomioddveldpm~tfwfthintheVillage,andaxtraterritoruljunsdiotionnfrenxequiretheaherafionof - ~ ~
tlt~nafatalt`o)icTitions, usgetiitiott, acid sails. Such development may detract from the nahiraTlSeauty by Ilie plae$menf #nd type ofsrStt~,parkingareas, landscaping, and stnichtres. If is necessaq~ fo promate the protection, rl 000
mddj~aatioq and re-estabTis'bmcnt oflkte landscape, and to establish sta~tdards o protect and ~nirance the uppearanea ~ oh ~
altd. ~ii~ of deveo "mcnt alon deal natod roadwa sin the Villa e and its extCateaYtoriat`utisdiction. A g S y g J i 3° PAYER OF MULCH- NO ~ O ~ \r~ W
I)IS'PRICTS ~STek13Li'&ILED iMR°0 iF4W 4' TOUCI4NG . Q ~ ^
a. Higfi~ay CattidorQYerfayblslticts are diskricts rvhieh overlay wtderLying zoning districts established iit 4• HIGH WATER BERM ~ r o 0
th'isOtdiaencE. ~'ltlkirsch!sdde~lopmCntofanylancTprsfrneture(s}Nithinthe0verfayllistrictshall ' ~omplytuiih r$~tilattogs aOd tBSlrlptio~ fur theunder,lyiq,g coning distiici as well as he raquif~entents of ~ ~
tlfis sec(idn. Teach t5ver1ay l~istri$t eJ~thbe ~t00' in depth front the e<I~e of fhe public rigfit•of-wayand shall FINISH OPAUE ~ O ~,t'; ~ VJ N
nrrv~parallel atan~;thezigl[f-oE S~uy forfheentirc~properry.: REMOVE TOP I/3 OF BUPo0.. O 72 flElAOVE i0P 2/3 OF'MRE 80.SKE( ~ ±
;1. Urb~iali(ghwR}rGorridat.0iretTayAistri~(UHCO;`r~ . PtAN71NG MI% (AS SPECIFlEO) d'
UH~fJD shad tte developed wt~ a hatance of residehtialaard commeif;iat•sises. The visual rti~lt~ of ~tese 6 .6' ~ ~ 24 '...8' B -y ~ O 52" ~ . I"1
sections-depends omquaPlysit$ptanrr6tgat~'developmaTfts.faadsdapiar~,andpreser~atlorron~aflual ; ALL iREEB BNAtL MEET AMERMANStANDARD FOR NURSERY STOCK (ANSI, 1990, PARE i. "6hatle o J Fioxertnq Trees ~ /A~~E"~`'
features: " For Fxomple: CollPer Meight (moos) Mox. halahl Mln. root boll dio. Min. root bdl dsplh L
2. Iairal HJRfrwgy G>rrl+~4r 0:1+erlay~l?istrict (RHCOll) 3' 74-16' 18' 32" 21" L O r ~
I~C~D ahalTbe,pfiedominatd(~tli~ee of cottimaroiat uses and developrnenf p>?ttetttg, 'They provide visual N
irr~ges of tlt$g#1 eh~`aeteq'~YI~ ~rca as vvaf I as agrictilhn a1 curl Jiiral land uses fa include various .PLANTING DETAILe1'RE.E r
fypesof trouslug; fatmsand dflferttsesadcahfymg the area as fandamenfaffy rnrolmnaturo. TREES CODE BOTANICAL COMMON CONT C CONT CAL 51Z~ QTY

e. CJtbsti fliglrv$ay~rierTdorQPBelnyt)ist#a$d.
1. ~Gl~wyrdingfrbr~.'nartharo$dge'oftheMooreCnuntyAirpnrtpropettghnendrthto `
k;;lR.d, AG Ater rubrum October Glory TM October Gio Ma le B ~ B 3 ~ ry p B ~ B 3"CaI 6-8' 24
6. lturbCHighwayC,~rrldorCluerluy,Distriof, ,
1. ~a~[a•Carthaguffr~ fptlgt Cardinal DZive north tq Vass-CarChage Road. ~tr~~rrRda~,ffnlriNisgu~rfta~>r~adinth~~aafernrnnst6ot;ndaryoft~re~xtraterrit9r;nt CC Cerc~S canaden5i~ Eastern Redbud B ~ B 3 {A.
jurisdtdtton' B ~ B 3"Cai 6-8' 12 " ' ' ~ Rf<<, ,L 'aNa's~
• CF Cornus Florida Eastern Do wood I al 5 15ga1 9 ~
t. 9 9 (
Q e
FORM SAUCER WITH ~ ~ jri~e, 11 Ef Nil{?
2 erstroemia Indlca 'Catawba' Catawba ra e r I I I - LC La C My t o 5 a 5 gal 8 3" CONTINUOUS RIM ~'o o° w' 3" MULCH
9 p ~ v _ 0 I ~ ~ ~°I 'I ~ I~ ''g~lllligllllllllllll m"°""~ "n°IIIINII~I)II IIP! i 1=1 I
~I~I=1I:. -III=III ;ICI;
ML Ma nolia randlflora Little Gem Dwarf Southern Ma nolia B ~ B 3 9 9 9 3"Cal 6-8' 7 SPECIFIED PLANTING --III--`.'._',. ~ -L -I
K-Ill-SIA ~1 MIX. WATER & TAMP - ~ h =III= 1~~e AIR =111=1 ~ i- I ICI I !-1_-
`A~1~L~P~N~S~'al11fiARDS 11-1 11-1 I 1=1 I l-III-1 1I-
T, lldtb~ibhHtDiiheitsiaualRe4iiueiuents I, ; ,III-I I 1-III-III-1
at ,t;WArea ao,ooosq,~t PP Plnus alustrls Lon leaf Pme B ~ B 3 #~ean L~rwidth zpo ' , p 9 B~ B 3 Cal 6-8 207 _I I I_I I hI
2. Higtiivay irron# ~'iitd Setlsude.' i SHRUB PLANTING rr~~
u. Aui#ding, , 75 ft, b; i?prkixfgkfed;: 3Sit.'
lligftiuay fide antl:~adk aback V1
a. ?rauti~eait~illNlZdnes- Sp QL Quercus laurifol~a Laurel-leaved Oak B ~ B 3 b.. 3'Prom Nori-ro&identl$I Zones 23 ft. B~ B 3"Cal 5-8' 4
.-BUtk,~ridHeigtttt~(rpttaflor~'
a s, . ~Irurcttds; 50 ft. ' ' Alltkhar8ititd'mgs 35 ij: .PI,ANT°I.N~ I~ETRAIL~SgIRU~ •
b, ttiJl liulltlidg Coverage' 20%n 17riVoWays QR Quercus rubra Red Oak B ~ B 3 B ~ B 3"Cal 6-8' 23
e: Maximum 1'di~tlt 36 ft.
b. Masimam Number PerLot -40p ft,I I 4np+2
I 6. ParkingRegiiltGmints f
a, Altoff-sfte~jrar1tingtttustl~+mpJywitliSectionb,'<OffShcetPar3mg" oft(iisordinancs, ` • UA Ulmus parvifolia Alice Ailee Lacebark Elm B ~ B 3 B~ 8 3"Cal 6-8' f 7 ~I
Bu~~s Alxr; ~s~u~~. ~
19ufQer& ahall be; rovided el~tigtlie,~rit{tstersrf anjr fat nr development unless alternate locations are ap raved. p ,I Z
Batters shall tre~~designaf$drl dim~faiat on allsiteplans. Required yari3 spaeesmay be usedto meet landscape ~ A' 7~ n
uaffefrequ6cmeltts. 511RUB5 CODE BOTANICAL COMMON CONT
1. e~"~~ CO ~ v~ ~ i I PLANTING NOTES - BUFFER AREA ~ ~
8~ I3Ig(ttvoy ~tr~gt 35 ft Ir siiteattdRearBtdtea 25 ft AL Abelia randlflora Little Richard Little Richard Abelia 2 al ^7 1. ALL QUANTITIES LISTED ON THIS DRAWING ARE APPROXIMATE AND ARE LCSTED ONLY ~ h+i ~ ~ ~ A 2 ga I 1 O TO CLARIFY AND TO PROVIDE A CHECK FOR TIIE CONTRACTOR FOR ESTIMATING m
9 9 Bn€fers~$tjtiitaplsRxrston~it#'~boihpliysi nl"sepataffouand landscap$elements, fi~~isting vegeffition shall be used to PURPOSES. TAE CONTRACTOR SHALL PERFORM THEllt OWN QUANITY TAK•OFF AND p V
tneetitll. orpartof ih$ reyGiinenfs tf it p[oui8e3 the same level ~f obscurity >ts fhe planted bntTer required. ,;Required REPORT PROMPTLY ANY DISCREPANCIES THAT MAY AFFECT BIDDING a ~ 2. REQUIREMENTS FOR MEASURING, BRANCHING, GRADING, QUALITY, CONTAINER GROWN ~ ~ ~ ' ~
~tatidngs u{f~''~ot a Iniitdt het~visodaad/or pike trees and stintbs to provide a naturalized plantrng closely rttafched to tliedondt'h'otrs~fsurreatida`itgsrorsi~, PLANTS, AND BALLED & BURLAPPED PLANTS SHALL FOLLOW THE STANDARD N
F5 Fors h!a lntermedia S rm Glor 5 al ~ Yt p 9 Y 9 CURRENTLY RECOMMENDED BY THE LATEST EDITION OF THE AMERICAN NURSERY 5 g a I 4 5 STOCK PUBLISHED BY THE AMERCCAN ASSOCIATION OF NURSERXMENT, INC.
~larrtingret(arrarnetits~trbul~tsmclrulebotfitrees'andshtubs,Trees:Largetrees(pmeand/prhatdwoeas) ~th~"rn#riittatlm:4~3-idC~c~ergtttiefollotvmg rates; 3. ALL LANDSCAPED AREAS AND TREE PLANTINGS SHALL BE 1N ACCORDANCE WITH THE ~
VILLAGE OF WHISPERING PINES. -
Buffer tit Olre Hardwood Per f)ne Pine 1'ei• .~tulgi% 4. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITY LINES PRIOR ~ TO PLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR DAMAGES DUE TO w
IF Ilex attenuate Fosters #2 Fosters #2 (loll 5 al 20~;orldss 200s,f.'ofbuffet 100s.fofbuff~r ' ~ y 9 5 gaI B LANDSCAPE OPERATIONS. a
2l ~:asr ire 300 s.£ of buffbr 150 s,f, ofbuftet rh11~ 5. ALL DISTURBED AREAS SHALL BE SEEDED iN ACCORDANCE WITH SEEDING ~ SPECIFICATIONS. SEE GRASSING NOTES ON THCS SHEET. ~
~luubs; Shrubsshoufd be°arnlntmprn of 18inches inherght, and ofa va~iety,that can be e~peoted to reanlt 4 to 5 feet 6. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 3' LAYER OF MULCH.
u h~iShfrvitir~~ydars c>~'~la~kitt~. &Tuv>rs shall be distributed atongihe entire length of the buffer at the #`otlowing o Q MULCH SHALL BE ECTAER SEEASONED SAREADED HARDWOOD OR DRY PINE NEEDLES - z
lD2 ilex cornuta 'Dwarf Burford' Dwarf Burford. lloll 2 al Y 9 Z ga I 8 J TO BE DETERMINED BY OWNER ~ 7. REFER TO SHRUB AND TREE PLANTING DETAILES IN THIS DRAWING SET. m
B6 fer: ~ !tae rub Par 8. ALL TREES SHALL HAE A MINIMUM OF TWO INCHES CALIPERAND HAVE A MINIMUM ~
30 R: of Ies~ " 5fl $q: ft. of buffer' HEIGHT OF TEN FEET FROM THE GROUND SURFACE, UNLESS OTHERWISE SPECIFIED. a
2] ft, or titore 75 5y. ft: 9f buffer ~1'yr'/ 9. THE CONTRACTOR SHALL MAINTAIN THE PLANTINGS AND CONTROL WEEDS IN MULCH p
~ JB Jurn erns conferta Blue Pacific Blue Pacific Jun! er ! al p p 9 ga I 3 5 AREAS THROUGH THE DURATION OF CONSTRUCTCON. ~ ]0, WHERE THE PLANTING CALLS FORA "MIX", THE PLANTS SHALL BE EVENLY MD~D BY _ /R
VARIETY, 0 V.t)
ll. SPACING SHOWN IS FROM CENTER OF PLANT OR CONTAINER. 12. ALL PLANTS SHALL BE BACKFILLED WITH A MIXTURE OF:113 SCREED TOP SOIL, I/3 ~
! rum a onlcum ` recurvifolium' ax leaf I! m • LR Lust p W ustru 5 al 5 ga I 13 BECOMPOSED PINE BARK MULCH, I/3 PEAT. (UNLESS OTHERWISE SPECIFIED) w
9 J 9 9 KB[-S1F3 GRASSING NOTES ~ U
`The•Village mayredpeebtrffat widthsand;t~quaredplanting by up to SO% iftfie sileplanindicdtes berming, alternate O 1. ENTRY LAWN AREAS SHALL BE PROFILE JECT SPRAYHYDRO-DEED WITH BURMUDA o
~I~f~~apiq~,wu(In,fsiic~ortp~b~ta(711tbfdalitrasvVkiicitviliachievetpeintentofihisorrtinance, TIFWAY 419 OR APPROVED EQUAL (APPLICATION RATE OF 150.200 LBS(ACRE}. LIQUID H
• L52 Loro etalum chmense Slzzlm Pink Slzzlln Pink Frm e Flower 5 of i~al~vvs~aPE;sex~EN~ p 9 9 9 9 ( LIME APPLICATION RATE OF 2,5 GAL(ACRE AND 20.20 20 LIQUID FERTILIZER (APPLICATION gal RATE OF 5 LBS/]00 GALLONS OF WATER}. 0
9,andscape screei>$are'tcquicetl ~todbseureviow ofequipment such as motor vphteles: Screens maybe composed of 2. ENTRY LAWN AREAS (INCLUDING SHRUB AND TREE PLANTING AREA) SHALL BE ROTO
rt~tew~bseuring~~etat~,~Vali,feaeeorberm.Theitemsinaybeosedinditiduallvorincontbiti'atiott 'Theresult TCLLED TO A DEPTH OF 6" WITH APPLICABLE AMOUNTS OF COMPOST ANDlOR LIME ADDED AS DETERMINED BY 50IL ANALYSIS REPORT. w
stroll boa semirapague>3/5~:enwliiahobscuresviewsfrom the ground to a fieigttt of thaobJ'egtbeing sarerned. ~l~rrtsshall.bed"[east2,t~e'tTnll~fhd'time cflnstaQationand reaetithe desired height wllhln 3 yeAts ofpfanting~. Q o NO BY BATE REVISION
OnelhirdoflhesitrfaCOarendfal1.wpU feneasor6errnsthatfaCeoff-sitentust-be coveredvvithlivin lants;'Herms MC M r~ca cerifera Wax M\/rtle 5 al r gp Y J 5 gal q'? INSTALLATION&MAINTENANCERESPONSIBII.ITY o 1 KF 7/9/09 PER CITY COMMENTS
mgynak hBaCp.510pd gr$ate~aNarr~to l atilt!! tenet li$vo;t nrotvn witlth'af at least 2 feet I. ALL LANDSCAPE MATERCAIS SHALL BE PROPERLY INSTALLED AND MAINTAINED BY THE z
SIGNS, PROPERTY OWNER IN ACCORDANCE WITH THE VILLAGE OFWHCSPERINGPINES ~ 2 KF 8/3/09 PER CITY COMMENTS ORDINANCE. ~
Ai[s"tgns rtwst ¢ittuply tvfttt 5ubaeMitra h.i7; "Signs, General". `
• VD Viburnum dentatum Arrowwood Arrowwood Viburnum 5 al 9 LIG#f~C+tG 5 gaI L~Q 2 OWNERICONTRACTORSHALLBERESPONSIBLBFORDESIGNANDINSTALLATIONOF ~ 3 KF 8/11/09 PER TOWN COMMENTS IRRIGATION SYSTEM (IF ANY), a
w
Iri~litiug ritust cg>iply withSubSedRion 4.Z1, "Outdgar Lighting"; z 0 N
W
N N 0
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z o PROJECT#: 084083 DATE; ?/11109
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~ DRAWN BY: KAF CHECKED BY: RG N
~ TITLE
z CODE LANDSCAPE PLAN
J J Q
j SHEET W co a
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L 1,02