20110237 Ver 1_Site Plan_20110610

PROPOSED 4' SIDEWALK (PRIVATE) PROJECT:
GENERAL NOTES: PEDESTRIAN ACCESS STAIRS WITH HANDRAIL PROPOSED DETECTABLE WARNING (TYP.}
RETAINING WALL #1, MAX HEIGHT OF r° ("RIDGEROCK" MODULAR UNIT, DESI( . ~ ~
1.} ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED PARKING LOT ARE SHOWN AT THE FACE OF CURB. ALL PROPOSED DIMENSIONS ~J BY OTHERS) i ~
( GIVEN h W USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED BUILDING LOCATION ARE a p p~ Y 2I PROPOSED WHEEL STi = ; ~ Yr .l ~ ~
RADII ARE GIVEN AT THE FACE AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ALL CURB I(~ e$~ oa _ (n d St OF cuR6. ( r~ PROPOSED FULL -aC~E55 CRIVEWAY
t- _ et f a as ~
2.) CONTRACTOR SHALL NOTIhY ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING r~a(nta • 3 (nod CONDITIONS IN THE FIELD AND THE SURVEY SHOWN ON THE PLANS BEFORE PROCEEDING ph {NCI . ~ n ~~OS.OI)(TYP.) ~
WITH ANY NEW CONSTRUCTION. ~~NG PROPOSED 24" CURB & GUTTER (3' WEDGE) AND ~
3.) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICAL ALIGNMENT '.~-h~ TO cXISTING CONCRETE SIDEWALK WITH Pr'~t4VfED STRIPE
OF ALL TIES BETWEEN PROPOSED AND EXISTING PAVEMENTS, CURB AND GUTTER, ~ - PROPOXISTING S' SIDEWA~K ~ I~~
SIDEWALKS, WALLS, AND UTILITIES. S83°43'25"E 74 84°58'25" 149.91' ~ ~
SITE NOTES:
~ ADDRESS:
1.} TRACT IS ZONED B-1.
NEAR 10~91NEST KING ST.
2.) SEE ARCHITECTURAL PLANS FOR BUILDING FLOOR PLAN DIMENSIONS, DOOR 10' LANG LOCATIONS, SITE LIGHTING PLAN, AND OTHER ARCHITECTURAL DETAILS. ~ - - (STRI 10'LANDSCApESTRiP BOE, NC (STREET YARD) $T®~
- - - - ~ ~0, ~ _
3.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE - Michael er•~~~n N BEEN COMPLETED ON THE SITE. 9 co r w
4 J Pro ernes LLC ~ 24, _ _ ~ ~I ~ DEVELOPER:
E OF ~ 4.} HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURC 4 q' ANY LIGHT IS CONCEALED FROM THE PUBLIC VIEW AND DOES NOT INTERFERE WITH TRAFFIC. Book of Records 1350 page 762 ~ ~
(SEE PHOTOMETRICS PLAN). Parcel ID# 2900-69-2979-000 ~ I U ~ 4
' Zoned B-3 'o PROPOSED UTILITY PAD °N o
5.) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BE CLEARLY w IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND ~ Z
DISTURBANCE. PROPOSED PORTE-COCHERE I
6.) NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES SUPPLIES, VEHICLE, EQUIPMENT, RETAINING WALL #3 ("RIDGEROCK" ~.4 15 ~ 24
PRODUCTS, ETC. GRAVITY WALL, DESIGNED BY OTHERS}
PROPOSED FOUNTAIN AREA AND SEATING 7.} SIGNS (LOCATION, NUMBER, AND SIZE) ARE NOT APPROVED UNDER THIS DEVELOPMENT i ~
PERMIT. A SEPARATE PERMIT IS REQUIRED FOR ON-SITE SIGNAGE. _ _ _ 4 Q ~ F" nI rrl ifs. a R3` r III IIII ° ~ ° °
PROPOSED POLE MOUNTED ACCESSIBLE 2b' a a a . 8.} ALL PAVEMENT MARKING WITHIN NCDOT R/W SHALL BE CONSTRUCTED ACCORDING TO SIGN o
NCDOT SPECIFICATIONS. PROPOSED ACCESSIBLE PARKING AREA
00 Na a° ' RAMP, & DETECTABLE WARNINGS ' ~ ° 0°~ ° Q i d I
9.) ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTION PHASE OF THIS END PROPOSED 24" CURB & GUTTER 3' 34.67' 27.33' PROJECT ARE THE RESPONSIBILITY OF THE OWNER, HOWEVER ACONTRACTOR/DEVELOPER 27.33' I Watauga C®unty
CAN DO PERMITTING WITH AGENT AUTHORIZATION. WEDGE) AND TIE-IN PAVEMENT ° 0 ~ aC Book of Records 129 page 473
10.) CONSTRUCTION TRAILERS ARE TO BE PERMITTED THROUGH THE ZONING DIVISION OF e '~.4. ~ ~ I Parcel ID# 2!700-69-5897-D00
DEVELOPMENT SERVICES. I TEMPLE BUILDING 583°5T ' iv 3 ~ ¢ Zor~ed B-1 , ~ ~ ~ ~ CONTACT: MR. STEVEN PRICE, AIA
40 E 74,27' (t) M 3,672 SF 11.) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION MEASURES SHALL BE / FFE = 3279.00
D PRIOR TO ANY GRADING. I INSTALLE e ~ 9~ ~ ~ N 0 I g ~
10` ANDS PE ST _ ~ ENGINEER:
12.) THE JURISDICTION ACCEPTS NO RESPONSIBILITY FOR THE AMERICANS WITH (lY E'A' RIP DISABILITIES ACT {ADA), EXCEPT FOR NOTIFICATION REQUIREMENT. THE OWNER/DEVELOPER ~ _ ) ° ~ M
IS SOLELY RESPONSIBLE FOR COMPLIANCE FOR SAID ACT. 1i W / 16' a ~ a S
~ Q 13.) 24 HOUR CONTACT: JASON GASTON, P.E., 770-722-9178 H o I as a . a o ;~a _ ° ~ PROPOSED PEDESTRIAN
o C' SAFETY RAIL
M Z ' ~ 4' PEDESTRIAN ACCESS STAIRS WITH LANDING AND hANDRAIL
LAND USE INTENSITY CALCULATIONS B-1 ~ ( ) I - i TOTAL PARCEL AREA: 2.200 ACRES ~ ' (HANDRAIL ON 30TH SIDES} a. i PROPOSED SECURITY FENCE TO BE
~ 12 O
PERMUTED MAX. FLOOR AREA RATIO (FAR): NONE ~ ' , ~ INSTALLED ON STAIRS/RETAINING WALL (GUARD)
REQUIRED MIN. OPEN SPACE RATIO (OSR): NONE o - - - ~ REQUIRED MIN. LIVABLE SPACE RATIO (LSR): NONE ~ - I--9 ~I ~~o / - - - - PROPOSED OUTDtIOR PATIO
° REQUIRED MIN. RECREATION AREA RATIO (RAR): NONE ° J ~ d AND SEATING
O ' 4 N cD o ° - - - - RETAINING WALL t#2, MAX HEIGHT OF 215 Boone Heights Drive, Ste. 107 a / - Y ~ 4' {"RIDGEROCK" hIODULARUNIT, Boone, NC 2$607
N N ° a ' ~ ° / / ESIGNED BY OTHERS) 828_~62_gsp~
PARKING CALCULATIONS N ` . - I / / PROPOSED MENORF~H
- 1 ~ g a MAXIMUM ALLOWABLE PARKING = TOTAL SPACES EQUAL TO HALF ~ ° ' a° e / / COURTYARD AND S=ATING www.valorengineering.com
THE SEATING CAPACUY S83°SO`35"E ~latau County 23.51 4 / / ~ ~ PROPOSED 24" ROL(.-OVER CURB (35 L.F.)
N MBER OF SEATS = 97 SEATS Book of Records 272 page 889 I U ~
ALLOWABLE PARKING 4$ SPACES Parcel ID# 2900-59-4808-000 ~ ~ 11 MAXIMUM 0 ~ PROPOSED BRICK PAVERS SEAL: (TYP.}
Zoned B-3 ~ ~ COMPACT PARKING PROVIDED = 4 SPACES (9%)
STANDARD PARKING PROVIDED = 42 SPACES I i I / / _ EXISTING RETAINING UVALL c~ CA /'•4e" _ /
TOTAL PARKING PROVIDED = 46 SPACES I ~ / / ~ AND BRIDGE 0
"THE B-1 CENTRAL BUSINESS ZONING DISTRICT IS EXEMPT FROM THE REQUIREMENTS OF , ! \ ~ / I PROPOSED CONCRETE?AD c
SECTION 355 BICYCLE PARKING (UDO SECTION 355[a]) I \ I I _ TO RAMP UPTO ~
\ / IS EXEMPT FROM THERE UiREMENTS OF ~ \ i 7HE B-1 CENTRAL BUSINESS ZONING DISTRICT Q I ~ \ i / f ~ BACK-OF-CURB ELEVATION.
SECTION 356 MOTORCYCLE PARKING {UDO SECTION 356[x]} ~ r ®nnctor a ~ , " f EXISTING WALL TO REMAIN ~ d d I FOR POSSIBLE FUTURE ~ 0
i ~ \ i l I 24' Public oad - CSR #110 ~ 1 ~
I ~ o ~ I 20' ~ r ~ -f ~ ACCESS m~p~~~~ 1NE~ ®0`~ e s ~ _ ~AS~ a8,9,
LEGEND a~ ~ ~ _ ~ - o ~ - i y / - ~ f 200 acres ~ ~ - _ I
~ Q CONCRETE SIDEWALK i i ~ / / ~ ~ by Coordinate Geometry / / ~ -
M I ~ I 11 O I Parcel ID# 2900-69-3831-000 / _
w - # PARKING COUNT p o `ZonedB-1 / / / ' ~auga C®unty ~ ~ I
I ~ I M Book of Records 83 page 18.'
PROPOSED TRAFFIC SIGN ° I ~ I / / Parcel ID# 2900-69-5774-00~) / ` I ~ Zoned B-1
Z I / /
I PAINTED TRAFFIC ARROWS ~ ~ ~ ~ REVISIONS DATE
I20' wer #2 I f
® PROPERTY LINE I B 202 pg 580 I - 1 TOWN, TEMPLE, NCDENR 06/03/11 n
i - ---i o~~i
- - -OF-WAY LINE I EXISTING RIGHT I / / ~
I ~ / I r ~ / I /
PROPOSED WALL / / I
I ~ / I / I n
I / I I l~ ~
I _ i ~ / I z ~
~ 4 ~ / `
~I ~ I ~ J
~ / ® I ~I
I I ~
M~I , ~
° .y' V® as \ V
1.96 10' Sewer Easement #1 -
e a . ° DB 202 pg 5s2 _ ~ ~ PROTECT MANAGER: JEG _ .
as„w... DRAWING BY: JEG
193• ~
a' ° .a JURISDICTION: TOWN OF BOONE
d ° d . - DATE: 05/25/11
25' STREAM BUFFER (FROM TOP OF BANK) a .AM BUFFER ~ a SHEET TITLE:
"OP OF BANK) '
30'VEGETATED SETBACK .D SETBACK ~~°58'ZS"W149,g6'
/ ACCESSIBILITY SIDEWALK RAMP 11 FUT PAR}CING SPACES
/ WITH DETECTABLE WARNINGS ~ I r rV oa
(NCDOT STD. 848.05) (TYP.) PROPOSED 20' ACCESS EASEMENT......., 4VED {24' WIDE)'~-
PROPOSED CONCRETE ISLAND WITH 5' EXISTING CONCRETE PAD TO BE PAVED {24' WIDE)-1 PEDESTRIAN ACCESS CUT END 30" CURB & GUTTER AND TIE-IN TO PAVED TO PAVED _ ~ t-- y a I nt~l
PROPOSED "DO NOT ENTER" SIGN ACCESS
/ PROPOSED GATE AND KEY SHALL BE PROVIDED PROPOSED LIMITED ACCESS DRIVEWAY TO THE TOWN OF BOONE FIRE DEPARTMENT FOR )vIDED ~ - SHEET NUMBER: _ TENT FOR
~ {R-IN-R-OUT ONLY, NCDOT) ACCESS DURING EMERGENCIES.
PROPOSED "NO LEFT TURN" SIGN PROPOSED 5' SIDEWALK (PUBLIC) ~ i ~ , ~ SCALE: 1° ° 2(1~
PROPOSED 30" CURB & GUTTER ~ ~ I , ! :I II i 7n 1 n n 7n 4n
L4 5I Ur tSAK (Nl UU i 5 i U. 1LUS.U1)( i rr.) NCDOT STD. 846.01
PROPOSED Rl-1 "STOP" SIGN PROPOSED RIGHT-OF-WAY DEDICATION
PROPOSED 5' SIDEWALK (PUBLIC) SCALE IN FEET
PROPOSED 30" CURB & GUTTER Kno %hat's FILE NUMBER: 007-001
(NCDOT STD. 846.01) caill before you dig

TE : GRADING NO s .9~ STR. 308 (GRATE} PROPOSED 4' SIDEWALK (PRIVATE} PROJECT:
NCDOT STD 840.18 (HS-20 RATED} 308
SHOWN ARE THE EOP UNLESS OTHERWISE NOTED. \ , 1.) ALL SPOT ELEVATIONS @ sag RETAINING WALL #1, MAX HEIGHTO ("RIDGEROCK" MODULAR UNIT, DESI I
BUILT WITH A 2% CROSS-SLOPE AWAY FROM ~ 2.} ALL PROPOSED SIDEWALKS SHALL BE ~3 BY OTHERS} II, ~ ~ I~
"e~+4 THE BUILDING. s
V1'MJ' 3.) THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN STORM WATER ~ PROPOSED FUL AY
CONVEYANCE CHANNELS AND PIPES AT END OF CONSTRUCTION WHEN DISTURBED AREAS ~ (NCDOT PAVIN z4° rcp ~ ' ® ~I'~~ Top Elev=3,284.7 ~;i a
HAVE BEEN STABILIZED. 6`~ `~^'r tnv out=3,282.7`
4.) COORDINATE WITH THE TOWN OF BOONE INSPECTIONS DURING CONSTRUCTION. ~ ~ ~ v QED 24" CURB & GUTTE $3' WEDGE) AND
5.} NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS XISTING CONCRETE SID _f_}t/ALK WITH ~ .....RIPE
D. \ ~ HAVE BEEN COMPLETE \ ~Oy ~ ~ -sa _
~ a ~ ~ ~
6.) REFER TO SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION REPORTS AS PROVIDED BY OWNER FOR RECOMMENDATIONS ASSOCIATED ,
WITH: GENERAL SITE PREPARATION, BUILDING PAD PREPARATION, PAVEMENT SECTIONS, ® ~ ADDRESS: 3 91.5 ` ~
FILL, SLOPES AND EXCAVATION. ' ~ 3. 32 0.23 3292.oa EAR 1089 U19EST KI G STe
7. CONSTRUCT EROSION CONTROL BARRIERS PER THE TOWN OF BOONE INSPECTOR AND i'~ )
MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED. ~ ~ ~ 10' LqN[ n~ ~ a ~ _ (STR 10' LANDSCAPE STRIP d ° II _ BooNE Nc (STREET YARD) 3 1.70
8.) THE CONTRACTOR SHALL RE ESTABLISH ALL RIGHT OF WAYAREA WHICH IS DAMAGED 1 ~ _
91.46 OR DISTURBED TO ORIGINAL CONDITIONS OR BETTER DURING AUTHORIZED WORK. ALL ~ ~ ~ PO E BASE Michael Her~~~In ( ) WORK IN NCDOT RIGHT OF WAY SHALL COMPLY WITH NCDOT SPECIFICATIONS. ~ t .91.46 ~ . 3288.70 288.70 290 ` E BASE) 3288.0. 88. _ _ -
a I ~ Pr® ernes LLC ~ " p ~
I D TO TOP OF CURB WITH TOPSOIL AND SEEDED. Q ~~ec- 9.) ALL CURBED ISLANDS SHALL BE F LLE / r v,~ Q ~ 3287 ,Q ~9 Book of Records 1350 page 762 z ~ ~ 3287x80 ~ ~ z ~
Parcel ID# 2900 69 2979 000 ~ -;z~-% lOJ MAXIMUM CUT SLOPE IS 1.5:1 AND MAXIMUM FILL SLOPE IS 2:1. ANY PROPOSED J ~ i 3. - 328 ~ ~ I DEVELOPER: 328685 ,I 3. 1 3 ~ ~~;~51''
i ' Zoned B-3 - 328E SLOPE > 2:1 SHALL BE PROPERLY DESIGNED AND CERTIFIED BY A NORTH CAROLINA ~ pl , ?~~~r 328 3282.85 3288.25 3287.50
REGISTERED PROFESSIONAL ENGINEER OR GEOLOGIST. CONTRACTOR SHALL COORDINATE 7 j , ~ ~ ' ~ 3280 WITH THE GEOTECHNICAL CONSULTANT AND PROVIDE COPIES OF THE DESIGNS AND ! ~ 27 3280.0 7 _ ~ ~ ii
CERTIFICATIONS TO THE TOWN OF BOONE. r j / ' / ~ `~„1 3276:00 3,27j _ ~~1 76.00 __..328 ~ ~ 27 ~0 i ~ o f~ I ~ I
11.) TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY CLEARING OR GRADING ''~h' RETAINING WALL #3 {"RIDGEROCK" 3286.3... _ I -
I` GRAVITY WALL, DESIGNED BY OTHERS) ! 3278 ACTIVITIES. s, / 3278, 50 I a' ...:3286. 0 _ ~ -,h- ~
/ o AREA TO BE PAVED. MILL/REMOVE EXISTING 3 86 ` I 2 ii 3 I ~ ~ as -o a 32iI~ . 3285.75 ~ ~ ~ _ ~ A a r ~ ~ ~
12.) ALL STORM PIPE SHOWN ON THIS PLAN SHALL BE WRAPPED WITH LOCATION WIRE ~a ~ CONCRETE SO THAT FINAL PAVED ELEVATION DOES ~ ~ 3283.30 A AND TAPE. ~ Ao+ ' - NOT INCREASE EXISTING ELEVATION ~ ,i 32' 8.5 / , q ~ I - I a :.3286.00. op He -1B X0,4
1 d ~ , i 3273.25 4 " - _ 3282.00 Inv ut=3,268.9' I r tm
S NG CONDITIONS / i`1a 11 FUTURE PARKING SPACES i j a=, 4 ° 13. IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXI TI o \ , 32, 3.15 2 } ~ ' ~ ) ~ ~ 321 UNLESS OTHERWISE NOTED THE CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE 1 / ~ Q 3282,60' ~ 3285 ~ ~ I I ~
AND LEGALLY DISPOSE OFF-SITE ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO Drain inlet ~1~' ' ° 321 i _ ' ~ e n3282.70. r~ , a . .8 3281.30 t~ E
ROOT SYSTEMS CONCRETE REINFORCED CONCRETE, ASPHALT DEBRIS, UNDERBRUSH, ! \ Top Elev=3,262.7 ' i i ~ , ~ Drain i et ~ ~ ~ TOPSOIL, AND OTHER DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE i \ Inv Elev=3,280.9' ` -n`, j t t -~-..:~i~ TopElev=3,2 .o' ~ ~ ~ ~ ( ~ ~ 3285.30 , ~ i ~
° MUM DRY DENSITY FOLLOWING FULL I t ~ my E~ev=3, 93.3' / 1 ~ COMPACTED TO 951o STANDARD PROCTOR MAXI t 3280.65 ~r a I Watauc:Ia C®unty
L5. 6~" cmp ~ r-''~ ~ ~ REMOVAL OF THESE MATERIA Top E~ev-3t2ao.9' f, j' 3280.6 ~ Inv Out=3,275.9' ~ t r'' ' a 3284.65 a Book of Records 129 page 473 3278.00 ` e 3284 ~y~~ Parcel ID# 2900-69-5897-000
~ 3278.2 ; 14. ALL SUBGRADE PREP AND AREAS OF THE SITE TO RECEIVE FILL SHALL BE COMPLETED I ~ I t ~ r TEMPLE BUILDING r~1 ~ ~ ~ ~ 32~ G/~7 fly/' 327 75 , ~ a Zoned B-1 CONTACT: MR. STEVEN PRICE, AIA
IN STRICT CONFORMANCE WITH THE RECOMMENDATIONS PROVIDED BY THE PROJECT ~ i ~ ` / ~ ~ / 3,672 5F FFE = 320 r~ to OVERHEAD I~LECTRIC LINE I a ' ~ 3283.50 ~ I ~ MEASURED ~1S 21' ABOVE
GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL HAVE THIS REPORT ON THE JOB SITE t2~ ® ~ ~ 1 ~ ® 3278. 5 ~ OVIDE EARTHWORK I FOR REFERENCE AT ALL TIMES. THE CONTRACTOR SHALL PR I _ 3278.5 , 3284.00 283.00 j ~ EXISTING GP,ADEIN THI5 AREA.
OPERATIONS AND CONSTRUCTION PHASE MONITORING TO ENSURE THAT ALL COMPACTION 1 ~ ~ / ' ~ - ~ ~ _ _ E S'~Rj / 3280:00 32 3.50 I I AFTER RAIS.NG GRADE FOR j ENTRANCE, MIN CLEARANCE ENGINEER;
IS COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE CONTRACTOR , SHALL PROVIDE TESTING REPORTS TO THE OWNER REGARDING COMPACTION TESTING PER ~ ~ <0 ? ~ A } '
THE TESTING PROTOCOL IN THE GEOTECHNICAL REPORT. ~ ~ ~ ~ / ~J ~ ~ ~ 3279.00 Qi; ° 3283,00. ~ ~ ~ SHALL BE APPROXIMATELY 1T. 3279.0 ~
~ ~ 15. COMPACTION OF ALL FILL MATERIAL BETWEEN THE FRONT AND REAR BUILDING LINES ly>~ co(,crete culvert 4°. ' ~ , 3 ~ STR. 306 {GRATE) ~ ' `a 3282.0 2' ` , 306 NCDOT STD 840.18 (HS-20
} Topelev=3,277.08' ~ ~ I ° d ~ ~ o ~ ~ °~~d ~ a o ORTH CAROLINA REGISTERED ~ ` ~ ~ ~ ° TO BE 95 /o STANDARD PROCTOR MUST BE CERTIFIED BY A N tn~ 3;z73.o 3278.90 ~ . ` RATED)
PROFESSIONAL SOILS ENGINEER PRIOR TO THE INSTALLATION OF CURB. THIS ' ~ 3Q4 STR. 304 {FGH) I 3281.00 1 I~ / , ~ ~NCDOT STD 840.03 (HS-20
THE CHIEF DEVELOPMENT INSPECTIONS. LOTS ~ ~ ' 3._ 6.50 CERTIFICATION WILL BE SUBMITTED TO WITH 2' OF FILL OR GREATER, AS DELINEATED ON THE CONSTRUCTION PLANS, WILL ~ 32 .60 ! X78.80 { ~ RATED) _
CERTIFICATION PRIOR TO ISSUANCE OF BUILDING PERMIT. THE 1' ~'s~;. ~ REQUIRE A COMPACTION \ d I 3P80.00 0 ~p
ENGINEER WILL ALSO PROVIDE A LETTER LISTING THOSE LOTS THAT REQUIRE ~ 327 .50 3278.00 FICATION. THOSE LOTS THAT RE UIRE COMPACTION CERTIFICATION COMPACTION CERTI Q ~ ~ ~ `1 278.70 ,~~1~' ~ 1~~~~~~9~
WILL BE INDICATED ON THE FINAL RECORDED PLAT. , ~ 3276.4 i ~ / - - -
a sz77.za i a. ° 16.) IT IS THE RESPONSIBILITY OF THE CONTRACTORTO OBTAIN QUALIFIED ~ n 32 ° 3z79.oo , 3, i - _ _ 215 Boone Heights Drive, Ste. 107
~ 3277.75 ~ ,~a ~ , PROFESSIONAL ADVICE WHEN UESTIONS ARISE CONCERNING DESIGN AND ( 3277.45 77.75 Q ~ 1 ~ ~ ~ i ~ a ~ 3; I ? ~ ~ ~ RETAINING W,4LL #2, MAX Boone NC 28607 32 8. 0 ~ HEIGHT OF 4' {"RIDGEROCK" r
EFFECTIVENESS OF EROSION CONTROL DEVICES. ~'ti ~ ~ ~ 3 75.33 1 3 3277.25 ~ . a . ° 327 ° a . ° 327 50 ~ 6 / ~ ~ MODULAR UNIT, DESIGNED BY 828-262-987
24 HR. CONTACT. MR. JASON GASTON [phone] { ~ , 3278.90 ~ OTHERS}
17.) A PORTION OF THIS PARCEL LIES IN THE FLOODWAY, IN FLOOD ZONE AE ,AND IN ~ ~ / 32~~ ° w---~._ www.valorengineering.com ° ~ / / PROPOSED 24" ROLL-OVER
"X" AS PER THE F.E.M.A. FLOOD INSURANCE RATE MAPS FOR WATAUGA ~ ' ~ ` ~ 275.17 ~ FLOOD ZONE _ EFFECTIVE DATE DECEMBER 3 2009. NEAREST BFE g~~ " ~ ~ ~ COUNTY MAP NUMBER 37102900007 UV u a C~u n~Y, ~ ~ ~ ~ 3275 , f CURB (35 L.F.}
OF THE BUILDING IS 3276.00. ~I UPSTREAM ~ Book of Records 272 page 889 , ~ ---3275 , - ' ~ EXISTING RETAINING WALL
Parcel'ID#', 2900-59-4 08-000 ' ~ ~~S MENT FACILITIES AND EROSION CONTROL MEASURES ARE TO g ~ I ~ 3274.65 18. STORMWATER MANAGE I I i ~ AND BRIDGE SEAL: - ~ gP
) TRUCTION ON THE SITE AND MAINTAINED ~ Zon d B-3 ~ r ~ ~ 3276.03 ` 3 •00 g27 BE ACCOMPLISHED PRIOR TO ANY OTHER CONS f 3275. 5 sv / ~ I~~ ~ aF ,FFF
COVER IS ESTABLISHED. STORM WATER MANAGEMENT SHALL ~ ( - UNTIL PERMANENT GROUND I RDANCE WITH COUNTY STATE AND OTHER APPROPRIATE ORDINANCES AND ' ~ - ~ l ~ ~ ~ ~ o C t t ~ ~ e'a66e A I eD s ~ P
BE IN ACCO ~ , ~ I 3275.35 ~ REGULATIONS IN EFFECT AT TIME OF CONSTRUCTION PLAN APPROVAL. ~ " ~ ~ , ~
~ ~ i ~ 1 3276.53 7 .81 ~ I ~ / I
HALL BE USED WHEN WORKING WITHIN THE VICINITY OF THE 1i ~ c A 19.} EXTREME CAUTIONS I 3275.15 EXISTING OVERHEAD POWER LINES. CONTRACTORS SHALL NOTIFYJCOORDINATE WITH ~ ~ ~i ~ r \ \ ~ r .
NEW RIVER LIGHT AND POWER COMPANY PRIOR TO CONSTRUCTION. 3 . 6 \ \ 327Q ~ • i ~ I ~ i ~ \ 3 69.50 / / ~ ( ~ / r ~ / ~
20.) ALL PUBLIC SIDEWALK SHALL BE BUILT WITH 5,000 PSI CONCRETE WITH FIBER 4" ~ ~ a \ ~ \ 1 a I
1 THICK AND 4" WASHED STONE UNDERNEATH. SIDEWALK TO BE SEALED WITH CONCRETE ' ~ 't ! ~ 1 i ~ / 1 ~ - ~ a 4
SEALER. ALL DRIVEWAYS SHALL BE 6" WASH STONE AND 6" 5 000 PSI CONCRETE WITH r 0~, ~ ~ I ~ I 48"cmp / W_ FIBER AND SEALED. ~ ~ j ~ J ~ a Q Top Eiev=3,n3s W.etla nd 2 Wetland 2 ~ _ ~ GASH `s
~ 1 - 1 t r j r ~ ~ ~ ~ my Eiev=3,z69s' ~ ~ ~ 0.01 dCre x.03. acre O:V dCI°S frFF~F11.1`t+` a ~
LEGEND ~ ~ ~ a ~ . - ~ i 13 j z ~ ~/ao t s ~ by Coordinate Geometry ~ ~ ~ ~ - ~
~a ' 7d ~ \ I ' ~ ~d!' i Parcel i 2900-69-3831-000 /
CONCRETE SIDEWALK AND PAVING ~ ~ + ~ I 3 4 6 ~t i ~ O I Zoned B-i / ~ ~ ~latauga Coun~,;y
~ / / / / 1 Book of Records 83 page 187
STANDARD DUTY ASPHALT PAVING / ` i ! 27 .8 l I ~ I ~ ~ ~ /I / / ` ~ Parcel ID# 2900-69-5774-000 ~ ~ j / ~ ~ Zoned B-1
I HEAVY DUTY ASPHALT PAVING / /
T flF ANK ~ ~ ~ ~ REVISIONS DATE
/ 1 NCDOT ASPHALT PAVING SPECIFICATION ~ , UT-~ reek
` ~ I 1 TOWN, TEMPLE, NCDENR 06/03/11
~ ~ ~ M 4 BANK EXISTING SPOT ELEVATION r ~ I f ~ ~ / 'i
3 5. ~ ~ y
I l~ J ~ ~ ~ PROPOSED SPOT ELEVATION ~ / ~ Wetland 3
~ ; ~ 0.083 acres/ I /
n~~ \ 3274.25 q ' f`; ~ EXISTING CONTOURS J ~ 3274.60 \ ~ ~ - ~ ~
~ ~ ~ ` / / j 25' STREAM BJFFER rte'- {FROM TOP 01= BANK)
PROPOSED CONTOURS I ~ i ' ~ ~ i ~
36" cmp / 30' VEGETATED SEl"BACK
~~c ~ Top Elev=3,271.3` ~ nv out=3,268.3' /
EARTHWORK CALCULATIONS ~ / 1 ~ ~
- +59 CY 3~ ~ REQ D CUT - 327 \
REQ`D FYLL = - 8,387 CY 5 F. ~ ~
ADDITIONAL CUT FROM PAVEMENT BASE _ +299 CY ~ - ° a ~ ~ 3276 r ADDITIONAL CUT FROM FOUNDATION = +243 CY ° . ,C' ° d ° ° " 4 ° 277.
ADDITIONAL CUT FROM DETENTION SYSTEM = +455 CY ~~s \ < . a 9 ~ Q a a ~"-~---.___3 _ 278
i _ _,o q 3 27g BALANCE: -7 331 CY ~4:
~v 3278.43 ~ ~ ` ~ v PR®JECT MANAGER: JEG
279.35 ,,a: a 8~ °?`~~1 ~ ~ , DRAWING BY: JEG
EARTHWORK NOTES: a;`o 3279.76 ; ' e
1.} A SHRINKAGE OF 15% WA5 USED FOR THESE CALCULATIONS. REQ'D \ CUT IS IN SITU CUT: ~~y a - - ~ ~ JURISDICTION: TOWN OF BOONE
6 S`n ° ° a DATE: 05/24/11 i 3280
RTED FFSITE SHALL BE ~ 2. ANY SOIL MATERIAL TO BE TRANSPO 0 ~ ° 3283 3281 -
EXPORTED TO A SPOIL SITE APPROVED BY THE GOVERNING JURISDICTION. r F EARTH M VING ACTIVITIES THE CONTRACTOR SHALL AT THE START 0 0 ~ - ~ ~ SHEET TITLE:
PROVIDE THE TOWN OF BOONE WITH A COPY OF THE APPROVED SPOIL SITE b . ' .a~. c-'C
PERMIT. r°~° 36"cmp STR. 100 (GRATE) ~ a r~J° __-rr
Top Elev= ,z7ss' 100 NCDOT STD 840.18 (HS-20 RATED) my out=3, 7zs CONNECT TO ISOLATOR ROW
® I
STR. 400 (FUTURE JB} ! 400 NCDOT STD 840.34 200 STR. 200 (HW
I
202 STR. 202 (OCS) ~ PROPOSED TIE-IN TO EXISTING CONCRETE PAD SHEET NUMBER:
STR. 302 (FGH}
302 STR. 302 PROPOSED CONCRETE ISLAND NCDOT S' 302 NCDOT STD 840.03 (HS-20 RATED) _ _ '
PROPOSED LIMITED ACCESS DRIVEWAY 300 STR. 300 (J PROPOSED 5' SIDEWALK {PUBLIC) i~ ~ i SCALE: 1n = ~~I STR. 300 (JB) FILL AROUND EXISTING UTILITY ~ ~ a 300 nlrnnT crn szdn za _ ~ 70 1 n n 70 411
~K-IIV-K-UU I UINLY, NUUU I FAV1NU bf M,) u - CONNECT T CONNECT TO ISOLATOR ROW POLE (AS NECESSARY)
- i
402 STR. 402 (GRATE) NCDOT STD 840.18 (HS-20 RATED) SCALE IN FEET
GRASS SWALE Knorr uuhat°s .,.,-v FILE NUMBER: 007°001
Ca I I before you dig
I

PROJECT:
~ ~ i , ~ . 'ter
OUTLET C L TUCTo
T C DETAIL
~ 'I~ ' a
T
~i~T i ~iu~ ~ i i P
EYE-BOLT-HINGE DRILLED & GROUTED IN PLACE (SEE NOTE 1}
MIN. COVER TO ~ ~ ~
~~~~~~~~~~~~~~i~~~ To RIGID PAVEMENT, H ~~Y~~~~ ~ ~ 1ENT, H ~ ~ ~ ~ ~ U\ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
ADDRESS:
~
6" _ NEAR 109 4NEST KING To
- B C
SPRINGLIKE - -
FL0~1 - RECOMMENDED MINIMUM TRENCH WIDTHS
PIPE DIAM MIN. TRENCH WID~I"H DEVELOPER:
4" FOR 12"-24" PIPE ~ ~ 4" 21"
6" FOR 30"-60" PIPE MIN. TRENCH WIDTH
I NOTES: 0 FL (SEE TABLE} 6" 23"
6" UNDERDRAIN 1. ALL PIPE SYSTEMS SHALL BE STEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR li
{INV. =3270.58} NOTES: UNDERGROUND INSTALLATION C 'INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATI( TION 10" 28" i
i.) 3J4" ANCHORED BOLTS (EMBEDDED 3") 2, MEASURES SHOULD BE TAKEf iHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL WHEn 12" 30" ; a ~I
0 3. FOUNDATION: WHERE THE Tf <; _ V: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEP 1E 15" 34"
ENGINEER AND REPLACE WITH S REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AP -ION OF THE „
o DESIGN ENGINEER, THE TRENCH I STORMTECH TIE-IN .ER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 18 39 ~ ~a, t' f ~
4. BEDDING: SUITABLE MATERI iUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMEP RIAL 24" 48"
SPECIFICATION TO ENGINEER. U TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNES ~mm) FOR 30" 56"
Io 4"-24" (100mm-600mm}; 6" (151 3" 3" -6DOmm}; 6" (150mm} FOR 30"-60" (750mm-900mm). 36" 64"
5. INITIAL BACKFILL: SUITABLE f KFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT L :CROWN
OF PIPE. THE CONTRACTOR SHAT AS REQUIRED IN ASTM D2321, L DNTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. I - ;INSTALLED 42" 72" N ASTM D2321, LATEST EDITION. 48" gD„ CONTACT: MR. STEVEN PRICE, AIA
3..
6. MINIMUM COVER: MINIMUM Ct GROUND SURFACE. ADDITIONA( VER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS OF PIPE TO 54" 88" SCE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPIICATI~ iER, H, IS
12" UP TO 48" DIAMETER PIPE AP )IAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE EXIBLE 60" 96" ENGINEER:
PAVEMENT OR TO TOP OF RIGID ' I-0 TOP OF RIGID PAVEMENT.
MINIMUM RECOMMENDED COVER BASED ON LOADING CONDITIONS ~ -
SURFACE LIVE LOADING CONDITION '
PIPE DIAM. H-25 HEAVY CONSTRUCTION '
(75T AXLE LOAD) * -
12" - 48" 12" 48"
54" - 60" 24" 60"
* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL
covER 215 Boone Heights Drive, Ste. 107
~i O E EIG ET Boone, NC 28607
828-262-9807
I
www.valorengineering.com
18" HDPE OUTLET PIPE
{INV. =3270.58) SEAL:
~\~8'au~ e0o.
1\ e v ~ 1 a n'~
OUTLET C TL STCTEo
TOP P IE1N
d~
~'°ra~~ GASH\~'\~ 'd1j~lli.i l"151\
TLET COT L TUCT E a REVISIONS DATE
O TLET C T L STCT a OCS ACCESS MANHOLES (TRAFFIC RATED TOP} ECTI 1 TOWN, TEMPLE, NCDENR 06/03/11
ECTIO TOP = 3275.15 --______^~1
-iii a, _.--_.-________iii-iii-iii-iii-iii=iii(~,i~
' l i i t I-III-III-III-III III , ~ a 1 1 I-III-III-i I I-III- I I ~ i l' ' l i I i I-III-III-I I-III-I I I
_ d did G ~ad _I - °a a -
~ - - - ~ a °a - - - - li I~- - - -
- - I _ ~ _ _ _ ~ ~ 4' EMERGENCY SPILLWAY WEIR , ~ _I I I_)
~ ~ ~ (INV. - 3273.16}

2.25' D.5' 2.25'
4.5" WEIR
(INV. = 3272.35)
~ a in
v PROJECT MANAGER: JEG 18" HDPE OUTLEr PIPE JEG
STORMTECH TIE-IN ~ (INV. =3270.58} DRAWING BY:
6" ORIFICE (INV. = 3271.7) 1 JURISDICTION: TOWN OF BOONE
~ / DATE: 04/01/11
18" HDPE OUTLET PIPE STORMTECH TIE-IN
(INV. =3270.58} SHEET TITLE:
6" UNDERDRAIN a
~ (INV. =3270.58) as
BOTTOM = 3270.58 a an a
_ _
TRASH RACK -"°-'~y-J _ SHEET NUMBER:
4'
5' ~ ~ I' SCALE: 1.. =1•
i~ 1 n.5 n 1 2
i

SCALE IN FEET
Knowwhat°s C FILE NUMBER: 007-00$
ER1 before you dig

~A~~~/'" ~Uj
(164) STORMTECH SC-310 CHAMBERS
INSTALLED WITH 6" COVER STONE, 9" BASE STONE, 40% STONE VOID
INSTALLED SYSTEM VOLUME (PERIMETER STONE INCLUDED) = 6,316 CF
88.89'
86.60'
UTC 0-310 CHA E IN HALF
(TYP. OF 18}
IIM 12.5' F 288 CLASS 1
~ GEOTEXTIL OV B I G STONE FOR
PROTECTION AT ALL BER INLET ROWS
'~s
-DLD SIZED TO HANDLE CFS MAX.
RATE (SIZE TBD BYE GI ER /SEE
;EET 7 FOR IF L SIZING
CE / HO NASA N-1212" 12'°)
INSPECTION PORT (TYP OF 3) ~ .FABRICATED END CAP
~ C31012B
ALL SC-31012" AND
'c' c~ ~ ~'OR ROW CONNECTIONS
_ r
M ~
~ N 'o ~ ~
ISOLATOR ROV1/
~I~;~ =HALL PERFORATED ADS -12 UNDERDRAIN
~ }
'BD B ENGINEER ! O S 6"
STRTRI _ OPOSE
WEIRS PER - _:'S PLANS
(DESIGN BY ~ !PROVIDED
BY OTHERS
MANIFOLD 1 _ _ _ _ 4.1 CFS MAX. FL
MANIFOLD TO HANDLE 8.6 CFS MAX.
FLOW RATE (SIZE TBD BY ENGINEER / RATE (SIZE I EER 1 SEE TEC
SEE TECH SHEET #7 FOR MANIFOLD SHEET #7 F~ - = L SIZING GUIDA CIE
SIZING GUIDANCE /SHOWN AS ADS _ p SHOWN AS : - 12" X 12'°}
N-12 12" X 12") ~ j ISOLATOR ROW
STRUCTURE (RELOCATED) WITH
PROPOSED WEIR PER ENGINEER'S OUTLET CONTROL STRUCTURE PER
PLANS (DESIGN BY ENGINEER / ENGINEER'S PLANS (DESIGN BY
PROVIDED BY OTHERS) ENGINEER /PROVIDED BY OTHERS)
12" PREFABRICATED END CAP
PART # SC310EPE126
TYP OF ALL SC-310 12" AND
ISOLATOR ROW CONNECTIONS
-
DATE DRAWN CHECKED DESCRIPTION
2/23/11 SKR KS PER ENGINEER'S COMMENTS
3/23/11 AEC KAM MOVE CHAMBERS INTO AREA DESIGNATED BY ENGINEER , ' i+ 5/13/11 AEC KAM ADD TWO ROWS OF CHAMBERS PER ENGINEER'S REQUEST a~ C ~ i~1~ J
Defention•Retention•Recharge snfion®Recharge
Subsurface StormwaTer Management" agement~'
20 BEAVER ROAD, SUITE 104 JT 104 / °
THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO STORMTECH UNDER THE WETHERSFIELD, CT 06109 06109
a DRAWN: AEC SCALE: NTS
SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE
!LwA 6 DIRECTION OF THE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE DESIGN ENGINEER V: 888-892-2694 s DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET F: 866-328-8401 1
ADVANCED DRAINAGESYSTEAAS, INC. ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. WWW.STORMTECH.COM i.conn CHECKED: KS PAGE: 1 OF 1