|
DocuSign Envelope ID:070B6BC7-CDE2-4AO8-BE62-07FA6BFDO53B
<br /> m
<br /> BUILDING
<br /> ORANGE COUNTY
<br /> w
<br /> DB 205 PG 242 a o
<br /> 100-YR FLOODPLAIN I LENGTH VARIES
<br /> PB 102 PG 36 ,
<br /> PIN 9874153612 /\
<br /> GEOTHERMAL WELL FIELD ! M f 1 X � ' 1 S U ❑ P E A
<br /> TIE TO
<br /> PB 110 PG 91 I
<br /> I
<br /> i
<br /> EXISTING GRADE
<br /> j
<br /> EX P-3: CO
<br /> 1 0
<br /> r 75.86'OF 6"HDPE _ _ ! z
<br /> SLOPE:5.93% ~ I O
<br /> EX P-6: * \\ i / Ln
<br /> 32.61'OF 8"HDPE .. I S
<br /> SLOPE: 1.01% \�_ I W
<br /> NDERGROUND ELEPHONE LI TAKEN FROM _
<br /> PLANS 8 RM&N DATED RlL 19,2013
<br /> �\`R1M 51 5 �X ST-4 ` !I o
<br /> (APPROXIM E-NOT MARK FOR THIS SU EY) EX \� our=5o9.0 --- I I
<br /> ASPHALT ` I
<br /> I
<br /> R IS LNG DRAINAGE - \\
<br /> - I ° RIGHT OF WAY
<br /> a TR C E FO NEW 12"PIPE ��- P-5: \ �, I • 7 �• (` A� C� N
<br /> cb
<br /> ----- �-
<br /> 23.80'OF 12"HDPE P-7:
<br /> SLOPE: 1.00% P O
<br /> 59 06'OF 8"HDPE � /
<br /> SLOPE: 1.00% I o
<br /> 1M=506.5 / .� ,.' /_ ST-6 (DI) -- LU I d Z WOW x
<br /> �s! =504.5 N Z J r o o J m
<br /> =504.5NE --�yl RIM=505.84' c GRA ED AL � �ozo2-5�mUz
<br /> l =504.5SE EX ST-3 ^ - INV IN=504.94'(P-7) EE D AIL,PHIS i o Q U a U o�L J o z W
<br /> Wao-o
<br /> I _ T045S o INV O T=504.74' P-5 F A10NEX' S ET o / c� z >w0W->�QWw�
<br /> ( PI OVI EC EANOU j 2 ¢ o <oo�a¢��°mow
<br /> J E
<br /> ASPHALT ( 5 0 a o _o � z Z o
<br /> O ON LF F "I dP
<br /> - � � 00 D IN IPE`�, I OC7 W � °w=aaw¢wwozJ
<br /> fEMAlONE" �R" ry�G WATERPROOF T z ~ U0=W a r-
<br /> ¢�L.�aaicxm>mx
<br /> REP AC "TC� ° C4 z o x o cc z x a o BASEMENT WALL TO ! C7 G] z o wzr0�ao�o�W
<br /> WI 8"PVC FILL STAIRWELL Sit !I F- x z z
<br /> EXISTING GROUND, >C��
<br /> Fc, �- W � zC��zQo�=xwc5
<br /> WITH FILL DIRT REPLACE MEET EXISTING
<br /> CLEANOUTS ON 5 LF 64 LF,5'HIGH ¢¢ a
<br /> I HALT,CURB GRADE.FINISH OF 6"HDPE ROOF EX P-13: ® w ° U Z o z z x o J
<br /> W n U F F p U
<br /> WA/R1E/ERYAAT Q 7 W O Z W K
<br /> AND GUT TE 10 AE" WITH SOD. DRAIN PIPES CLEANOUT ON 5 LF OF 6" 17.99'OF 8" °HDPE W <z J z a o o a a o 0
<br /> f I AND SOD S HDPE ROOF DRAIN PIPE SLOPE: 1.00/o \ V GRASSED SWALE DETAIL x W J m m m Z
<br /> / .� WATERPROOF BASEMENT Z
<br /> N DED ,. 8"x6"WYE \ �I
<br /> WALL TO EXISTING ST-14 (DI) 0 m ��-
<br /> ST-2 GROUND,45 LF,5'HIGH CLEANOUT ON 14 LF OF 6" \ RIM=510.20'
<br /> HDPE ROOF DRAIN PIPE INV IN=504.29'(EX P-13) w w
<br /> LNOG=511. ' CLEANOUT ON 5 LF OF 6" INV OUT=504.09'(P-12) Cp F ui ui
<br /> EX ST-5 HDPE ROOF DRAIN PIPE V w o w o
<br /> TWO STORY BRICK j U m ZD
<br /> 15^RCP = GOVERNMENT ANNEX 6"x6"WYE , ---_o' U) W
<br /> T=501.2 ! _ RNMENT SERVICES I REPLACE BRICK Q o o
<br /> A
<br /> 208 S.CAMERON ST. ! SIDEWALK
<br /> w w
<br /> / EX P-4: FINISHED FLOOR ELEV=512.11 511 4 SEE DETAIL SITE BENCHMARK w " w
<br /> 25.01'OF 8"HDPE �' RRS SPIKE IN UTILITY POLE w
<br /> SHEET D-1 (D a z LU Q o
<br /> SLOPE:2.80% -� ELEV.=515.44 z } Q > } LU
<br /> WATERPROOF BASEMENT w fP-12: NA '88 � 2? m Cl) o
<br /> I eRi SIDEWAL eRic Ano 55.22'OF 12"HDPE U Q U �o z ¢ o
<br /> WALL TO EXISTING SLOPE: 1.00% � � `v
<br /> o of (D Q (D � o
<br /> ' I GROUND,27 LF,5'HIGH s W
<br /> / I 8"x6"WYE SIGN CONCRETE 0- 0- o o
<br /> / SIDEWALK NOTES:
<br /> S11 0 SEE DETAIL 1. NEW PIPE CONNECTIONS TO EXISTING DRAINAGE
<br /> a� SHEET D-1 STRUCTURES SHOULD BE WATERTIGHT. \� FARO"',/%
<br /> / CLEANOUT , P-16: 2. CONTRACTOR SHALL REUSE EARTHEN MATERIALS � ° °
<br /> ' is-c ! 0 30'OF 8"HDPE 0�°° °ESS/ 2
<br /> _ FROM CUT AREAS AS FILL WHERE NEEDED, IF o of _4%°°°0-9
<br /> R ARIAN E T-17 -- CONNECT TO --- a° I SLOPE: 1.00% _ ° � 9
<br /> - '�- DEEMED SATISFACTORY. IMPORT FILL WILL BE °Q <
<br /> TREAM BUFF Noc=Sns „ DOWNSPOUTS AND RIM=511.8 - SEAL
<br /> PROVIDE CLEANOUTS I! OUT=508.6 REQUIRED AND SHALL BE CLEAN WITHOUT STUMPS, 0 24627 =
<br /> I, FILL RAMP WITH ON 5 LF OF 6"HDPE Ij o ROOTS, OR ROCKS. ol
<br /> O
<br /> ROOF DRAIN PIPES °° <v
<br /> F
<br /> - FILL DIRT TO I ST-19 (DI) 3. ALL DISTURBED AREAS WITHIN CONSTRUCTION OR ° � o
<br /> M 50 .1 N
<br /> G E J
<br /> I 1N=5 _ MEET EXISTING RIM=510.00' ACTIVITY LIMITS SHALL BE SMOOTH GRADED % 9 ° ....... \
<br /> O =503.1 --- GRADE ON 8"x6"WYE INV OUT=504.14'(P(18)) Q S�
<br /> I CONN T EX ST 6 ° SEEDED, AND MULCHED ONCE THOSE AREAS ARE A
<br /> EXISTING URB SOUTH SIDE OF WATERPROOF BASEMENT WALL TO COMPLETE.
<br /> �eMn I AND UTTER AD 'I WALL. FINISH EXISTING GROUND, 150 LF,5'HIGH - P 18 4. SEDIMENT SHALL BE CONTROLLED AT ALL TIMES 09-04-2020
<br /> WITH SOD. 51 I 12.06'OF 12"HDPE
<br /> OR GE CO Y CLASS B RIP P REMOVE ON OINT O c i T' "t " _- �a - - -- ! AREAS.NOT ALLOWED TO ENCROACH ANY PAVED
<br /> �` SLOPE:5.00% AND
<br /> 15,% RCP A REPLACE " - -- ! ST-13 DI o
<br /> DB 205 PG 2 I L - ue I ( )
<br /> ULONG X 12" ICK V�ITH FE �e "e °e i%;='HI-' I 5. ALL LANDSCAPING THAT IS DISTURBED SHALL BE '� a)
<br /> PB 102 P 36 EE I GE 5 !i RIM=510.00' REPLACED IN KIND. ALL AREAS DISTURBED BY v
<br /> P1N987 153612 , ASPHALT I INV IN=503.54'(P 12) >
<br /> 3
<br /> v
<br /> / / - . CONSTRUCTION SHALL BE RESODDED WITH GRASS
<br /> 503.8 - INV IN=503.54'(P-16) W m
<br /> _- - ue _ MIXTURES TO MATCH EXISTING LAWN.
<br /> -----=
<br /> OUT=500.9 r i --- - - INV IN 503 54'(P(18)) 0 x
<br /> - --------------/ = 3 w
<br /> _ �� EX S 12 INV OUT 503 34'(P 11)
<br /> OUT=S .0 � Z
<br /> $Q----- 15"RCP I 15"RCP ' 12 fE IQNE TEAR" � P-11: W
<br /> - -'`-- "e R1M=505 44.38'OF 12"HDPE m C°
<br /> RIM- 07.55 ----_
<br /> O =499.47 '-- ---____ / IM=502.3 � I "RCP "e--- - e Z
<br /> � x
<br /> -Oe-- -Oe--- 1N=50 .9 SLOPE: W L M
<br /> ue U I`
<br /> - - - IN=500.1 m FMAIONEX" REPLACE CURB G m
<br /> OUT=500.1 � 5 EX - O U =502.7 io��// � a
<br /> 10, I RAMP
<br /> EX ST- - _ IM=504.3 F IDNE A "
<br /> Z H
<br /> / ' a
<br /> / --- ---- ----- IN=501.7
<br /> 0
<br /> RIM=502.81 ® /Ij
<br /> ---------- ------------ OUT=501.5I Z x
<br /> IN=498.6 , ____- R -CORE EJCISTIN DRAINAGE i G Q 00 M
<br /> OUT= 8.27 -_--__ RUCTURE�O EW 12"PIPE , j W 00
<br /> I
<br /> '----- ------ -------- 1 "oiP ASPHALT ° x I-N c
<br /> - m o
<br /> c
<br /> M
<br /> Z I`'6
<br /> 1Pp o CASTING SPECIFICATIONS: > m� E
<br /> RIM=504.62 ----___ _ _ REPLAC CURB I _ � � �� E
<br /> I� IN=498.95 -------------- - RAMP 1. GRAY IRON CONFORMING TO ASTM A48 CL35B. N m
<br /> OUT=49 . 5 --- l 3/4" m n X o •• N
<br /> �i ASPHALT ! _ 2. DUCTILE IRON CONFORMING TO ASTM A536 GRADE 80-55-06. 1 1/16" m x w
<br /> ---- 3. CASTINGS TO BE MADE OF RECYCLED MATERIALS,75%CONSUMER
<br /> ------ / !i WASTE. U J M 2> 3:
<br /> 10' KE ENERGY E SEMENT _ _
<br /> \` II DB 5905 P 73 / ?- ----- 4. CASTINGS SHALL COME FROM A NCDOT APPROVED FOUNDRY. C°
<br /> I
<br /> 5. CASTINGS SHALL BE UNIFORM QUALITY,FREE FROM SAND HOLES,GAS M
<br /> c N
<br /> ----------- -- � � HOLES,SHRINKAGE,CRACKS,AND OTHER SURFACE DEFECTS. c.0 y
<br /> CASTINGS SHALL BE REASONABLY SMOOTH AND WELL CLEANED BY co C°
<br /> ue ue ue
<br /> ' m SHOT BLASTING.SURFACES OF THE CASTINGS SHALL BE FREE FROM
<br /> ASPHALT � ------ --- ! M
<br /> ue a ua a Oe __ I, BURNED ON SAND AND SHALL BE REASONABLY SMOOTH.RUNNERS,
<br /> ue "e Ue Oe II RISERS,FINS AND OTHER CAST-ON PIECES SHALL BE REMOVED FROM 15/16"
<br /> L[Ln
<br /> CASTINGS AND SUCH AREAS SHALL BE GROUND SMOOTH.BEARING
<br /> II SURFACES BETWEEN MANHOLE RINGS AND COVERS SHALL BE CAST 2 114"
<br /> OR MACHINED WITH SUCH PRECISION THAT UNIFORM BEARING SHALL PLAN OF GRATE PLAN OF GRATE
<br /> ! BE PROVIDED THROUGHOUT THE PERIMETER AREA OF CONTACT. SECTION WEIGHT OF GRATE= 132 LBS. WEIGHT OF GRATE=126 LBS. SECTION V J
<br /> NOMINALLY,CASTINGS DIMENSIONAL TOLERANCES SHALL BE+/-1/16" �j
<br /> PER FOOT.ALL CASTING WEIGHTS ARE AVERAGE AND APPROXIAMTE M 23 11/16" `�' 24" �°
<br /> ANGE C NTY VALUES MAY VARY+/-5%. `'j 7/8" 1 1/16" N
<br /> 6. TRAFFIC SERVICE CASTINGS SHALL MEET OR EXCEED THE LATEST O
<br /> C 1 3/16" 1 1/2"
<br /> DB 205 P 242 ! STANDARDS OF AASHTO M306-XX.THE CASTING SHALL BE TESTED ON
<br /> PB 1 PG 36 Ij A SUITABLE AND CALIBRATED LOAD TESTING MACHINE AND THE
<br /> I CASTING SHALL HOLD A 40,000 POUND PROOF LOAD FOR ONE MINUTE
<br /> Pl 9874153612
<br /> � II WITHOUT EXPERIENCING ANY CRACKS OR DETRIMENTAL PERMANENT SECTION OF GRATE SECTION OF GRATE r ,
<br /> DEFORMATION.DUCTILE IRON CONFORMING TO ASTM A536 GRADE V
<br /> v 100-YR FLOODPLAIN I 80-55-06. N 7
<br /> N.'845,432.55 7. EACH CASTING SHALL BE IDENTIFIABLE AND SHOW,AT A MINIMUM,THE 2 1 2'-1 1/2"SQ. L
<br /> E:1,971,511.21
<br /> FOLLOWING:NAME OF THE PRODUCING FOUNDRY,COUNTRY OF
<br /> Z I 2'-0"
<br /> INTERPOLATE[ + 2'-1/4"SQ.
<br /> ______------------------"-_"I MANUFACTURE,ASTM MATERIAL DESIGNATION,RECYCLE SYMBOL, 1
<br /> ----- I INDIVIDUAL PART NUMBER AND CAST OR HEAT DATE.CASTINGS SHALL
<br /> N 87'51'48" E -284.09'--.- j INCLUDE ALL LETTERING AS SHOWN ON THE SPECIFICATION
<br /> DRAWINGS. 1'-8" T
<br /> -- I
<br /> I
<br /> �-------- -- -- -- - - -- -- -- 2'-1 7/8" O
<br /> \ i CLASS„A„ � 2'-5 1/4" - N
<br /> I CONCRETE COLLAR GRATE AND FRAME SECTION OF FRAME SECTION OF FRAME C) J
<br /> I o 292 SQ. IN.OPENING AREA FRAME I 268 SQ. IN.OPENING AREA �:) z =REVERSIBLE
<br /> ° WEIGHT OF FRAME=120 LBS. WEIGHT OF FRAME=65 LBS. j
<br /> as TRAFFIC BEARING NON-TRAFFIC BEARING �1 w O
<br /> I 1/2"DOWEL PIN a
<br /> TUSCANY, LLC I 24"X 24"DRAIN,GRATE,&FRAME �"� 2 0� OAS
<br /> (2 FOR EACH SIDE) 24"X 24" DRAIN, GRATE, & FRAME
<br /> DB 2045 PG 12 a U m
<br /> GENERAL NOTES : w
<br /> PB 102 PG 36 1. MORTAR JOINTS 1/2"+/ 1/8"THICK. w
<br /> ' PIN 9874152266 0
<br /> 2. USE CLASS"A"CONCRETE THROUGHOUT. 1 Cl) U)
<br /> 3. USE FORMS FOR CONSTRUCTION
<br /> I\ ,� 4. DEDUCT FROM PI E(S)FOR TOTAL OCU YDOSROF BRICK MASONRY. (� J U-^
<br /> d 8"MIN. 5. USE#4 BAR DOWELS AT 12"O.C.
<br /> 6. USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS OF NCDOT SECTION 840 OF THE
<br /> SOLID STANDARD AND SPECIFICATIONS(LATEST REVISION). PROJECT NO.
<br /> MASONRY 7. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER T-6"IN DEPTH AT 12"O.C..DEPTH SHALL BE MEASURED FROM
<br /> VARIES a THE TOP OF GUTTER TO INVERT.GALVANIZED REINFORCED STEEL SHALL NOT BE USED FOR STEPS.SEE NCDOT 20_00 /�
<br /> • ° STANDARD DRAWING#840.66. 4
<br /> a 8. A CONCRETE BASE PAD PER NCDOT STANDARD DRAWING#840.00 SHALL BE ADDED FOR REINFORCED CONCRETE PIPES DRAWING NAME:
<br /> • - SET AT THE FLOOR SLAB.
<br /> ® GRAPHIC SCALE a CLASS"A"CONCRETE 6" 9. FOR BASINS 8'-0"IN DEPTH OR LESS USE 8"THICK WALLS. IF DEPTH OF BASIN IS OVER 8'-0",WALL THICKNESS SHALL BE
<br /> CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949)AT 10 0 5 10 20 40 V u 12"FROM TOP TO 6'-0"IN DEPTH AND 8"FOR THE REMAINING DEPTH OF THE BASIN. 20-0014 S
<br /> LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION 10. CONSTRUCT WITH PIPE CROWNS MATCHING.
<br /> OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CROSS SECTION OF BASIN 11. CHAMFER ALL EXPOSED CORNERS 1". SHEET NO.
<br /> CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE (IN FEET)Know what's b@IOW. 24� X 24� DROP INLET DETAIL
<br /> THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". REPORT 1 inch- 20 ft. �_�
<br /> ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. -
<br /> C111 before you dig. NTS
<br />
|