20191628 Ver 3_Mingo Creek Drawings_Updated_202205_20220602

DocuSign Envelope ID:74472CB4-9F794CFF-BD30-EBBC8B0F7DC4
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N.C. C-5604HA Ll
STATe PROl.NO. .A.PROl.NO. DeSCRiPT[ON
Lock,,„ TO)" OF NIGHTDALE 43714.1_10 CMAO-0512_13 PRE—ENGINE
K --H1e BUS ° 43714.2.10 CMAQ-0512_13 WV & UTIL
°7 264 PUBLIC WORKS DEPARTMENT
264 as 43714.3.10 CMAQ-0512 13 CONSTRUCTION
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TOWN OF KNIGHTDALE PROJECT #ZCP- 11 - 18 --------i----------- ------GIN
PR B JECT 0 1& Q 6 e R rt In t
MINGO CREEK
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ew��F 87 GREENWAY EXTENSION
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BILL SUMMERS JAMES ROBERSON
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TOWN MANAGER MAYOR
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VICINITY MAP PROJECT LOCATION
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BEGIN CONSTRUCTION S
-L1 R- STA. 14+34.85 Noy j o
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MING EK PARK
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END CONSTRUCTION
-L6- STA. 94+10.36
0 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF KNIGHTDALE AND/OR NCDOT OONOI IR RENT REVIEW APPR VAI
STANDARDS AND SPECIFICATIONS. CITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes.This limited review,and authorization for construction is not to
Prepared by: I ENGINEER be considered to represent total compliance with all legal requirements for
GRAPHIC SCALES PROJECT LENGTH p�11 CAROj`o, development and wnstruction. The property owner,design wnaultents,and
ice;'EES S%�••y9�� wnboom.are each responsible for wmpli—,with all applicable City,State
LENGTH OF ASPHALT TRAIL = 1.08 MILES �° v9• and Federal laws.This spa 8c au horaadon below is not apermit,nor shall it be
Alb�nginwdng BE,PLLC l: wnstrued to It an tl f City,300 150 0 300 600 a,,,-W`Bl—uWB0IX Npt"°, SEAL perm vspa pnp YSate or Federal Law.All Construction
ease 1 shg..I NC Llrenw/P tm1 033609 must be in acwrdance with all Local.State,and Federal Rules and Regulations.
LENGTH OF CONCRETE TRAIL = 0.17 MILES
D���A
LENGTH OF BOARDWALK = 0.04 MILES /j�;oW's 5/18/202z yF PUBLIC UTILITIES
PLANS
MICHAEL S. REPSCH, PE
TOTAL LENGTH OF PROJECT = 1.29 MILES SIGNATURE:
PROJECT ENGINEER Town cerunreuon.
This design hea been revicwedbythe Engineer for Nent St—in
t of RnighWele,and to[he beatofmyknowledge end belief,it
onforms w tM1e ra3uiamen�s ea�ablishN in rM1e SmndaN Specifications oftM1e Town ofKnigM1tdale.
CHRIS J.ALLEN y
Town Engineer
PROJECT DESIGN ENGINEER Thae plans are approved by the Taxm of KnighWale and serve as wnattuction plane for thisproject.
By: Dare:

I DowSign Envelope lD:]44]2C34-9F]9-4CFF-BD30-EBBCBBOF]DC4
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I Q. PROJECT REFERENCE NO. SHEET NO.
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I 2018 ROADWAY ENGLISH STANDARD DRAWINGS
I
INDEX OF SHEETS GENERAL NOTES: 2018 SPECIFICATIONS alto
I
SHEET NUMBER SHEET The following Roadway Standards as appear in"Roadway Standard Drawings"Highway Design Branch-N.C.Department of Transportation-
I GRADING AND SURFACING OR RESURFACING AND WIDENING: Raleigh,N.C.,Dated January,2012 are applicable to this project and by reference hereby are considered a part of these plans: Alfa Engineering SSE,PLLa
1 TITLE SHEET s+ssr STD.NO. TITLE MV..I NC u.rsam-iwl
I 1-A INDEX OF SHEETS,GENERAL NOTES,AND STANDARD DRAWINGS THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS.WHERE NO GRADE LINES DIVISION 2-EARTHWORK
1-13 CONVENTIONAL SYMBOLS ARE SHOWN,GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A 200.02 Method of Clearing-Method II
PROPER TIE-IN. DIVISION 3-PIPE CULVERTS
I 2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS
300.01 Method of Pipe Installation
CLEARING: DIVISION 6-ASPHALT BASES AND PAVEMENTS
213-1 THRU 213-4 ROADWAY DETAILS 654.01 Pavement Repairs
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
DIVISION 8-INCIDENTALS
I 313-1 ROADWAY SUMMARY METHOD II. 838.27 Reinforced Concrete Endwall-for Single 60"Pipe 90 Skew
838.33 Reinforced Concrete Endwall-for Single 66"Pipe 90 Skew
313-1 THRU 313-2 DRAINAGE SUMMARIES
I SIDE ROADS: 838.45 Notes for Reinforced Concrete Endwall-Std.Dwg 838.21 thru 838.40
3P-1 PARCEL INDEX SHEET 840.00 Concrete Base Pad for Drainage Structures
THE CONTRACTOR WILL BE REQUIRED DO ALL NECESSARY WORK TO PROVIDE
I 4 THRU 10 PLAN AND PROFILE SHEETS SUITABLE CONNECTIONS WITH ALL ROADS,
840.840.01 Brick Catch Basin-12"thru 54"Pipe
DS,STREETS,AND DRIVES ENTERING THIS PROJECT. 02 Concrete Catch Basin-12"thru 54"Pipe
I THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
840.03 Frame,Grates and Hood-for Use on Standard Catch Basin
TMP-1 THRU TMP-lB TRANSPORTATION MANAGEMENT PLANS INVOLVED. 840.14 Concrete Drop Inlet-12"thru 30"Pipe
840.15 Brick Drop Inlet-12"thru 30"Pipe
EC-1 THRU EC-17 EROSION CONTROL PLANS DRIVEWAYS: 840.16 Drop Inlet Frame and Grates-for use with Std.Dwg 840.14 and 840.15
I N 840.25 Anchorage for Frames-Brick or Concrete or Precast
Z SIGA THRU SIGH SIGNAL PLANS 840.31 Concrete Junction Box-12"thm 66"Pipe
O DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD.848.02
UO-1 THRU UO-10 UTILITY BY OTHERS PLANS USING 3'RADII OR RADII AS SHOWN ON THE PLANS.LOCATIONS OF DRIVES 840.32 Brick Junction Box-12"thm 66"Pipe
w840.34 Traffic Bearing Junction Box-for Use with Pipes 42"and Under
WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.X-A CROSS-SECTION SUMMARY SHEET 840.45 Precast Drainage Structure
I
UTILITIES: 840.46 Traffic Bearing Precast Drainage Structure
X-1 THRU X-64 CROSS-SECTIONS 840.66 Drainage Structure Steps
SB-1 THRU 5B-8 STRUCTURE PLANS UTILITY OWNERS ON THIS PROJECT ARE 848.01 Concrete Sidewalk
I 848.05 Curb Ramp-Proposed Curb& Gutter
I CITY OF RALEIGH -(SEWER)
848.06 Curb Ramp-Existing Curb&Gutter
CITY OF RALEIGH -(WATER) 876.01 Rip Rap in Channels
ATLD (DISTRIBUTION)-(PHONE) 876.02 Guide for Rip Rap at Pipe Outlets
I
DUKE ENERGY-(POWER)PSNC ENERGY-(GAS) DIVISION 9-SIGNING
I
TIME WARNER CABLE-(CABLE TV) 904.10 Orientation of Ground Mounted Signs
904.50 Mounting of Type'D','E',and'F'Signs on'U'Channel Posts
I ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS,
EXCEPT AS SHOWN ON THE PLANS. DIVISION 11-WORK ZONE TRAFFIC CONTROL
1101.01 Work Zone Advance Warning Signs for Two-Way Undivided Facilities
CURB RAMPS
1101.02 TemprO°ry Laned Closures
I
1101.04 Temporary Shoulder Closures
I CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS.
1101.11 Traffic Control Design Tables
CONSTRUCT ALL CURB RAMPS ACCORDANCE WITH CITY OF RALEIGH STANDARDS. 1110.01 Stationary Work Zone Signs
1101.02 Portabel Work Zone Signs
1115.01 Flashing Arrow Boards
-p 1130.01 Drums
1135.01 Canes
mz 1150.01 Flaggers
1165.01 Truck Mounted Attenuator
1180.01 Skinny Drums
I �
r, DIVISION 12-PAVEMENT MARKINGS,MARKERS AND DELINEATION
m 1205.01 Line Types and Offsets
I o 1205.02 Two-Lane and Multi-Lana Roadways
1205.04 Intersections
I � 1205.05 Tum Lanes
0 1205.07 Pedestrian Cross Walks
1205.08 Symbols and Word Messages
I �
I �
w DIVISION 16-EROSION CONTROL AND ROADSIDE DEVELOPMENT
1605.01 Temporary Silt Fence 3 1605.01 Special Sediment Control Fence
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1607.01 Gravel Consiruciton Entrance
1630.06 Special Stilling Basin
I Y 1632.03 Rock Inlet Sediment Trap Type C
1633.01 Temporary Rock Silt Check Type A
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1635.02 Rock Pipe Inlet Sediment Trap Type B
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M DIVISION 17-SIGNALS AND TRAFFIC MANAGEMENT SYSTEMS
I � 1705.02 Pedistal Mounting
1705.02 Push Button Post Mounting
z 1705.03 Wire Color Conventions
m 1705.04 Pedestrian Pushbutton Placement
I � 1715.01 Underground Conduit-Trenching
r 1743.01 Pedestrian Pushbutton Post(Type I)
1743.02 Normal Duty(Type II)
NY 1743.04 Foundations
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LLl PROTECT REFERENCE NO. SHEET NO.
STATE O NORTH CARD LINA, DIVISION O F HIGHWAYS 553ooe
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CONVENTIONAL PLAN SHEET SYMBOLS == ESN alta
Alt,E1911111119 SE,PLLC
BOUNDARIES AND PROPERTY Note:Not to Scale *S.U.E. = Subsurface Utility Engineering = . �8609�Z:
WATER: °'yg;„ ; "°
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State Line — -
Water Manhole Ow
County Line
I RAILROADS.- Water Meter o
Township Line Water Valve
Standard Gauge CSX TRANSPORTATIONOrchard 4 €� €�
I City Line
an They°rd Water Hydrant .0
RR Signal Milepost MILE
POSTST 35 Vineyard y 0
Reservation Line
Switch 0 EXISTING STRUCTURES. WG Water Line LOS B (S.U.E*) ————E———-
Property Line * __w__
RR Abandoned ———— MAJOR: WG Water Line LOS C (S.U.E )
Existing Iron Pin Ell U/G Water Line LOS D (S.U.E*)
RR Dismantled Property Corner Bridge,Tunnel or Box Culvert CONc
I
I � 1 r arc Water
Above Ground Water Line
RIGHT OF WAY.• Bridge Wing Wall, Head Wall and End Wall- J CONC WW l
I Property Monument 0 TV:
Baseline Control Point MINOR:
Parcel/Sequence Number its TV Pedestal
Existing Right of Way Marker Head and End Wall CONC HW
Existing Fence Line -X X X- TV Tower
ExistingRi ht of Wa Line _ Pipe Culvert
I Proposed Woven Wire Fence � g y U/G TV Cable Hand Hole
Proposed Right of Way Line Footbridge >---------�
Proposed Chain Link Fence e U/G TV Cable LOS B (S.U.E.*) ----TV----
Proposed Right of Way Line with R Drainage Box: Catch Basin, DI or JB GCB U/G TV Cable LOS C S.U.E.* --TV—
T -
Proposed Barbed Wire Fence w�� ( )
Iron Pin and Cap Marker
Existing Wetland Boundary ----"`E---- Paved Ditch Gutter Proposed Right of Way Line with k U/G TV Cable LOS D (S.U.E. TV
*)
Proposed Wetland Boundary WLE Concrete or Granite WW Marker Storm Sewer Manhole OO U/G Fiber Optic Cable LOS B (S.U.E.*) ----T°F°---
Proposed Control of Access Line with Storm Sewer
Existing Endangered Animal Boundary EAE p U/G Fiber Optic Cable LOS C (S.U.E. ) ---TVF°-
I Concrete C/A Marker
Existing Endangered Plant Boundary EPE Existing Control of Access �., UTILITIES• U/G Fiber Optic Cable LOS D (S.U.E.*) TV F°
g;
Existing Historic Property Boundary "PE � POWER: GAS:
I Proposed Control of Access
Known Contamination Area: Soil — Existing Power Pole j Gas Valve 0
Existing Easement Line E
Potential Contamination Area: Soil — Proposed Power Pole b Gas Meter
Proposed Temporary Construction Easement- E
Known Contamination Area:Water - — Proposed Temporary Drainage Easement TDE Existing Joint Use Pole U/G Gas Line LOS B (S.U.E.*) ---- ---
Potential Contamination Area: Water - Proposed Joint Use Pole U/G Gas Line LOS C (S.U.E.*) --°--—
Proposed Permanent Drainage Easement PDE
I U/G Gas Line LOS D (S.U.E.*) °
Contaminated Site: Known or Potential '� ? Power Manhole
Proposed Permanent Drainage /Utility Easement—DUE—
BUILDINGSAbove Ground Gas Line A D`°E
AND OTHER CULTURE' Proposed Permanent Utility Easement PUE Power Line Tower
Gas Pump Vent or U/G Tank Cap O Power Transformer SANITARY SEWER:
Proposed Temporary Utility Easement TUE SanitarySewer Manhole ®O
Sign S Proposed Aerial Utility Easement AUE U/G Power Cable Hand Hole
Well W Proposed Slope Easement SE H-Frame Pole Sanitary Sewer Cleanout �+
•
Small Mine
Proposed Permanent Easement with U/G Power Line LOS B (S.U.E.*) -P---- U/G Sanitary Sewer Line
'SZ` O ---
Iron Pin and Cap Marker Above Ground Sanitary Sewer "'D Sa,it.,y Sawa
Foundation 0 U/G Power Line LOS C (S.U.E.*) --P-
I ROADS AND RELATED FEATURES.•Area Outline 0 U/G Power Line LOS D (S.U.E.*) SS Forced Main Line LOS B (S.U.E.*) ----FEE----
Existing Edge of Pavement ----- SS Forced Main Line LOS C (S.U.E.*) -
-Fss--
Cemetery 0 Existing Curb ----- TELEPHONE:
I �—n SS Forced Main Line LOS D (S.U.E.*) Fss
Building U - C -
Proposed Slope Stakes Cut MISCELLANEOUS:
I Existing Telephone Pole f
School Proposed Slope Stakes Fill F - Utility Pole
I � Proposed Telephone Pole �
Church Proposed Curb Ramp CR Telephone Manhole (D Traffic UtilityTffic Signal Box 0
Ig
Dam Existing Metal Guardrail Telephone Pedestal Utility Unknown U/G Line LOS B (S.U.E.*) OTL
❑O
HYDROLOGY.' Proposed Guardrail T T T
I Telephone Cell Tower �
Stream or Body of Water
I ExistingCable Guiderail °
Hydro, Pool or Reservoir U/G Telephone Cable Hand Hole
Proposed Cable Guiderail °
Jurisdictional Stream —is— J Equality Symbol � U/G Telephone Cable LOS B (S.U.E.*) ----T----
U/G Telephone Cable LOS C (S.U.E.*)
Buffer Zone 1 BZ i --T--
Pavement Removal
Buffer Zone 2 Bz Z U/G Telephone Cable LOS D (S.U.E.*) T
VEGETATION.
Flow Arrow � - U/G Telephone Conduit LOS B (S.U.E.*) ----T=----
Single Tree
Disappearing Stream -- -- U/G Telephone Conduit LOS C (S.U.E.*) --TC--
Single Shrub © U/G Telephone Conduit LOS D S.U.E.* TC
I Spring O�-'�.-�� p ( )
Wetland Hedge U/G Fiber Optics Cable LOS B (S.U.E.*)
Proposed Lateral,Tail, Head Ditch Woods Line U/G Fiber Optics Cable LOS C (S.U.E.*) ° � °� "�e�°°
False Sump U/G Fiber Optics Cable LOS D (S.U.E.*) T F°
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I p. PROJECT REFERENCE NO. SHEET NO.
C-5604HA 2A-1
PAVEMENT SCHEDULE -LIR- USE TYPICAL SECTION NO.1:
I
ro PROP.SAFETY RAIL RIN SHEET NO.
PROP.SAFETY RAIL -L4- SEE NOTES
I -Ll R-STA.14+34.85 TO STA.26+14.85 ENGINEER
ATOP. AVERAGE 2"ASPHALT CONCRETE
SURFACE COURSE, TYPE SW90 SEE NOTES
C- AT AN AVERAGE HATE OF 110 LBS. PER Sp. VD. IN EACH OF Two -L1 R-STA.29+53.02 TO STA.30+37.73 ,,,,,��
LAYERS. CAB'
Ll R-STA.42+35.00 TO STA.43+38.27 ..........•
S QQ/otttflflfl�.p9�w'�,/q
`.1 PROP. APPROX. 112"ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513, 44-STA.58+96.00 TO STA.60+70.00(Begin Approach Slab)
AT AN AVERAGE RATE OF 165 LBS. PER$0. YD. 2" S' S' 2'
RSF 44-STA.63+10.00(End Approach Slab)TO STA.64+08.33 t 0g$ ;
PROP. APPROX. 3"ASPHALT CONCRETE SURFACE COURSE, TYPE s9.se,
C2 AT AN AVERAGE RATE OF 165 LBS. PER SO. YD. IN EACH OF TWO �M- CTj -L4-STA.65+23.92 TO STA.67+04.70 '�iZ,••�;GINE�;iSc.�p'
GRADE LAYERS. -W ON
I X s 1' 1'T'I -L4-STA.69+58.86 TO STA.71+29.99 °'%;;;,;,,.•`
J2 POINT J2
POOP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE 69.5B, -L4-STA.71+79.51 TO STA.74+29.44
C3 AT AN AVERAGE HATE OF 110 LBS. PER Sp. YD. PER 1"DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 112" IN DEPTH. I:U� D•O2 0.02\ 44-STA 79+67.24 TO STA.89+09.96
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROP. APPROX. 4"ASPHALT CONCRETE INTERMEDIATE COURSE,
D� TYPE I19.00, AT AN AVERAGE RATE OF 466 LBS. PER SO. YD.
J SJ ?•� fFc
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, S�F.r pr 1 C T �70
TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER Sp. VD. PER 1"
DZ DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 212 alto" IN DEPTH OR JP ti
GREATER THAN 4" IN DEPTH. GRADE TO THIS LINE A;' ms"°..�'SE,�L`oumam,xcano�
E1 PNROP. APPRO%. 5"ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT - -
AN AVERAGE RATE OF 570 LBS. PER SD. YD.
FABRIC FOR SOIL STABILIZATION
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
AT AN AVERAGE RATE OF 114 LBS. PER Sp. YD. PER 1"DEPTH. TO
E2 BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 512" IN DEPTH.
I
I J 1 POOP. 6"AGGREGATE BASE COURSE. TYPICAL SECTION NO. 1 CL-L4-
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J2 PROP. 2' AGGREGATE SHOULDER. 2' 2' 2' $' S'
' +
L CE Al R- CE-LI R- SEE NOTES
R_ 2'-6"CURB AND GUTTER VAR SEE X-SECTIONS 5'
1' 5' S'
2:1 MAX
.S 4"CONCRETE SIDEWALK. J2 '\I`- r J\ _ B" 0. 22\ 8" J2 8„ J2
CON TRACTION JOINTS FOR 10'SIDEWALK PANELS SHALL BE 10'X10' 3• 0.02 0.02
srlMax _ 6`1,"5",x,,,,1 TYPICAL SECTION NO. 5
T EARTH MATERIAL BOARDWALK TYPICAL SECTION
J, 74t� T C J� C J1 T C J1 T SEE STRUCTURAL PLANS FOR DETAILS
T _
U EXISTING PAVEMENT J`- USE TYPICAL SECTION NO.5:
-------------------------------------' -------------------------------------' ------------------------------ ----------------------------------- -L4-STA.60+80.00 TO STA.63+00.00
V MILLING, 1.5" DEPTH INSET NO. 1 INSET NO. 2 INSET NO. 3 INSET NO. 4
I
I NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
USE WHEN CONDITIONS PERMIT SEE X-SECTIONS AT R-STA.18+80.00 TO 19+20.00(LEFT) AT R-STA.20+75.00 TO 20+90.00(RIGHT) -Ll R-STA.21+75.00 TO 22+25.00(RIGHT)
Al R-STA.20+00.00 TO 20+20.00(LEFT)
100'DUKE-PROGRESS EASEMENT
I
USE TYPICAL SECTION NO.2: -L(�-
USE TYPICAL SECTION NO.4:
(i-Ll R-, -L4- -1.6-STA.91+86.00 TO STA.94+10.36
-L1 R-STA.26+14.85 TO STA.29+53.02 -NOTE: SIDEWALK SUPERELEVATION
2 5' 5' 2 L1 R-STA.30+38.74 TO STA.34+32.31
5:1 4: 91+93.51 TO 93+10,SE=.02
I 3, 10.5' 2.5'
33+"SAND(-(I p�sTgx (BEGIN CONC SPILLWAY TRAIL) 93+15.00 TO 94+00.00,SE_.O1
W SrA,3j*? , STOSr 1' GRADE 1' -Ll R-STA.34+52.31 2' 2' 10
y 5'0Sra.3v+A. J2 POINT J2 (END CONC SPILLWAY TRAIL)TO STA.36+20.12
a Ma 0.02\ 0.02\ (BEGIN CONC SPILLWAY TRAIL) EOP
s h -L1 R-STA.36+40.12 C� R
I M, MpX 4:1,1.1 PARKING
a'\ Ax (BEGIN CONC SPILLWAY TRAIL)TO STA.42+35.00 .02 02
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VAR.O
Q T C J� T - --� -L4-STA.64+08.33 TO STA.65+23.92 EX _ 01 O / --
-L4-STA.67+04.70TO STA.69+58.86 _____________ __________ ---
o GRADE TO THIS LINE -L4-STA.71+29.99 TO STA.71+79.51 T \
m FABRIC FOR SOIL STABILIZATION -L4-STA.74+29.44 TO STA.79+67.24
o 6 S TIE FILL SLOPE TO EXISTING
o TYPICAL SECTION NO. 2 lJ V E� (nP) PARKING LOT WHEN PRESENT
" USE IN DUKE-PROGRESS EASEMENT
yCE -NSR-
TYPICAL SECTION NO. 4
w 015.5' VARIES 12'TO 24'
I
i 19.5' NOTES:
C
(D13.0' 2.5' EXISTING PAVEMENT WIDTH VARIES 1) CROSS SLOPE DIRECTION VARIES.SEE PLAN VIEW AND CROSS SECTIONS FOR DIRECTION OF SLOPE
17.0'
m - ` 1' 10' O2' 12'TO 23' USE TYPICAL SECTION NO.3: TRANSITION CROSS SLOPE AS SHOWN ON PLANS.TRANSITION INCREMENT SHALL BE 10'.
3.5' 2 -NSR-STA.15+34.90 TO STA.21+78.31 2) 2'ABC SHOULDER MATCHES THE CROSS SLOPE OF TRAIL.
A VARIABLE
m _ SLOPE,\_ ?'/ 3) CONTRACTOR RESPONSIBLE FOR REESTABLISHING ALL SLOPES DISTURBED BY CONSTRUCTION.
4:1 R 4) SEE CROSS SECTIONS FOR GREENWAY SHOULDER SLOPES FOR (-L1R-STA.31+75 TO STA.33+85 AND
z .02 STA.37+25 TO STA.39+55 (50:1 MIN -6:1 MAX)
I � _ .02 _ EX.
----------------------------------- 5) PROVIDE A SAFETY RAIL FOR THE FOLLOWING CIRCUMSTANCES:
L __-_________________
-----------------
------- ---- SLOPE = 3:1 MAX.AND DROP OF 6'
T TYPICAL SECTION NO. 3 SLOPE = 2:1 MAX.AND DROP OF 4'
NY VARIABLE S SLOPE = 1:1 MAX.AND DROP OF 1'
N� SLOPE 6" V O NOTE:USE 2'VERGE FROM -NSR-STA.15+70.20 TO -NSR-17+46.91
om
(TYP.) D� U TRANSITION TO 3.5'VERGE FROM -NSR-STA.17+46.91 TO -NSR-17+66.83 E/ 'TRANSITION TO 2 VERGE FROM -NSR-STA.19+00.00 TO -NSR-19+21.45 I `-
>N USE 2'VERGE FROM -NSR-STA.19+21.45 TO -NSR-19+98.90
I �m TRANSITION TO 3.5'VERGE FROM -NSR-STA.19+98.90 TO -NSR-20+20.00 a
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DOCUMENT NOT CONSIDERED FINAL, OO O 0 O0 00 0 OO OO O O°0 UNLESS ALL SIGNATURES COMPLETED
2'SHOULDER i 2'SHOULDER
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Oo OOO 000 000
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0 0 0 00 0 000 0 0 00 0 0 -------------
_`-------------- oc
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7+_0++ 7+_0"
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6„
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SEE PROFILE SEE PROFILE SEE PROFILE SEE PROFILE 12'
(5%MAX) 0% 5%MAX
44
I
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6'l
GRADE TO THIS LINE 2"
i
CONCRETE SPILLWAY TRAIL CONCRETE SPILLWAY TRAIL TYPICAL SECTION
Al R-STA.34+32.31 TO STA.34+52.31
NOTE:CONSTRUCT GROOVING PER NCDOT SECT.420 Al R-STA.36+20.12 TO STA.36+40.12
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NOTES:
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I DowSign Envelope ID:]44]2C84-gF]g-0CFF-BD30-EBBCBBOF]DC4
I
I
D
PROJECT REFERENCE NO. SHEET NO.
SAFETY RAIL WHERE
\ SHOWN ON PLANS.SEE C-56O4HA 28-2
m DETAIL 5 SHEET 2B-3. RW SHEET NO.
FINISHED GRADE* GRADE ELEVATION
SEPARATION GEOTEXTILE ENGINEER
.l TOP OF WALL UNREINFORCED PRECAST RETAINING
(OMIT FOR FCONCRETE
LL RDEPTH PAVEMENT
T PAVEMENT SECTION,h:L WALL (PRW)UNIT (TYPo O`"� CAR°''
J
OR CEMENT TREATED BASE) IF APPLICABLE ,Fo��.........°�/y
----------------
SEPARATION GEOTEXTILE�i UNREINFORCED PRW TOP UNIT
° "'SEXL
WALL BATTER
N0.57 STONE i 7 9 DEGREES MAX af!�$EpE���?,'
UNRFTNFORCFD PRECAST RETAINING o uu11"
12"MT WALL (PRW)UNIT (TYP) °
z WALL FACE w ° S DOCUMENT NOT CONSIDERED FINAL
+ BENCH UNLESS ALL SIGNATURES COMPLETED
4'MIN
I � Z� �~ STEP TOP OF FOOTING
BACKFILL MATERIAL i H w 12"MIN IN INCREMENTS OF
18"MIN
I PRW UNIT HEIGHT alto
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+ FINISHED GRADES Al.E.gixeerlxg SE,PLLC
CIP UNREINFORCED 6"MIN +eaa,x xmseeet s:re iwloumem,xczrroi
i BOTTOM 6:1(H:V)OR FLATTER CONCRETE FOOTING s+ss+�++si dixeo.�xa l xc u.asaar 1
I OF WALL
4"DIA.PERFORATED TOP OF _2' - FOOTING STEP DETAIL
DRAIN PIPE, FOOTING ———
IF REQUIRED
I
(SEE NOTE FOR PIPE) o
I
CIP UNREINFORCED I 6"MIN 12"MIN FINISHED GRADE* \\�
CONCRETE FOOTING (TYP) 2:1(H:V)OR FLATTER w
(SEE FOOTING STEP DETAIL) GRADE ELEVATION
I
FOUNDATION
MATERIAL SAFETY RAIL WHERE
SHOWN ON PLANS.SEE
DETAIL 5 SHEET 2B-3.
I FINISHED GRADES 6"MIN
PRECAST GRAVITY WALL WITH SEPARATION GEOTEXTILE
T O P P R W UNIT - TYPICAL SECTION OMIT FOR CONCRETE PAVEMENT, PAVEMENT !I TOP OF WALL
FULL DEPTH ASPHALT SECTION,
OR CEMENT TREATED BASE) IF APPLICABLE
_----------------- _____ _ __
)'SEE ROADWAY PLANS FOR FINISHED GRADE DETAILS. i UNREINFORCED PRW CAP UNIT
NOTES' SEPARATION GEOTEXTILE
FOR PRECAST GRAVITY RETAINING WALLS,SEE SECTION 455 OF THE STANDARD SPECIFICATIONS. OVERHANG
NO.57 STONE ' 7
I FOR SINGLE FACED PRECAST CONCRETE BARRIER,SEE ROADWAY PLANS AND SECTION 857 OF THE STANDARD SPECIFICATIONS. � �/z - 11/z
I
USE PRW UNITS WITH A FACE FOR RETAINING WALL NO.1. WALL BATTER w
i 12"MI 9 DEGREES MAX
I USE PRW UNITS WITH A COLOR FOR RETAINING WALL N0.1. ( �o
A DRAIN PIPE IS REQUIRED FOR RETAINING WALL N0. UNREINFORCED PRECAST RETAINING
1. WALL (PRW)UNIT (TYP) >
I + F z
BEFORE BEGINNING PRECAST GRAVITY WALL DESIGN FOR RETAINING WALL NO.I,SURVEY WALL LOCATION AND SUBMIT A REVISED WALL + WALL FACE J
PROFILE VIEW (WALL ENVELOPE)FOR REVIEW. DO NOT START WALL DESIGN OR CONSTRUCTION UNTIL THE REVISED WALL ENVELOPE IS +
ACCEPTED. BACKFILL MATERIAL 4'MIN
BENCH i 3
Z
DESIGN RETAINING WALL NO.1 FOR WALL HEIGHTS EQUAL TO THE DESIGN HEIGHT PLUS DEPTH TO TOP OF FOOTING (DIFFERENCE z H w
BETWEEN GRADE ELEVATION AND TOP OF FOOTING ELEVATION). + 18"MIN N
w
DESIGN RETAINING WALL NO.1 FOR THE FOLLOWING:
D MAXIMUM FACTORED VERTICAL PRESSURE ON FOUNDATION MATERIAL = 2,000 PSF + FINISHED GRADE
2)MINIMUM EMBEDMENT ELEVATION = 2.0_FT
3)IN-SITU ASSUMED MATERIAL PARAMETERS: OF WALL BOTTOM 6:1(H:V)OR FLATTER
I
MATERIAL TYPE UNIT WEIGHT FRICTION ANGLE COHESION
I (ry) (V (c) 2X�
PCF DEGREES PSF 4"DIA.PERFOR, TOP OF _---------
DRAIN PIPE, FOOTING _ F
BACKFILL 120 28 0 IF REQUIRED
_ (SEE NOTE FOR PIPE) w
m FOUNDATION 120 28 0_ 6"MIN \ m
CIP UNREINFORCED 12"MIN FINISHED GRADES w
cv CONCRETE FOOTING (TYP) 2:1(H:V)OR FLATTER
'm DESIGN RETAINING WALL NO.1 FOR A LIVE LOAD (TRAFFIC)SURCHARGE. (SEE FOOTING STEP DETAIL)
I N
m DO NOT PLACE CONCRETE FOR FOOTINGS FOR RETAINING WALL NO._UNTIL EXCAVATION DIMENSIONS AND FOUNDATION FOUNDATION
MATERIAL ARE APPROVED. MATERIAL
AT THE CONTRACTOR'S OPTION,"TEMPORARY SHORING FOR WALL CONSTRUCTION-MAY BE USED TO CONSTRUCT RETAINING
WALL NO.1. SEE PRECAST GRAVITY RETAINING WALLS PROVISION FOR TEMPORARY SHORING FOR WALL CONSTRUCTION.
I � -
FOR SAFETY RAIL SEE SPECIAL PROVISIONS PRECAST GRAVITY WALL WITH
I �
CAP PRW UNIT - TYPICAL SECTION
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i 46EE ROADWAY PLANS FOR FINISHED GRADE DETAILS.
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APPROXIMATE WALL FACE AREA — 500 SF
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63 64 65 66

I DowSign Envelope lD:]44]2C84-9F]9-4CFF-BD30-EBBCBBOF]DC4
I
I
O
PROJECT REFERENCE NO. SHEET NO.
C-5604HA 2B-3
WW SHEET NO.
ENGINEER
C
a e e
ARP'!.
�.00.�...........//y..I �:qoFEp55QQp'y'.''9
��%�i� �;G I NEB::`Sc�.•
j MOUNT SIGN TO POST TO NCDOT SPECS.ALL
HARDWARE TO BE GALVANIZED AND FILED TO
M f uuF�
PREVENT THEFT/REMOVAL
I
BOLLARD OR DOCUMENT NOT CONSIDERED FINAL
o TRAIL OBSTRUCTION UNLESS ALL SIGNATURES COMPLETED
4"X 4"WOOD POST
GREENWAY TRAIL
I STOP SIGN HINGED BOLLARD
BOULDER ITVP.) SEE DETAIL a I t a
ASPHALT TRAIL/GREENWAY BOULDERS TO E SUPPLIED 4"YELLOW THERMOPLASTIC PAVEMENT MARKING
S-5" BY CITY OF RALEIGH
2„ BY CONTRACTOR P'ACEMENT O
4"YELLOW PAVEMENT sisaea n9 xeM.
211 ecw,.i x'mse.at sm"Iw I oIm.m,xcz�rol
MARKING aixp".rnm xc urenmm-iwi
� 1/2"EXPANSION JOINT
(SEE DETAIL 3,THIS SHEET)
WHEN TIEING TO TIE TO EXISTING
CONCRETE SURFACE CONCRETE/ASHPALT
p SFTRADIUSUNLESS
2500 PSI CONC. OTHERWISE NOTED
� tV
FOOTING,(TYP.) -
#57 WASHED STONE,(TYP.) "v ! ! 10 FT.
COMPACTED SUBGRADE V-0" PLAN VIEW
I
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STANDARD GREENWAY SIGN INSTALLATION GREENWAY ENTRANCE TRAIL OBSTRUCTION WITHIN PAVEMENT MARKING
i
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6" r 3"
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'B X Ye"
STEELEL BOLLARD
I
3"X13"XYz"
"114STEEL PLATE �¢"
LOCK01L2 FDIA.
TACK WELD PIN CAP,
VP.
6"
1"%10"STEEL %"
I � LOCK PIN
FINISH GRADE 1"X 1O"STEEL
HINGE PIN %"
STEEL PLATE BOLLARD
FOR
I '•4" Y )f"
LOCKOLE 1/2"CIA, B STEEL PLATE % '
HINGE PIN 3"X61�"X iF2"
`CONCRETE STEEL PLATE
A A
FOOTING
w 2-8"X26"X2'
4 TVP.
4 B LOCK PIN
F 2"X1 "X 4
E,
PLAN
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m
HINGED BOLLLARD
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4x4 (TYP.)
I
2x6 (TYP.)
I
4X4 POSTS STANDARD 2'-6"CURB AND GUTTER
A KNIGHTCALE STD.NO.4.01
w TYPICAL SAFETY RAIL PLAN NOTES
C
I N � " • a ° R-1"
1. ALL TREATED LUMBER FOR THE SAFETY RAIL AND POSTS FLOW LINE`
SHALL MEET THE REQUIREMENTS OF SECTION 1082 OF
_Tq12
o 3 x /' THE NCDOT STANDARD SPECIFICATIONS. 6 °
CARRIAGE BOLT W/ �a"' 4"' 2. ALL SCREWS,BOLTS,NUTS AND WASHER ARE TO BE ° NOSE DOWN CURB
m N NUT & WASHER HOT DIPPED GALVANIZED.
Z ---H~I'-0" (TYP.� 1" 0 x 3/a" RECESS y A 2x6 RAIL 3. CONCRETE FOR POST FOOTINGS AND END BLOCKS
I
co >_ IN BACK OF POSTS CONNECTION DETAILS ARE TO BE FIELD VERIFIED.DEVIATIONS FROM PLAN
I N � (OUTSIDE VIEW) DIMENSIONS ARE TO BE APPROVED BY THE ENGINEER.
�
1'-0" 0 HOLES TO BE SECTION A-A V NOSE DOWN CURB
r FILLED WITH CONCRETE MIX 2" COMPACTED SAND
NY AROUND POSTS (TYP.) OR STONE (TYP.)
TYPICAL SAFETY RAIL ELEVATION
I NN m�
I o� (GREENWAY SIDE)
>m SAFETY RAIL °" �;v
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I DowSign Envelope lD:]44]2C84-9F]9-4CFF-BD30-EBBCBBOF]DC4
I
I
o
I Q. PROJECT REFERENCE NO. SHEET NO.
C-5604HA 2B-4
m I W SHEET NO.
I
ENGINEER
C
a e e
ARP'!.
�.00.�...........//y..I �:oFE55V.
I
Note: J SIGN TYPE D Aa
This Drawing Correlates With yNCINE�:Qs��,�
�. St18 Z07�
Page 15 Of The Raleigh Greenways Pedestrian Directional Signs ',a 11a
Master Sign Program.
Finishes and text to be provided b DOCUMENT NOT CONSIDERED FINAL
y UNLESS ALL SIGNATURES COMPLETED
the Town of Knightdale.
Collar 3" Aluminum alta
Pipe, 6063—T52 Welded To See 4-3E Blade, 1/4" Aluminum Sheet AaEnglneeringSE,iLLC
2.5" Aluminum Post Ground an. INCU..-1
Collar 3" Aluminum Pipe, 6063—T52 Welded
Clean
� Blade, 1/4" Alum. Sheet To 2.5" Aluminum Post Ground Clean _
—� Post, 2.5" Aluminum Tube, Capped Ground Clean \
Post, 2.5" Aluminum Tube(
Capped Ground Clean j
I 2,5 42
O
I
I I
Pedestrian Directional Sign Plan 3 Pedestrian Directional Sign Elevation i
3 n.t.s. ----
I
I
Blade 1/4" Aluminum Sheet
„
Blade 1/4" Aluminum Sheet Blade 1/4" Aluminum Sheet
4 2N— z
42"
Collar 3" Alum. Pipe, —
6063—T52 Welded To 2.5"
Aluminum Post Ground
Painted standard Color Collar 3" Aluminum Pipe Collar 3" Aluminum Pipe,
I
6063—T52 Welded To 2.5 6063—T52 Welded To 2.5"
Aluminum Post Ground Clean Aluminum Post Ground Clean
I
Post, 2.5" Aluminum Tube, Painted standard Color Painted standard Color
Capped & Ground Clean Post, 2.5" Aluminum Tube, Post, 2.5" Aluminum Tube,
Painted standard Color
I Capped & Ground Clean Capped & Ground Clean
I
Painted standard Color Painted standard Color
I
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117„
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Pedestrian Directional Sign Elevation Pedestrian Directional Sign Elevation
m n.t.s. 3E n.t.s. �Pedestrian Directional Sign Section
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D..Sign En la ID:ODD6BF3C.3C694BD3.89D7-66E3D21011FA
COMPUTED BY:BMB DATE: PROJECT NO. SHEET NO.
CHECKED BY:MSR DATE: A10a 1y C-5604HA 3B-1
STATE OF NORTH CAROLINA 1VA alta
033609 e
DIVISION OF HIGHWAYS
SUMMARY OF EARTHWORK
Station Station Uncl. Embank. Borrow Waste
Excay. +%
Projectwise 3298 1000 1000 3298
SUBTOTALS: 3298 1000 1000 3298
GRAND TOTALS: 3298 1000 1000 3298
SAY: 3298 1000 1000 3298
NOTE:QUANTITIES ARE APPROXIMATE ONLY.UNCLASSIFIED EXCAVATION,BORROW
EXCAVATION,FINE GRADING,CLEARING AND GRUBBING,AND REMOVAL OF EXISTING
PAVEMENT WILL BE PAID FOR ATTHE CONTRACT LUMP SUM PRICE FOR"GRADING".

DIVISIONCOMPUTED BY: VHB DATE: 12/0019
CHECKED BY: DATE: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
OF Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See"Standard Specifications For Roads and Structures,Section 300-5". !.tl�14
LIST OF PIPES,END WALLS,ETC. O . PIPES 48 INCHES& UNDER)
NARROWABBREVIATIONS
DRAINAGE PIPE R.C.PIPE
(RCP,CSP,CAAP,HOPE,or PVC) CLASS IV C B. CATCH BASIN
•-•-
INLET
- D.I. DROP
- G.D.I. GRATED DROP INLET
J.B. JUNCTION BOX
M.N. MANHOLE
- T.B.D.
DROP
INLET
THICKNESS T.B.J.B. TRAFFIC BEARING
OR GAUGE
�mm,�����■..■■..■■..■■..■■..■■..■■....■■■■..■■..■■��oma�■■.■..■■■■■■■■■■■■■■■■���� .NEWJB

D..Sign Envelape ID:6413950A-442649FF-96F5-082E4DDBD588
COMPUTED BY: VHB DATE: 121412019 PRO604JECT N0. SHEET N0.
CHECKED BY: DATE: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ; i.'cA,eo'�•., C-5HA 3D-2
�ov�•�..55�
DIVISION OF HIGHWAYS
Y Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. 033609 '
2 See"Standard Specifications For Roads and Structures,Section 300-5". ;;�•� 6 20t .'�'
LIST OF PIPES, END WALLS, ETC. (FOR PIPES 54" & OVER
REINFORCED
ENDWALLS
STATION i zo 0 o a CLASS III R.C.PIPE FRAMES,GRATES ABBREVIATIONS
C.S.PIPE STRUCTURAL PLATE PIPE &HOOD
(UNLESS NOTED OTHERWISE) C.B. CATCH BASIN
rc < L= STANDARD 840.03
ca N.D.I. NARROW DROP INLET
~ J w y rn $ D.I. DROP INLET
0 G.D.I. GRATED DROP INLET
o `0�' — G.D.L(N.S.) GRATED DROP INLET
p is vwi m y (NARROW SLOT)
a rc i d
J.B. JUNCTION BOX
54" 60" 66" 72" 79" 84" 54" 60" fib" 72" 60" 6fi" 72" t" W o
SIZE w w o M.H. MANHOLE
TYPE OF GRATE g LL w ca T.B.D.I. TRAFFIC BEARING
SHOP } 6
- " z u g 0 DROP INLET
THICKNESS o o GATED ti vi rc y m v H _ T.B.J.B. TRAF FICEARI BNG
OR GAUGE i,� m
12 10 12 10 12 10 3 ; U E F G a z i p o p p _ REMARKS
-L1R-18+35 CL 403 404 244.6 240-8 48 5.6
-L1 R-30+04 CL 503 504 249.7 249.3 44 126
Tome Cernne.nan.
This dcsign has bcrn rcvicwcd by nc�Enginccr for the Tom of Knighrdelc,end to nc�bcsr of my knowlcdgc and bclicf.��
wnf s[o rbc rcquircmcnra csmblishcd in nc�Srenderd Spccificetions of the Tom of Knightdalc.
By: Datc:
Town Enginctt
These plena are approved by the Town of Knightdale end serve as constroction plans for this project.
By: Datc:
Administrator
SHEET TOTALS I 1 1 48 1 44 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118.2
PROJECT TOTALS

D..Sign Envelape ID:6413950A-442649FF-96F5-082E4DDBD588
PROJ.REFERENCE NO. SHEET NO.
STATE OF NORTH CAROLINA �`tia�Agoa,!', C-5604HA 3P-1
' °A�tss, a
DIVISION OF HIGHWAYS alta
660
PARCEL INDEX SHEET1
%c
PARCEL No. SHEET No. PROPERTY OWNER NAME PARCEL No. SHEET No. PROPERTY OWNER NAME
1 4 JOSHUA NADOLNY SARA NADOLNY
2 4 HERIBERTO JOVEL MARIA DEISI PALACIOS
3 4,5 LAURENS WAY COMPANY LIMITED PARTNERSHIP
4 5,6 HALLMARK PARK PLACE NC,LLC
5 6 RUBY E.HIGUERA
6 6,7 RENEE A.AMEY
7 6,7 HENRY H.KNIGHT
8 6,7 JENNIFER ANNE MILLER
9 6,7 DONNA P.EDDINS,HEIRS
10 8,9,10 JANE P.SUGGS EVE C.BEASLEY
11 10 KNIGHTDALE METHODIST CHURCH
12 10 NORTHSIDE COMMUNITY CHURCH OF KNIGHTDALE,NORTH
CAROLINA
T.—C.enne.d—
This design has barn rcvicwed by the Enginwr for the Town of Knightdale,end m the bns of my knowledge and bclicf,it
wnfamv.to the rcquiremenu eneblisM1cd in the Standard Spxificetions of the Town of KnigM1tdale.
By: D.sc:
Town Enginccr
These plans ere approved by the Town of Knightdele end serve es wrulnebon plv for this project.
By: D..:
Adminiwntor

I DowSign Envelope lD:]44]2C84-9F]9-4CFF-BD30-EBBCBBOF]DC4
I
I 0'
PROJECT REFERENCE NO. SHEET NO.
I �
-LIR- `� E C-5604HA 4
ro RN/ SHEET NO.
Pl Sto 15+24J3 PI Sto 16+86.72 -LIR- PRC Sta.22+7997 ENGINEER
A = 35°1/'53.9°(LT) A = 97°34'13.0"(RT) -LIR- PT Sto.17+94.34 E@ N
,
IPgRI g I HTEN -LIR- PRC Sto.22+3/.55 M �`.. C......
D = 114 35'296" D = ll4 35'29.6" \ DBB 1210 z so -LIR- PT Sta./9+27.35
L = 15.72' L = 85.0 REMOVE FES a;oFEssioy..q
1 � CID
T = 1586' T = 57.08' �
R = 50.09 R = 50.00' A- \ \ -LIR- PRC Sto.2/+74.0/ Z � E o
18120,
PI Sto /7+65.8/ PI Sto /8+48.37 o e1 \ \ �- -LIR- PC Sta.2/+08.37 'z$%�acleE 's��,'
p = 9/'09'542"(LT) A = 4r 01'37.6°(RT) J )� cl A T o Y JDNES
D = ll4°35'29.6° D = Il4°35'29E r� m� m A J Es
p
L = 7956' L =35.80 / I f\q, I 87PCG Iee
\' DOCUMENT NOT CONSIDERED FINAL
R = 50.00' R - 50.00' �� /�u \ UNLESS ALL SIGNATURES COMPLETED
sz
Pl Sto 18+80.67 QPl Sto3 19 7°0575 a / //O Y / ` \ ED z'WD
- 33 49 22.7"(LTJ 06e(RT) �o �X / o \ O TOP-ez o'
1 D = II4°35'29.6° D = 114°35'29.6" �, //� / \ �, 3 IL HERIBERTO JOVEL INV-58.54' �'��
1 / 1 MARIA DEISIPALACIOS INV-S8.I5'
L = 29.52' L = 32.36 / �� / L +o ls+ LT
PEDESTRIAN q�° DB 149894 PG 1088 \ g / Alta EngineetlnA SE,PLLC
- T = 1520 T = 50.0 DIRECTIONAL \\ S s Et> O BM 1984 PC 1088
R = 50.00' ,mlTam.MC YnO,
1 R = 50.00' WITH 2 BLADES \ OS \ _ � ss+eaawe ltarzw:�mll+cu�w-ia,
1 SEE DETAIL SHEET S\\ _ F \ II
P1Sto 20+8423 P/Sto 21+42.73 2&d / 6 \,�� -� e �J H NADOL Y x /
1 A = 20°35'59.0"(LT) 0 = 41°47'30.7"(RT) \�\� \ \58 I A8 PDGO 80 3 I °
1 D = 63°39'43J" \\ / =\F \ M I G4 c 1oa O �+ a
L = 25J7' L = 65.65' �� oBo \�i� �� + \ 40 H F LAURLIMIEED PART COMPANY
1 T = 12.72' T = 34.36' Is ° \ \ \ gpNERSHIP
B 7g2gZ0 PG 54' II-
R = 70.00' R = 90.00 _--- ° F��OJO� � f \ \eH-.F%C� \ P�F F BIMA 1995 PG 637 + _
PI Sto 22+0428 PI Sto 2W39.7'
\_ `
= 43 5T 24.5°(LTJ 0 = 36° RT) F c \ i e _ �� F �I
1 / =E1f PC Sto.16+29.64 f x
D = 76°23'39.7" D = 76 / / BOLLARD l �s oaol 4f�
L = 5754' L = 4 2'
T = 3027' T 5.09' / -LIR- PRC Sto.17+14.78
R = 75.00' = 75.00
-LIR- PC Sto. +29.66 v, ; _ _ �c �j
/ +
\ SAFETY RAIL f TOP 8" '
I -L1 R-18+2 O 18+95 RT ELEV=
N f jf 60"RCP-III
1 Z f CLASS I RIP RA // /: NHN H TIE N Oq o -LIR- POT Sta./4+3485 \ / EST a0 TON 1"s°POPLAR \
EST 75 SY EOTEXTIL ELEV-244.32' \ �Q
1 BEGIN CONSTRUCTION \/ -LIR- PRC St + / "- / 15"RCP-V ��
TIE TO EXISTING TRAIL / , 5 , lli� ;;N Wl:: ll�
/ / TOP/IS'DI - \ ;i EST 213DIY$'s i�yc
- E 2V 238.' '^ OP e.- EST 7 SY EpTX'f+ILBY
-LIR- PC Sto.15+0827 Sta.l +94 . /
100
TOWDB OF NPGHTTDALE
67
BM 1967 PG 62
S Q-
1 -LIR 1+65 TO 2
AF RAIL 2+35 RT
Sta.20+7151 \�
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PROJECT REFERENCE NO. SHEET NO.
o -LIR- PRC Sto.34+02.33 REMOVE AND RESET EXISTING FENCE TO CONSTRUCT
\ O n-T SLOPE.T MIN CLEAR TO EOP. C-56�4HA .rJ
-LIR- PT Sto.30+52.38
i -LIR- PT Sto.34+88,97 RAW SHEET NO.
-LIR- PRC Sta.30+04.44 -LIR- PC Sto.33+56-51 =AS ENGINEER
CLASS B RIP RAP
EST 9 TONS F F
M N -LIR- PRC Sta.29+65J2 -LIR- PT Sto.32+47.58 SEE DETSy
AIL SHT.26 ILE z cARp�y�
co
CONCRETE 5f y, ;0.0 H
�1 -LIR- PC Sto.3 +035/ SPILLWAY TRAIL44
i
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i'•,NG I NEB;.`•v
-LIR- PC Sto.27+8698 k l ��'oyAp�S.pEQd
h SA RAIL \ " � %�EFF•�•••
-LIR- PT Sto.27+72.65
-LIR- PRC Sta 27+23.81 \ c C V DOCUMENT NOT CONSIDERED FINAL
/ o
CLASS B RIP RAP _ (D// UNLESS ALL SIGNATURES COMPLETED
I 11 / � s" __i�"�
EST 70 TONS
EST 11 / o$,�' i m
0 SY GEOTEXTILE /R- PT Sto.34+27 alto
-LIR- PC Sto.26+54.45
m A"Englneer.9 SE,PLLC
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-L PT PT Io.23+1426 �j II �� BM` 9\•392 00 --- -LIR- PRC Sta.34+74.42
_�_s SS 35'BAN.SEWER E \ \ Q
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CLASS I RIP RAP r
EST 40 TONS
-LIR- PC Sto.24+2685
I /E SAFETY RAIL � " erP \ _ EST 75 SY GEOTEXTILE
/ -LIR-25+95 TO 26+10 RT
BASE TAIL DITCH -x PI Sto 34+68.71 PI Sta 34+81.70
$ 'RASE
-20.9%I RIP RAP FROM 25'CLEARANCE BUFFER / -LIR- PC Sta.3/+44.67 L = 5°/4'/42°(RT),L = 4 45'51.4°(LT)
f� pw M �.p 44'@SLSOPE oy EX.ELECTRIC STRUCTURE a D = 45°50'lle D = 32'44'25.6"
-LIR- PT Sta.24+55.41 wovoW SEE DETAIL 1 SAFETY RAIL L = 11.43' L = /4.55'
/ EST 70 TONS \\ /\) -LIR-29+65 TO 30+00 RT DETAIL 1
/ EST 110 SY DDE EXTILE\�\ /
EST 60 CY DDE 2'BASE TAIL DITCH T = 5.72' T = 728'
-LIR- IN swl"I R = 125.00' R = 175.00'
PI Sto 22+97.38 PI Sto 24+4123 PI Sto 26+90.76 PI Sto 27+48.35 Pl Sto 27+9627 PI Sto 29+51.75 Pl Sto 29+86.53 Pl Sto 30+29.07 N,"^a N°t^a PI Sto 3/+59.76 Pl Sto 32+2591 Pl Sto 33+79.5/ PI Sto 34+I521
s = 24°33'24.7"(LT) L = 16"2l'59.0"(LT) L = 4I°49'55.9"(LT) 0 = 13'59'35.9"(RT) 0 = 8°5/'39.3"(LT),L = 15°25'02.8"(LT),L = 56"/9'22.6"(RT) L = 32"l8'55J"(LT) d L = 22'45'029"(RT) p = 25"/5'02.3°(LT) �s = 17°34'46.4"(LT) L = /9'29'02.4"(RT)
D = 7/'37'//.0" D = 57°/7'44.8" D = 60°18'40.8° D = 28'38'52.4° D = 47'44'47.3" D = 57°/7'44e D = 143"l4'22.0" D = 67"24'24.5° G.-il" B MIR.D=2 H. D = 76'23'39.7" D = 57°l7'44,8° D = 38'11'499° D = 76"23'39.7"
I L = 3429' L = 28.56' L = 69.36' L = 48.85' L = 18.56' L = 26.9/' L = 39.32' L = 479 Maz.d=2 Ff.4' L = 29.78' L = 44.07" L = 46.02' L = 25.50'
'When
T = 17.4/' T = 14.38' T = 36.3/' T = 24.55' T = 9.30' T = 13.54' T = 2/.4/' T = 24.63' B is, 6.0' B=2 Ff. T = 15.09' T = 22.40' T = 23.19' T = 12.88'
R = 80.00' R = /00.00' R = 95.00' R = 200.00' R = 120.00' R = /00.00' R = 40.00' R = 85.00' 1 TYPe oI Liner= Class I Rip-Rop R = 75.00' R = /00.00' R = 150.00' R = 75DO'
STA.26+91-LI-
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I Q. PROJECT REFERENCE NO. SHEET NO.
-LIR- P& to.43+68.12 = / va/ C-5604HA 6
\ -LIR- 1 ,
P1 Sto 35+/3.67 PI Sto 35+43.30 P1 Sto 35+74.74 P1 Sto 39+98.86 PI Sto 40+1723 O :S�ErT OCSo17+8/514W SHEET NO.
RAN DIRECTIONAL SIGN u+ /.y -� ENGINEER
A = /6'32'42.5°(LT) A = 28'/4'575°(RT)A = 12'AY 37.8°(LT)A = l3'47'52.7 (LT) A = /4'/6'/5.5"(RT) ? WITH 2 BLADESD = 7623'39.7° D = 7623'39.7° D = 45'50'I1.8° D = 76'23'39.7° D = 76'23'39.7" -LIR- PT Sta.43+12.8 SEE DETAIL SHEET ze-4 *a
-L1R-STA.43+38.27 I / N o 0 ��pnurrrp
L = 2/.66' L = 36.98' L = 265T L = 18.06' L = 1868' * 0.CARp��.�
-LIR- PC Sto.42+8784 TIE TO CONC.MUP j o y.�
T = 10.90' T = 18.8T T = 13.33' T = 9.0T T = 9.39' �� E / /�� �: �� � � BAN y� �:''FE55/�•�9�;Q
R = 75.00' R = 75.00' R = 125.00' R = 75.00' R = 75.00' -LIR- PT Sto.42+61.74 oLUR // m p / rJ �� �
-LIR- PC Sta.35+02.77 O t*gJ bs 0 �- �,� �.�// 03�3g ;
4 -LIR- PRC Sta.40+07.84 -LIR- PC Sto.41+91.93 o-p N� _ ��ti�' pINEE
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-LIR- PRC Sto.35+6/.40 -LIR- PC Sta.39+89.78 ad
-LIR- PT Sto.40+26.52
I � L2SBR
- PT Sto.35+87.97 REMOVE AND RESET EXISTING
CONSTRUCT SLOPE.2' IN CLERiY TO E 'M'a fT ND BOAF DOCUMENT NOT CONSIDERED FINAL
CONCRETE SPILLWAY TRAIL yA BEGIN A PRC
C~j -LIR-36+20.12 24 C ._ pL YGROUND PTE - L4A PTA
2TO 36+40.12 25BRK& 258RK&F _ /J e`C+� •1/ yA J
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W I X S
EST 9 TONS PERMANENT STORM
lST I X ¢YBARANCE �+ W / DRAINAGE EASEMENT
L� 2 4r / BM 2013 PG 964
BUFFER EST D AIL SHP21�E(v' � � .9 /
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rTI EARANC
_ 1
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m �\I I 0 -..\L.� � o� S[bS�
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POSSIBL Q�e 15'fCF INV=264.69'
JU INV=264.40'
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mTOP=ZZ6g.558' DM 2013E PGA 964ENT
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2DI3EPGASEMENT
964
'D ^ -LIR-
kss �U? ry i I 'II I F PI Sto 42+2924 P1 Sto 43+02.30
�I I I A = 49'59'592°(LT) A = 71*44'115"(RT)
I yet� 02y �' Y I DRAINAGE EASEMENT
/\ III D = 7P 37'1/.0° D = 286'28'44.0°
6M 201s PG 964 T = 3730' T = 14.6'
O W 2oQe h N I R = 80.00' R = 20.00'
JF1
SEE SHEET 7 FOR -NSR-
SEE SHEET 8 FOR -L4-
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I DowSign Envelope lD:]44]2C84-9F]9-4CFF-BD30-EBBCBBOF]DC4
PROJECT REFER NICE NO. SHEET NO.
I
D
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Ie µ ti`tic // C7 R•W SHEET NO.
Ul p ENGINEER
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fr % u'I 4'PGW548�l -MKN- POT Sto.10+00.00 /OI �o `• �,D/3�R�f4$$gz _
o -NSR-STA.21+78.41 W �I �O •.,�•yq.........0.E,,�
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LA END 2'-6"CURB AND GUTTER
/ m PEw�a m�0 (U O + TIE TO EXISTING N
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. DOCUMENT NOT CONSIDERED FINAL
-NSR- /I \ 1\ �. - SR- 15 .90
9 I o o , „�m ro O I I�I I I
. \ Z N p
RB AND GUTTER F Sp n
P1 Sto 14+24.15 P1 Sto 18+42.36R�TH
L = 25'04'18.5'(RT) p = 2'16'53.3e(LT) -NSR-STA.14+75.58\ / 1 j I IL b SHEET o STATION I I� SIGNAL a I to
D 7'57'27.9° D = 0'26'00.2' OFF 41.62 LT �\ / OBIX"8l o YYY I BLK
L = 315.06' L = 526.41' TIE TO EXISTING WITH m a ary w?� 1111w I i \\ zo IN F\ -III 0 F 270'UNIFORM.TAP RAFFIC dl��Tg 1 �jl, 5LLC
a EngeeMV..,vCJ
DETAIL 6 SHEET 26-3 s�e' / \-O mti n C R 70 +46 9V-L_a, x esmaw l om.m,xcznoi END 2DO CURBAND s q I 5y I \ e�� m 1 "R -Ill�e 70 E • 1 xms�°r^^' xc u.asam-iwi
I T = /60.09' T = 263.24' NOSE DOWN CURB � �s �� �^ E � � s'
I 4 � dO1S � � -----
R = 720.00 R = 13,220.00' -
-NSR-STA.14+47.22
P1 Sto 23+25.08 OFF 12.00 LT Z
p= 7'13'49.3"(LT) BEGIN 2'-6"CURB AND GUTTER
D = P 38'55.7e TIE TO EXISTING Rca l •_dCy el —— —_ — — — —— 1fi—_ e _ _ —— ———
-RC
L = 438.50 _3 N.SM(7HFIElD RD. s 20.01 0 m �
T = 219.55' /i Adj.MH o --T = +66.83 + olp
20.23 c - - - =
TEST INV=29 5s�
Ad'.MH �, TOP=276.4I' +21.47 �_ 21.55 �'STATION _ SIGNAL
R = 3,475.00' - _ - -INv=272.4I' - - 1B.00+D0.00 -+09.94 1&76_ _ — — TRAFFIC REMOVE 559
a 19.78 7S —_ �SIGNAL 15"RCIj
IA
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250'RIG RN U II PER + w m mC / o'pppI I O SIGNAL
/ / d ppp I
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I DowSign Envelope lD:]44]2C84-9F]9-4CFF-BD30-EBBCBBOF]DC4
I
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PROJECT REFERENCE NO. SHEET NO.
-L4-
�? C-5RW H E 8
\ &� r� i Jy PI Sto 62+65.74 PI Sta 64+90.20 PI Sto 65+90.54 PI Sto 66+87.74 ww SHEET NO.
Pl Sta 69+23.70 PI Sto 70+34.65 PI Sto 7/+65.87 PI Sta 72+70./6 ENGINEER
p = 90°48'2/.0"(LT) p = /8°56'22.9"(LT) p = 37 4/'552"(RT) p = /8'49'10.6°(LT) p = 18°47'02.0"(LT) p = 39°53'16.4"(RT) p = 7P 25'08.1"(LT) A = 8/"42'14.4°(RT)
30� l �4° �I ° D = l8'44'46.7" D = /9°05'54.9" D = 38'11'49.9" D = l9'05'S49 D = 28°38'52.4" D = 57'l7'44.8" D = 81'5l'04.0" D = 95°29 34.7" "eree
l� :��� CAB
L = 484.39' L = 99.17' L = 98,69' L = 9854' L = 65.57' L = 8725' L = 85.56'
\ L = 6962' ?�:FF55/p': -
\. T = 309.97' T = 50.04' T = 5/2/' T = 49.72' T = 33.08' T = 36.29'
R = 200.00' R = IOOAO' T = 5032 T = 5/89 ° �
R = 305.64' R = 300.00' R = 150.00' R = 300.00' R = 70.00' R = 60.00'
I
-MKN-
PI ...
kty
� Sto 13+22J4 PI Sto /6+87.43 PI Sto 19+37.84
6 25'36.5"(RT) p = 9'50'39.8"(LT)p = 16'l5'l7°3"(LT)
00. ( 'I ( - (q D = 43'24'21.2" D = 36'l5'47.3" D = 18"36'09J" ^� DOCUMENT NOT CONSIDERED FINAL
i` y PEDESTR T10_1-SIGN \ L l
UNLESS ALL SIGNATURES COMPLETED
BOLLARD WITH 2 BLAD \ = 4Bl' L = 27J5' L = 87.38'
( p I l SEE DETAIL SHEET 2 -MKN- PC Sta./6+73.82 T = 7.41' T = 13.61' T = 4399' QQ
R = 132.00' R = 158A0' R = 508.00'
_N'lB� \\ -MKN- PT Sto.17+00.97 alta
_
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/g -MKN- PC Sta.18+93.85
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-L4- Sto. +772 -L4- PC Sto.72+1828
d ) 1 1\ "IN o
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SAFETY RAIL
L4-60+70e T b +80 RT/LT MCKNIGHT DR_SAFETY RAIL -L4-72+00 TO 72+20 LT
- _
^q
1-4-63+00 TO 66+10 LT _
BEGIN APPROACH SLAB\ .> -L4- PC Sto.7/+/5.55
44 STA.60+70.00 SAFETY RAIL -L4- PT Sto.70+6798
U END APPROACH SLAB 6 gam\ -1.4-69+70 TO 70+35 LT
) � a�/: BEGIN BOARDWALK#1 h �.� CLASS B RIP RAP
STA.60+80.00 /* END RETAINING WALL#1 EST.8 TONS
-L4-STA.64+00.00
"x w/ BEGIN RETAINING WALL#1 _L4_STA.65+00.00 a" EST.21 SY GEOTEXTILE
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BEGIN APPROACH SLAB , } \i 10 \
yc� I -L4-STA.63+00.00 1 I, SAFETY RAIL rn
C�"� ! °�'Y �- 'L` -L4- - I SAFETY RAIL
0 TO 72+20 RT =
25'CLEARANCE L4 PC Sto.68+90.62 --�'/ _L4-69+80 TO 70+35 RT CT\
ENDAPPROACH
AF SLAB BUFFER
�4-STA 3+10.00 FROM EX.ELECTRIC .E r .. .. .. .- ioo'PowERUN BEASEM�ENT Nv
.g -J STRUCTURE
-L4- PT Sta.69+56./9 25'CLEARANCE BUFFER
Y �0
-L4- PRC Sto.66+38A3 y
PRC Sta.65+39.33 -L4- PC Sto.69+98.36 i ® FROM EX.ELECTRIC STRUCTURE
°B'PbwE"NLFEps'EMEd4 NN -L4- PCC Sto.64+40.16 -L4- PT Sta.67+36.57 E
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I DowSign Envelope lD:]44]2C84-9F]9-4CFF-BD30-EBBCBBOF]DC4
I
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IT
I o. PROJECT REFERENCE NO. SHEET NO.
C-5604HA 9
WVI SHEET NO.
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25'CLEARANCE BUFFER ; FEp55/�•:y9'�
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-L4- PC StG.78+12.40 - j e > ��i ggo z:
-L4- PC Sta.80+75.24 '%oy•• ,. Q5,
I /I
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UNLESS ALL SIGNATURES COMPLETED
S TB 7 P
/ BENCH TIE IN -L4- PRC Sto.82+55.30 co altoELEV=3U25. � AMHIISI--INN D
/ / Q plHllls xsrelwloumam,xcl of
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10 —L4—81+50 TO 83+00 RT ��
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FROM EX.ELECTRIC STRUCTURE
PJ�
-L4- -L4- PRC Sto.84+71.75 F
P1 Sto 74+0122 P1 Sto 78+78.76 P1 Sto 81+6626
/ -L4- PT Sto.74+54.73 p = 31°28'21.4°(LT) 0 = 67°08'02.1"(RT) L = 20.38'01.4"(LT)
D = 28.3852.4. D = 57°17'44.8e D = Ir 27'33.0"
—L4— PC St0.73+44.87 L = 109.86' L = 117J7' L = 180.06' v
F T = 56.35' T = 66.36' T = 9/.02'
R R = 100.00 R = 500.00' v
= 200.00'
STq — —L4— PT Sto.73+03.84
Pl Sto 83+6525 Pl Sto 85+42.49
0 = 24'48'12.3°(RT) L = 13.26'49.6"(LT)
SF e D = 1P 27'33.0" D = 9.32'57b"
F S� L = 216.45' L = 140.82'
FAT T = 10995' T = 70.73'
R = 500.00' R = 600.00'
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I Q, PROJECT REFERENCE NO. SHEET NO.
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I C-5604HA l0
WI SHEET NO.
ENGINEER
I
-L6- PT Sta.91+48.42 -L6- PC Sto.92+0022 -L6- PT Sto.93+0/. 3 -L6- POT Sto.94+47.77 Al "1A""
-L4- PT Sto.86+12.57 -L4- POT Sta.89 09.94 ppFssio�;yr'•
'"SEAL"
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CLASS B RIP RAP Z DOCUMENT NOT CONSIDERED FINAL
EST.3 TONS
UNLESS ALL SIGNATURES COMPLETED
EST.11 SY OTEXTILE C�
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BEGIN CROSSWAL, REMOVE ataAlly Enginee
-L4-STA.89+09.96 I I E - E j secwva Hors -IN Iu��NUMI
ALONG
s"�°
I I I SYCAMORE
PEDESTRIAN DIRECTIONAL SIGN
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WITH 2 BLADES )`I I L6-STA. +70
LSEE DETAIL SHEEL2B-4 TO 93+9
Lki
- 1 1 1. (REPLAC BY
L �r= \
) INV=336.59' 18 OTHERS)
RCP-IV I Q TIE TO EXISTING
ce0 001 .. ee
(n O I' C _ - - - J CURB AND GUTTER
O TBM 8 INV=335.69 -T��=6 PVC �ri ��; 4 -L6-STA.94+10.36
® BENCH TIE IN ® -SYCAMORE ST. � + --- w -L6-
F 8" OPLAR / 5 69-42'13AE 5 6436'05.7°E REMOVE AND REPLACE EXISTING
Cp ppF - 00 00 10.5 CURB RAMP.PROTECT EXISTING
77
N --1E----------- -11- L cH CONCRETE DECORATIVE CROSSING PI Sto 90+84.23 P1 Sto 91+37.74
Q 11 c B 15"RCP-IV Igo o RATIVE TIE NEW RAMP TO EXISTING PAVEMENT p = 14'3T 56.3"(RT) p = 72'56'11.9"(RT)
--� -- --�--- �� _- 1 10 RELOCATE EXISTING D = 18°47'07.8" D = 286`28'44.0"
pT
'EE -E�" U END C S AL + SOLAR RRFB BEHIND L = 77.89' L = 25.46'
f e' -1.6-STA.91+64.27 - TIE TO EXISTING RAMP CURB T = 39.16' T = 14.78'
i-is L6_SIDEWALK R = 305.00' R = 20.00'
15"
J I RCP-III PEDESTRIAN EXISTING OFF STA.94+25.90
0
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ZxA 0 WITH 2 BLADES TI D IV A Pl Sto 92+5I.0/
-L6- PC Sta.90+45.07 p0J D w SEE DETAIL SHEET 213-4 AT YG T F I p = 5"06'07.3"(RT)
m o D = 5°0/'33.4"
10 of / L = 10.51'
I T = 50.79'
90 ET
-L6- POT Sta.90+00.00 EMERY R = 1J40.00'
PEDESTRIAN
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WITH 2 BLADES
SEE DETAIL SHEET 2"
-L6- PCC Sto.9/+22.96
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