HomeMy WebLinkAbout830-170CITY OF ASPEN, COLORADO �y
5TH STREET TO
CITY OF
!ASPEN
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FIR# 10 00
7
'b , INDEX OF SHEETS
1 TITLE SHEET
2 STANDARD PLAN LIST
3 GENERAL NOTES
4 SUMMARY OF APPROXIMATE QUANTITIES
5 TYPICAL SIDEWALK SECTIONS
6 -7 TYPICAL DETAILS (2 SHEETS)
8 SITE PLAN & PROJECT CONTROL DATA
9 -11 SIDEWALK PLAN & PROFILE (3 SHEETS)
12 -13 CURB RAMP DETAILS (2 SHEETS)
14 -15 WALK CONNECTION DETAILS (2 SHEETS)
16 -21 CROSS- SECTIONS (6 SHEETS)
VICINITY MAP
N.T.S.
COMPUTER FILE INFORMATION
CREATION DATE: 11 -13 -06 INITIALS:
LAST MODIFICATION DATE: 3/7/08 INITIALS:
FULL PATH:
DRAWING FILE NAME:
ACAD VER: R04 SCALE: AS SHOWN
SRF
LX
UNITS: ENGLISH
SHEET REVISIONS
q
d
CONTRACT INFORMATION
CONTRACTOR: CONST. MANAGER:
NO REVISIONS: PROJ. START: PROD. COMPLETE:
REVISED: PROJECT ENGINEER:
DIRECTOR OF PUBLIC WORKS:
VOID: ISSUED BY: LORIS AND ASSOCIATES, INC., PROJECT
06130
28
PROJECT NO /CODE
MAIN STREET SIDEWALK
SHEET NUMBER
BID SET
05-18-2008
PLAN
NEW
OR M STANDARD
PAGE
NUMBER
REVISED TITLE
NUMBER
m
M -100 -1
0
STANDARD SYMBOLS (3 SHEETS) ...............................
1 -3
0
M -203 -1
0
APPROACH ROADS .................... ..............................4
0
O
M -203 -2
0
DITCH TYPES ......................... ..............................5
.......................91 -92
0
M- 203 -11
0
SUPERELEVATION CROWNED AND ... ............................6
-8
0
CURB RAMPS (4 SHEETS) .......... ........................103
-106
DIVIDED HIGHWAYS (3 SHEETS)
CURBS, GUTTERS, AND SIDEWALKS (3
0
M- 203 -12
0
SUPERELEVATION STREETS (2 SHEETS) ......................9
-10
0
M -206 -1
O
EXCAVATION AND BACKFILL FOR STRUCTURES .............11
-12
SAND BARREL ARRAYS (2 SHEETS) .........................119
-120
O
(2 SHEETS)
O
M -206 -2
O
EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS)
....13 -14
M
M -208 -1
0
TEMPORARY EROSION CONTROL (7 SHEETS) ................
15 -21
0
M -210 -1
0
MAILBOX SUPPORTS (2 SHEETS) ... ..........................22
-23
0
M -214 -1
0
PLANTING DETAILS ................. ............................... 24
0
M -412 -1
0
CONCRETE PAVEMENT JOINTS (5 SHEETS) .................25 -29
O
M -510 -1
0
STRUCTURAL PLATE PIPE H -20 LOADING .......................30
TYPICAL POLE MOUNT SIGN INSTALLATIONS ......................157
0
M -601 -1
O
SINGLE CONCRETE BOX CULVERT (2 SHEETS) ............. 31 -32
0
M -601 -2
0
DOUBLE CONCRETE BOX CULVERT (2 SHEETS) .............33
-34
0
M -601 -3
0
TRIPLE CONCRETE BOX CULVERT (2 SHEETS) .............35 -36
O
M- 601 -10
O
HEADWALL FOR PIPES ............... .............................37
0
M- 601 -11
0
TYPE "S" SADDLE HEADWALLS FOR PIPE .......................38
S- 614 -40A
0
M- 601 -12
O
HEADWALLS AND PIPE OUTLET PAVING ......................
39
0
M- 601 -20
0
WINGWALLS FOR PIPE OR BOX CULVERTS ......................40
S- 614 -50
0
M -603 -1
0
METAL AND PLASTIC PIPE (2 SHEETS) .....................
41 -42
O
M -603 -2
0
REINFORCED CONCRETE PIPE ........................ ...........
43
0
M -603 -3
0
PRECAST CONCRETE BOX CULVERT .. .............................44
0
M- 603 -10
0
CONCRETE AND METAL END SECTIONS (2 SHEETS) ........
45 -46
0
M -604 -10
0
INLET, TYPE C ..................... ...............................
47
0
M- 604 -11
O
INLET, TYPE D ..................... ...............................
48
0
M- 604 -12
0
CURB INLET TYPE R (2 SHEETS) . ..........................49
-50
0
M- 604 -13
0
CONCRETE INLET TYPE 13 ............................... ....... 51
0
M- 604 -20
0
MANHOLES (3 SHEETS) ........ ...............................
52 -54
0
M- 604 -25
0
VANE GRATE INLET (5 SHEETS) ... ..........................55 -59
0
M -605 -1
0
SUBSURFACE DRAINS ................ .............................60
O
M -606 -1
0
GUARDRAIL TYPE 3 W —BEAM (16 SHEETS) .................
61 -76
O
M- 606 -13
0
GUARDRAIL TYPE 7 F —SHAPE BARRIER (4 SHEETS) .......77
-80
0
M- 606 -14
0
PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS) ..........81
-83
NEW
OR M STANDARD
PAGE
REVISED
TITLE
NUMBER
% • '1r ;..
`•. •,� �: ••,
~•� ,����`�
0
S -612 -1
0
0
WIRE FENCES AND GATES (3 SHEETS)
......................84 -86
S -614 -1
CHAIN LINK FENCE (3 SHEETS) .... ..........................87
-89
0
BARRIER FENCE ....................... .............................90
S -614 -2
O
DEER FENCE AND GATES (2 SHEETS)
.......................91 -92
0
PICKET SNOW FENCE ................ .............................93
0
0
ROAD CLOSURE GATE (9 SHEETS) ...........................94 -102
0
CURB RAMPS (4 SHEETS) .......... ........................103
-106
CLASS III SIGNS (3 SHEETS) ......... ........................140
CURBS, GUTTERS, AND SIDEWALKS (3
SHEETS) ........... 107 -109
S- 614 -5
CATTLE GUARD (2 SHEETS) ......... ........................110 -111
0
ROADWAY LIGHTING (4 SHEETS) . ............................112
-115
0
RUMBLE STRIPS (3 SHEETS) ..... ............................116
-118
M -629 -1
SAND BARREL ARRAYS (2 SHEETS) .........................119
-120
O
EMBANKMENT PROTECTOR TYPE 3 ... ............................121
0
EMBANKMENT PROTECTOR TYPE 5 ... ............................122
FOR CLASS III SIGNS (2 SHEETS)
0
INVERTED SIPHON .................... ............................123
S -614 -8
FIELD LABORATORY CLASS 1 ........ ............................124
TUBULAR STEEL SIGN SUPPORT DETAILS (5 SHEETS) ......
0
FIELD LABORATORY CLASS 2 ....... ............................125
S -614 -10
0
FIELD OFFICE CLASS 1 .............. ............................126
0
FIELD OFFICE CLASS 2 .............. ............................127
0
STRUCTURE NUMBER INSTALLATION ... ............................153
SURVEY MONUMENTS (2 SHEETS) .. ........................128 -129
THE STANDARD PLAN SHEETS INDICATED HEREON BY A
MARKED BOX ARE TO BE USED TO CONSTRUCT THIS
PROJECT.
ALL OF THE M &S STANDARD PLANS, AS SUPPLEMENTED
AND REVISED, APPLY TO THIS PROJECT WHEN USED
BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM.
PLAN NEW
OR S STANDARD
PAGE
NUMBER REVISED TITLE
NUMBER
Loris and Associates, Inc.
2585 Trail Ridge Drive East
Lafayette, Colorado 80026
' 303.444.2073
www.LorlsAndAssoolates.00m
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0
S -612 -1
0
DELINEATOR INSTALLATIONS (5 SHEETS) ....................131
-135
M
S -614 -1
0
GROUND SIGN PLACEMENT (2 SHEETS) .......................136
-137
0
S -614 -2
0
CLASS I SIGNS .......................... ............................138
M -613 -1
0
S -614 -3
0
CLASS II SIGNS ......................... ............................139
0
0
S -614 -4
0
CLASS III SIGNS (3 SHEETS) ......... ........................140
-142
0
S- 614 -5
0
BREAK —AWAY SIGN SUPPORT DETAILS ........................143
-144
M- 620 -11
0
M- 620 -12
FOR GROUND SIGNS (2 SHEETS)
M -629 -1
0
S -614 -6
O
CONCRETE FOOTINGS AND SIGN ISLANDS ....................145 -146
FOR CLASS III SIGNS (2 SHEETS)
O
S -614 -8
O
TUBULAR STEEL SIGN SUPPORT DETAILS (5 SHEETS) ......
147 -151
0
S -614 -10
0
MARKER ASSEMBLY INSTALLATIONS ... ............................152
0
S- 614 -12
0
STRUCTURE NUMBER INSTALLATION ... ............................153
0
S- 614 -14
0
FLASHING BEACON AND SIGN INSTALLATIONS (3 SHEETS)
.154 -156
0
S- 614 -20
0
TYPICAL POLE MOUNT SIGN INSTALLATIONS ......................157
0
S- 614 -21
0
CONCRETE BARRIER SIGN POST INSTALLATIONS ..................158
0
S- 614 -22
0
TYPICAL MULTI —SIGN INSTALLATIONS . .. ............................159
0
S- 614 -40
0
TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS .............
160 -166
(7 SHEETS)
0
S- 614 -40A
0
ALTERNATIVE TRAFFIC SIGNAL INSTALLATION DETAILS ........
167 -171
(5 SHEETS)
0
S- 614 -50
0
MONOTUBE OVERHEAD SIGNS (14 SHEETS) ...................172
-185
0
S -627 -1
0
PAVEMENT MARKINGS (5 SHEETS) .... ........................186
-190
0
S -630 -1
0
TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION ............
191 -202
(12 SHEETS)
O
S -630 -2
0
BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) ................203
AND VERTICAL PANELS
S -630 -3
FLASHING BEACON (PORTABLE) DETAILS ...........................204
0
0
COLORADO
DEPARTMENT OF TRANSPORTATION
STANDARD PLANS LIST
M&S STANDARDS
J u l y 04, 2006
M
UTILITY NOTIFICATION
CENTER OF COLORADO
1- 800 - 922 -1987
CALL 2- BUSINESS DAYS IN ADVANCE
EFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES
COMPUTER FILE INFORMATION
0
0
0
�
O
SHEET REVISIONS
0
Loris and Associates, Inc.
2585 Trail Ridge Drive East
Lafayette, Colorado 80026
' 303.444.2073
www.LorlsAndAssoolates.00m
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M -607 -3
STANDARD PLANS
LIST
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
PROJECT NO /CODE
CREATION DATE: 03/16/07 INITIALS: LX
M- 607 -10
0
M- 607 -15
NO REVISIONS:
REVISED:
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
_
LAST MODIFICATION DATE: INITIALS:
M -609 -1
0
M -611 -1
FULL PATH:
M -613 -1
O
M -614 -1
DRAWING FILE NAME:
M -614 -2
0
M -615 -1
SHEET NUMBER
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
0
M -616 -1
0
M -620 -1
VOID:
SHEET SUBSET: —
SUBSET SHEETS: —
PLAN
NUMBER
O
M -607 -1
0
M -607 -2
0
M -607 -3
0
M -607 -4
O
M- 607 -10
0
M- 607 -15
M
M -608 -1
M
M -609 -1
0
M -611 -1
O
M -613 -1
O
M -614 -1
0
M -614 -2
0
M -615 -1
O
M -615 -2
0
M -616 -1
0
M -620 -1
0
M -620 -2
0
M- 620 -11
0
M- 620 -12
0
M -629 -1
GENERAL:
G1. ALL WORK SHALL BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION, 2005 EDITION AND PROJECT SPECIAL PROVISIONS; THE LATEST M &S
STANDARDS; CITY OF ASPEN STANDARDS; AND THE PROJECT CONTRACT BID DOCUMENTS.
G2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BUILD THE PROJECT ACCORDING TO APPROVED PLANS AND
DETAILS AND IN ACCORDANCE WITH THE CURRENT CITY OF ASPEN STANDARDS AND SPECIFICATIONS. FIELD CHANGES
TO THESE PLANS ARE TO BE APPROVED BY THE CITY OF ASPEN ENGINEERING DEPARTMENT PRIOR TO ANY WORK.
FIELD CONDITIONS THAT CONFLICT WITH OR JEOPARDIZE THE LONGEVITY OF THE PROPOSED IMPROVEMENTS SHALL BE
BROUGHT TO THE ATTENTION OF THE CITY PROJECT MANAGER FOR RESOLUTION. FAILURE TO BRING SUCH MATTERS
TO THE CITY'S ATTENTION OR TO OBTAIN APPROVAL OF MEDIAL MEASURES WILL IN NO WAY RELIEVE THE CONTRACTOR
OF THEIR OBLIGATION TO RESOLVE THE MATTER TO THE SATISFACTION OF THE CITY OF ASPEN ENGINEERING
DEPARTMENT.
G3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE FIELD INSPECTIONS DURING THE COURSE OF
CONSTRUCTION. FAILURE TO PERFORM THE FIELD INSPECTION(S) SHALL IN NO WAY RELIEVE THE CONTRACTOR OF
OBLIGATIONS, PERFORMANCE STANDARDS OR CONSTRUCTION SPECIFICATIONS. ANY WORK THE PROCEEDS WITHOUT THE
APPROVED INSPECTION OF THE CITY PROJECT MANAGER SHALL BE CORRECTED AT NO COST TO THE CITY.
G3. THE EXISTING CONDITIONS INDICATED ON THESE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE
CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND FOR THE FIT OF ALL NEW CONSTRUCTION.
G4. EXISTING TOPOGRAPHY AND FEATURES SHOWN IN THESE DRAWINGS ARE THE RESULTS OF A SITE SURVEY
PERFORMED BY SOPRIS ENGINEERING, DATED 08/25/2006.
G5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY OF ALL STRUCTURES AND EXCAVATIONS
DURING CONSTRUCTION.
G6. THE CONTRACTOR MUST MAINTAIN ACCESS TO ALL DWELLING ENTRANCES DURING CONSTRUCTION.
G7. DEWATERING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.
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E1. THE DEPTH AND WIDTH OF THE SIDE SLOPES SHALL BE VARIED WHERE NECESSARY IN ORDER TO PROVIDE
PROPER DRAINAGE.
E2. BREAK POINTS ON SLOPES AND IN BOTTOMS OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION FOR A
PLEASING APPEARANCE.
UTILITIES:
U1. UTILITY LINES AS SHOWN ON THE PLAN SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE
CONTRACTOR'S ATTENTION IS DIRECTED TO PARAGRAPH 105.10 OF THE STANDARD SPECIFICATION CONCERNING UTILITIES.
FOR UTILITY LOCATES, THE CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT
1- 800 - 922 -1987 AT LEAST TWO (2) WORKING DAYS (NOT INCLUDING THE INITIAL DAY OF CONTACT) PRIOR TO
DIGGING, GRADING OR EXCAVATING.
U2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST AVAILABLE
INFORMATION. IT IS HOWEVER THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY HORIZONTAL AND VERTICAL
LOCATIONS OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION AND TO NOTIFY THE ENGINEER OF ANY
DISCREPANCY. ALL CONFLICTING UTILITIES SHALL BE EXPOSED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND
INSPECTED BY THE ENGINEER TO VERIFY CONFORMANCE WITH THE PLANS. THIS PARTICULARLY APPLIES TO
UNDERGROUND WORK TO BE COMPLETED ON THIS PROJECT BY THE CONTRACTOR. RELOCATION OF EXISTING UTILITIES
IS NOT A PART OF THIS CONTRACT EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATION OF UTILITY REALLOCATIONS BY UTILITY COMPANIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING UTILITIES DURING CONSTRUCTION AND SHALL HOLD THE CITY OF ASPEN HARMLESS FOR DAMAGES ARISING
FROM CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT EXISTING UTILITIES.
U3. THE CONTRACTOR SHALL REFERENCE THE PROJECT TECHNICAL SPECIFICATIONS FOR ADDITIONAL ITEMS THE
CONTRACTOR SHALL ADHERE TO IN COOPERATION WITH UTILITIES.
UTILITY CONTACT LIST:
THE FOLLOWING NUMBERS ARE FOR UTILITIES LOCATED WITHIN THE PROJECT:
UTILITY PHONE
ASPEN CONSOLIDATED SANITATION DIST. 970 - 925 -3601
CITY WATER DEPARTMENT 970 - 920 -5111
CITY ELECTRIC DEPARTMENT 970 - 920 -5148
COMCAST (CABLE TELEVISION) 970 - 925 -4098
KN ENERGY 970 - 928 -0408
HOLY CROSS ENERGY 970 - 947 -5428
QWEST 970 - 384 -0238
CONTACT
TOM BRACEWELL
PHIL OVEREYNDER
JINX CAPPARELLA
MICHAEL JOHNSON
JEFF NELSON
LIBBY COWLING
JASON SHARPE
CITY OF ASPEN PARKS (IRRIGIATOIN DITCH) 970 - 429 -2031 TOM RUBEL
STORMWATER MANAGEMENT PLAN (SWMP),
SITE DESCRIPTION
A) THE PROPOSED CONSTRUCTION CONSISTS OF SIDEWALK IMPROVEMENTS.
B) THE TOTAL AREA EFFECTED IS LESS THAN 0.1 ACRES
C) EXISTING GROUND COVER IS PRIMARILY NATIVE GRASSES AND SOD.
D) NO OTHER POTENTIAL POLLUTION SOURCES ARE PROPOSED AS PART OF THIS PROJECT
E) NO NON- STORMWATER COMPONENTS OF DISCHARGE DURING CONSTRUCTION ARE ANTICIPATED
BEST MANAGEMENT PRACTICES FOR STORMWATER MANAGEMENT
STRUCTURAL BMPS SHALL CONSIST OF PRIMARILY OF EROSION LOGS AND OTHER SURFACE PLACED EROSION
CONTROL DEVICES. SILT FENCE SHALL NOT BE USED, TO MINIMIZE ADVERSE IMPACTS TO THE ADJACENT
VEGETATION. THE CONTRACTOR MUST PREVENT SEDIMENTATION DEPOSITS INTO THE ADJACENT IRRIGATION DITCH
AND STORMSEWER SYSTEM. THE CONTRACTOR MAY TEMPORARILY PIPE THE DITCH ADJACENT TO EXCAVATIONS
DURING CONSTRUCTION. NONSTRUCTURAL BMPS WILL BE IMPLEMENTED TO THE MAXIMUM EXTENT POSSIBLE.
THE UTILIZATION OF NONSTRUCTURAL BMPS WILL BE AN ONGOING PROCESS DIRECTED AT PREVENTING
EROSION. THE NONSTRUCTURAL BMPS WILL RECEIVE CONTINUOUS EMPHASIS THROUGHOUT CONSTRUCTION
BECAUSE THEY AVERT PROBLEMS BEFORE THEY OCCUR AND REDUCE THE NEED FOR STRUCTURAL BMPS.
NONSTRUCTURAL BMPS WILL CONSIST PRIMARILY OF PLANNING AND SCHEDULING CONSTRUCTION ACTIVITIES
AIMED AT ACHIEVING THE GOAL OF MINIMIZING AND STABILIZING DISTURBED AREAS. PERSONNEL WILL BE
INSTRUCTED AND SUPERVISED IN CONSTRUCTION METHODS CONSISTENT WITH EROSION PREVENTION PRACTICES.
CHEMICAL AND PETROLEUM PRODUCTS STORAGE
THE CONTRACTOR WILL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN CONFINED AREAS ON SITE FROM
WHICH RUNOFF WILL BE CONTAINED AND FILTERED. MATERIALS WILL BE STORED OFF THE GROUND AND
PROTECTED FROM THE WEATHER BY A COVER OR STORED IN A CONTAINER SUCH AS A VAN. OR TRAILER. AN
EARTHEN DIKE WILL BE CONSTRUCTED AROUND THE PERIMETER OF THE FUEL STORAGE AREA TO PREVENT
MATERIALS FROM CONTACT WITH SURFACE RUNOFF. EQUIPMENT MAINTENANCE WILL BE PERFORMED IN A
DESIGNATED AREA AND STANDARD MAINTENANCE PROCEDURES, SUCH AS THE USE OF DRIP PANS, WILL BE
USED TO CONTAIN PETROLEUM PRODUCTS.
EXECUTION
THE CONTRACTOR SHALL SUBMIT A EROSION CONTROL PLAN TO THE OWNER 10 DAYS PRIOR TO
COMMENCEMENT OF CONSTRUCTION FOR REIVEW AND APPROVAL.
ALL EROSION CONTROL WILL BE PAID FOR AS ITEM 208 - EROSION CONTROL, LUMP SUM.
MAINTENANCE
THE EROSION CONTROL MEASURES WILL BE INSPECTED DAILY DURING CONSTRUCTION BY THE CONTRACTOR.
AT MINIMUM THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS EVERY 14 DAYS AND AFTER
SIGNIFICANT PRECIPITATION EVENTS (i.g., RAINFALL, SNOW MELT). INSTALLATIONS AND MODIFICATIONS AS
REQUIRED BY THE CITY OF ASPEN OR AUTHORIZED PERSONNEL WILL BE IMPLEMENTED WITHIN 48 HOURS OF
NOTIFICATION
CONSTRUCTION:
BRIDGE & ROADWAY ABBREVIATIONS
® = AT\AT EACH
ABC = AGGREGATE BASE COURSE
ABUT = ABUTMENT
ALT = ALTERNATE
ARCH = ARCHITECTURAL
BF = BACK FACE
BM = BEAM
BOF = BOTTOM OF FOOTING
BOW = BOTTOM OF WALL
BRG = BEARING
BTM = BOTTOM
f = CENTERLINE
(CIP) = (COMPLETE IN PLACE)
CJ = CONTROL JOINT
CLR = CLEAR \CLEARANCE
CONST JNT = CONSTRUCTION JOINT
COL = COLUMN
CONC = CONCRETE
CONT = CONTINUOUS
CP = CONTROL POINT
$ = DIAMETER
DET = DETAIL
DIAG = DIAGONAL
DWG = DRAWING
DWLS = DOWELS
E = EPDXY COATED
EF = EACH FACE
EL \ELEV = ELEVATION
EOP = EDGE OF PAVEMENT
EOTW = EDGE OF TRAVELED WAY
EST = ESTIMATED
EW = EACH WAY
EQUIP = EQUIPMENT
EXIST = EXISTING
EXP = EXPANSION
FF = FAR FACE
FIG = FOOTING
GAVL = GALVANIZED
GEOTECH = GEOTECHNICAL
GRD BM = GRADE BEAM
HORIZ = HORIZONTAL
HCL = HORIZONTAL CONTROL LINE
IF = INSIDE FACE
INV EL = INVERT ELEVATION
LP = LIGHT POLE
MAS = MASONRY
MATL = MATERIAL
MAX = MAXIMUM
MB = MAIL BOX
MFR = MANUFACTURER
MIN = MINIMUM
MK = MARK
NF = NEAR FACE
NTS = NOT TO SCALE
OC = ON CENTER
OF = OUTSIDE FACE
OH = OVERHEAD
OPNG = OPENING
OPP = OPPOSITE
R = PLATE
PC = POINT OF CURVATURE
PEFJ = PREFORMED EXPANSION JOINT FILLER
PGL = PROFILE GRADE LINE
PI = POINT OF INTERSECTION
PK = KNOWN POINT
PP = POWER POLE
PROJ = PROJECTION
PROP = PROPOSED
PT = POINT OF TANGENCY
QTY = QUANTITY
R \RAD = RADIUS
REINF = REINFORCING
REF = REFERENCE
REQD = REQUIRED
ROW = RIGHT OF WAY
C1. PROTECTION OF EXISTING VEGETATION, INCLUDING ROOT SYSTEMS AND MINIMIZATION OF IMPACT TO ADJACENT
FACILITIES IS OF UTMOST IMPORTANCE. EXCAVATION REQUIRED SHALL BE ACCOMPLISHED BY HAND DIGGING OR AIR
SPADE. HEAVY MACHINERY MAY NOT BE OPERATED OVER THE EXISTING TREE ROOT SYSTEMS, WITHOUT PRIOR APPROVAL
OF THE OWNER. EXCAVATIONS SHALL BE LIMITED TO THE ABSOLUTE MINIMUM REQUIRED TO CONSTRUCT THE PROJECT.
C2. LIMITS OF CONSTRUCTION SHALL BE CONFINED TO PUBLIC RIGHTS -OF -WAY, EASEMENTS, CONSTRUCTION LIMIT
AREAS, OR AS DIRECTED BY THE ENGINEER IN THE FIELD. LIMITS OF CONSTRUCTION IN ALL AREAS SHALL BE
DESIGNATED WITH ORANGE CONSTRUCTION SAFETY CONSTRUCTION FENCING. THE CONTRACTOR SHALL BE SOLEY
RESPONSIBLE FOR MAINTAINING PUBLIC SAFETY MEASURES ON AND ADJACENT TO THE PROJECT.
C3. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS, IRRIGATION, OR LANDSCAPING IS THE RESPONSIBILITY OF THE
CONTRACTOR. ALL ASSOCIATED COSTS FOR IMPROVEMENT REPAIRS SHALL BE CONSIDERED INCIDENTAL AND PAID FOR
BY THE CONTRACTOR, AT NO EXPENSE TO THE CITY.
C4. THE CONTRACTOR SHALL HAVE: ONE (1) COPY OF THE PLANS AND ONE (1) COPY OF THE CONSTRUCTION
SPECIFICATIONS FOR THE PROJECT AT THE JOB SITE AT ALL TIMES.
C6. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH IMPACTED UTILITIES TO ASSURE THE TIMELY
RELOCATION OF THEIR FACILITIES. THIS COORDINATION SHALL INCLUDE ANTICIPATED IMPACTED UTILITIES AND
UNFORESEEN UTILITIES.
C7. THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALL TIMES. AREAS AND
FACILITIES SUBJECTED TO FLOODING, REGARDLESS OF THE SOURCE OF WATER SHALL BE PROMPTLY DEWATERED AND
RESTORED AT NO COST TO THE OWNER. THIS SHALL INCLUDE REMOVAL OF ANY DEBRIS CAUSED BY FLOODING.
C8. THE CONTRACTOR IS REQUIRED TO KEEP ALL DRAINAGE FACILITIES FUNCTIONAL AND MAINTAIN DRAINAGE TO THOSE
FACILITIES AT ALL TIMES DURING CONSTRUCTION.
C9. ANY CONSTRUCTION DEBRIS OR MUD - TRACKING IN THE PUBLIC RIGHT -OF -WAY RESULTING FROM THE WORK SHALL
BE REMOVED IMMEDIATELY BY THE CONTRACTOR. IF NOT REMOVED, THE CITY WILL REMOVE AT THE CONTRACTORS
EXPENSE.
CONSTRUCTION TRAFFIC CONTROL NOTES:
T1. ALL CONSTRUCTION THAT IMPACTS TRAFFIC ON MAIN STREET OR OTHER ROADWAYS WILL REQUIRE
CONSTRUCTION TRAFFIC CONTROL ACCORDING TO THE CDOT STANDARD PLAN NO. S -630 -1 "TRAFFIC
CONTROLS FOR HIGHWAY CONSTRUCTION" FOR THE APPLICABLE CASE AND SHALL BE CONSISTENT AND
COMPLIANT TO THE MOST CURRENT VERSION OF THE MANUAL OF UNIFORM TRAFFIC DEVICES (MUTCD).
T2. THE CONTRACTOR MAY CLOSE ONE LANE OF TRAFFIC ON MAIN STREET DURING THE HOURS OF 7 AM TO
5 PM. NO OVERNIGHT LANE CLOSURES OF MAIN STREET WILL BE ALLOWED.
T3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF THE OBSTRUCTION (PARTIAL OR
COMPLETE) OF ANY INTERSECTION OR SECTION OF ROADWAY TO TRAFFIC. SUCH NOTIFICATION SHALL BE
PROVIDED TO THE CITY OF ASPEN COMMUNICATIONS (FIRE, POLICE, AND AMBULANCE) AT LEAST 24 HOURS IN
ADVANCE OF SUCH BLOCKAGE OR OBSTRUCTION OF ROADWAY. PLEASE CALL (970) 920 -5310 FOR
NOTIFICATION.
T4. ALL DRIVEWAYS SHALL BE MAINTAINED AND LEFT OPEN FOR LOCAL TRAFFIC DURING CONSTRUCTION. ALL
DRIVE SIDESLOPES SHALL BE 6:1 UNLESS NOTED OTHERWISE.
T5. THE CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL, A DETAILED TRAFFIC CONTROL PLAN AND
SCHEDULE TO THE CITY OF ASPEN A MINIMUM OF FIVE (5) BUSINESS DAYS PRIOR TO COMMENCEMENT OF
ANY WORK.
T6. THE COST OF ALL TRAFFIC CONTROL NEEDED FOR THE PROJECT SHALL BE INCLUDED IN ITEM 630 -
CONSTRUCTION TRAFFIC CONTROL (LUMP SUM).
T7. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ACCESS TO FIRE HYDRANTS THROUGHOUT ALL PHASES OF
CONSTRUCTION.
UTILITY NOTIFICATION
CENTER OF COLORADO
1- 800 - 922 -1987
OR 287 -0595 I DENVVER
CALL 2- BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES
Z = SURVEY LINE
SCJ = SAW CUT JOINT
SHT = SHEET
SIM = SIMILAR
SPA = SPACING \SPACES
SPEC = SPECIFICATIONS
SQ = SQUARE
STA = STATION
STD = STANDARD
SYM = SYMMETRICAL
T & B = TOP & BOTTOM
TAN = TANGENT
TH = TEST HOLE
TOC = TOP OF CONCRETE
TOF = TOP OF FOOTING
TOW = TOP OF WALL
TYP = TYPICAL
UNO = UNLESS NOTED OTHERWISE
VERT = VERTICAL
VC = VERTICAL CURVE
VPC = VERTICAL POINT OF CURVATURE
VPI = VERTICAL POINT OF INTERSECTION
VPT = VERTICAL POINT OF TANGENCY
WL = WORKING LINE
WP = WORKING POINT
BID SET
05- 18-2008
COMPUTER FILE INFORMATION
0
SHEET REVISIONS
Loris and Associates, Inc.
2585 Trail Ridge Drive East
Lafayette, Colorado 80026
303.444
www.LodsAndAssociates.com
°
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GENERAL
NOTES
PROJECT NO /CODE
CREATION DATE: 03/16/07 INITIALS: LX
NO REVISIONS:
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
_
LAST MODIFICATION DATE: INITIALS:
FULL PATH:
REVISED:
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
DRAWING FILE NAME:
VOID:
SHEEP NUMBER 3
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
SHEET SUBSET: -
SUBSET SHEETS: -
* THE CITY OF ASPEN RESERVES THE RIGHT TO ELIMINATE THIS ITEM FROM THE CONTRACT
BID SET
05-19-2008
«> > OF OOLOM
1- 800-922 - 198 7
c M DAYS IN ADVANM
Z 1•. r a
COMPUTER FILE INFORMATION
SHEET REVISIONS
MAIN STREET
r Loris and A Inc.
'
2585 Trail Ridge Drive East
Lafayette, Colorado 80026
303.444.2073
www.LodsAndAssociates.com
%
t 1; 'h �• .
•� •,. is '•,
..� . e'er -�•
SUMMARY OF APPROXIMATE
QUANTITIES
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
PROJECT NO /CODE
CREATION DATE: 03/16/07 INITIALS: LX
PROJECT TOTALS
INDEX
INDEX
CONTRACT ITEM
UNIT
FULL PATH:
DRAWING FILE NAME:
SHEET SUBSET: -
SUBSET SHEETS: -
ACRD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
ITEM N0.
PLAN
AS
PLAN
AS
PLAN
AS
PLAN
AS
BOOK
PAGE
SHEET
CONST.
CONST.
CONST.
CONST.
106
MATERIAL TESTING
LS
1
—
—
—
—
—
—
—
—
1
201
CLEARING AND GRUBBING
LS
1
—
—
—
—
—
—
—
—
1
202
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
LS
1
—
—
—
—
—
—
—
—
1
202
REMOVAL OF SIDEWALK
SY
38
—
—
—
—
—
—
—
—
38
202
REMOVAL OF CURB & GUTTER
LF
38
—
—
—
—
—
—
—
—
38
202
REMOVAL OF ASPHALT MAT
SY
9
—
—
—
—
—
—
—
—
9
208
EROSION CONTROL
LS
1
—
—
—
—
—
—
—
—
1
210
RESET LIGHT POLE
EA
1
—
—
—
—
—
—
—
—
1
210
RESET SIGN
EA
3
—
—
—
—
—
—
—
—
3
212
SOD
SF
1300
—
—
—
—
—
—
—
—
1300
403
HOT MIX ASPHALT (GRADING SX) 6 1/2" PATCHING
SY
9
—
—
—
—
—
—
—
—
9
506
DRY STACK RETAINING WALL
SF
25
—
—
—
—
—
—
—
-
25
506
STONE PIPE END TREATMENT
EACH
6
—
—
—
—
—
—
—
—
6
603
6 INCH HDPE PIPE
LF
88
—
—
—
—
—
—
—
—
88
603
8 INCH HDPE PIPE
LF
248
—
—
—
—
—
—
—
—
248
603
10 INCH HDPE PIPE
LF
7
—
—
—
—
—
—
—
—
7
604
DRAINANGE STRUCTURE (SPECIAL)
EA
2
—
—
—
—
—
—
—
—
2
604
DRAIN BASIN (SPECIAL)
EA
1
—
—
—
—
—
—
—
—
1
608
CONCRETE CURB RAMP
SY
16.3
—
—
—
—
—
—
—
—
16.3
608
CONCRETE SIDEWALK (6 INCH)
SF
518
—
—
—
—
—
—
—
—
518
608
RUBBERIZED SIDEWALK PAVER (SPECIAL)
SF
1842
—
—
—
—
—
—
—
—
1842
608
SNOWMELT *
LS
1
—
—
—
—
—
—
—
—
1
609
CURB AND GUTTER TYPE 2 (SECTION IIB)
SY
38
—
—
—
—
—
—
—
—
38
625
CONSTRUCTION SURVEYING
LS
1
626
MOBILIZATION
LS
1
630
CONSTRUCTION ZONE TRAFFIC CONTROL
LS
1
N u�uuu
�
p
*1 11
P.
4
Y 2
2 8sw#
* THE CITY OF ASPEN RESERVES THE RIGHT TO ELIMINATE THIS ITEM FROM THE CONTRACT
BID SET
05-19-2008
«> > OF OOLOM
1- 800-922 - 198 7
c M DAYS IN ADVANM
Z 1•. r a
COMPUTER FILE INFORMATION
SHEET REVISIONS
r Loris and A Inc.
'
2585 Trail Ridge Drive East
Lafayette, Colorado 80026
303.444.2073
www.LodsAndAssociates.com
%
t 1; 'h �• .
•� •,. is '•,
..� . e'er -�•
SUMMARY OF APPROXIMATE
QUANTITIES
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
PROJECT NO /CODE
CREATION DATE: 03/16/07 INITIALS: LX
NO REVISIONS
REVISED:
VOID:
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
_
SHEEP NUMBER 4
LAST MODIFICATION DATE: 04/22/08 INITIALS: LX
FULL PATH:
DRAWING FILE NAME:
SHEET SUBSET: -
SUBSET SHEETS: -
ACRD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
BID SET
05- 19-2008
5' SIDEWALK
2.5' 2.5'
EX TREE
(TYP)
BACK OF CURB
MAIN STREET
(TYP)
2" IRUBBERIZED
SID ALK PAVER
(S E DETAILS)
5' SIDEWALK
2.5' 2.5'
HCL &
PGL
FILL
(TYP)
—
PERFORATED HDPE PIPE
W/ SYNTHETIC WRAP
EXISTING
2.0%
ROW VARIES
:13i1 &i111:i
HCL &
PGL
MAIN STREET 2.0%
EXISTING GROUND
W' PEA GRAVEL ( -INCH) *
31/2" CRUSHED AGGREGATE ( -INCH)
PEA GRAVEL (% -INCH)
PATH TYPICAL SECTION - A
(RUBBER PAVERS)
* CAN BE REDUCED TO 1 WHERE NEEDED TO
PROTECT TREE ROOTS
STONE 8 "x8 "08" MIN. **
11" JOINT FILLER MATERIAL
2%
PATH TYPICAL SECTION - B
(AT- GRADE)
NOTE: STA 3 +15 TO STA 3 +90 PROVIDE 3/4 -INCH POLY PLASTIC PIPE, CRISSCROSSED
IN THE CONCRETE. PROVIDE 5' OF PIPE BEYOND THE EDGE OF CONCRETE. PIPE AND
INSTALLATION PAID FOR UNDER ITEM 608 - SNOWMELT (LS). CONCRETE PAID FOR
SEPARATELY UNDER ITEM 608 - CONCRETE SIDEWALK (6- INCH).
HDPE PIPE
w II 1�
TOP STONE
w i i i i ji SIDE STONE
CURB RAMP
BUFF SANDSTONE, 2" TO 8"
CRUSHED ROCK ( -INCH)
WRAPPED IN GEOTEXTILE
M119191mmmr - 6" CRUSHED ROCK ( -INCH)
c c ,c 5dididio`i
DRYSTACK WALL DETAIL ** TOP ROW TO BE SET SMOOTH AND LEVEL W/ ADJACENT
STONE. MORTAR TOP 3 COURSES. NO MORTAR SHALL BE
VISIBLE
COMPUTER FILE INFORMATION
CREATION DATE: 03/16/07 INITIALS: LX
LAST MODIFICATION DATE: 04/21/08 INITIALS: LX
FULL PATH:
DRAWING FILE NAME:
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
SHEET REVISIONS
,t
Loris and Associates, Inc.
z
2585 Trail Ridge Drive East
Lafayette, Colorado 80026
303.444.2073
www.LodsAndAssocWes.com
m
FILL WITH MORTAR 4 "x8 "x24" TOP STONE
T EXISTING GRADE
3 "x8 "x6" SIDE STONE
BASE
TYPICAL PIPE END TREATMENT
NO REVISIONS:
REVISED:
VOID:
TYPICAL SIDEWALK
SECTIONS
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
SHEET SUBSET: I SUBSET SHEETS:
�i3• 11_ �
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
SHEET NUMBER
5
77;3:160
�
SPIRAL STEEL SPIKE
ANCHORS BOTH THE
RESTRAINT & GEOTEXTILE
0
44" DIAMETER II
2'x2.5'x1.875" OR
2'x2'x1.875" RECYCLE
CRUMB TIRE RUBBER
BONDED WITH
POLYURETHANE RESIN
AND UV RESISTANT
COLORANT 54 PONDS,
SHORE A HARDNESS,
70+ )�" RADIUS ON
ALL EDGES, TOP AND
BOTTOM. 8 RE- DRILLED
DOWEL HOLES, 2 PER
SIDE, 3" FROM EACH
CORNER, 2" DEEP
SAFETY -ALL RECYCLED
RUBBER PAVER
(LIGHT COLOR COATING ON TOP
SURPACE WITH SLIGHTLY RAIISED
AGGREGATE TO RESEMBLE SAND)
2'x2.5'x1.875" OR
2'x2'x1.875" RECYCLE
CRUMB TIRE RUBBER
BONDED WITH
POLYURETHANE RESIN
COATED WITH UV
AGGREGATE
POLYUREA /POLYURETHANE
UV STABLE TOP SURFACE
54 PONDS, SHORE A
HARDNESS, 70+
Y" RADIUS ON ALL
EDGES, TOP AND BOTTOM.
8 PRE - DRILLED DOWEL
HOLES, 2 PER SIDE, 3"
FROM EACH CORNER, 2"
DEEP
FIBERGLASS DOWEL
Y" 0 SELF GRIPPING
3"
1/8" BEVEL
1/8" BEVEL-/
RUBBER PAVER COMPONENT DETAILS
NTS
RIGID LIGHT WEIGHT ALUMINUM PAVER RESTRAINT, L -SHAPE
FLANGE FACES OUTWARD IN
8' -0" SEGMENTS (PER PAVER SUPPLIER)
"x30" RECYCLED RUBBER PAVER
SEPARATOR GEOTEXTILE, EXTEND
2 " -3" BEYOND OUTSIDE EDGE OR
PAVERS SECURED BY STAKES
FIBERGLASS DOWEL
3" SELF GRIPPING
. ... 1 ....,. .. .. ..1. ..
'W' CLEAN PEA
PEA GRAVEL e/8-INCH)
A "X3'4" CLEAN
CRUSHED AGGREGATE /
10 " SPIRAL STEEL SPIKES
12" O.C. PER PAVER SUPPLIER.
PLACE TO AVOID TREE ROOT
I: :ons T�
RUBBER PAVER CROSS SECTION
NTS
COMPUTER FILE INFORMATION
CREATION DATE: 03/16/07 INITIALS: LX
LAST MODIFICATION DATE: 03/18/07 INITIALS: LX
FULL PATH:
DRAWING FILE NAME:
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
SHEET REVISIONS
PAVER RESTRAINT JOINTS I
OFFSET FROM PAVER SEAM JOINTS
SEPARATOR GEOTEXTILE
EXTEND 2 " -3" BEYOND OUTSIDE EDGE
OF PAVERS SECURED BY STAKES
EXISTING OR NEW
SIDEWALK CONCRETE
,J
a
CM
:
BID SET
05- 19-2008
1/i" PREFORM
JOINT MATERI
EXPANSION JOINT
JO
NOTES:
1. EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK OR BIKEWAY AT INTERVALS OF NOT
MORE THAN 100 FT.
2. PREFORMED FILLERS FOR EXPANSION JOINTS SHALL CONFORM TO THE REQUIREMENTS OF
AASHTO M 213.
3. ALL CONTRACTION OR DUMMY JOINTS ARE TO BE SAWCUT. SAWCUTTING SHALL NOT BE
PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.
4. ALL CONTRACTION OR DUMMY JOINTS SHALL BE SPACED AT INTERVALS EQUAL TO THE
WIDTH OF THE SIDEWALK OR BIKEWAY (SEE PLANS FOR WIDTHS).
TYPICAL CONCRETE SIDEWALK AND BIKEWAY JOINTS
1 FIBERGLASS DOWELS - SELF GRIPPING
DRILL 11/32" 0 INTO ADJACENT CONCRETE
RECYCLED RUBBER PAVER
PARTIALLY CUT AWAY
FIBERGLASS 3" DOWEL -SELF GRIPPING
DRILL THROUGH RESTRAINTS AT CENTER
OF EACH PAVER, MIDWAY ON PAVER HEIGHT
n n a n 4 d ,
n .
o
A "X /a" CLEAN
CRUSHED AGGREGATE
TREE ROOTS i
10"A" SPIRAL STEEL STAKES AT 12" O.C.
PER PAVER SUPPLIER
RUBBER PAVER LONGITUDINAL SECTION
NTS
1� " CLEAN PEA
PEA GRAVEL (8 -INCH)
TREE ROOTS
109I'l_1W1]It F;1IV
NO REVISIONS:
REVISED: ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
VOID: SHEET SUBSET: I SUBSET SHEETS:
m
CUM OF 000M
11
1- 800-922 - 198 7
CRL B DAYS N XNANM
f�• 441U irr i
:a a
III
P N /COD
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
SHEET NUMBER
0
L oris -
25 Ri dge D rive
C o l orado 1
303.444.2073
A "X /a" CLEAN
CRUSHED AGGREGATE
TREE ROOTS i
10"A" SPIRAL STEEL STAKES AT 12" O.C.
PER PAVER SUPPLIER
RUBBER PAVER LONGITUDINAL SECTION
NTS
1� " CLEAN PEA
PEA GRAVEL (8 -INCH)
TREE ROOTS
109I'l_1W1]It F;1IV
NO REVISIONS:
REVISED: ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
VOID: SHEET SUBSET: I SUBSET SHEETS:
m
CUM OF 000M
11
1- 800-922 - 198 7
CRL B DAYS N XNANM
f�• 441U irr i
:a a
III
P N /COD
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
SHEET NUMBER
0
IIRAINAGF STRl1CTl1RF SCHMIJI F
DRAINAGE
CONTRACT ITEM DESCRIPTION
BEGIN
BEGIN
END
END �
INV
INV
STRUCTURE
n, Lafayette, Colorado 80026
`r
� STA
q ELEV
STA
ELEV
IN ELEV
OUT ELEV
DS -1
DRAINAGE STRUCTURE (SPECIAL)
6 +28.16
7924.09
6 +34.16
7924.05
7922.98
7922.94
DS -2
DRAINAGE STRUCTURE (SPECIAL)
6 +83.62
7923.06
6 +88.62
7922.94
7922.11
7922.00
31
SOLID LOCI ""^ "^ "T MI1 ' ^""Tl-
C
A,—
PLAN
COMPUTER
CREATION DATE:
LAST MODIFICATION DATE:
FULL PATH:
DRAWING FILE NAME:
C
—A&
C -C
DRAIN BASIN (SPECIAL)
FILE INFORMATION
03/16/07 INITIALS:
04/22/08 INITIALS:
LX
LX
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
k %4 — INUM)
:GATE
SHEET REVISIONS
0
STA
INV. IN ELEV —/
1' -0"
12"
OF DITCH
C
•_
FINISH GRADE
INTERNAL COUPLER
SPIGOT ADAPTER
r- •
• r
EXISTING
CMP PIPE
T
VARIES
0
GLASS I BEDDING TO
SUPPORT CONNECTION
OUT ELEV
T O BE r AROUND
C ONNECTIO N
Ir•. Il• u:: u:«
EMSTiNG COUPLER TO BE
CMP PIPE WRAPPED AROUND
CONNECTION
* OR APPROVED EQUAL
HDPE TO CORRUGATED METAL PIPE CONNECTION DETAIL
—n ;p I t
McNICHOLS
12 —WH -4 SERIES
BAR GRATING (1 %")(GALVANIZED)
OR EQUAL
Loris and Associates, Inc.
°
�ut
NO REVISIONS:
" 2585 Trail Ridge Drive East
! •��� o,
n, Lafayette, Colorado 80026
`r
•� `,� i; ••,
REVISED:
303.444.2073
r
www.LodsAndAssociates.com
VOID:
TYPICAL DETAILS
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130
SHEET SUBSET:
REVISED:
SUBSET SHEETS:
BID SET
05-19 -2008
CUM OF ♦1 1 11
1- 800-922 - 198 7
OU S 7.\ DAYS IN AMAN
1 •.a 1 Irr 1
?X2X
ALVANIZED
SECTION "A A"
P
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
SHEET NUMBER
rA
UKUNAL Z IUALU I = I —U
ORIGINAL SCALE: 1" = 1' -0"
BID SET
05- 19-2008
I I I I
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BEGIN CONSTRUCTION
STA 1+80.00
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DESCRIPTION
i 1
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CP3, GPS MONUMENT
7TH & HOPKINS
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1 1 ii
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.: --
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1 I 1
1 1
1 1
1 1
1 1
1 1
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END CONSTRUCTION
STA 8 +08.87
of ,
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1 1 1 1 I I 1 1
1 1 1 1 I 1 1 1
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6TH & HOPKINS
W
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30 15_0�30
HORIZ SSCALE 1" = 30'
PNT #
MAIN STREET
EASTING
ELEVATION
DESCRIPTION
I
I
I
1498545.00
r- CP1
;
FOUND REBAR & CAP L.S. 9184
CP2
1498483.29
A I (
7924.48
4
FOUND REBAR & CAP STAMPED MCBRIDE
CP3
1498357.18
2623826.24
7932.27
GPS MONUMENT 7TH & HOPKINS
CP4
1498262.39
2624162.00
7929.84
GPS MONUMENT 6TH & HOPKINS
Lafayette, Colorado 80026
•� •,� �, y
FULL PATH:
c f
S� i
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ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
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6TH & HOPKINS
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STA 8 +08.87
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1 1 1 1 I 1 1 1
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6TH & HOPKINS
W
c
)4
-\ C
30 15_0�30
HORIZ SSCALE 1" = 30'
PNT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
CP1
1498545.00
2624108.94
7925,36
FOUND REBAR & CAP L.S. 9184
CP2
1498483.29
2624327.97
7924.48
FOUND REBAR & CAP STAMPED MCBRIDE
CP3
1498357.18
2623826.24
7932.27
GPS MONUMENT 7TH & HOPKINS
CP4
1498262.39
2624162.00
7929.84
GPS MONUMENT 6TH & HOPKINS
Lafayette, Colorado 80026
•� •,� �, y
FULL PATH:
HORIZONTAL & VERTICAL CONTROL
NOTE: TOPOGRAPHIC SURVEY AND
CONTROL POINTS PROVIDED BY:
SOPRIS ENGINEERING, LLC.
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
PH. (970) 704 -0311
COMPUTER FILE INFORMATION
SHEET REVISIONS
Loris and Associates, Inc.
°
CREATION DATE: 03/16/07 INITIALS: LX
2585 Trail Ridge Drive Fast
1; •��� ����
LAST MODIFICATION DATE: INITIALS:
Lafayette, Colorado 80026
•� •,� �, y
FULL PATH:
303.444.2073
DRAWING FILE NAME:
www.LorisAndAssoolates.com
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
EO
SITE PLAN &
NO REVISIONS: PROJECT CONTROL DATA
REVISED: ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
VOID: SHEET SUBSET: 7- SUBSET SHEETS:
UTILITY NOTIFICATION
CENTER OF COLORADO
1- 800 - 922 -1987
CALL 2- BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTIUIIES
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
SHEET NUMBER
NOTES:
Ol RUBBERIZED SIDEWALK PAVERS (SPECIAL), SEE TYPICAL SECTIONS AND TYPICAL
DETAILS
O2 CONCRETE SIDEWALK, SEE TYPICAL SECTIONS AND TYPICAL DETAILS.
O CONNECT TO EX. CONCRETE SIDEWALK, SEE TYPICAL DETAILS
EXISTING WALK, MATERIALS VARY. SEE WALK CONNECTION DETAILS FOR MATERIALS,
REMOVAL LIMITS AND DETAILS.
CUT PAVER PANELS TO AVOID TREE ROOTS SIMILAR TO AS SHOWN. ADJUST AS
DIRECTED BY THE CITY DURING CONSTRUCTION.
i
1Lt0.0 - - - 1+2 - - 1+4 -c
- - - EX. CONC. WALK
EX. 6" PVC PIPE EX. I COVERED DITCH ,
EX. WOOD RAMP J 1
I I I (TYP)
7TIII & MAIN AFFORDABLE
EX. 6" PVC PIPE
I
HOUSING
719 WEST MAIN STREET
iEr:Ii]
L4
10.91'
N79'32'50 "E
B 1498554.447
B 2624089.903
EASTING
L1
81.85'
E 1498556.426
E 2624100.628
L5
77.44'
S74'28'02 "E
B 1498556.426
B 2624100.628
B 2624015.942
E 2624024.876
L3
67.59'
E 1.498535.688
E 2624175.240
L6
4.62'
S58'33'48 "E
B 1498533.483
B 2624180.315
E 1498531.076
E 2624184.254
L7
20.26'
S74'11'04 "E
B 1498528.897
B 2624189.234
E 1498523.376
E 2624208.724
715 WEST MAIN STREET
rmTr� ��r �arT��m>trs�i�T�
CTA Ztir 77
BID SET I
05- 19-2008 I
c
EX. LIGHT POLE
DO NOT DISTRUB
i
CURB RAMP,c
SEE DETAIL
CHFFT 19
END CONC.
I
MAIN STREET ( 1
I
7932 1
LINE TABLE
LINE
LENGTH
BEARING
NORTHING
EASTING
L1
81.85'
S74'08'51 "E
B 1498599.088
E 1498576.730
B 2623937.206
E 2624015.942
L2
9.73'
S66'37'1 0 "E
B 1498576.730
E 1498572.868
B 2624015.942
E 2624024.876
L3
67.59'
S74'11'03 "E
B 1498572.868
E 1498554.447
B 2624024.876
E 2624089.903
STA 1+80.00
nrnu, ni ,nnrn,�rn n1nr,lu, v ne, lrnn I T
3 +00
3 +20
79281
4 0 1 (6 -INCH) 338.4 S.F.) 1
I T 2 +75 4.4 R
S °_
EN 6" PERFORATED
H PE PIP W/ STONE
END TREOMENT I I I
1 749 WEST MAIN SIRE# I 701 WEST MAIN STREET
3 +40
79241
701
79201
1 +00
1+20
1 +40
i0 fill
Valli]
2 +20
2 +40
2 +60
10 5 0 10
ORIGINAL SCALE: 1" = 10'
COMPUTER
CREATION DATE:
LAST MODIFICATION DATE:
FULL PATH:
DRAWING FILE NAME:
FILE INFORMATION
03/16/07 INITIALS:
04/22/08 INITIALS:
LX
LX
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
6mg
SHEET REVISIONS
N
J�
�r
2 +80
NO REVISIONS:
REVISED:
VOID:
SIDEWALK
PLAN & PROFILE
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
SHEET SUBSET:
- I SUBSET SHEETS:
3 +80
3 +90
f 0 ! )WI i UTILITY NOTIFICATION
CENTER OF COLORADO
�s 1 -800- 922 -1987
2 8 200F<v.
Y•••••••061 CALL 2- BUSINESS DAYS IN ADVANCE
NAL ��>`����` BEFORE YOU DIG, GRADE, OR EXCAVATE
nmum�a`" FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
CURVE TABLE
CURVE
LENGTH
RADIUS
s i P
DELTA
r
5.55'
20.00'
N66 "W
15'54'15"
C2
5.45'
.• .
N
J�
�r
2 +80
NO REVISIONS:
REVISED:
VOID:
SIDEWALK
PLAN & PROFILE
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
SHEET SUBSET:
- I SUBSET SHEETS:
3 +80
3 +90
f 0 ! )WI i UTILITY NOTIFICATION
CENTER OF COLORADO
�s 1 -800- 922 -1987
2 8 200F<v.
Y•••••••061 CALL 2- BUSINESS DAYS IN ADVANCE
NAL ��>`����` BEFORE YOU DIG, GRADE, OR EXCAVATE
nmum�a`" FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
BEARING
DELTA
Cl
5.55'
20.00'
N66 "W
15'54'15"
C2
5.45'
1 20.00'
S66'22'26 "E
15'37'17"
O1 RUBBERIZED SIDEWALK PAVERS (SPECIAL), SEE TYPICAL SECTIONS AND TYPICAL
DETAILS
O CONCRETE SIDEWALK, SEE TYPICAL SECTIONS AND 7rICAL DETAILS,
O CONNECT TO EX. CONCRETE SIDEWALK, SEE TYPICAI-
EXISTING WALK, MATERIALS VARY. SEE WALK CONNk DETAILS FOR MATERIALS,
REMOVAL LIMITS AND DETAILS. m
O CUT PAVER PANELS TO AVOID TREE ROOTS SIMILAE TO AS SHOWN. ADJUST AS
DIRECTED BY THE CITY DURING CONSTRUCTION.
CONCRETE SIDEWALK
O6 DRAINAGE STRUCTURE (SPECIAL) SEE DETAILS. I + I A 6 INCH)(67.9 S.F.)
I t A, s
x
m
CURB RAMP,
cc
SEE DETAIL
SHEET 12
�! 1 ;I
' I
I
ADJUST AS DIRECT BY-
CITY TO MINIMIZE SIDE SLOPE
AND IMPACTS TO TREE ROOTS
330
328
326 -I ._.._._..1 4='r'. I..._ n.�..!!.
324
322
320
318
STA 5 +19.79
BEGIN RUBBERIZED SIDEWALK PAVERS O
EX. BUS
/ v _ STOP SIGN
I I
1 633 WEST MAIN STREE�
LOT A
1 I
I
LINE TABLE
LINE
LENGTH
BEARING
NORTHING
EASTING
L8
6.18'
S74!1 1'04"E
B 1498510.834
B 2624254.366
C4
2.62'
5.00'
E 1498509.149
E 2624260.315
L9
3.56'
N75'48'56 "E
B 1498509.113
B 2624262.903
37.94'
S74' 16'1 9"E
B 1498471.918
E 1498509.986
E 2624266.356
L10
38.48'
S741 1'04 "E
B 1498509.949
B 2624268.944
7.73'
S80'59'02 "E
B 1498461.634
E 1498499.461
E 2624305.970
L11
17.11'
S52'08'1 6 "E
B 1498499.461
B 2624305.970
43.96'
S74'07'1 5"E
B 1498460.422
E 1498488.960
E 2624319.477
F-R UBBERIZED SIDEWALK PAVERS
(513 S.F.)
5
S.F. X 79
I 4 �
I
STA 5 +54, 4.5' R
BEGIN 8" PERF
HDPE PIPE W/ STONE
I END TREATMENT I 1
62� WEST MAIN STREET
LOT B
I I
I I I 1
I I I I
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
BEARING
DELTA
C3
2.62'
5.00'
S89 1'04"E
30'00'00"
C4
2.62'
5.00'
N89 1'04"W
30'00'00"
_........
_..... ... ................_I.- T .... b . W .. --- ._ ...... I ... ....
.......
N
T
10 5 0 10
J
�r
AL SCALE: 1 " = 10'
7928
7924
EX. GRADE,
CENTERLINE OF WALK
7920
BID SET
05-19 -2008
316 O to to W O I� N 7916
M �t N 00 N W d' to t0 •- f� N M O O Co tD co
M M M -d d' 'd •h '•t st �"") M N N) CV CV CV CV fV
N N N N N N N N N N N N N N N N N N N N N N N N
OI Of Q1 m O O N O r-1 O to to m Oi m m m to m O O O m
n n n n 1\ n n n n n n n n n n n n n n n n n n n
5 +00 5 +20 5 +40 5 +60 5 +80 6 +00 6 +20 6 +40 6 +60 6 +80 7 +00 7 +20
COMPUTER FILE INFORMATION
0
STV05'43 "E
SHEET REVISIONS
B 2624319.477
Loris and Associates, Inc.
°
CREATION DATE: 03/16/07 INITIALS: LX
E 1498474.251
E 2624371.098
L13
11.86'
0
B 1498474.251
B 2624371.098
2585 Trail Ridge Drive East
% �; •'�� • .
LAST MODIFICATION DATE: 03/07/08 INITIALS: LX
E 2624382.721
L14
37.94'
S74' 16'1 9"E
B 1498471.918
B 2624382.721
Lafayette, Colorado 80026
•� • �� i "•,
FULL PATH:
L15
7.73'
S80'59'02 "E
B 1498461.634
O
E 303.444.2073
DRAWING FILE NAME:
43.96'
S74'07'1 5"E
B 1498460.422
B 2624426.876
0
E 1498448.394
www.LodsAndAssociates.com
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
NO REVISIONS:
REVISED:
VOID:
SIDEWALK
PLAN & PROFILE
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
SHEET SUBSET: - SUBSET SHEETS:
UTIUTY NOTIFICATION
CENTER OF COLORADO
1- 800 - 922 -1987
CAL. 2- BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTIUIIES
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
SHEET NUMBER
10
L12
53.68'
STV05'43 "E
B 1498488.960
B 2624319.477
E 1498474.251
E 2624371.098
L13
11.86'
S78'38'58 "E
B 1498474.251
B 2624371.098
E 1498471.918
E 2624382.721
L14
37.94'
S74' 16'1 9"E
B 1498471.918
B 2624382.721
E 1498461.634
E 2624419.238
L15
7.73'
S80'59'02 "E
B 1498461.634
B 2624419.238
E 1498460.422
E 2624426.876
L16
43.96'
S74'07'1 5"E
B 1498460.422
B 2624426.876
E 1498448.394
E 2624469.161
-SOD (65 S.F.)
L _ _ _ - 4 I TREE
PROTECT - - - - -- - - --I I
EX. FENCE I I
I I I 611 WEST MAIN STREET
I LOTS E - G
I hI
a
EX. TREE (TYP)
RUBBERIZED SIDEWALK PAVERS
� n (225 S.F.)
°l rt 0 1
9zs _� - (438 S:F.) -
9
_- r
NOTES:
RUBBERIZED SIDEWALK PAVERS (SPECIAL), SEE TYPICAL SECTIONS AND TYPICAL
DETAILS
CONCRETE SIDEWALK, SEE TYPICAL SECTIONS AND TYPICAL DETAILS.
O CONNECT TO EX. CONCRETE SIDEWALK, SEE TYPICAL DETAILS
0 EXISTING WALK, MATERIALS VARY. SEE WALK CONNECTION DETAILS FOR MATERIALS,
REMOVAL LIMITS AND DETAILS.
O CUT PAVER PANELS TO AVOID TREE ROOTS SIMILAR TO AS SHOWN. ADJUST AS
DIRECTED BY THE CITY DURING CONSTRUCTION.
(D DRAINAGE STRUCTURE (SPECIAL) SEE DETAILS.
LINE TABLE
LINE
LENGTH
BEARING
NORTHING
EASTING
L17
3.80'
S69 "E
B 1498448.394
B 2624469.161
C6
10.86'
6.84'
E 1498447.072
E 2624472.728
L18
41.26'
S74'12'55 "E
B 1498447.072
B 2624472.728
REVISED:
ISSUED BY: LORIS AND ASSOCIATES, INC.
# 06130 REVISED:
E 1498435.848
E 2624512.435
L19
11.30
N68'43'08 "E
B 1498435.848
B 2624512.435
E 1498439.950
E 2624522.967
L20
16.27'
S7412'42 "E
B 1498440.102
B 2624526.142
E 1498435.677
E 2624541.794
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
BEARING
DELTA
C5
3.23'
5.00'
S87 15'13 "W
37'04'10"
C6
10.86'
6.84'
1 S28'42'47 "E
90'59'51"
7930
7928
7926
7924
7922
7920
.;
1 5 0 10
28
ORIGINAL SCALE: 1" = 10'
24
N
J�
lr
BID SET
05- 19-2008
2
7916
16
COMPUTER FILE INFORMATION
0
0
r
0
C
SHEET REVISIONS
Loris and Associates, Inc.
2585 Trail Ridge Drive East
Lafayette, Colorado 80026
303.444.2073
www.LorisAndAssooiates.00m
°
% 1 ���� 1--
�� �,�
�'QPROJECT
SIDEWALK
PLAN & PROFILE
CREATION DATE: 03/16/07 INITIALS: LX
NO REVISIONS:
LAST MODIFICATION DATE: 04/22/08 INITIALS: LX
FULL PATH:
REVISED:
ISSUED BY: LORIS AND ASSOCIATES, INC.
# 06130 REVISED:
DR AWING FILE NAME:
VOID:
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
I SHEET SUBSET: —
SUBSET SHEETS:
CONCRETE SIDEWALK w
(6— INCH)(79.4 S.F.) EX. 8" CMP
STA 7 +82.01 EX. INLET TO
END RUBBERIZED SIDEWALK PAVERS REMAIN
BEGIN CONC. SIDEWALK 1
RUBBERIZED SIDEWALK PAVERS STA 7 +97.36
J (450 S.F.) \ j & ENDiICONC. SIDE�WAL CURB RAMP,
UTIUTY NOTIFICATION
CENTER OF COLORADO
1- 800 - 922 -1987
CALL 2- BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTIUTIES
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
SHEET NUMBER
7 +00 7 +20 7 +40 7 +60 7 +80 8 +00 8 +20
I
m
6�YZ;�ASPALT P�TCH
(4 BAS + 2 " TOP LAVER)
CD TYPES MIX
DETECT BLE W{{��RNING -
I SEE DETAILS) \
REMOVE CURB & GUTTER
x (8.4 L.F.)
;URB & GUTTER TYPE 2
(SECTION IIB)(8 4 L.F.) i
m
CONCRETE CURB RAMP
_ �PE 38)(3.6 S
i
m
�Q
BID SET
MAIN STREET \
05- 18-2008
�p - - - -- - RESET
N
PEDESTRIAN CURB
� MAIN STREET
MATCH EXISTING \ I
_ — o INV ELEV 7921.49
SEE PIPE CONNECTION f <
\ DETAIL \ "(
7923.20, EX. LIP
9 LF $" HDPE
® 2.0% �\
i \ L. 7923.35 6 ASPALT PATCH
Wa I X. FLOWLINE (4" BASE + 2 .tP LAYE� )
CDOT TYPE SX. MIX 1 v
CONCRETE CURB RAP
�. r' ,�. (TYPE 3B)(4 S.Y.) I
AFLO ECTION 116)(8.3 + L.F.)
EL. 7923.46 EX. INE <
DETECTABLE WARNING —I(
(SEE DETAILS)
� I I
r-\,
(8.3 L.F.) I n
D
W '
- PEDESTRIAN CURB Fa �g i EL. 7923.65, EX. LIP i t
—STONE END TREATMENT lO 1 > I I
\ � I
i`
CURB RAMP DETAIL 6TH & MAIN (SOUTHWEST)
2 1 0 2
ORIGINAL SCALE: 1 " = 2'
COMPUTER FILE INFORMATION
CREATION DATE: 03/28/07 INITIALS: DMS
LAST MODIFICATION DATE: 03/18/08 INITIALS: LX
FULL PATH:
DRAWING FILE NAME:
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
R:j
SHEET REVISIONS
D
<
L
Pa
NO REVISIONS (SHEET 1)
REVISED: ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
VOID: SHEET SUBSET: I SUBSET SHEETS:
UTILITY NOTIFICATION
CENTER OF COLORADO
1 -800- 922 -1987
CALL 2- BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
SHEET NUMBER
`1W
EXISTING 8"
MATCH EXISTING
INV EL = 7918.00
CONNECT TO EXISTING
PIPE (SEE DETAILS)
TOW =
TOW = 7920.
BOW = 7919.50 -
DRY STACK WALL (SEE DETAILS)
BOW = 7919.00
INV EL = 7918.1
V
A
INV EL = 7918.00
4 LF 8" HDPE PIPE
DRAIN BASIN (SPECIAL)
SEE DETAIL
2 1 0 2
ORIGINAL SCALE: 1" = 2'
61-F 8" HDPE PIPE
2.0%
W EL = 7917.00
r-TOW EL = 792
BOW EL = 7919.00 --/
TOW EL = 7920.61- 6"
PLAN VIEW
COMPUTER FILE INFORMATION
CREATION DATE: 03/28/07 INITIALS: DMS
LAST MODIFICATION DATE: 04/21/08 INITIALS: KKN
FULL PATH:
DRAWING FILE NAME:
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
S
24" CMP
TRIANJ \ LF 10" HDPE PIPE
CURB ® 2.0%
MATCH EXISTING
INV EL= 7916.57
CONNECT TO EXISTING
PIPE (SEE DETAILS)
10" CMP
SHEET REVISIONS
Loris and Associ
091 2585 Trail Ridge D rive
s # Lafayette, Colorado 80026
303
DETECTABLE WARNING
(SEE DETAILS)
-Sl = SD- L j
a.r EXISTING W
10" CMP n
cn
I ~
Ln
F�
STA 8 +13.47 ( I ?9 " , p r � p
EL. 7920.07 I � lYZ/ - F
I
* CONSTRUCTION INCLUDED IN REMOVAL OF STRUCTURES AND
OBSTRUCTIONS
8" HDPE PIPE
RECESSED 8" FROM FRONT OF WALL
/-CURB RAMP
6 "H x 24" L MIN.
CENTERED OVER PIPE
DRAIN BASIN (SPECIAL)
SEE DETAILS
IN EL= 7918.00
DRY STACK WALL
(SEE DETAILS)
SECTION A -A
N.T.S
rflio 1,
` I•
1 , •
,
NO REVISIONS:
01MITi3
VOID:
i
EXISTING
8" CMP
t
;' � (SECTION 118)(20.9 L.F
(20.9 L.F.)
0
- 6%" ASPALT PATCH
(4" BASE + 211" TOP LAYER)
CDOT TYPE SX MIX
__ E - ___- ____ E z
CONCRETE CURB RAMP
(TYPE 2A)(8.7 S.Y.)
rn
m.; 1pL W „
EXISTING 8" CMP
r --------------------
i
i
- --
INV ELEV 7916.57
MATCH EXISTING
CONNECT TO EXISTING
PIPE (SEE DETAILS)
CURB RAMP DETAILS
(SHEET 2)
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
SHEET SUBSET: - SUBSET SHEETS:
BID SET
05- 19-2008
2
UTILITY NOTIFICATION
CENTER OF COLORADO
1- 800 - 922 -1987
CALL 2- BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
SHEET NUMBER
13
BID SET
05- 19-2008
wT I ��
* RESET WOOD RAMP TO
MATCH PROPOSED
SIDEWALK
* NOTE:
DO NOT DISTURB
EXISTING TREE (TYP)
* REMOVAL OF FLAGSTONE SIDEWALK
(64.1 S.F.)
RESET FLAG
TO MATCH f
SIDEWALK
U 00
I
E RAMP
SED
I
I
STA 2 +18 & STA 2 +29
EXISTING WOOD AND FLAGSTONE RAMPS
, I
I
719 WEST MAIN STREET
COST INCLUDED NI THE COST OF REMOVAL OF STRUCTURES AND
OBSTRUCTIONS (LS)
715 WEST MAIN STREET
709 WEST MAIN STREET
E
5 2.5 0
HORIZ SCALE 1" = 5
COMPUTER FILE INFORMATION
CREATION DATE: 03/28/07 INITIALS: DMS
LAST MODIFICATION DATE: 03/07/08 INITIALS: LX
FULL PATH:
DRAWING FILE NAME:
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
_ ► ' m
SHEET REVISIONS
rll 'l'"
op
MAIN STREET
NO REVISIONS:
REVISED:
MAIN STREET
—W W— — vv-
9
I
�'� �- PROPERTY LINE
0 *RESET WOOD RAMP
` TO MATCH PROPOSED
L= SIDEWALK, 10 S.F.
E= `
I C_
11 1 9 2z
v
r------ - - - --)
STA 2 +97
EXISTING WOOD RAMP
WALK CONNECTION
(SHEET 1)
ISSUED BY: LORIS AND ASSOCIATES, INC.
DETAIL
PROJECT # 06130 REVISED:
VOID: SHEET SUBSET: - SUBSET SHEETS:
UTIUTY NOTIFICATION
CENTER OF COLORADO
1- 800 - 922 -1987
CALL 2— BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
SHEET NUMBER
14
N
P
J
* REMOVAL OF WOOD SIDEWALK
(16.8 S.F.)
.
_. -7. r YViY v
p
- _ /026 - X
PROPERTY LINE�
(TYP)
Y'�iY•"I � I �
I
I
'- * RESET WOOD RAMP
TO MATCH PROPOSED
SIDEWALK
I
I
STA 2 +72
EXISTING WOOD RAMP
BID SET
05-18 -2008
MAIN STREET MAIN STREET
STA 5 +36
EXISTING CONCRETE RAMP
633 MAIN STREET
4- _ = = =
REMOVAL OF CONCRETE SIDEWALK
(5.3
S.Y.)
REMOVAL OF CONCRETE
SIDEWALK (5 S.Y.)
L
,..
-
t
792.4.30.._ - -?
?::;::::.
-�
_7924.30.
7924.50
`
5 LF 8" HDPE PIPE
r - -924.39
X7924.48
� -
'�``f'':��a::tr
MATCH FLOWLINE W� r
EX WALK
-
EX. AL-K
N
: %' fir`'
STONE END TREATMENT
I
7924.54
9 2
—
7924.42
\ EX. WALK /
I
�✓
. 3
7924.43 \
W ALK \
REMOVE AND, REPLACE/
I
PROPERTY LINE
CONCRETE SIDEWALK (6-IN
CONCRETE
CONCRETE
(6-
SI EWALK
INCH)(15 S.F.)
(TYP)
S.F.)
PROPERTY LINE
I
I
(NP)
STA 5 +36
EXISTING CONCRETE RAMP
633 MAIN STREET
r .
7 9 / U - . -...._
1 �
PROPERTY LI E
(TYP)
I
TINE DECK
�< < >,
REMOVAL OF WOOD SIDEWALK
(54.1 S.F.)
1
6+
®0o
I` I _
-* RESET WOOD RAMP
\ TO MATCH PROPOSED
S)DEWALK
\ a
u
STA 5 +60 STA 6 +17
EXISTING CONCRETE RAMP EXISTING WOOD RAMP
627 WEST MAIN STREET 617 WEST MAIN STREET
MAIN STREET
— — — — -1 - -h
REMOVAL OF STONE
- _ SIDEWALK (18.4 S.F.)
—79 22 ,,5
I ww r''
1 mom I , ..
_Rn
* RESET FLAGSTONE
RAMP TO MATCH
PROPOSFn SIDFWAI K
woo OWN 71
_ PROPERTY
LINE (TYP)
I
STA 6 +94
EXISTING FLAGSTONE RAMP
611 WEST MAIN STREET
MAIN STREET
0
REMOVAL OF SIDEWALK
(7.6 S.Y.)
STA 7 +61
EXISTING CONCRETE RAMP
611 WEST MAIN STREET
2
* NOTE:
COST INCLUDED NI THE COST OF REMOVAL OF STRUCTURES AND
OBSTRUCTIONS (LS)
COMPUTER FILE INFORMATION
CREATION DATE: 03/28/07 INITIALS: DMS 0
LAST MODIFICATION DATE: 04/22/08 INITIALS: LX
FULL PATH:
DRAWING FILE NAME:
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH 0
SHEET REVISIONS Loris and Associates, Inc. °
,t
n�.
t
too. NO REVISIONS:
2585 Trail Ridge Drive East r �; �h • •
Lafayette, Colorado 80026 •� •,� i,�
�.•.. REVISED:
303.444.2073 VOID:
` www.LorisAndAssociates.com
UTILITY NOTIFICATION
CENTER OF COLORADO
5 2.5 0 5 1 -800- 922 -1987
CALL 2- BUSINESS DAYS IN ADVANCE
HORIZ SCALE 1" = 5 BEFORE YOU DIG, GRADE, OR EXCAVATE
WALK CONNECTION DETAIL
(SHEET 2)
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
SHEET SUBSET: — I SUBSET SHEETS:
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
+HEET NUMBER 15
4- _ = = =
=L
r .
7 9 / U - . -...._
1 �
PROPERTY LI E
(TYP)
I
TINE DECK
�< < >,
REMOVAL OF WOOD SIDEWALK
(54.1 S.F.)
1
6+
®0o
I` I _
-* RESET WOOD RAMP
\ TO MATCH PROPOSED
S)DEWALK
\ a
u
STA 5 +60 STA 6 +17
EXISTING CONCRETE RAMP EXISTING WOOD RAMP
627 WEST MAIN STREET 617 WEST MAIN STREET
MAIN STREET
— — — — -1 - -h
REMOVAL OF STONE
- _ SIDEWALK (18.4 S.F.)
—79 22 ,,5
I ww r''
1 mom I , ..
_Rn
* RESET FLAGSTONE
RAMP TO MATCH
PROPOSFn SIDFWAI K
woo OWN 71
_ PROPERTY
LINE (TYP)
I
STA 6 +94
EXISTING FLAGSTONE RAMP
611 WEST MAIN STREET
MAIN STREET
0
REMOVAL OF SIDEWALK
(7.6 S.Y.)
STA 7 +61
EXISTING CONCRETE RAMP
611 WEST MAIN STREET
2
* NOTE:
COST INCLUDED NI THE COST OF REMOVAL OF STRUCTURES AND
OBSTRUCTIONS (LS)
COMPUTER FILE INFORMATION
CREATION DATE: 03/28/07 INITIALS: DMS 0
LAST MODIFICATION DATE: 04/22/08 INITIALS: LX
FULL PATH:
DRAWING FILE NAME:
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH 0
SHEET REVISIONS Loris and Associates, Inc. °
,t
n�.
t
too. NO REVISIONS:
2585 Trail Ridge Drive East r �; �h • •
Lafayette, Colorado 80026 •� •,� i,�
�.•.. REVISED:
303.444.2073 VOID:
` www.LorisAndAssociates.com
UTILITY NOTIFICATION
CENTER OF COLORADO
5 2.5 0 5 1 -800- 922 -1987
CALL 2- BUSINESS DAYS IN ADVANCE
HORIZ SCALE 1" = 5 BEFORE YOU DIG, GRADE, OR EXCAVATE
WALK CONNECTION DETAIL
(SHEET 2)
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
SHEET SUBSET: — I SUBSET SHEETS:
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
+HEET NUMBER 15
CL
0
cr-
a
7930
7928
7926
7924
7922
7920
Cut Area: 0.87 SF Cut Volume: 0.2 CY
Fill Area: 0.34 SF 3 +10 Fill Volume: 0.1 CY
7930
7928
7926
7924
7922
7920
Cut Area: 1.09 SF Cut Volume: 0.2 CY
Fill Area: 0.33 SF 3 +05 Fill Volume: 0.1 CY
7930
7928
7926
7924
7922
7920
7930
7928
7926
7924
7922
7920
7930
7928
7926
7924
7922
7920
7930
7928
7926
7924
7922
7920
aL
0
a`
cl-
7930
7928
7926
7924
7922
7920
7930
7928
7926
7924
7922
-10 0 10 7920
Cut Area: 1.28 SF Cut Volume: 0.2 CY
Fill Area: 0.31 SF 3 +00 Fill Volume: 0.1 CY
COMPUTER FILE INFORMATION
7926
7926
7924
7922
7920 _
Cut Area: 1.92 SF
Fill Area: 0.11 SF
CREATION DATE: 03/16/07 INITIALS: LX
LAST MODIFICATION DATE: 03/07/08 INITIALS: LX O
FULL PATH: O
DRAWING FILE NAME: O
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
Cut Volume: 0.4 CY
3 +50 Fill Volume: 0.0 CY
CL
0
3 +45
3 +40
3 +35
3 +30
7928
7926
7924
7922
7920
:.........................
7928
....... .....
..............................
7926
.......... . t..- ..........
":
7924
........ ...............................
...............................
7922
10
7920
Cut Volume: 0.4 CY
Fill Volume: 0.0 CY
o_
0
Uf
CL
.....
7928
..... ...............................
7926
�...... ..- .............
7924
...............................
7922
10
7920
Cut Volume: 0.4 CY
Fill Volume: 0.0 CY
O
0-
a
.....
7928
...... .:........................
...... .s .............................
7926
.... f...- ..- ..........
7924
.......: ...............................
...............................
7922
10
7920
10
Cut Volume: 0.4 CY
Fill Volume: 0.0 CY
n_
0
CL
CL
7928
7926 ...... ...............................
....... ........................:......
7924 ...... ...............................
- --
7922 ...... ...............................
....... ........................ :......
7920 ...... ...............................
...... ...............................
7918 _10
ri'
Cut Area: 4.27 SF
All Area: 1.29 SF
Cut Volume: 0.8 CY
3 +75 Fill Volume: 0.2 CY
a
0
aC
a
3 +70
0
3 +65
0
3 +60
0
3 +55
7928
7926
7924
7922
7920
7918
7928
7926
7924
7922
7920
Cut Volume: 0.7 CY
Fill Volume: 0.1 CY
a
O
CL
7928
7926
7924
7922
10 7920
Cut Volume: 0.6 CY
Fill Volume: 0.1 CY
a
0
:.........
7928
...... .s .............................
7926
�.......- ..- ..- ..........
7924
.......: ...............................
...............................
7922
10
7920
Cut Volume: 0.3 CY
Fill Volume: 0.0 CY
a
0
CL
7928
7926 ...... ...............................
....... ........................:......
7924 ...... ...............................
- --
7922 ...... ...............................
....... ........................ :......
7920 ...... ...............................
...... ...............................
7918 _10
ri'
Cut Area: 4.27 SF
All Area: 1.29 SF
Cut Volume: 0.8 CY
3 +75 Fill Volume: 0.2 CY
a
0
aC
a
3 +70
0
3 +65
0
3 +60
0
3 +55
7928
7926
7924
7922
7920
7918
7928
7926
7924
7922
7920
Cut Volume: 0.7 CY
Fill Volume: 0.1 CY
a
O
CL
7928
7926
7924
7922
10 7920
Cut Volume: 0.6 CY
Fill Volume: 0.1 CY
a
0
:.........
7928
....... .....................
...... ...............................
7926
- .. -....
7924
....... ...............................
7922
7920
10
Cut Volume: 0.5 CY
Fill Volume: 0.1 CY
a:
0
/VLu
7926
7924
7922
7920
Cut Area: 1.75 SF
Fill Area: 0.21 SF
iyZu
7926
7924
7922
7920
7918
Cut Volume: 0.5 CY
3 +85 Fill Volume: 0.2 CY
Cut Area: 3.84 SF
Fill Area: 1.71 SF
NO REVISIONS:
REVISED:
VOID:
Cut Volume: 0.8 CY
3 +80 Fill Volume: 0.3 CY
7928
7926
7924
7922
7920
7928
7926
7924
7922
7920
7918
SIDEWALK
CROSS SECTIONS
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
SHEET SUBSET: X -2 FSUBSET SHEETS:
E?
5 0 5
ORIGINAL SCALE: 1 " = 5'
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
6 SHEET NUMBER 1 7
I
n.
7928
7926
7924
7922
7920
Cut Volume: 0.1 CY
5+20 Fill Volume: 0.1 CY
............................... ............................... ............................... ............................ ............... I ......
7926 ............................... ............................... ............................... ............................... .............. ......... -.1 ... 7926
............................... .......................... ......... .................... .............................. ................
........... .................. ....... ...............
........... ...
7924 ....
7924
............................... ...................... . .
. .......................... ............................... ................. I ..........
7922 ............................... ......................... ............................... ............................... .......... I .............
7922
............................... ............................... ............................... ............................... ...............................
7920 7920
15 -10 0 10
Cut Area: 0.38 SF Cut Volume: 0.2 CY
Fill Area: 0.50 SF 5+15 Fill Volume: 0.1 CY
............................ ............................... ............................. s ............................... E ...............................
7926 ............................. ............ ......... ............................... ............................... 7926
.................. ............................ ............................... i ............................... i ...............................
7924 ............................... ............................... ............. ....... 7924
.............................
............................... ............................... ...............................
7922 ...... -- ..................... ............................. ............................... ............................... ...............................
7922
.............. .......... ............................ ............................... ...............................
...............................
7920 7920
15 -10 0 10
Cut Area: 2.00 SF Cut Volume: 0.5 CY
Fill Area: 0.25 SF 5+10 Fill Volume: 0.0 CY
Cut Area: 0.38 SF
Fill Area: 1.63 SF
/V,)U
7928
7926
7924
7922
7920
Cut Area: 0.27 SF
Fill Area: 1.39 SF
0
5+65
.............. I ....
................
I
rol
Cut Area: 0.00 SF
Fill Area: 2.76 SF
IVI)U
7928
7926
7924
7922
7920
Cut Volume: 0.0 CY
5+55 Fill Volume: 0.4 CY
5+50
5 0 5
ORIGINAL SCALE: 1 5'
PiJu
7928
7926
7924
7922
7920
7918
0�
0
............... .............
/9ju
7928
7926
7924
7922
7920
7
-15 -10
Cut Area: 0.31 SF
Fill Area: 1.86 SF
lill)tj
7928
7926
7924
7922
7920
7918
0 10
Cut Volume: 0.0 CY
5+90 Fill Volume: 0.3 CY
0
-15 -10
Cut Area: 0.10 SF
Fill Area: 1.50 SF
/JJU
7928
7926
7924
7922
7920
Sz
0 10 701
Cut Volume: 0.0 CY
5+85 Fill Volume: 0.3 CY
R Wo
5+75
2
COMPUTER FILE INFORMATION
7928
...........................
SHEET REVISIONS
....... ..............................
..............................
Loris and Associates, Inc.
2585 Trail Ridge Drive Eae
Lafayette, Colorado 80026
303.444.2073
wwwLodsAndAssociatescom
..
%
E
/V,)U
SIDEWALK
CROSS SECTIONS
PROJECT NO/CODE
CREATION DATE: 03/16/07 INITIALS: LX
7924
...............................
...............................
..............................
NO REVISIONS:
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
7928
-
7920
FULL PATH:
7928
7928
REVISED:
...............................
...............................
...............................
............................... ........................... ... ...............................
............................... ............................... ...............................
...... ........................ ............................... ...............................
.............................
.............................
.............................
Fill Volume:
0.3
S 1
SHEEP NUMBER 8 r
7928
............ .......... ...............................
n.
7926
VOID:
...................
...................
........... ...... ........................ .............
........... . . ............................ .........................
................ .......
.................. I ............ ...............................
7926
7926
...............................
............................... ............... * ............ ...............................
........................
....
7924
7926
7924
........... I ...................
...............................
............................. ...............................
..............................................................
...................... ........ ...............................
.....
7920
Cut Volume:
7924
7924
.......................
...............................
............................... ............................... ...............................
....... ...................... ...
.............................
...... ........................
7924
.......... ..............
.......
....... ........ ...............................................
...............................
..................
... .......................... ........ ......................
......
... ......................
7922
...............................
.................... .......... ...............................
......... I ..................... ....... .............
...........
I
.....
7922
7922
...............................
...............................
............................... ............................... ...............................
...............................
...............................
7922
7920
......................
.............. ................ ...............................
............ ............. ...................
7920
7920
...............................
7920
15
-10
0
10
-15
-10 0
10
Cut Area:
3.77 SF
Cut Volume:
0.6
CY
Cut Area:
0.37 SF
Cut Volume:
0.1
CY
Fill Area:
0.00 SF
5+05 Fill Volume:
0.0
CY
Fill Area:
1.59 SF 5+30
Fill Volume:
0.3
CY
0-
0
7928
7928
7928
.... ....... ........
7928
..........
............. ................. ...............................
..............................
7926
...............................
...............................
................... ........... ...............................
........ ......
............................ .............
.............. I ...... ......................... .......
......
.............
7926
7926
...............................
.................... .........
............................... ............................... ...............................
..............................
7926
7924
............... ........
............... ...............
....... ......................... .....
............. ............ ...............................
........ * ........... .............. ** ........ ......................
............................... .....................
._
.....
7924
7924
..... ....................
...............................
............................... ..................... 11 ........ ...............................
............................... ...... ........... .
..............................
. . .......... .
7924
....................
.............
...... ..............
....... . ....... ............ ..........................
..... .........................
7922
............... .............
........................
........... 4- ........ .........
...... ............ ........... ........ ...............................
............. ....... 4 ..................... ........................
4 ......
7922
7922
...... 4- ....... ..............
............... 4 ...........
....... 4 ................. ................ ......
.................... 4 ...... ............................... ..............
... ... .... ... 4 ...........
................ ...............................
.....
7922
7920
...........
........ I .........
7920
7920
7920
15
-10
0
10
15
-10 0
1D
Cut Area:
3.23 SF
Cut Volume:
0.0
CY
Cut Area:
0.45 SF
Cut Volume:
0.1
CY
Fill Area:
0.01 SF
5+00 Fill Volume:
0.0
CY
Fill Area:
1.14 SF 5+25
Fill Volume:
0.1
CY
/V,)U
7928
7926
7924
7922
7920
Cut Area: 0.27 SF
Fill Area: 1.39 SF
0
5+65
.............. I ....
................
I
rol
Cut Area: 0.00 SF
Fill Area: 2.76 SF
IVI)U
7928
7926
7924
7922
7920
Cut Volume: 0.0 CY
5+55 Fill Volume: 0.4 CY
5+50
5 0 5
ORIGINAL SCALE: 1 5'
PiJu
7928
7926
7924
7922
7920
7918
0�
0
............... .............
/9ju
7928
7926
7924
7922
7920
7
-15 -10
Cut Area: 0.31 SF
Fill Area: 1.86 SF
lill)tj
7928
7926
7924
7922
7920
7918
0 10
Cut Volume: 0.0 CY
5+90 Fill Volume: 0.3 CY
0
-15 -10
Cut Area: 0.10 SF
Fill Area: 1.50 SF
/JJU
7928
7926
7924
7922
7920
Sz
0 10 701
Cut Volume: 0.0 CY
5+85 Fill Volume: 0.3 CY
R Wo
5+75
2
COMPUTER FILE INFORMATION
7928
...........................
SHEET REVISIONS
....... ..............................
..............................
Loris and Associates, Inc.
2585 Trail Ridge Drive Eae
Lafayette, Colorado 80026
303.444.2073
wwwLodsAndAssociatescom
..
%
E
7926
SIDEWALK
CROSS SECTIONS
PROJECT NO/CODE
CREATION DATE: 03/16/07 INITIALS: LX
7924
...............................
...............................
..............................
NO REVISIONS:
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
LAST MODIFICATION DATE: 04/22/08 INITIALS: LX
-
7920
FULL PATH:
13
REVISED:
ISSUED BY: LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
--
DRAWING FILE NAME:
1
Fill Volume:
0.3
S 1
SHEEP NUMBER 8 r
ACAD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH
n.
VOID:
SHEET SUBSET X3
: -
I :
SUBSET SHEETS 6
5+45
5+40
5+35
................
7928
...........................
7928
....... ..............................
..............................
...........
........................ I ......
7926
...............................
10
7920
Cut Volume: 0.1 CY
7924
...............................
...............................
..............................
Cx-
0
7922
Of
Cx_
-
7920
13
Cut Volume:
0.0
CY
Fill Volume:
0.3
CY
n.
7928
..............................
...... ...............................
..............................
7926
...............................
7924
.......................................
...............................
7922
7920
Cut Volume:
0.1
CY
Fill Volume:
0.3
CY
cl:
0-
7928
...........................
7926
....................
........ ....
.............................
7924
........................ I ......
7922
...............................
10
7920
Cut Volume: 0.1 CY
Fill Volume: 0.3 CY
Cx-
0
Of
Cx_
7928
. ...............................
7926 .... ...............................
7924 .... ...............................
7922 .... ...............................
_s
7920 .... ...............................
7918 _15 -10
7928
7926
7924
7922
7920
7918
.......................................
...............................
........ ....... i...............................
......_. y .......... .....................
i............ ...........
..................._
............................
n
Cut Area: 1.10 SF
RII Area: 0.57 SF
7928
7926 .... ...............................
7924 ..... ...............................
.......................:....
7922 ..... ................. ......... .....
_i
7920 ..... ...............................
........ .. ................. - .....
7918
Cut Volume: 0.2 CY
7 +10 Fill Volume: 0.1 CY
a
0
CL
a
i
-15 -10
Cut Area: 0.98 SF
Fill Area: 0.70 SF
7928
7926
7924
7922
7920
7918
0
7 +05
7 +00
7928
7926
7924
7922
7920
7918
Cut Area: 0.76 SF
Fill Area: 1.22 SF
7928
7926
7924
7928
7926
7924
7922
7920
7918
Cut Volume: 0.1 CY
6 +95 Fill Volume: 0.2 CY
cx d
0
a
COMPUTER FILE INFORMATION
CREATION DATE: 03/16/07 INITIALS: LX
LAST MODIFICATION DATE: 03/07/08 INITIALS: LX
FULL PATH:
DRAWING FILE NAME:
AC AD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH C
7926
7924 ..... ..........................s....
7922 ... ...............................
�.
7920 .... ...............................
7918 _15 -10
Cut Area: 0.55 SF
Fill Area: 0.78 SF
7926
7924
7922
7920
7918
Cut Area: 0.73 SF
Fill Area: 0.61 SF
7928
7926
7924
SHEET REVISIONS
7926
..................................................... ............................... 7924
: __ .. . .... 7922
...................................................... ............................... 7920
0 10 7918
Cut Volume: 0.1 CY
7 +35 Fill Volume: 0.1 CY
a
0
a
7 +30
7 +25
7 +20
7926
7924
7922
7920
7918
7916
7926
7924
7922
7920
7918
7916
Cut Area: 0.62 SF
Fill Area: 0.87 SF
7926
7924
7922
7920
7918
7916
Cut Volume: 0.1 CY
7 +60 Fill Volume: 0.2 CY
0
a✓
a
7926
7924
7922
7920
7918
7916
Cut Area: 0.30 SF
Fill Area: 1.55 SF
7926
7924
7922
7920
7918
Cut Area: 0.04 SF
Fill Area: 1.08 SF
7926
7924
7922
7920
7918
Cut Volume: 0.0 CY
7 +55 Fill Volume: 0.2 CY
a_
0
CL
CL
7 +50
7926
7924
7922
7920
7918
Cut Area: 0.29 SF
Fill Area: 0.94 SF
Cut Area: 0.37 SF
Fill Area: 0.95 SF
Cut Volume: 0.1 CY
7 +45 Fill Volume: 0.2 CY
0'
•���' NO REVISIONS:
�.. REVISED:
r
VOID:
7926
7924
7926
7924
7922
7920
7918
7916 _
- - - -.
Cut Area: 1.14 SF
Fill Area: 1.45 SF
Cut Area: 0.66 SF
Fill Area: 0.66 SF
7926
7924
7922
7920
7918
7916 _
7926
7924
7922
7920
7918
J 7916
Cut Volume: 0.2 CY
7 +75 Fill Volume: 0.2 CY
a:
0
Of
a
7 +70
Cut Area: 0.56 SF
Fill Area: 0.84 SF
7 +65
SIDEWALK
CROSS SECTIONS
ISSUED BY. LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
SHEET SUBSET: X -5 I SUBSET SHEETS:
7926
10
7924
Cut Volume:
0.2 CY
Fill Volume:
0.1 CY
7920
0
2 -
cx
Q-
J 7916
osoo
� ONAl
7928
...... ...............................
7926
........
.............................
7924
.. ....................
I..........
7922
....... ...............................
....... i ...............................
7920
10
7918
Cut Volume:
0.1 CY
Fill Volume:
0.2 CY
a:
0
a
Cut Area: 0.76 SF
Fill Area: 1.22 SF
7928
7926
7924
7928
7926
7924
7922
7920
7918
Cut Volume: 0.1 CY
6 +95 Fill Volume: 0.2 CY
cx d
0
a
COMPUTER FILE INFORMATION
CREATION DATE: 03/16/07 INITIALS: LX
LAST MODIFICATION DATE: 03/07/08 INITIALS: LX
FULL PATH:
DRAWING FILE NAME:
AC AD VER: 2007 SCALE: AS SHOWN UNITS: ENGLISH C
7926
7924 ..... ..........................s....
7922 ... ...............................
�.
7920 .... ...............................
7918 _15 -10
Cut Area: 0.55 SF
Fill Area: 0.78 SF
7926
7924
7922
7920
7918
Cut Area: 0.73 SF
Fill Area: 0.61 SF
7928
7926
7924
SHEET REVISIONS
7926
..................................................... ............................... 7924
: __ .. . .... 7922
...................................................... ............................... 7920
0 10 7918
Cut Volume: 0.1 CY
7 +35 Fill Volume: 0.1 CY
a
0
a
7 +30
7 +25
7 +20
7926
7924
7922
7920
7918
7916
7926
7924
7922
7920
7918
7916
Cut Area: 0.62 SF
Fill Area: 0.87 SF
7926
7924
7922
7920
7918
7916
Cut Volume: 0.1 CY
7 +60 Fill Volume: 0.2 CY
0
a✓
a
7926
7924
7922
7920
7918
7916
Cut Area: 0.30 SF
Fill Area: 1.55 SF
7926
7924
7922
7920
7918
Cut Area: 0.04 SF
Fill Area: 1.08 SF
7926
7924
7922
7920
7918
Cut Volume: 0.0 CY
7 +55 Fill Volume: 0.2 CY
a_
0
CL
CL
7 +50
7926
7924
7922
7920
7918
Cut Area: 0.29 SF
Fill Area: 0.94 SF
Cut Area: 0.37 SF
Fill Area: 0.95 SF
Cut Volume: 0.1 CY
7 +45 Fill Volume: 0.2 CY
0'
•���' NO REVISIONS:
�.. REVISED:
r
VOID:
7926
7924
7926
7924
7922
7920
7918
7916 _
- - - -.
Cut Area: 1.14 SF
Fill Area: 1.45 SF
Cut Area: 0.66 SF
Fill Area: 0.66 SF
7926
7924
7922
7920
7918
7916 _
7926
7924
7922
7920
7918
J 7916
Cut Volume: 0.2 CY
7 +75 Fill Volume: 0.2 CY
a:
0
Of
a
7 +70
Cut Area: 0.56 SF
Fill Area: 0.84 SF
7 +65
SIDEWALK
CROSS SECTIONS
ISSUED BY. LORIS AND ASSOCIATES, INC.
PROJECT # 06130 REVISED:
SHEET SUBSET: X -5 I SUBSET SHEETS:
7926
7924
7922
�d
7920
b
2 -
7918
J 7916
osoo
� ONAl
Cut Volume: 0.1 CY " it
Fill Volume: 0.2 CY 5 0 5
■
ORIGINAL SCALE: 1" = 5'
PROJECT NO /CODE
MAIN STREET SIDEWALK
5TH ST TO 7TH ST
6 SHEET NUMBER 20