Amendment 0002 - 666-17-104_01_Title-Notes.pdf

RESURFACE ROADS AND PARKING LOTS

FOR

SHERIDAN VA MEDICAL CENTER

PROJECT NUMBER: 666-17-104

CONTRACT NUMBER: 36C25919C0193

PROFESSIONAL ENGINEER'S CERTIFICATION

I HEREBY CERTIFY THAT ALL INFORMATION INDICATED ON THIS

DRAWING WAS OBTAINED OR VERIFIED BY ACTUAL MEASUREMENTS IN

THE FIELD, AND THAT EVERY EFFORT HAS BEEN MADE TO FURNISH

COMPLETE AND ACCURATE INFORMATION.

CHRISTOPHER W. GEARY, P.E. PE #17277

VA SIGNOFF/APPROVAL

AN AUTHORIZED SIGNATURE BELOW INDICATES THE DEPARTMENT OF

VETERANS AFFAIRS APPROVAL.

PAMELA S. CROWELL DATE

SVAHCS DIRECTOR

TODD MCGRAW DATE

ASSOCIATE DIRECTOR

DARREN LEMON DATE

FMS CHIEF

CATHERINE REICHERT DATE

SUPERVISORY ENGINEER

DARWIN SACKETT DATE

UTILITY SYSTEMS SUPERVISOR

THOMAS HATCH DATE

ENGINEERING TECHNICIAN/COR

LOCATION MAP

SCALE: 1" = 2,000'

SOURCE: USGS SHERIDAN, WY & HULTZ DRAW, WY QUADRANGLE MAP

LOCATION MAP

SCALE: N.T.S.

SOURCE: GOOGLE MAPS

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T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

FINAL BID DOCUMENTS

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PE# 17277

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ARCHITECT/ENGINEERS:

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AutoCAD SHX Text Approved: Project Director

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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AutoCAD SHX Text Sheridan, WY

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SHEET INDEX

SHEET NO. DWG. NO. SHEET TITLE

GI001 1 OF 195 TITLE SHEET

GI002 2 OF 195 SHEET INDEX

GI003 3 OF 195 NOTES SHEET

GI004 4 OF 195 NOTES & LEGEND SHEET

CS101 5 OF 195 PHASING PLAN

CS102 6 OF 195 OVERALL EXISTING FEATURES & DEMOLITION PLAN

CS103 7 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'A'

CS104 8 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'B'

CS105 9 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'C'

CS106 10 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'D'

CS107 11 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'E'

CS108 12 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'F'

CS109 13 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'G'

CS110 14 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'H'

CS111 15 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'I'

CS112 16 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'J'

CS113 17 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'K'

CS114 18 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'L'

CS115 19 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'M'

CS116 20 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'N'

CS117 21 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'O'

CS118 22 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'P'

CS119 23 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'Q'

CS120 24 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'R'

CS121 25 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'S'

CS122 26 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'T'

CS123 27 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'U'

CS124 28 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'V'

CS125 29 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'W'

CS126 30 OF 195 EXISTING FEATURES & DEMOLITION PLAN 'X'

CS127 31 OF 195 CORE BORING & SECTION PLAN

CS128 32 OF 195 PAVEMENT PLAN

CS129 33 OF 195 OVERALL SITE IMPROVEMENT PLAN

CS130 34 OF 195 SITE IMPROVEMENT PLAN 'A'

CS131 35 OF 195 SITE IMPROVEMENT PLAN 'B'

CS132 36 OF 195 SITE IMPROVEMENT PLAN 'C'

CS133 37 OF 195 SITE IMPROVEMENT PLAN 'D'

CS134 38 OF 195 SITE IMPROVEMENT PLAN 'E'

CS135 39 OF 195 SITE IMPROVEMENT PLAN 'F'

CS136 40 OF 195 SITE IMPROVEMENT PLAN 'G'

CS137 41 OF 195 SITE IMPROVEMENT PLAN 'H'

CS138 42 OF 195 SITE IMPROVEMENT PLAN 'I'

CS139 43 OF 195 SITE IMPROVEMENT PLAN 'J'

CS140 44 OF 195 SITE IMPROVEMENT PLAN 'K'

CS141 45 OF 195 SITE IMPROVEMENT PLAN 'L'

CS142 46 OF 195 SITE IMPROVEMENT PLAN 'M'

CS143 47 OF 195 SITE IMPROVEMENT PLAN 'N'

CS144 48 OF 195 SITE IMPROVEMENT PLAN 'O'

CS145 49 OF 195 SITE IMPROVEMENT PLAN 'P'

CS146 50 OF 195 SITE IMPROVEMENT PLAN 'Q'

CS147 51 OF 195 SITE IMPROVEMENT PLAN 'R'

CS148 52 OF 195 SITE IMPROVEMENT PLAN 'S'

SHEET INDEX

SHEET NO. DWG. NO. SHEET TITLE

CS149 53 OF 195 SITE IMPROVEMENT PLAN 'T'

CS150 54 OF 195 SITE IMPROVEMENT PLAN 'U'

CS151 55 OF 195 SITE IMPROVEMENT PLAN 'V'

CS152 56 OF 195 SITE IMPROVEMENT PLAN 'W'

CS153 57 OF 195 SITE IMPROVEMENT PLAN 'X'

CS154 58 OF 195 OVERALL LANDSCAPING PLAN

CS155 59 OF 195 GRADING & UTILITY PLAN 'A'

CS156 60 OF 195 GRADING & UTILITY PLAN 'B'

CS157 61 OF 195 GRADING & UTILITY PLAN 'C'

CS158 62 OF 195 GRADING & UTILITY PLAN 'D'

CS159 63 OF 195 GRADING & UTILITY PLAN 'E'

CS160 64 OF 195 GRADING & UTILITY PLAN 'F'

CS161 65 OF 195 GRADING & UTILITY PLAN 'G'

CS162 66 OF 195 GRADING & UTILITY PLAN 'H'

CS163 67 OF 195 GRADING & UTILITY PLAN 'I'

CS164 68 OF 195 GRADING & UTILITY PLAN 'J'

CS165 69 OF 195 GRADING & UTILITY PLAN 'K'

CS166 70 OF 195 GRADING & UTILITY PLAN 'L'

CS167 71 OF 195 GRADING & UTILITY PLAN 'M'

CS168 72 OF 195 GRADING & UTILITY PLAN 'N'

CS169 73 OF 195 GRADING & UTILITY PLAN 'O'

CS170 74 OF 195 GRADING & UTILITY PLAN 'P'

CS171 75 OF 195 GRADING & UTILITY PLAN 'Q'

CS172 76 OF 195 GRADING & UTILITY PLAN 'R'

CS173 77 OF 195 GRADING & UTILITY PLAN 'S'

CS174 78 OF 195 GRADING & UTILITY PLAN 'T'

CS175 79 OF 195 GRADING & UTILITY PLAN 'U'

CS176 80 OF 195 GRADING & UTILITY PLAN 'V'

CS177 81 OF 195 GRADING & UTILITY PLAN 'W'

CS178 82 OF 195 GRADING & UTILITY PLAN 'X'

CS179 83 OF 195 SPOT GRADE PLAN 'A'

CS180 84 OF 195 SPOT GRADE PLAN 'B'

CS181 85 OF 195 SPOT GRADE PLAN 'C'

CS182 86 OF 195 SPOT GRADE PLAN 'D'

CS183 87 OF 195 SPOT GRADE PLAN 'E'

CS184 88 OF 195 SPOT GRADE PLAN 'F'

CS185 89 OF 195 SPOT GRADE PLAN 'G'

CS186 90 OF 195 SPOT GRADE PLAN 'H'

CS187 91 OF 195 SPOT GRADE PLAN 'I'

CS188 92 OF 195 SPOT GRADE PLAN 'J'

CS189 93 OF 195 SPOT GRADE PLAN 'K'

CS190 94 OF 195 SPOT GRADE PLAN 'L'

CS191 95 OF 195 SPOT GRADE PLAN 'M'

CS192 96 OF 195 SPOT GRADE PLAN 'N'

CS193 97 OF 195 SPOT GRADE PLAN 'O'

CS194 98 OF 195 SPOT GRADE PLAN 'P'

CS195 99 OF 195 SPOT GRADE PLAN 'Q'

CS196 100 OF 195 SPOT GRADE PLAN 'R'

CS197 101 OF 195 SPOT GRADE PLAN 'S'

CS198 102 OF 195 SPOT GRADE PLAN 'T'

CS199 103 OF 195 SPOT GRADE PLAN 'U'

CS200 104 OF 195 SPOT GRADE PLAN 'V'

SHEET INDEX

SHEET NO. DWG. NO. SHEET TITLE

CS201 105 OF 195 SPOT GRADE PLAN 'W'

CS202 106 OF 195 SPOT GRADE PLAN 'X'

CS203 107 OF 195 ADA RAMP DETAIL

CS204 108 OF 195 ADA RAMP DETAIL

CS205 109 OF 195 ADA RAMP DETAIL

CS206 110 OF 195 ADA RAMP DETAIL

CS207 111 OF 195 CURB RAMP & SIDEWALK DETAIL

CS208 112 OF 195 CURB RAMP & SIDEWALK DETAIL

CS209 113 OF 195 ROAD PROFILE PLAN 'A'

CS210 114 OF 195 ROAD PROFILE PLAN 'B'

CS211 115 OF 195 ROAD PROFILE PLAN 'C'

CS212 116 OF 195 ROAD PROFILE PLAN 'D'

CS213 117 OF 195 ROAD PROFILE PLAN 'E'

CS214 118 OF 195 ROAD PROFILE PLAN 'F'

CS215 119 OF 195 ROAD PROFILE PLAN 'G'

CS216 120 OF 195 ROAD PROFILE PLAN 'H'

CS217 121 OF 195 ROAD PROFILE PLAN 'I'

CS218 122 OF 195 ROAD PROFILE PLAN 'J'

CS219 123 OF 195 ROAD PROFILE PLAN 'K'

CS220 124 OF 195 ROAD PROFILE PLAN 'L'

CS221 125 OF 195 ROAD PROFILE PLAN 'M'

CS222 126 OF 195 ROAD PROFILE PLAN 'N'

CS223 127 OF 195 ROAD PROFILE PLAN 'O'

CS224 128 OF 195 ROAD PROFILE PLAN 'P'

CS225 129 OF 195 ROAD PROFILE PLAN 'Q'

CS226 130 OF 195 ROAD PROFILE PLAN 'R'

CS227 131 OF 195 ROAD PROFILE PLAN 'S'

CS228 132 OF 195 ROAD PROFILE PLAN 'T'

CS229 133 OF 195 ROAD PROFILE PLAN 'U'

CS230 134 OF 195 ROAD PROFILE PLAN 'V'

CS231 135 OF 195 ROAD PROFILE PLAN 'W'

CS232 136 OF 195 STORMWATER PROFILE PLAN

CS233 137 OF 195 ROADWAY TYPICAL CROSS SECTIONS

CS234 138 OF 195 ROADWAY TYPICAL CROSS SECTIONS

CS235 139 OF 195 ROADWAY TYPICAL CROSS SECTIONS

CS236 140 OF 195 OVERALL LIGHTING PLAN

CS237 141 OF 195 LIGHTING PLAN 'A'

CS238 142 OF 195 LIGHTING PLAN 'B'

CS239 143 OF 195 LIGHTING PLAN 'C'

CS240 144 OF 195 LIGHTING PLAN 'D'

CS241 145 OF 195 LIGHTING PLAN 'E'

CS242 146 OF 195 LIGHTING PLAN 'F'

CS243 147 OF 195 LIGHTING PLAN 'G'

CS244 148 OF 195 LIGHTING PLAN 'H'

CS245 149 OF 195 LIGHTING PLAN 'I'

CS246 150 OF 195 LIGHTING PLAN 'J'

CS247 151 OF 195 LIGHTING PLAN 'K'

CS248 152 OF 195 LIGHTING PLAN 'L'

CS249 153 OF 195 LIGHTING PLAN 'M'

CS250 154 OF 195 LIGHTING PLAN 'N'

CS251 155 OF 195 LIGHTING PLAN 'O'

CS252 156 OF 195 LIGHTING PLAN 'P'

SHEET INDEX

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CS253 157 OF 195 LIGHTING PLAN 'Q'

CS254 158 OF 195 LIGHTING PLAN 'R'

CS255 159 OF 195 LIGHTING DETAIL PLAN

CS256 160 OF 195 OVERALL EROSION & SEDIMENTATION PLAN

CS257 161 OF 195 EROSION & SEDIMENTATION PLAN 'A'

CS258 162 OF 195 EROSION & SEDIMENTATION PLAN 'B'

CS259 163 OF 195 EROSION & SEDIMENTATION PLAN 'C'

CS260 164 OF 195 EROSION & SEDIMENTATION PLAN 'D'

CS261 165 OF 195 EROSION & SEDIMENTATION PLAN 'E'

CS262 166 OF 195 EROSION & SEDIMENTATION PLAN 'F'

CS263 167 OF 195 EROSION & SEDIMENTATION PLAN 'G'

CS264 168 OF 195 EROSION & SEDIMENTATION PLAN 'H'

CS265 169 OF 195 EROSION & SEDIMENTATION PLAN 'I'

CS266 170 OF 195 EROSION & SEDIMENTATION PLAN 'J'

CS267 171 OF 195 EROSION & SEDIMENTATION PLAN 'K'

CS268 172 OF 195 EROSION & SEDIMENTATION PLAN 'L'

CS269 173 OF 195 EROSION & SEDIMENTATION PLAN 'M'

CS270 174 OF 195 EROSION & SEDIMENTATION PLAN 'N'

CS271 175 OF 195 EROSION & SEDIMENTATION PLAN 'O'

CS272 176 OF 195 EROSION & SEDIMENTATION PLAN 'P'

CS273 177 OF 195 EROSION & SEDIMENTATION PLAN 'Q'

CS274 178 OF 195 EROSION & SEDIMENTATION PLAN 'R'

CS275 179 OF 195 EROSION & SEDIMENTATION PLAN 'S'

CS276 180 OF 195 EROSION & SEDIMENTATION PLAN 'T'

CS277 181 OF 195 EROSION & SEDIMENTATION PLAN 'U'

CS278 182 OF 195 EROSION & SEDIMENTATION PLAN 'V'

CS279 183 OF 195 EROSION & SEDIMENTATION PLAN 'W'

CS280 184 OF 195 EROSION & SEDIMENTATION PLAN 'X'

CS281 185 OF 195 BID DEDUCT PLAN

CS282 186 OF 195 CONSTRUCTION DETAILS

CS283 187 OF 195 CONSTRUCTION DETAILS

CS284 188 OF 195 CONSTRUCTION DETAILS

CS285 189 OF 195 CONSTRUCTION DETAILS

CS286 190 OF 195 CONSTRUCTION DETAILS

CS287 191 OF 195 CONSTRUCTION DETAILS

CS288 192 OF 195 CONSTRUCTION DETAILS

CS289 193 OF 195 CONSTRUCTION DETAILS

CS290 194 OF 195 CONSTRUCTION DETAILS

CS291 195 OF 195 CONSTRUCTION DETAILS

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PE# 17277

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ARCHITECT/ENGINEERS:

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AutoCAD SHX Text Approved: Project Director

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

EXISTING CONDITIONS NOTES

1. THE EXISTING FEATURES PLAN INFORMATION SHOWN IN THIS PLAN SET ARE BASED ON AN ON THE

GROUND FIELD SURVEY BY ACELA ARCHITECTS + ENGINEERS, PC DURING JULY 2019, AREAS

SHOWN OUTSIDE THE SCOPE OF WORK ARE BASED ON DRAWINGS PROVIDED BY THE DEPARTMENT

OF VETERAN AFFAIRS.

2. ONLY THOSE ITEMS VISIBLE ON THE GROUND AT THE TIME OF SURVEY WERE LOCATED AND SHOWN

ON THIS PLAN. ADDITIONAL UTILITY INFORMATION SHOWN ON THE PLAN WAS PROVIDED BY THE VA.

CONTRACTORS AND OTHER USERS OF THIS PLAN ARE RESPONSIBLE FOR VERIFICATION AND

LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION WORK AT LOCATIONS SHOWN HEREON.

ACELA ARCHITECTS + ENGINEERS, PC ASSUMES NO LIABILITY TO DAMAGE TO ANY EXISTING UTILITY

DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGE THAT

MAY OCCUR DURING CONSTRUCTION.

3. THE SURVEY IS BASED ON FIELD DATA COLLECTED JULY 17-21 2019. DATA FOR EXISTING CONTROL

POINTS THROUGHOUT THE SITE WAS PROVIDED BY THE VA ENGINEERING DEPARTMENT. THE

PROVIDED CONTROL COORDINATES WERE OF AN ARBITRARY DATUM. GPS DATA WAS COLLECTED

AND POST PROCESSED BY NGS OPUS TO PROVIDE STATE PLANE INFORMATION FOR THE PROJECT.

POINT DATA CAN BE TRANSLATED TO WYOMING STATE PLANE EAST CENTRAL ZONE, NAD83 (2011), SURVEY FEET, VERTICAL DATUM NAVD88 BY THE FOLLOWING TRANSLATION PARAMETERS:

COMBINED SCALE FACTOR: 0.99976359

POINT 511 GROUND POINT 511 GRID

N- 906054.30 N- 1906054.30

E- 402508.42 E- 1402508.42

EL.- 3885.14 EL. 3885.14

FIELD SURVEY FOR THIS PROJECT WAS PERFORMED TO COLLECT EXISTING INFORMATION

WITHIN THE ROAD AND PARKING LOT AREAS AND 15 FEET BEYOND THOSE FEATURES.

4. THE CONTRACTOR MAY CONDUCT TEST PITS TO VERIFY EXISTING CONDITIONS. TEST PITS

CONDUCTED AT THE CONTRACTORS CONVENIENCE TO VERIFY EXISTING CONDITIONS SHALL BE AT

THE CONTRACTORS EXPENSE AND SHALL BE APPROVED AND COORDINATED WITH THE OWNER.

DEMOLITION NOTES

1. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND PROPERTY;

TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND STRUCTURES OR

INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE TO AND FROM SUCH

ADJACENT AREAS OF STRUCTURES.

2. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES, WARNING

LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL PERSONNEL

DURING DEMOLITION AND REMOVAL OPERATIONS.

3. MAINTAIN FENCES, BARRICADES, LIGHTS AND OTHER SIMILAR ITEMS AROUND EXPOSED

EXCAVATIONS UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED.

4. PREVENT SPREAD OF FLYING PARTICLES AND DUST. SPRINKLE RUBBISH AND DEBRIS WITH WATER

TO KEEP DUST TO A MINIMUM. DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR

OBJECTIONABLE CONDITION SUCH AS, BUT NOT LIMITED TO; ICE, FLOODING OR POLLUTION. VACUUM

AND DUST THE WORK AREA DAILY.

5. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND

EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. THE

CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING ITEMS TO

REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE MEDICAL CENTER; AND

DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AS APPROVED BY THE CONTRACTING OFFICER

REPRESENTATIVE (COR). THE CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER WORK

AND SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. THE

CONTRACTOR SHALL ENSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND SHALL BE

RESPONSIBLE FOR INCREASING STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE

REQUIRED AS A RESULT OF ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED.

6. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO BE REMOVED.

7. REMOVE ABANDONED OUTSIDE UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION OF NEW

UTILITY LINES AND NEW CONSTRUCTION.

8. ALL WASTE DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AND

LAWFULLY DISPOSED OF. DEBRIS, INCLUDING BRICK, CONCRETE STONE, METALS AND SIMILAR

MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF BY THE

CONTRACTOR DAILY, OFF THE MEDICAL CENTER TO AVOID ACCUMULATION AT THE DEMOLITION SITE.

MATERIALS THAT CANNOT BE REMOVED DAILY SHALL BE STORED IN AREAS SPECIFIED BY THE

CONTRACTING OFFICERS REPRESENTATIVE. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF

MATERIALS UNCOVERED DURING ANY PART OF THE WORK APPEAR TO BE CONTAMINATED. ALL

LOCAL, STATE AND FEDERAL LAWS SHALL PREVAIL IN THE EVENT OF CONTAMINATED MATERIALS.

9. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM PRESENT

LOCATION INTO PIECES NOT EXCEEDING 24 INCHES (600 MM) SQUARE TO PERMIT DRAINAGE.

CONTRACTOR SHALL DISPOSE OF DEBRIS IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND

LOCAL PERMITS, RULES AND/OR REGULATIONS.

CONCRETE REPAIR NOTES

1. EXPANSION JOINTS SHALL BE INSTALLED WHENEVER CONCRETE IS PLACED AGAINST ROADWAY

PAVEMENT, PARKING LOTS, BUILDINGS, OR STRUCTURES AND PER VA REQUIREMENTS

2. SPACING OF ALL JOINTS SHALL BE PER THE CONCRETE SIDEWALK JOINT SPACING DETAIL. REFER TO

THE CITY OF SHERIDAN AND WYOMING DEPARTMENT OF TRANSPORTATION DETAILS FOR FURTHER

ADDITIONAL INFORMATION.

3. CONCRETE SIDEWALKS AND RAMPS SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELED AND

BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.

4. CONCRETE PAVEMENT IN VEHICULAR AREAS SHALL BE FINISHED WITH TRANSVERSE TINING.

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGED ASPHALT ADJACENT TO THE

AREA OF CONSTRUCTION ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING SIDEWALK

AND/OR STAIRS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SPREADING TOPSOIL, SEEDING AND STABILIZING ANY

DAMAGED OR UNVEGETATED PERVIOUS AREA ADJACENT TO THE AREA OF CONSTRUCTION

ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING SIDEWALK AND/OR STAIRS.

7. EXISTING CONCRETE SIDEWALKS AND PADS SHALL BE MAINTAINED TO THE GREATEST EXTENT

POSSIBLE. IF NECESSARY THE CONCRETE SHALL HAVE SLABS REMOVED AND REPLACED AS REQUIRED

TO MEET FINISH GRADE OF SURROUNDING ROADWAY AND CURBING.

8. POSITIVE DRAINAGE SHALL BE PROVIDED ALONG ALL SIDEWALKS. SIDEWALK CONSTRUCTION AND

REPAIR SHALL BE COMPLETED IN A MANNER TO PREVENT LOW POINTS AND STANDING WATER.

9. ACCESSIBLE RAMPS SHALL BE GRADED TO HAVE A MAXIMUM LONGITUDINAL SLOPE OF 8% AND

MAXIMUM CROSS SLOPE OF 2%. IF THE CONTRACTOR DETERMINES A SLOPE WITHIN THESE RANGES IS

NOT FEASIBLE BASED ON EXISTING FEATURES, COORDINATION WITH THE ENGINEER AND COR SHALL

OCCUR. ALL ACCESSIBLE RAMPS SHALL HAVE DETECTABLE WARNING SURFACES WITH A YELLOW

SURFACE, PER THE SPECIFICATION.

10. AS PREVENTATIVE MAINTENANCE, ALL DAMAGED JOINT SEALANT ALONG FORT ROAD SHALL BE

REMOVED AND REPLACED.

11. FORT ROAD SLAB REPLACEMENT SHALL BE COMPLETED TO MAINTAIN EXISTING ELEVATIONS AND

JOINT LOCATIONS, UNLESS OTHERWISE DIRECTED.

PAVEMENT RECONSTRUCTION NOTES

1. SAWCUT PAVEMENT TO A DEPTH OF 2" WHERE MILLING OPERATIONS ABUT BITUMINOUS PAVEMENT TO

REMAIN. SEAL JOINT WITH 12" WIDE ASPHALT SEALANT.

2. MILL ASPHALT TO DEPTH OF 2" IN AREAS LABELED MILL & OVERLAY. ASPHALT MILLINGS TO BE

RECYCLED IN ACCORDANCE WITH WYDOT STANDARD SPECIFICATIONS FOR ROAD CONSTRUCTION AND

REMOVED FROM SITE.

3. A RECLAIMED BASE MAY BE UTILIZED, WHERE SUITABLE, IN AREAS WHERE EXISTING PAVEMENT IS TO

BE RECONSTRUCTED. THE RECLAMATION SHALL MEET THE SPECIFICATION FOR BASE MATERIAL AND

MINIMUM CROSS SECTION OF THE FULL DEPTH CONSTRUCTION. ANY RECLAIMED MATERIAL SHALL BE

DEEMED SUITABLE PRIOR TO REUSE.

4. POOR IN-SITU SOIL THAT IS DEEMED UNSUITABLE FOR USE AS PAVING SUBGRADE SHALL BE

OVER-EXCAVATED AND REPLACED WITH HIGHER QUALITY LOAD-BEARING FILL.

5. ALL PAVEMENT RECONSTRUCTION SHALL INCLUDE A GEOTEXTILE, AS STATED IN THE CROSS SECTION

AND SPECIFICATION. GEOTEXTILE SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.

6. PAVEMENT RECONSTRUCTION AND ASSOCIATED IMPROVEMENTS SHALL BE STAGED TO MINIMIZE

DISRUPTION TO RESIDENTS AND OFFICE FUNCTIONS. STAGING AREAS AND EQUIPMENT STORAGE

SHALL BE COORDINATED WITH THE CONTRACTING OFFICERS REPRESENTATIVE(COR).

7. REPAIR DAMAGED CURB AS INDICATED, OR AS NECESSARY IF ADDITIONAL DAMAGE OCCURS DURING

CONSTRUCTION.

8. ALL PAVEMENT MARKINGS AND ROAD SIGNS TO BE IN ACCORDANCE WITH THE CURRENT EDITION OF

THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL PAVEMENT MARKINGS SHALL

PER SPECIFICATIONS. WHERE SPECIFICATIONS DO NOT PROVIDE ADEQUATE INFORMATION, PAVEMENT

MARKINGS SHALL BE PER WYDOT SPECIFICATIONS.

9. ALL MILL AND OVERLAY PAVEMENT SHALL BE CONSTRUCTED TO HOLD EXISTING ELEVATIONS AND

DRAINAGE PATTERNS UNLESS OTHERWISE SHOWN ON PLANS.

10. CONTRACTOR SHALL BE SURE TO CONSTRUCT ALL PAVED SURFACES TO INCLUDE NO LOWPOINTS

OUTSIDE OF THE DESIGNATED LOWPOINTS INCLUDING DRAINAGE STRUCTURES. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR REPAIRING ALL LOWPOINTS AT THEIR EXPENSE. THE SPOTGRADES

SHOWN ON THE PLAN ARE A DETAILED REPRESENTATION OF THE ROADWAY ELEVATIONS. THE

CONTRACTOR SHALL VERIFY ELEVATIONS AND IS RESPONSIBLE FOR REPORTING ANY DISCREPANCY

OR ERROR FOUND TO THE ENGINEER AND COR PRIOR TO CONSTRUCTING ROADWAY.

11. WHERE PAVEMENT SPECIFICATIONS CONFLICT WITH WYDOT SPECIFICIATIONS, WYDOT

SPECIFICATIONS SHALL GOVERN.

GENERAL NOTES

1. THESE PLANS ARE FOR THE RESURFACING AND/OR RECONSTRUCTION

OF EXISTING ROADWAYS AND PARKING LOTS, IMPROVEMENTS TO

STORMWATER FACILITIES AND SITE LIGHTING. THE CONTRACTOR

SHALL COORDINATE CONSTRUCTION WITH THE VAMC.

2. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS PREPARED

FOR VAMC RESURFACE ROADS AND PARKING LOTS, PREPARED BY

ACELA ARCHITECTS + ENGINEERS PC.

3. THE CONTRACTOR SHALL NOTIFY "DIG-SAFE" (811) AT LEAST 72 HOURS

PRIOR TO EXCAVATION. DIG-SAFE MARKINGS WILL PROVIDE LIMITED

MARKINGS ALONG EAST END OF FORT ROAD. FOR ALL OTHER UTILITY

LOCATING SUPPORT CONTACT THE VA COR WITH WRITTEN REQUEST

ONE (1) WEEK PRIOR TO EARTHMOVING ACTIVITES. UTILITY MARKINGS

WILL BE PROVIDED BY VA MAINTENANCE STAFF. IT WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE MARKED

UTILITY LOCATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND

JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE

WITH OSHA STANDARDS, STATE AND LOCAL REQUIREMENTS. THE

CONTRACTOR SHALL PROVIDE FENCING OR BARRIERS WHEN

CONSTRUCTION IS BEING PERFORMED ADJACENT TO BUILDING

ENTRANCES/WALKWAYS.

5. UPON AWARD OF CONTRACT, THE CONTRACTOR SHALL MAKE

NECESSARY CONSTRUCTION NOTIFICATIONS, APPLY FOR AND OBTAIN

NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH

THE WORK INDICATED WITHIN THE CONSTRUCTION PLANS,

SPECIFICATIONS AND CONTRACT DOCUMENTS. THE CONTRACTOR

SHALL NOT COMMENCE CONSTRUCTION NOR CLOSE OR OBSTRUCT

ROADWAYS, SIDEWALKS AND/OR FIRE HYDRANTS WITHOUT

APPROPRIATE PERMITS AND/OR PERMISSIONS.

6. TRAFFIC SIGNAGE (TEMPORARY AND PERMANENT) SHALL CONFORM

TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR ALL

LOCAL RIGHTS OF WAY AND BE IN ACCORDANCE WITH WYDOT

SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC

CONTROL DEVICES AND PERSONNEL. OVERNIGHT CLOSURES WILL

REQUIRE WARNING SIGNS AND BARRICADES WITH FLASHING LIGHTS.

7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME

DISTURBED BY THE CONTRACTORS OPERATIONS SHALL BE RESTORED

BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AT THE

CONTRACTOR'S EXPENSE.

8. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL

RECEIVE A MINIMUM OF SIX (6) INCHES OF TOPSOIL. THESE AREAS

SHALL BE IMMEDIATELY SEEDED AND STABILIZED.

9. DAMAGE TO SURFACE FEATURES, SUBSURFACE FEATURES AND

SUBSURFACE INFRASTRUCTURE RESULTING FROM CONSTRUCTION

LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE OWNER.

10. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING

CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS,

AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY,

AT NO COST TO OWNER.

11. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE

WITH METAL PLATES DAILY AND PAVE ALL TRENCHES BY END OF DAY

FRIDAY. NO OPEN TRENCHES SHALL BE LEFT UNATTENDED.

12. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS

RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR

SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND

MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND

ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING OR

PROCEEDING WITH WORK.

13. THE ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL

NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

TECHNIQUES, SEQUENCE ON PROCEDURE, OR FOR SAFETY

PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK, ALL OF

WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

METHODS AND MATERIALS USED IN THE CONSTRUCTION OF

IMPROVEMENTS FOR THIS PROJECT SHALL CONFORM TO THE

CURRENT CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE

VA, CITY OF SHERIDAN AND WYOMING DEPARTMENT OF

TRANSPORTATION.

14. MATERIALS WHICH COULD BE A POTENTIAL SOURCE OF STORMWATER

POLLUTION, SUCH AS GASOLINE, DIESEL FUEL, HYDRAULIC OIL, ETC.,

SHALL BE STORED AT THE END OF EACH DAY IN A STORAGE TRAILER

OR COVERED LOCATION, OR TAKEN OFF-SITE AND PROPERLY

DISPOSED OF. ALL TYPES OF WASTE GENERATED AT THIS SITE SHALL

BE DISPOSED OF IN A MANNER CONSISTENT WITH STATE LAW AND/OR

REGULATIONS.

15. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN

UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED

EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN

WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR

DEMOLITION. ALL WATER, GAS, SEWER, ELECTRIC AND OTHER

UTILITIES SHALL BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH

MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT

MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION.

17. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE

AVAILABLE AT THE CONSTRUCTION SITE.

18. THE CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND

COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE

COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF

ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;

AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD

THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL

LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY

ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE

ENGINEER." THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING A

PROTECTIVE BARRIER AROUND THE SITE PRIOR TO AND MAINTAINED

DURING CONSTRUCTION.

19. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED

PLANS AND SPECIFICATIONS ISSUED BY ACELA ARCHITECTS +

ENGINEERS PC. ANY DEVIATIONS FROM THESE DOCUMENTS SHALL

REQUIRE NOTIFICATION TO THE ENGINEER AND COR PRIOR TO THE

COMMENCEMENT OF/OR CONSTRUCTION OF ANY CHANGE. WITHOUT

NOTIFICATION TO THE ENGINEER AND COR, THE CONTRACTOR WILL BE

WORKING AT HIS/HER OWN RISK. ANY WORK INSTALLED IN CONFLICT

WITH THE CONTRACT DRAWINGS, CODE REQUIREMENTS OR

MANUFACTURER REQUIREMENTS WITHOUT THE PRIOR APPROVAL OF

THE OWNER AND THE ENGINEER SHALL BE CORRECTED AT THE

CONTRACTORS EXPENSE.

20. CONSTRUCTION ACTIVITIES SHALL NOT CONFLICT WITH THE VAMC

OPERATIONS AND EMPLOYEE/PATIENT PARKING. THE CONTRACTOR

SHALL COORDINATE ALL WORK WITH THE VAMC COR AND POLICE

DEPARTMENT. WORK AFFECTING BUILDING ENTRANCES, WALKWAYS,

LOADING AREAS, PARKING, ETC. SHALL BE COORDINATED AND

SCHEDULED WITH THE VAMC.

21. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF

CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL

PROVIDE SAID DOCUMENTATION TO THE ENGINEER UPON COMPLETION

OF CONSTRUCTION IN AUTOCAD, PDF AND HARD COPY FORMATS.

RECORD DOCUMENTS SHALL ARTICULATE WHERE ACTUAL

INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY FROM

THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE CONTRACTOR

DOCUMENTS. **NO EXCEPTION ALLOWED**

22. ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING

CONSTRUCTION SHALL BE RESET BY A PROFESSIONAL LICENSED

SURVEYOR AT THE CONTRACTORS EXPENSE.

23. ALL WASTE, DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE

REMOVED FROM THE SITE AND LAWFULLY DISPOSED OF.

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AutoCAD SHX Text Christopher W. Geary

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PE# 17277

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ARCHITECT/ENGINEERS:

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

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AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

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AutoCAD SHX Text 666-17-104

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T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

TRAFFIC MANAGEMENT NOTES

1. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE MOVING LANE ALONG ROADWAYS AT ALL TIMES, EXCEPT WHERE

STATED ON THE PAVEMENT PHASING PLAN, OR IF GIVEN PERMISSION BY THE VAMC AND CONTRACTING OFFICERS

REPRESENTATIVE.

2. THE CONTRACTOR SHALL PROVIDE ALL SIGNAGE, BARRICADES, CAUTION TAPE, CONES, BARRELS, AND FLAGGERS

REQUIRED TO FACILITATE A SAFE LANE OR SIDEWALK CLOSURE. ANY OVERNIGHT CLOSURES WILL REQUIRE ILLUMINATED, FLASHING WARNING SIGNS AND BARRICADES.

3. PEDESTRIAN ACCESS SHALL BE MAINTAINED AND MANAGED DURING SIDEWALK AND CROSSWALK CLOSURES.

4. ACCESS TO ALL ROADWAYS, DRIVEWAYS AND LOADING RAMPS SHALL BE MAINTAINED DAILY AFTER CONSTRUCTION

ACTIVITIES HAVE CONCLUDED.

5. THE CONTRACTOR SHALL COORDINATE ANY ROADWAY, DRIVEWAY, LOADING RAMP AND/OR SIDEWALK CLOSURES WITH

THE COR PRIOR TO PERFORMING WORK.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SITE SAFETY PLAN.

7. ALL TRAFFIC CONTROL DEVICES AND SIGNAGE SHALL BE WYDOT APPROVED.

LAYOUT AND MATERIALS NOTES

1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING PAVEMENT, WALKWAY AND

BUILDING ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS AND WALKWAYS, AS WELL AS EXISTING

GROUND ELEVATIONS ADJACENT TO MANHOLES AND DRAINAGE STRUCTURES TO ASSURE PROPER

TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.

2. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY

SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO

THE DETAIL SHEET DIMENSIONS, MANUFACTURER'S LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS

OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES.

3. THE CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA

FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL FIELD VERIFY LOCATION OF PROJECT FEATURES.

4. PROPRIETARY PRODUCTS OR ASSEMBLIES UTILIZED AS "BASIS OF DESIGN":

- ON OCCASION, THE DRAWINGS MAY REFER TO A SINGLE PROPRIETARY PRODUCT OR ASSEMBLY WHILE THE

SPECIFICATIONS LIST TWO OR MORE ACCEPTABLE MANUFACTURES AND/OR PRODUCTS. WHEN THIS

OCCURS, THE PRODUCT OR ASSEMBLY ILLUSTRATED BY THE DRAWINGS IS THE "BASIS OF DESIGN"

PRODUCT OR ASSEMBLY.

- THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS REQUIREMENTS OF SPECIFIED

PRODUCTS AND ASSEMBLIES OTHER THAN THE "BASIS OF DESIGN" MAY VARY FROM THAT SHOWN BY THE

DRAWINGS.

- THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT OR ASSEMBLY IN LIEU OF THE "BASIS OF

DESIGN" PRODUCT OR ASSEMBLY, AS APPROVED BY THE COR. HOWEVER, THE CONTRACTOR IS

RESPONSIBLE (AT NO ADDITIONAL EXPENSE TO THE OWNER) FOR ALL COORDINATION AND REVISIONS TO

DIMENSIONS AND/OR DETAILS NECESSARY TO ACHIEVE THE SAME FUNCTIONAL AND AESTHETIC DESIGN

INTENT AS ILLUSTRATED BY THE "BASIS OF DESIGN" SHOWN BY THE CONTRACT DOCUMENTS.

5. IN AREAS OF NEW SIDEWALK CONSTRUCTION THE CONTRACTING OFFICER REPRESENTATIVE (COR) SHALL

DIRECT THE ALIGNMENT OF THE SIDEWALK IN AREAS WITHIN FIVE (5) FEET OF EXISTING TREES.

LANDSCAPE NOTES

1. STREET TREES SHALL BE REMOVED ACCORDING TO PLAN. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO ANY

EXISTING TREE NOT DESIGNATED TO BE REMOVED. AN ADDITIONAL TEN (10) TREES, BEYOND THE LIMITS OF

WHAT IS INCLUDED IN THE PLAN AS TO BE REMOVED, SHALL BE INCLUDED IN THE CONTRACT AND REMOVED AT

THE DISCRETION OF THE COR. EACH OF THE ADDITIONAL TEN (10) TREES SHALL BE REPLACED WITH A

PROPOSED TREE FROM THE APPROVED SPECIES LIST, APPROVED BY THE COR.

2. NEW TREES SHALL BE STAKED WITH POSTS AND FENCING APPROPRIATELY TO PROTECT YOUNG TREE FROM

DAMAGE CAUSED BY DEER. THE COR SHALL PROVIDE FINAL DETERMINATION ON APPROPRIATE TREE

PROTECTION.

3. LANDSCAPING SHALL BE INSTALLED TO AVOID UTILITIES, IRRIGATION FACILITIES AND OTHER SITE FEATURES.

UTILITY NOTES

1. KEEP HYDRANTS CLEAR AND ACCESSIBLE AT ALL TIMES. PROHIBIT DEBRIS FROM ACCUMULATING WITHIN A RADIUS OF 15 FT (4500

MM) OF FIRE HYDRANTS.

2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER

OR ITS REPRESENTATIVE(S), HAVE NOT INDEPENDENTLY VERIFIED THE INFORMATION AS SHOWN ON THE PLANS. THE UTILITY

INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE

UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT

SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND

DETERMINE THE EXACT LOCATIONS, SIZES AND ELEVATIONS OF THE POINTS OF CONNECTION TO THE EXISTING UTILITIES AND

SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING

ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.

3. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF STORM INLET BOXES PRIOR TO ORDERING GRADE ADJUSTMENT RINGS OR TOP

UNITS.

4. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE

SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL

BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION SHALL BE FURNISHED IN WRITING BY

THE CONTRACTOR TO THE ENGINEER FOR THE RESOLUTION OF THE CONFLICT. THE CONTRACTORS FAILURE TO NOTIFY PRIOR TO

PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE

WARRANTED TO RESOLVE THE CONFLICT.

5. ANY EXISTING UTILITY, SUCH AS BUT NOT LIMITED TO, STRUCTURES, PIPES, VALVES, CLEANOUTS, POLES, GUY WIRES, LIGHT POSTS, ETC., IN CONFLICT WITH ANY IMPROVEMENTS SHALL BE ADJUSTED AS REQUIRED, INCLUDING BOTH HORIZONTAL AND VERTICAL

CONFLICT. SURFACE UTILITIES WERE FIELD LOCATED, HOWEVER UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY THE VA

AND SHOWN WITH AN ASSUMED VERTICAL DEPTH. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF EXISTING

UTILITIES AS NECESSARY.

6. RIM ELEVATIONS FOR DRAINAGE AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL

BOXES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:

A. PAVEMENTS AND CONCRETE SURFACES: FLUSH

B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH

C. LANDSCAPE OR LOAM AND SEED AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.

7. IMMEDIATELY PRIOR TO THE END OF CONSTRUCTION OR ACCEPTANCE BY THE OWNER, THE CONTRACTOR SHALL INSPECT ALL

CATCH BASINS AND DRAINAGE MANHOLES WITHIN AND DOWNSTREAM OF THE LIMITS OF WORK. PIPES AND STRUCTURES SHALL BE

CLEANED AND FLUSHED AS NECESSARY.

8. ANY EXISTING UTILITY LINE, STRUCTURE, BOX OR POLE IN HORIZONTAL CONFLICT WITH ANY PAVEMENT RECONSTRUCTION AND/OR

WIDENING SHALL BE RELOCATED. ANY EXISTING UTILITY LINE, STRUCTURE, BOX, OR POLE IN VERTICAL CONFLICT WITH ANY

PAVEMENT RECONSTRUCTION SHALL BE RELOCATED TO PROVIDE VERTICAL SEPARATION BETWEEN STONE SUBBASE AND UTILITY.

9. ANY EXISTING CURB UNDERDRAIN AND/OR ROOF DRAINS NOT PROVIDED BY THE VA ARE NOT SHOWN ON THE PLANS.

10. ANY IRRIGATION LINE, HEAD, BOX, VALVE, ETC. SHALL BE REMOVED, RELOCATED OR REPLACED AS NEEDED TO AVOID CONFLICT

WITH IMPROVEMENTS. COORDINATE ALL IRRIGATION WORK WITH COR. ALL SALVAGEABLE IRRIGATION PARTS SHALL BE RETURNED

TO THE VA.

11. THE CONTRACTOR SHALL WORK WITH THE COR AND VA STAFF TO VERIFY EXISTING CONDITIONS OF ELECTRICAL SYSTEMS BEING

SPLICED TO WITH PROPOSED LIGHTING. WIRE SIZES AND BREAKER SIZES SHALL BE VERIFIED PRIOR TO ANY WORK TO ENSURE

ACCURACY WITH THE PLAN. THE CONTRACTOR SHALL PROVIDE LARGER WIRE SIZES WERE NECESSARY TO SPLICE TO EXISTING

CIRCUITS.

12. EXISTING ELECTRICAL CIRCUITS AND CONDUCTORS SHALL BE VERIFIED PRIOR TO ELECTRICAL WORK BEING PERFORMED. THE

INFORMATION INCLUDED ON THE PLAN WAS PROVIDED BY THE VA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL

EXISTING INFORMATION, INCLUDING CIRCUITS, CONDUCTORS, PANELS, BREAKERS AND VOLTAGE. COORDINATION WITH THE

ENGINEER AND COR IS REQUIRED IF DIFFERENCES BETWEEN EXISTING FEATURES AND PLAN ARE DETERMINED. THIS FIELD

VERIFICATION SHALL OCCUR PRIOR TO THE APPROVAL OF ANY SHOP DRAWINGS, SUBMITTALS AND THE ORDERING AND

INSTALLATION OF MATERIALS.

13. PROPOSED ELECTRICAL WIRES SHALL BE INSTALLED TO AVOID OTHER EXISTING UTILITIES, IRRIGATION FACILITIES, LANDSCAPING

AND OTHER SITE FEATURES.

14. EXISTING STORM PIPES SHALL BE EXTENDED AND CONNECTED TO AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL FIELD

VERIFY THE LOCATION AND DEPTH OF EXISTING STORM PIPES PRIOR TO THE ORDERING AND INSTALLATION OF ANY STRUCTURE

AND/OR PIPE. ANY CONFLICT BETWEEN FIELD VERIFICATION AND DESIGN PLANS SHALL BE COORDINATED WITH THE ENGINEER AND

COR.

15. EXISTING STORM PIPES AND STRUCTURES WITHIN ROADWAYS AND PARKING LOTS SHALL BE FLUSHED AND CLEANED OF DEBRIS

AND ACCUMULATED SEDIMENT.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A MAXIMUM OF 15-4" PVC CONDUIT PIPE CROSSINGS DURING ROADWAY

CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE VA/COR TO DETERMINE PLACEMENT LOCATION AND TIME OF

INSTALL. CONDUIT SHALL BE PROVIDED BY THE VA.

17. AT THE TIME OF ROAD CONSTRUCTION, PRIOR TO INSTALLATION OF FABRIC AND STONE, THE CONTRACTOR SHALL COORDINATE

WITH THE VA ON THE LOCATION OF CONDUIT, AS SHOWN ON THE PLAN. THE VA WILL PROVIDE TO THE CONTRACTOR 4-INCH

CONDUIT, TO BE INSTALLED ACROSS THE ROADWAYS AND CAPPED ON EITHER SIDE, RESERVED FOR FUTURE USE. THE

CONTRACTOR SHALL INCLUDE THE INSTALLATION OF FIFTEEN (15) 4-INCH CONDUITS. THE VA WILL PROVIDE MATERIALS TO THE

CONTRACTOR. THE CONTRACTOR SHALL PROVIDE LABOR. THE LOCATIONS SHOWN ON THE PLAN SHALL BE CONSIDERED

APPROXIMATIONS AND WILL BE DETERMINED BY THE COR.

SITE SYMBOLS - GENERAL

BENCHMARK #1

SPIKE LOCATED NORTHWEST OF BUILDING 41 AT

END OF GRAVEL = ELEV: 3858.28

BENCHMARK #2

DISK IN CONCRETE LOCATED APPROX. 371 FT NORTH

WEST OF PARKING LOT 2 = ELEV: 3896.78

BENCHMARK #3

DISK IN CONCRETE LOCATED SOUTHWEST OF PARKING

LOT 6 = ELEV: 3879.56

BENCHMARK #4

CAP PIN LOCATED APPROX. 354' NORTHWEST OF

GARAGE 68 = ELEV 3932.72

BENCHMARK #5

DISK IN CONCRETE LOCATED APPROX 229' NORTHWEST

OF GARAGE 63 = ELEV 3925.87

BENCHMARK #6

CAP PIN LOCATED NORTH OF COAST GUARD LANE =

ELEV 3882.19

BENCHMARK #7

CAP PIN LOCATED EAST OF COAST GUARD LANE(NOT

SURVEYED) = ELEV 3854.54

BENCHMARK #8

CAP PIN LOCATED NORTH OF PARKING LOT 7 = ELEV

3885.10

BENCHMARK #9

CAP PIN LOCATED SOUTHEAST OF WATER TOWER(NOT

SURVEYED) = ELEV 3892.05

DETAIL BLOCK TITLE WITH SCALE

CONCRETE

DETAIL

DIMENSIONA

SITE SYMBOLS - CONCRETE

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES PROPOSED FEATURES

SLANTED TEXT INDICATES EXISTING FEATURES

HYDRANT, FIRE - (FH)

WATER VALVE - (WV)

STORM SEWER LINE

UTILITY, WATER MANHOLE - (WMH)W

UTILITY, UTILITY POLE - (UP)

UTILITY, SANITARY MANHOLE - (SSWR MH)S

UTILITY, ELECTRICAL MANHOLE - (EMH)E

SIGN

GAS VALVE - (GV)

SD

SANITARY SEWER LINE

WATER LINE

ELECTRIC LINE

EDGE OF PAVEMENT - (E.O.P)

EDGE OF STONE

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES - (DECD.)

DRAINAGE MANHOLE - (DMH)

DRAINAGE CATCH BASIN

DRAINAGE END SECTION

D

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLE - (STMH)ST

SITE SYMBOLS - ABBREVIATIONS

COMM

FO

COMMUNICATION LINE

FIBER OPTIC LINE

STEAM LINE

GAS LINE

CHILLED WATER SUPPY LINE

CHILLED WATER RETURN LINE

CABLE LINE

I IRRIGATION LINE

GRAVEL

TACTILE WARNING SURFACE - (TWS)

BIT BITUMINOUS

BLDG BUILDING

RD. ROAD

ST. STREET

CONC. CONCRETE

ELEC. ELECTRIC

MTR. METER

EMERG. EMERGENCY

VEH. VEHICLE

PED. PEDESTRIAN

VIS. VISITOR

CROSS. CROSSING

INV STORMWATER PIPE END

CO CLEANOUT

DS DOWN SPOUT

CS CURB STOP

EM ELECTRIC METER

GM GAS METER

IV IRRIGATION VALVE

MH MANHOLE

EB ELECTRIC BOX

CB COMMUNICATIONS BOX

CMH COMMUNICATIONS MANHOLE

JB JUNCTION BOX

SF SQUARE FEET

LF LINEAR FEET

APPROX APPROXIMATELY

PLCC PLAIN CEMENT CONCRETE

W/ WITH

BET. BETWEEN

SH SPRINKLER HEAD

SV SPRINKLER VALVE

TRANS. TRANSFORMER

IRRIG. IRRIGATION

QUART. QUARTER

BTP BEYOND THIS POINT

TYP. TYPICAL

FFE FINISHED FLOOR ELEVATION

IP IRON PIN

SWCT SAWCUT

WW WINDOW WELL

DWS DETECTABLE WARNING SUFACE

LIGHT POST - (LP)

CONIFEROUS TREES - (CONF.)

SPRINKLER HEAD

FENCE

LIGHTED BOLLARD

LANDSCAPE LIGHT

UTILITY, COMMUNICATION MANHOLE - (CMH)C

OXYGEN LINE

OVERHEAD ELECTRIC LINE

FOR SITE IMPROVEMENTS LEGEND

SEE INDIVIDUAL SHEETS

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AutoCAD SHX Text A

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AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

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PE# 17277

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ARCHITECT/ENGINEERS:

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AutoCAD SHX Text Approved: Project Director

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

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AutoCAD SHX Text 666-17-104

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CONSULTANTS:

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AutoCAD SHX Text Notes & Legend Sheet

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AutoCAD SHX Text Resurface Roads And Parking Lots

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GI004

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