Construction Plans For Bike Amp Pedestrian Laguna Pueblo-PDF Free Download

CONSTRUCTION PLANS FOR BIKE amp PEDESTRIAN Laguna Pueblo
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1 2 3 4 5 6,ENCINAL ROAD,SHEET INDEX,c PUEBLO OF LAGUNA. THE PUEBLO OF LAGUNA AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE PUEBLO OF LAGUNA. NM HIGHWAY 279, THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF. STATION 10 00 0,T10N R6W SEC 35,NM STATE RD 124,STATION 153 81 59. T10N R5W SEC 32, Seagate 4004ED Public PROJECTS ENG 1311 09 DESIGN ENGINEERING 100 NM 124 CENTER 01 GEN NM124 1 1 to 1 3 dwg November 30 2014 10 12pm. US INTERSTATE 40,0 1000 2000,VICINITY MAP,REUSE OF DOCUMENTS.
CIBOLA COUNTY NEW MEXICO,ROUTE NM HIGHWAY 124,JUNCTION ENCINAL RD TO NM HIGHWAY 279 D. PROJECT LOCATION,LENGTH 2 77 MILES,CATEGORY NEW TRAIL CONSTRUCTION. SCOPE PEDESTRIAN TRAIL CONSTRUCTION DRAINAGE IMPROVEMENTS. PROJECT DESIGNER ROBERT J FIERRO P E,PROJECT DEVELOPMENT ENGINEER ROBERT J FIERRO P E. DESIGNED RJF SHEET 2 of 31, Abeyta Engineering Inc BIKE PEDESTRIAN ROUTE DESIGN. DRAWN OR CONSTRUCTION DWG 1 2, WESTON SOLUTIONS INC FIERRO COMPANY LLC 209D Camino de la Merced DEPARTMENT OF PUBLIC WORKS.
CHECKED ABH DOCUMENTS 3840 COMMONS AVE 2929 COORS BLVD SUITE 307 B Taos NM 87571 ENGINEERING OFFICE. NM 124 ENCINAL RD TO NM 279 DATE NOV 2014, ALBUQUERQUE NM 87109 ALBUQUERQUE NM 87120 575 737 0377 P O BOX 194. 505 837 6520 505 503 9546 LAGUNA NM 87026,APPROVED RJF PROJ 15196 001 001. NO DATE BY REVISION 505 552 1200,1 2 3 4 5 6, GENERAL NOTES ENVIRONMENTAL REQUIREMENTS ABBREVIATIONS LEGEND. 1 THE ENGINEER IS NOT RESONSIBLE FOR AND SHALL NOT BE LIABLE TO 1 THE CONTRACTOR SHALL MAKE ALL 13 THE CONTRACTOR SHALL COMPLY WITH ALL. ANY PARTY WITH RESPECT TO DAMAGES INCURRED AS A REASONABLE EFFORTS TO PREVENT EROSION REGULATIONS OF THE U S ENVIRONMENTAL. CONCEQUENCE OF CHANGES TO ITS DESIGN THAT ARE MADE WITHOUT OF SOIL BY MINIMIZING THE AMOUNT OF SOILS PROTECTION AGENCY INCLUDING THE NATIONAL. REVIEW AND WRITTEN APPROVAL OF THE PROFESSIONAL ENGINEER THAT ARE EXPOSED AT ANY ONE TIME SEE POLLUTION DISCHARGE ELIMINATION SYSTEMS. 6723 EXISTING MAJOR CONTOUR, OF RECORD WHOSE SEAL IS AFFIXED TO THESE PLANS THE ADDITIONAL DUST AND EROSION CONTROL NPDES PROGRAM FOR INFORMATION. ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND REQUIREMENTS REQUIREMENTS IN NOTE 15 CONTACT THE NPDES CONTACT FOR LOCATION. METHODS AND IS NOT RESPONSIBLE FOR THE ACTS OR OMISSIONS OF BELOW AT PHONE NUMBER THE CONTRACTOR IS EXISTING MINOR CONTOUR. THE CONTRACTOR SUBCONTRACTORS OR OTHER PERSONS RESPONSIBLE FOR SECURING ALL PERMITS. PERFORMING ANY OF THE WORK INCLUDING THE FAILURE OF ANY OF 2 THE CONTRACTOR SHALL MAKE ALL REQUIRED BY FEDERAL STATE AND TRIBAL. THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH CONTRACT REASONABLE EFFORTS TO MINIMIZE REGULATIONS FOR NPDES COMPLIANCE THE. DOCUMENTS PROPOSED MAJOR CONTOUR, CONSTRUCTION NOISE AND EMISSIONS WORK CONTRACTOR SHALL BE RESPONSIBLE FOR.
SHALL BE CONDUCTED DURING NORMAL PREPARING NPDES APPLICATIONS AND NOIS GTE A. 2 PRECEDENCE THE CONSTRUCTION DOCUMENTS INCLUDE PROJECT DAYLIGHT WORKING HOURS EXHAUST DEVELOPING STORMWATER POLLUTION. SPECIFICATIONS AND THESE PLANS THE PROVISIONS OF THE PROPOSED MINOR CONTOUR. EMISSIONS OF CONSTRUCTION EQUIPMENT WILL PREVENTION SWPP PLANS AND MONITORING. SPECIFICATIONS SHALL TAKE PRECEDENCE IN RESOLVING ANY. BE MINIMIZED BY REQUIRING APPLICABLE A COPY OF THE SWPPP NOI AND OTHER NPDES. c PUEBLO OF LAGUNA, CONFLICT ERROR AMBIGUITY OR DISCREPENCY BETWEEN THE. EMISSION CONTROL DEVICES AND LIMITING DOCUMENTATION SHALL BE PROVIDED TO PEDESTRIAN BIKE TRAIL CENTERLINE. SPECIFICATIONS AND THESE PLANS ACCORDINGLY WRITTEN. IDLING WHEN NOT IN USE PLACE PRIOR TO THE START OF. NOTATION IN THE PLANS SHALL TAKE PRECEDENCE OVER GRAPHIC. CONSTRUCTION, 3 THE CONTRACTOR SHALL DEVELOP A TRAFFIC PROPOSED SWALE FLOW DIRECTION. CONTROL PLAN TO MAINTAIN NECESSARY 14 CLEAN WATER ACT PERMITTING FOR. THE PUEBLO OF LAGUNA AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE PUEBLO OF LAGUNA. 3 GOVERNING SPECIFICATIONS THE GOVERNING SPECIFICATIONS FOR. THIS PROJECT ARE THE NEW MEXICO DEPARTMENT OF ACCESS FOR RESIDENTS AND OTHER USERS CONSTRUCTION IMPACTS TO WATERS OF THE US W. TRANSPORTATION S NMDOT STANDARD SPECIFICATIONS FOR DURING CONSTRUCTION AND ADJACENT WETLANDS WILL BE OBTAINED EXISTING CULVERT. HIGHWAY AND BRIDGE CONSTRUCTION 2014 EDITION EXCEPT AS PRIOR TO THE ONSET OF CONSTRUCTION OF E. AMENDED BY THE PROJECT SUPPLEMENTAL SPECIFICATIONS IN THE 4 APPROPRIATE SAFETY MEASURES SUCH AS PERTINENT ROUTES. ERECTING BARRICADES AND POSTING WARNING C,DROP INLET. SPECIFICATIONS SHALL GOVERN SIGNAGE SHALL BE TAKEN BY THE 15 A SWPPP WILL BE PREPARED FOR PROJECTS. CONTRACTOR TO ENSURE PUBLIC SAFETY RESULTING IN MORE THAN ONE ACRE OF SOIL T. 4 NMDOT STANDARD DRAWINGS WHERE REFERENCED IN THE PLANS DURING CONSTRUCTION DISTURBANCE IN ACCORDANCES WITH NPDES END SECTION SS. THE NMDOT STANDARD DRAWINGS ARE CONSIDERED PART OF THE REGULATIONS TO PROTECT SURFACE WATER. PLAN SET TO THE EXTENT INDICATED 5 ALL NEW CONSTRUCTION SHALL COMPLY WITH RESOURCES FROM EXCESS SEDIMENTATION ST. THE APPROPRIATE STANDARDS OF THE AND CONTAMINATION DURING CONSTRUCTION. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF. 5 QUANTITIES ALL QUANTITIES PROVIDED IN THE PLANS ARE ESTIMATED AMERICANS WITH DISABILITIES ACCESSIBILITY CB. BY THE ENGINEER PAYMENT AND MEASUREMENT OF QUANTITIES GUIDELINES ADAAG 16 TO MINIMIZE AIR QUALITY IMPACTS DURING. SHALL BE IN ACCORDANCE WITH SECTION 109 MEASUREMENT AND CONSTRUCTION THE CONTRACTOR SHALL NEW CULVERT. PAYMENT OF THE NMDOT STANDARD SPECIFICATIONS 6 PURSUANT TO THE FISH AND WILDLIFE COMPLY WITH THE NMDOT STANDARD. COORDINATION ACT AND THE MIGRATORY BIRD SPECIFICATIONS FOR HIGHWAY AND BRIDGE TEL. 6 STAKING CONSTRUCTION STAKING SHALL BE COMPLETED BY THE TREATY ACT A PERMIT MUST BE OBTAINED CONSTRUCTION SECTION 107 17 AIR QUALITY X X X X WIRE FENCE. CONTRACTOR IN ACCORDANCE WITH SECTION 801 OF THE NMDOT TV. FROM THE U S FISH AND WILDLIFE SERVICE IF IT AND DUST ABATEMENT CURRENT FOR ALL. SPECIFICATIONS INFORMATION PERTAINING TO SURVEY BECOMES APPARENT THAT MIGRATORY BIRDS BURNING OPERATIONS. MONUMENTATION FOR THIS PROJECT IS PROVIDED ON THESE PLANS E. NESTS OR EGGS MUST BE REMOVED OR DUST PRODUCING ACTIVITIES AND OTHER PIPE RAILING. DESTROYED OPERATIONS THAT PRODUCE PARTICULATE PB, 7 INCIDENTAL EARTHWORK AND GRADING UNLESS OTHERWISE STATED MATTER THESE ACTIVITIES SHALL BE. WITHIN THIS PLAN SET ALL SIDE SLOPES SHALL BE 3 HORIZONTAL 1 7 CULTURAL RESOURCES RECOMMENDED CONDUCTED IN ACCORDANCE WITH STATE AND EXISTING RIGHT OF WAY SL. VERTICAL 3 1 MAXIMUM KEEPING SLOPES FLATTER WHEREVER ELIGIBLE TO THE NATIONAL REGISTER OF FEDERAL AIR QUALITY REGULATIONS AS. POSSIBLE SLOPES SHALL TRANSITION SMOOTHLY TO EXISTING HISTORIC PLACES NRHP WOULD BE AVOIDED ADMINISTERED BY THE AIR POLLUTION CONTROL X REFER TO DETAIL NO TB. GRADES AND ADJACENT STRUCTURES IN ALL CASES THE, CONTRACTOR SHALL TRANSITION WARP SLOPES WHERE NECESSARY.
OR MITIGATED AS NEED UNDER INDIVIDUAL BUREAU OF THE NEW MEXICO ENVIRONMENT Y Z ON DRAWING NO. PROJECT ACTIVITES AS NEEDED PROJECTS DEPARTMENT T, TO STAY WITHIN THE RIGHT OF WAY OR CONSTRUCTION LIMITS OR TO. IMPACTING WATERWAYS OR WETLANDS WOULD G,AVOID EXISTING STRUCTURES. NOT BE CONSTRUCTED UNTIL PROVIDED USACE 17 BEST MANAGEMENT PRACTICES SHALL BE. PERMIT COVERAGE INSTALLED AND MAINTAINED BOTH DURING AND W. 8 BORROW A SOIL BORROW SOURCE WILL BE IDENTIFIED BY THE POL. FOR THIS PROJECT PRIOR TO THE START OF CONSTRUCTION. AFTER CONSTRUCTION TO PREVENT TO THE, 8 IF UNANTICIPATED SUBSURFACE CULTURAL EXTENT PRACTICABLE POLLUTANTS IN STORM C. 9 MATCHING GRADES TO EXISTING STREET AND ROAD GRADES SHALL MATERIALS ARE IDENTIFIED ANYWHERE IN THE WATER RUNOFF FROM ENTERING WATERS OF. BE RESTORED BY THE CONTRACTOR TO THE EXISTING GRADES PROJECT AREA DURING CONSTRUCTION THE U S V. UNLESS OTHERWISE INDICATED ON THE PLANS CLEAN CUTS AND ACTIVITIES THE CONTRACTOR. SHALLIMMEDIATELY CEASE WORK AT THAT 18 THE CONTRACTOR SHALL PROPERLY HANDLE W. SMOOTH TRANSITIONS SHALL BE MADE BETWEEN EXISTING PAVEMENT. WHICH REMAINS IN PLACE AND PAVEMENT WHICH IS REPLACED WHEN LOCATION AND CONTACT THE PUEBLO OF AND DISPOSE OF ALL ASPHALT PAVEMENT. ABUTTING NEW PAVEMENT TO EXISTING SAWCUT BACK EXISTING LAGUNA IMMEDIATELY FOR DIRECTION ON HOW MATERIAL REMOVED ON THE PROJECT BY. PAVEMENT TO A NEAT STRAIGHT LINE AS REQUIRED TO REMOVE ANY TO PROCEED ANY CULTURAL RESOURCES RECYCLING AND OR HAULING TO AN APPROVED. BROKEN OR CRACKED PAVEMENT UNCOVERED DURING PROJECT ACTIVITIES MUST LANDFILL IN ACCORDANCE WITH THE. BE HANDLED ACCORDING TO THE APPLICABLE REGULATIONS OF THE NEW MEXICO SOLID. Seagate 4004ED Public PROJECTS ENG 1311 09 DESIGN ENGINEERING 100 NM 124 CENTER 01 GEN NM124 1 1 to 1 3 dwg November 30 2014 10 12pm. 10 UTILITY LOCATION THE LOCATIONS OF EXISTING UTILITIES SHOWN ON FEDERAL AND TRIBAL LAWS WASTE ACT. THE PLANS ARE APPROXIMATE AND OTHER SUCH UTILITIES MAY EXIST. WHERE NONE ARE SHOWN ON THE PLANS THE CONTRACTOR SHALL 9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR 19 ITEMS DESIGNATED FOR REMOVAL WITHOUT. VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION BY RESEEDING ALL DISTURBED AREAS AS SALVAGE UNSUITABLE CONSTRUCTION. METHODS INCLUDING BUT NOT LIMITED TO NEW MEXICO ONE CALL INDICATED UNDER NOTE 8 SECTION 632 OF THE MATERIALS AND DEBRIS FROM CLEARING AND. ELECTRONIC DEVICES AND EXPLORATORY EXCAVATION HOLING THE SUPPLEMENTAL TECHNICAL SPECIFICATIONS GRUBBING ARE TO BE PLACED IN AN. CONTRACTOR SHALL CONFORM TO THE PROVISIONS OF THE NMDOT ENVIRONMENTALLY SUITABLE DISPOSAL SITE. RIGHT OF WAY PERMIT AND CONSTRUCTION PERMIT FOR UTILITY 10 THE PUEBLO OF LAGUNA WILL OBTAIN DECIDED UPON AND COORDINATED BY THE. LOCATION WITHIN THE NMDOT RIGHT OF WAY UTILITY LOCATION IS. NECESSARY USEPA APPROVALS PRIOR TO CONTRACTOR WITH THE APPROPRIATE. INCIDENTAL TO THE WORK AND NO ADDITIONAL PAYMENT WILL BE DISTURBING SOILS ALONG NM 279 IF DESIGNS REGULATORY AGENCIES THE CONTRACTOR. MADE EXCEPT AS PROVIDED BY THE CONTRACT DOCUMENTS ALONG THAT ROUTE CHANGE SOIL SHALL NOTIFY THE PROJECT MANAGER IN OHE. DISTURBANCE WITHIN THE JACKPILE URANIUM WRITING OF THE DETAILS OF DISPOSAL. 11 OVERHEAD UTILITIES THE CONTRACTOR SHALL DETERMINE IN MINE PROPOSED NPL SUPERFUND SITE MAY OPERATIONS BORROW MATERIAL ROCK UGE. ADVANCE OF CONSTRUCTION OPERATIONS IF OVERHEAD UTILITY REQUIRE ADDITIONAL INVESTIGATION AND WASTE VEGETATIVE DEBRIS ETC SHALL NOT. LINES SUPPORT STRUCTURES POLES GUYS ETC ARE AN MITIGATIONS BE PLACED IN WETLAND AREAS RIVER BED COM. OBSTRUCTION TO CONSTRUCTION OPERATIONS IF ANY OBSTRUCTION ARROYO CHANNEL OR AREAS WHICH MAY. IS EVIDENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR 11 IF CONTAMINATED SOILS ARE ENCOUNTERED CATV. IMPACT ENDANGERED SPECIES OF, COORDINATING WITH THE APPROPRIATE UTILITY OWNER TO REMOVE. SUCH AS STAINED OILY SOIL DURING ARCHAEOLOGICAL RESOURCES AN. SUPPORT AND RECONNECT THE UTILITY TO ACCOMMODATE NEW T T. CONSTRUCTION THE CONSTRUCTION ARCHAEOLOGICAL SURVEY AND. CONSTRUCTION ANY COST ASSOCIATED WITH THIS EFFORT SHALL BE. CONTRACTOR SHALL STOP ACTIVITIES AT THE ENVIRONMENTAL CLEARANCE SHALL BE. THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE. AFFECTED AREA AND CONTACT THE OBTAINED BY THE CONTRACTOR BEFORE. INDICATED IN THE CONTRACT DOCUMENTS, APPROPRIATE AUTHORITY FOR INSTRUCTIONS DISPOSAL SITES ARE ACCEPTED.
12 ALL UNDERGROUND AND OVERHEAD UTILITY OBSTRUCTIONS WILL BE REGARDING HOW TO PROCEED CONTAMINATED. RELOCATED AWAY FROM THE WORK PRIOR TO CONSTRUCTION IN SOIL WOULD BE TESTED AND DISPOSED AS 20 LANDFILL FEES THE CONTRACTOR SHALL BE. ACCORDANCE WITH SECTION 105 6 OF THE NMDOT STANDARD REQUIRED BY PUEBLO AND FEDERAL RESPONSIBLE FOR ALL LANDFILL DUMPING FEES. SPECIFICATIONS REGULATIONS NO ADDITIONAL MEASUREMENT OR PAYMENT. WILL BE MADE, 13 CONTRACTOR SHALL COORDINATE WITH POL WATER UTILITY 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR. AUTHORITY ON WATER CONNECTIONS REPORTING AND CLEANUP OF SPILLS 21 THE CONTRACTOR SHALL BE RESPONSIBLE FOR. ASSOCIATED WITH PROJECT CONSTRUCTION REPORTING AND CLEANUP OF SPILLS. 14 IN THE EVENT OR ANY CONFLICTS BETWEEN DESIGN DRAWINGS AND AND SHALL REPORT AND RESPOND TO SPILLS OF ASSOCIATED WITH PROJECT CONSTRUCTION. EXISTING SITE CONDITION SUCH DIFFERING SITE CONDITION SHALL BE HAZARDOUS MATERIALS SUCH AS GASOLINE AND SHALL REPORT AND RESPOND TO SPILLS OF. DIESEL MOTOR OILS SOLVENTS CHEMICALS HAZARDOUS MATERIALS SUCH AS GASOLINE. REUSE OF DOCUMENTS, BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. TOXIC AND CORROSIVE SUBSTANCES ETC DIESEL MOTOR OILS SOLVENTS CHEMICALS. 15 WHEN EXTENDING AN EXISTING CULVERT REMOVE AND REPLACE THE WHICH MAY BE A THREAT TO PUBLIC HEALTH OR TOXIC AND CORROSIVE SUBSTANCES ETC. REFLECTIVE OBJECT MARKER ALSO REFERRED TO AS A DELINEATOR THE ENVIRONMENT THE CONTRACTOR SHALL WHICH MAY BE A THREAT TO PUBLIC HEALTH OR. TO APPROXIMATELY THE SAME LOCATION RELATIVE TO THE END OF BE RESPONSIBLE FOR REPORTING DISCOVERIES THE ENVIRONMENT THE CONTRACTOR SHALL D. THE CULVERT IF AN EXISTING OBJECT MARKER IS NOT PRESENT OF PAST SPILLS AND CURRENT SPILLS NOT BE RESPONSIBLE FOR REPORTING DISCOVERIES. PROVIDE NEW A3 TYPE 2 OBJECT MARKER TRIPLE REFLECTOR PER ASSOCIATED WITH CONSTRUCTION REPORTS OF PAST SPILLS AND CURRENT SPILLS NOT. NMDOT STANDARD DRAWING 703 01 1 3 REMOVAL AND REPLACEMENT SHALL BE MADE IMMEDIATELY TO THE NM ASSOCIATED WITH CONSTRUCTION REPORTS. OF OR PROVIDING A NEW OBJECT MARKER IS INCIDENTAL TO THE ENVIRONMENT DEPARTMENT EMERGENCY SHALL BE MADE IMMEDIATELY TO THE NM. WORK OF EXTENDING THE CULVERT RESPONSE AT 827 9329 NON EMERGENCIES ENVIRONMENT DEPARTMENT EMERGENCY. MAY BE REPORTED TO 428 2500 AND THE RESPONSE AT 827 9329 NON EMERGENCIES. 16 ANY DESCANSOS ROADSIDE MEMORIALS ENCOUNTERED DURING PROJECT MANAGER MAY BE REPORTED TO 428 2500 AND THE. CONSTRUCTION WILL BE HANDLED ACCORDING TO THE GUIDANCE OF PROJECT MANAGER DESIGN OF THIS PROJECT IS BASED UPON DESIGN STANDARDS INCLUDED IN THE. NMDOT AASHTO GUIDE FOR THE DEVELOPMENT OF BICYCLE FACILITIES 2012 EDITION. 17 ALL NEWLY INSTALLED SIGN POSTS BASES SHALL BE TYPE 1. BREAKAWAY PER NMDOT STANDARD SPECIFICATION SECTION 701. DESIGNED RJF SHEET 3 of 31, Abeyta Engineering Inc BIKE PEDESTRIAN ROUTE DESIGN. DRAWN OR CONSTRUCTION DWG 1 3, WESTON SOLUTIONS INC FIERRO COMPANY LLC 209D Camino de la Merced DEPARTMENT OF PUBLIC WORKS. CHECKED ABH DOCUMENTS 3840 COMMONS AVE 2929 COORS BLVD SUITE 307 B Taos NM 87571 ENGINEERING OFFICE. NM 124 ENCINAL RD TO NM 279 DATE NOV 2014, ALBUQUERQUE NM 87109 ALBUQUERQUE NM 87120 575 737 0377 P O BOX 194.
505 837 6520 505 503 9546 LAGUNA NM 87026,APPROVED RJF PROJ 15196 001 001. NO DATE BY REVISION 505 552 1200,1 2 3 4 5 6,c PUEBLO OF LAGUNA. THE PUEBLO OF LAGUNA AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE PUEBLO OF LAGUNA. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF. Seagate 4004ED Public PROJECTS ENG 1311 09 DESIGN ENGINEERING 100 NM 124 CENTER 01 GEN NM124 1 1 to 1 3 dwg November 30 2014 10 16pm. REUSE OF DOCUMENTS,DESIGNED RJF SHEET 4 of 31, Abeyta Engineering Inc BIKE PEDESTRIAN ROUTE DESIGN. DRAWN OR CONSTRUCTION DWG 1 4, WESTON SOLUTIONS INC FIERRO COMPANY LLC 209D Camino de la Merced DEPARTMENT OF PUBLIC WORKS. CHECKED ABH DOCUMENTS 3840 COMMONS AVE 2929 COORS BLVD SUITE 307 B Taos NM 87571. 575 737 0377,ENGINEERING OFFICE,NM 124 ENCINAL RD TO NM 279 DATE NOV 2014.
ALBUQUERQUE NM 87109 ALBUQUERQUE NM 87120 P O BOX 194. 505 837 6520 505 503 9546 LAGUNA NM 87026,APPROVED RJF. NO DATE BY REVISION 505 552 1200 SUMMARY OF QUANTIES PROJ 15196 001 001. 1 2 3 4 5 6,PEDESTRIAN RAILING W O HANDRAIL,PER NMDOT SERIAL 607 20. 2 10 2 4 STRIPE 2 SOIL RETAINING SYSTEM,4 STRIPE 4H 1V FILL TYP 1 EROSION CONTROL BLANKET. 4H 1V MAX PROFILE,4H 1V FILL TYP EXISTING ROAD 2 2 LINER SEE NOTE 1. PROFILE CUT OR FILL GRADE 2 A,EXISTING ROAD 4H 1V MAX 2 2 GRADE 2 3H 1V MAX.
CUT OR FILL,CUT OR FILL,SEE NOTE C 8 COMPACTED,c PUEBLO OF LAGUNA. EXI SUBGRADE,STI 2 ASPHALT 1 4 TYP,GR BENCH CUT INTO. EXISTING GRADE, 1 THE DESIGN IS BASED ON THE MACCAFERRI GREEN TERRAMESH. THE PUEBLO OF LAGUNA AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE PUEBLO OF LAGUNA. 4 GRAVEL BASE COURSE SOIL RETAINING SYSTEM WITH VINYL COATED GALVANIZED STEEL. 7 1 1 H V MAX, 6 AT SHOULDER MESH AND BIODEGRADABLE EROSION CONTROL BLANKET OTHER. 4 GRAVEL BASE COURSE OVERALL SLOPE, 6 AT SHOULDER ENGINEERED GRAVEL SOIL SOIL RETENTION PRODUCTS WITH SIMILAR PERFORMANCE CRITERIA.
MIX COMPACTED TO 90 AND MEETING THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 8 COMPACTED SUBGRADE EXISTING GRADE ARE ACCEPTABLE WHEN APPROVED BY THE ENGINEER. EXISTING GRADE,UNDISTURBED SUBGRADE, ASPHALT TRAIL SECTION ASPHALT TRAIL SECTION RETAINING WALL. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF. CONCRETE SURFACE,4H 1V FILL TYP,PROFILE 3H 1V MAX,4H 1V MAX 2. EXISTING ROAD 2 GRADE 2 CUT OR FILL,CUT OR FILL,SEE NOTE C. GUTTER VARIES, Seagate 4004ED Public PROJECTS ENG 1311 09 DESIGN ENGINEERING 100 NM 124 CENTER 02 DTLS 1311 NM124 DTL 01 dwg November 30 2014 10 16pm. 4 GRAVEL BASE COURSE 6 TO 8,6 AT SHOULDER,CURB DETECTABLE WARNING.
8 COMPACTED SUBGRADE LINE SURFACE,UNDISTURBED SUBGRADE. ASPHALT TRAIL SECTION BB C,PER SECTION 608,SOUTH R O W. 2 2 DETECTABLE WARNING SURFACE,4H 1V FILL TYP 3H 1V FILL TYP. 4H 1V MAX PROFILE,EXISTING ROAD 2 2 3H 1V MAX,CUT OR FILL GRADE 2. REUSE OF DOCUMENTS,CUT OR FILL,ADE CONSTRUCTION NOTES.
SAWCUT NEATLY AT D,BROKEN ASPHALT, 2 ASPHALT A ASPHALT IS SUPERPAVE IV PER NMDOT SPEC SECTION 423 IF SPECIFIED IN PLAN. SAWCUT AS DIRECTED, 4 GRAVEL BASE COURSE B COMPACTION MINIMUM IS 95 PER ASTM D 1557 NEW ASHPALT. 6 AT SHOULDER EXISTING ROADWAY,C CUT FILL SLOPES PER EMBANKMENT HEIGHT CUT DEPTH. 8 COMPACTED SUBGRADE,UNDISTURBED SUBGRADE, ALL CUT ON FILL SLOPES BETWEEN A TRAIL AND A HIGHWAY. SHALL BE 4 1 MAX,ASPHALT TRAIL SECTION SAWCUT DETAIL.
DESIGNED RJF SHEET 5 of 31, Abeyta Engineering Inc BIKE PEDESTRIAN ROUTE DESIGN. DRAWN OR CONSTRUCTION DWG 2 1, WESTON SOLUTIONS INC FIERRO COMPANY LLC 209D Camino de la Merced DEPARTMENT OF PUBLIC WORKS. CHECKED ABH DOCUMENTS 3840 COMMONS AVE 2929 COORS BLVD SUITE 307 B Taos NM 87571. 575 737 0377,ENGINEERING OFFICE,NM 124 ENCINAL RD TO NM 279 DATE NOV 2014. ALBUQUERQUE NM 87109 ALBUQUERQUE NM 87120 P O BOX 194. 505 837 6520 505 503 9546 LAGUNA NM 87026,APPROVED RJF PROJ 15196 001 001. NO DATE BY REVISION 505 552 1200,1 2 3 4 5 6, Total Volume Table Total Volume Table Total Volume Table.
Fill Area Cut Area Fill Volume Cut Volume Cumulative Fill Vol Cumulative Cut Vol Fill Area Cut Area Fill Volume Cut Volume Cumulative Fill Vol Cumulative Cut Vol Fill Area Cut Area Fill Volume Cut Volume Cumulative Fill Vol Cumulative Cut Vol. Station Station Station, sq ft sq ft cu yd cu yd cu yd cu yd sq ft sq ft cu yd cu yd cu yd cu yd sq ft sq ft cu yd cu yd cu yd cu yd. 10 00 00 0 00 0 00 0 00 0 00 0 00 0 00 58 00 00 34 52 5 25 143 23 14 74 6946 42 798 65 113 00 00 111 38 0 01 423 57 0 03 15975 20 1165 97. 11 00 00 14 64 3 51 30 07 5 68 30 07 5 68 59 00 00 32 07 7 11 123 03 22 94 7069 45 821 59 114 00 00 163 72 0 00 509 46 0 01 16484 66 1165 98 A. 12 00 00 5 21 7 47 36 63 20 42 66 69 26 10 60 00 00 27 81 4 58 111 33 21 55 7180 78 843 14 115 00 00 107 33 0 00 501 96 0 00 16986 62 1165 98. c PUEBLO OF LAGUNA, 13 00 00 12 08 5 24 32 00 23 54 98 70 49 64 61 00 00 44 18 1 33 133 32 10 94 7314 10 854 08 116 00 00 98 88 0 00 381 12 0 00 17367 74 1165 98. 14 00 00 19 10 2 27 57 74 13 90 156 44 63 54 62 00 00 23 67 3 90 125 66 9 69 7439 76 863 77 117 00 00 111 02 0 00 388 70 0 00 17756 44 1165 98. 15 00 00 12 07 5 62 57 72 14 62 214 16 78 15 63 00 00 26 71 2 59 93 31 12 02 7533 06 875 79 118 00 00 158 86 0 00 499 78 0 00 18256 22 1165 98. THE PUEBLO OF LAGUNA AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE PUEBLO OF LAGUNA. 16 00 00 6 79 9 05 34 91 27 18 249 07 105 33 64 00 00 40 25 2 88 124 01 10 13 7657 07 885 92 119 00 00 144 28 0 00 561 37 0 00 18817 59 1165 98. 17 00 00 7 57 4 06 26 59 24 28 275 66 129 61 65 00 00 49 28 3 90 165 79 12 56 7822 87 898 48 120 00 00 135 96 0 00 518 96 0 00 19336 55 1165 98. 18 00 00 10 54 3 26 33 57 13 54 309 23 143 15 66 00 00 44 65 7 19 173 95 20 53 7996 82 919 01 121 00 00 164 93 0 00 557 19 0 00 19893 74 1165 98. 19 00 00 5 09 3 26 28 87 12 11 338 10 155 26 67 00 00 51 95 5 00 178 90 22 56 8175 72 941 57 122 00 00 149 36 0 00 582 02 0 00 20475 76 1165 98. 20 00 00 7 10 2 88 22 58 11 37 360 68 166 63 68 00 00 42 86 3 71 175 58 16 11 8351 29 957 68 123 00 00 150 34 0 00 555 01 0 00 21030 77 1165 98. 21 00 00 6 28 5 20 24 78 14 96 385 46 181 59 69 00 00 23 66 4 60 123 20 15 37 8474 49 973 06 124 00 00 154 76 0 04 564 65 0 07 21595 43 1166 06. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF. 22 00 00 0 98 8 50 13 44 25 37 398 90 206 96 70 00 00 23 07 5 64 86 54 18 95 8561 03 992 01 124 70 00 43 18 0 91 256 89 1 50 21852 31 1167 55. 23 00 00 19 59 0 81 38 08 17 23 436 98 224 19 71 00 00 12 29 7 01 65 47 23 43 8626 50 1015 43 125 00 00 130 80 0 27 91 36 0 08 21943 67 1167 63. 23 50 00 110 79 0 02 120 72 0 76 557 70 224 95 72 00 00 21 24 5 84 62 09 23 79 8688 59 1039 22 125 30 00 123 62 0 06 139 12 0 13 22082 79 1167 77. 23 85 00 85 57 0 24 127 27 0 17 684 97 225 12 73 00 00 12 88 4 72 63 19 19 55 8751 78 1058 78 126 00 00 78 03 0 00 260 93 0 07 22343 72 1167 84. 24 00 00 78 71 0 00 45 63 0 07 730 60 225 19 74 00 00 24 89 7 44 69 94 22 53 8821 73 1081 30 127 00 00 60 12 0 00 254 68 0 00 22598 41 1167 84. 25 00 00 123 92 0 00 375 24 0 00 1105 84 225 19 75 00 00 34 55 6 26 110 08 25 38 8931 81 1106 68 128 00 00 101 26 0 00 298 25 0 00 22896 66 1167 84 B. 26 00 00 108 90 0 00 431 15 0 00 1536 99 225 19 76 00 00 11 70 6 61 85 65 23 84 9017 46 1130 52 129 00 00 41 91 0 00 265 12 0 00 23161 78 1167 84. 27 00 00 59 67 1 01 312 42 1 87 1849 41 227 06 77 00 00 3 92 3 17 28 92 18 11 9046 38 1148 63 130 00 00 44 84 0 00 160 35 0 00 23322 13 1167 84. 27 13 00 57 95 1 93 28 32 0 71 1877 72 227 77 78 00 00 5 34 0 69 16 88 7 30 9063 25 1155 93 131 00 00 3 71 0 00 89 90 0 00 23412 03 1167 84. 27 30 00 79 59 3 07 43 30 1 57 1921 02 229 34 79 00 00 5 16 0 01 19 39 1 32 9082 64 1157 25 132 00 00 18 69 0 00 41 49 0 00 23453 53 1167 84. 28 00 00 38 94 11 11 153 65 18 37 2074 67 247 71 80 00 00 2 29 0 00 13 82 0 02 9096 46 1157 27 133 00 00 52 24 0 00 131 36 0 00 23584 89 1167 84. 29 00 00 0 00 20 54 72 25 58 46 2146 93 306 17 81 00 00 7 46 0 00 18 06 0 00 9114 52 1157 27 134 00 00 116 38 0 00 312 67 0 00 23897 55 1167 84. 30 00 00 0 00 60 79 0 00 150 58 2146 93 456 74 82 00 00 12 03 0 00 36 10 0 00 9150 62 1157 27 135 00 00 23 78 0 00 259 61 0 00 24157 17 1167 84. 31 00 00 0 00 35 94 0 00 179 14 2146 93 635 88 83 00 00 11 81 0 00 44 16 0 00 9194 78 1157 27 136 00 00 3 56 0 00 50 63 0 00 24207 80 1167 84. 32 00 00 9 59 7 47 17 75 80 40 2164 68 716 28 84 00 00 9 43 0 00 39 34 0 00 9234 12 1157 27 137 00 00 10 16 0 00 25 38 0 00 24233 18 1167 84. 32 45 00 52 39 0 38 51 65 6 54 2216 33 722 83 85 00 00 1 78 0 06 20 75 0 11 9254 88 1157 38 138 00 00 7 65 0 00 32 98 0 00 24266 16 1167 84. Seagate 4004ED Public PROJECTS ENG 1311 09 DESIGN ENGINEERING 100 NM 124 CENTER 02 DTLS 1311 NM124 DTL 01 dwg November 30 2014 10 14pm. 32 60 00 49 38 0 00 28 27 0 11 2244 60 722 93 86 00 00 16 24 0 00 33 37 0 11 9288 25 1157 50 139 00 00 4 93 0 00 23 31 0 00 24289 46 1167 84. 33 00 00 34 74 0 00 62 31 0 00 2306 91 722 93 87 00 00 24 63 0 00 75 70 0 00 9363 95 1157 50 140 00 00 2 54 0 00 13 83 0 00 24303 30 1167 84. 34 00 00 29 23 0 89 118 47 1 64 2425 38 724 57 88 00 00 16 72 0 00 76 57 0 00 9440 52 1157 50 141 00 00 5 55 0 00 14 97 0 00 24318 27 1167 84. 35 00 00 31 18 2 75 111 87 6 73 2537 25 731 30 89 00 00 14 43 0 00 57 67 0 00 9498 19 1157 50 142 00 00 7 98 0 04 25 04 0 07 24343 30 1167 91. 36 00 00 32 28 1 83 117 52 8 48 2654 77 739 78 90 00 00 16 42 0 00 57 12 0 00 9555 31 1157 50 143 00 00 9 08 0 00 31 58 0 07 24374 88 1167 98. 37 00 00 35 71 0 00 125 91 3 39 2780 68 743 17 91 00 00 31 22 0 00 88 22 0 00 9643 53 1157 50 144 00 00 16 49 0 00 47 36 0 00 24422 24 1167 98 C. 38 00 00 52 01 0 00 162 44 0 00 2943 12 743 17 92 00 00 25 68 0 56 105 37 1 03 9748 89 1158 53 145 00 00 12 26 0 00 53 23 0 00 24475 47 1167 98. 39 00 00 53 89 0 00 196 10 0 00 3139 22 743 17 93 00 00 28 02 0 00 99 44 1 03 9848 33 1159 56 146 00 00 2 15 2 75 26 68 5 08 24502 15 1173 07. 39 65 00 40 71 0 01 113 86 0 01 3253 08 743 18 94 00 00 1 20 0 66 54 11 1 22 9902 44 1160 79 147 00 00 0 08 8 62 4 14 21 04 24506 29 1194 11. 40 00 00 57 81 0 00 63 85 0 00 3316 93 743 19 95 00 00 2 84 1 06 7 60 3 12 9910 05 1163 91 148 00 00 11 60 0 02 21 59 16 06 24527 89 1210 16. 41 00 00 35 26 0 37 172 34 0 69 3489 28 743 88 96 00 00 9 87 0 00 23 38 2 01 9933 43 1165 92 149 00 00 1 46 4 16 24 15 7 76 24552 03 1217 92. 42 00 00 54 19 0 12 165 27 0 91 3654 54 744 79 97 00 00 20 29 0 00 55 85 0 00 9989 28 1165 92 150 00 00 11 20 0 64 23 70 8 77 24575 74 1226 69. 43 00 00 91 38 0 00 270 17 0 21 3924 71 745 01 98 00 00 24 93 0 00 83 75 0 00 10073 03 1165 92 151 00 00 17 12 0 00 52 78 1 17 24628 52 1227 86. 44 00 00 95 34 0 00 347 58 0 00 4272 29 745 01 99 00 00 42 84 0 00 125 50 0 00 10198 53 1165 92 152 00 00 16 88 0 00 63 04 0 00 24691 55 1227 86. 45 00 00 82 23 0 00 328 83 0 00 4601 12 745 01 100 00 00 59 37 0 00 189 27 0 00 10387 80 1165 92 153 00 00 25 85 0 02 79 16 0 03 24770 71 1227 89. 46 00 00 69 96 0 00 281 84 0 00 4882 96 745 01 101 00 00 79 19 0 00 256 60 0 00 10644 40 1165 92 153 50 00 7 10 7 58 30 93 6 83 24801 64 1234 72. 47 00 00 60 68 0 00 242 34 0 00 5125 30 745 01 102 00 00 92 87 0 00 318 64 0 00 10963 04 1165 92. 47 70 00 44 32 1 55 137 31 1 99 5262 60 747 00 103 00 00 82 86 0 00 325 42 0 00 11288 46 1165 92. 49 00 00 38 85 0 00 200 21 3 74 5462 81 750 73 104 00 00 104 22 0 00 346 44 0 00 11634 91 1165 92. REUSE OF DOCUMENTS, 50 00 00 39 22 2 74 144 90 5 05 5607 71 755 78 105 00 00 144 74 0 00 461 05 0 00 12095 95 1165 92. 51 00 00 32 10 0 48 132 07 5 97 5739 78 761 75 106 00 00 174 26 0 00 590 74 0 00 12686 69 1165 92. 52 00 00 45 50 0 00 143 48 0 90 5883 27 762 65 107 00 00 171 14 0 00 639 63 0 00 13326 33 1165 92 D. 53 00 00 51 18 0 00 179 03 0 00 6062 30 762 65 108 00 00 151 90 0 00 598 22 0 00 13924 55 1165 92. 54 00 00 50 63 0 00 188 53 0 00 6250 83 762 65 109 00 00 125 19 0 00 513 13 0 00 14437 67 1165 92. 55 00 00 53 65 0 98 193 12 1 81 6443 94 764 46 110 00 00 89 34 0 00 397 28 0 00 14834 95 1165 92. 56 00 00 48 76 3 41 189 65 8 12 6633 59 772 58 111 00 00 90 12 0 00 332 34 0 00 15167 29 1165 92. 57 00 00 42 83 2 71 169 60 11 33 6803 19 783 90 112 00 00 117 42 0 01 384 35 0 02 15551 63 1165 94. DESIGNED RJF SHEET 6 of 31, Abeyta Engineering Inc BIKE PEDESTRIAN ROUTE DESIGN. DRAWN OR CONSTRUCTION DWG 2 2, WESTON SOLUTIONS INC FIERRO COMPANY LLC 209D Camino de la Merced DEPARTMENT OF PUBLIC WORKS.
CHECKED ABH DOCUMENTS 3840 COMMONS AVE 2929 COORS BLVD SUITE 307 B Taos NM 87571. 575 737 0377,ENGINEERING OFFICE,NM 124 ENCINAL RD TO NM 279 DATE NOV 2014. ALBUQUERQUE NM 87109 ALBUQUERQUE NM 87120 P O BOX 194. 505 837 6520 505 503 9546 LAGUNA NM 87026,APPROVED RJF. NO DATE BY REVISION 505 552 1200 EARTHWORK TABLES PROJ 15196 001 001. 1 2 3 4 5 6,PI STA 127 61 96,N 1473170 23,E 2852068 03 PI STA 128 57 07. c PUEBLO OF LAGUNA,CIRCULAR N 1473188 58,E 2852161 79. R 90 00 CIRCULAR,R 30 00 PT 152 01 64, THE PUEBLO OF LAGUNA AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE PUEBLO OF LAGUNA.
N 1473356 41,E 2854473 90,PI STA 124 07 00 PI STA 127 22 65 PC 152 96 80. N 1473159 19 N 1473177 80 PI STA 128 88 14 N 1473326 19. B O P STA 10 00 00 E 2852028 49 PI 147 93 87 E 2854564 14. N 1473838 12,E 2851775 34 N 1473219 68,CIRCULAR N 1473333 48. E 2840714 80 CIRCULAR E 2852174 75,E 2 4737 02 3,E 2854074 90. R 25 00 R 90 00,E 2 4735 25 18,L 31 37 R 30 00,PI 150 47 49. N 1473382 22,E 2854322 55,N 14 4111 2,E 2853474 43.
N 1473247 82,PI 141 87 23,N 14 53 74 5,E 28 73316 4. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF. E 2 4732 10 60,PT 113 67 01,E 2850740 76,N 1473058 32. E O P STA 153 81 59,E 2 4730 35 85,PC 10 05 17,0 N 1473314 25. N 1473833 49,E 2 72956 50,135 00 E 2854647 47,E 2840712 51. N 1472526 11,N 14725 13,E 2845316 38,E 2 4734 8 05.
E 28437 34,PT 58 94 67,N 1472500 91,E 2844166 11,PT 47 43 07. N 1472493 31,PC 49 79 60,N 14 4170 4,E 2844402 52,PC 73360 8. 00 85 00 B,40 0 70 00 PI 153 55 23,N 1473320 70,E 2850902 99. N 1473064 00,E 2 4730 0 23,PC 115 29 34,E 2854621 96. 50 00 55 00,SEE DETAIL A,THIS SHEET PI 153 16 36,N 1473321 83.
PCC 28 64 12 E 2854583 17,N 1472986 69 PI STA 125 31 98. PI STA 126 26 05,PC 147 56 26,E 2842357 48 N 1473098 78. PC 141 19 95,N 1473148 33 N 1473326 72,E 2851855 74 N 1473244 99. E 2854037 92,E 2851935 70,E 2853407 22,N 14725 00,PC 59 27 13. N 1472528 09 R 600 00,E 2845348 78 L 39 09 L 148 30.
SURVEY CONTROL TABLE, Seagate 4004ED Public PROJECTS ENG 1311 09 DESIGN ENGINEERING 100 NM 124 CENTER 03 P P 1311 NM124 PNP0 dwg November 30 2014 10 15pm. PC 128 41 02,N 1473185 50,E 2852146 04,E 2852623 27. N 1473260 38,PC 133 35 22,N 1473171 90,E 2852068 03. PI 127 61 75,PI 47314 7 63,125 00 PI 131 12 27,N 1473245 04. N 1473261 51,PI 133 72 17,E 2852660 19,PI 124 04 56 E 2852400 85.
N 1473154 09,E 2851772 42,PI 1473 855,PC 124 68 89. N 1473098 30 SURVEY NOTES,N 14 4 90 66,PI 128 86 45. E 28 3084 52,E 2851802 75 PC 135 92 18,N 1473215 85. N 1473245 22,E 2852177 64, E 2852879 57 1 UNITS FOR COORDINATES AND ELEVATION ARE UNITED. PI 128 55 76 STATES SURVEY FOOT,N 1473191 70,REUSE OF DOCUMENTS.
E 2852159 25, 2 CONTROL MONUMENTATION WAS VERIFIED AND SET FOR THIS PROJECT COMPLETED IN MAY 2013. PI 127 22 17,N 1473174 96, 3 BASIS OF BEARING SHOWN IS NEW MEXICO STATE PLANE WEST ZONE NORTHING EASTING S ARE. E 2852028 66, MODIFIED SURFACE COORDINATES PROJECT COMBINATION FACTOR GRID TO GROUND IS D. 1 0002802078, 4 VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD88. 5 STATIONING AT BASELINE, 1 6 ANY OTHER INFORMATION REGARDING SURVEY CONTROL MAY BE REQUESTED DURING.
CONSTRUCTION, 7 IF TRAIL ALIGNMENT DATA IS NOT SHOWN ON THIS SHEET REFER TO PLAN AND PROFILE SHEETS. DESIGNED RJF SHEET 7 of 31, Abeyta Engineering Inc BIKE PEDESTRIAN ROUTE DESIGN. DRAWN OR CONSTRUCTION DWG 3 0, WESTON SOLUTIONS INC FIERRO COMPANY LLC 209D Camino de la Merced DEPARTMENT OF PUBLIC WORKS. CHECKED ABH LDL DOCUMENTS 3840 COMMONS AVE 2929 COORS BLVD SUITE 101 B Taos NM 87571. 575 737 0377,ENGINEERING OFFICE,NM 124 ENCINAL RD TO NM 279 DATE NOV 2014. ALBUQUERQUE NM 87109 ALBUQUERQUE NM 87120 P O BOX 194. 505 837 6520 505 503 9546 LAGUNA NM 87026,APPROVED RJF.
NO DATE BY REVISION 505 552 1200 SURVEY CONTROL PLAN PROJ 15196 001 001. 1 2 3 4 5 6,4 4 KEYED NOTES, 1 TRANSITION TRAIL CROSS SLOPE BETWEEN TYPICAL SECTIONS. STRIPE CROSSWALK,STRIPE CROSSWALK,2 CONSTRUCT MODIFIED TYPE I DROP INLET PER NMDOT. STD DWG 623 02 1 1 AND 623 04 1 1,3 INSTALL 24 DIA PIPE. 4 REMOVE AND DISPOSE OF EXISTING CONCRETE SLOPE APRON. ENCINAL RD,CUT PIPE END SQUARE, 5 EXISTING CULVERT CROSSING TO BE THOROUGHLY CLEANED OF A. PT 12 02 31,PC 18 28 05,PI 17 25 18,PRC 19 49 28, ALL DIRT AND DEBRIS CULVERT REMAINS IN SERVICE COST.
INCIDENTAL,c PUEBLO OF LAGUNA,6 CONSTRUCT 1 6 S x 3 H CBC EXTENSION PER NMDOT. STD DWG 511 66 3 6,7 INSTALL 18 DIA PIPE, THE PUEBLO OF LAGUNA AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE PUEBLO OF LAGUNA. B O P STA 10 00 00, N 1473838 12 12 8 CONSTRUCT CONNECTOR FOR CULVERTS PER NMDOT. MATCHLINE SEE SHEET 10,E 2840714 80 STD DWG 515 01 2 2. 5 925 5920 9 REMOVE AND DISPOSE OF EXISTING METAL END SECTION CUT. 10 00 PIPE AND END SQUARE,PC 10 05 17,10 CONSTRUCT MULTIPLE ARCHED METAL PIPE CONCRETE.
BLANKET PER NMDOT STD DWG 511 32 1 2, 5917 11 CONSTRUCT CBC WINGWALL AND OUTLET APRON PER NMDOT. 3 59 5918 STD DWG 511 67 2 2, THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF. MILE MARKER 0 00, PI STA 20 79 96 5917 12 SOLAR POWERED LED STREET LIGHT AND CROSSING BEACON. STA 10 30 1 PI STA 18 88 68,N 1473336 40,OFF 9 RT BUILD 5 X20 CLASS A. N 1473430 49 E 2841655 67 13 REMOVE FENCE DURING GRADING OF EMBANKMENT REPLACE. E 2841489 09 RIPRAP AT OUTLET WITH EQUAL OR BETTER AFTER FINISH GRADE NEW FENCE TO. PRC 10 29 81, PI STA 11 16 12 CIRCULAR PER NMDOT 602 01 02 BE BUILT ON R O W BOUNDARY IF NECESSARY CONTRACTOR TO.
N 1473780 30 R 6000 00 INSTALL TEMPORARY FENCE TO PREVENT STOCK ANIMALS FROM. E 2840800 16 R 2000 00 L 261 33 ENTERING R O W,CIRCULAR L 121 23. 5920 14 CONSTRUCT JUNCTION BOX PER NMDOT STD DWG 623 01 1 2 B. R 2000 00 INSTALL NEW CULVERT, L 172 50 18 of 18 CMP WITH END SECTION 15 CONSTRUCT MULTIPLE METAL PIPE CONCRETE BLANKET PER. START STA 22 16 30 OFFSET 7 75 L NMDOT 511 12 1 2,N 1473281 47. E 2841780 74,INV 5915 70,END STA 22 16 30 OFFSET 10 25 R. N 1473265 42,E 2841772 58,INV 5915 60,CONSTRUCTION NOTES.
A ALL CMP END SECTIONS INSTALLED PER NMDOT,STD DWG 570 02 1 2 UNLESS OTHERWISE NOTED. 2 1 B GRADE CULVERT INLETS TO THE GENERAL SHAPE SHOWN. Seagate 4004ED Public PROJECTS ENG 1311 09 DESIGN ENGINEERING 100 NM 124 CENTER 03 P P 1311 NM124 PNP1 dwg November 30 2014 10 15pm. SLOPES SHALL BE NO STEEPER THAN 2 5H 1V, C SEE SHEETS 7 1 TO 7 3 FOR SIGN DETAILS AND LOCATIONS. 5950 PVI STA 13 75 00 PVI STA 15 75 00 5950, PVI ELEV 5924 00 PVI ELEV 5920 70 D ALL CONSTRUCTION ACTIVITIES AND WORKERS SHALL STAY. K 150 06 K 78 28 WITHIN ESTABLISHED R O W AT ALL TIMES OBTAIN R O W. 5945 LVC 200 00 LVC 50 00 5945 MAPS FROM ENGINEER,GRADE BREAK 16 83 41. GRADE BREAK 16 49 65,GRADE BREAK 10 00 00,BVCE 5921 11.
BVCE 5924 32,EVCE 5922 35,EVCE 5920 45,BVCS 12 75 00. EVCS 14 75 00,BVCS 15 50 00,EVCS 16 00 00,ELEV 5925 19 C. ELEV 5919 95,ELEV 5920 06,5925 5925 HORIZONTAL,1 01 0 34 0 10 20. 5920 0 30 5920,MATCH EXISTING ASPHALT,MATCH EXISTING ASPHALT. REUSE OF DOCUMENTS, 11 00 12 00 13 00 14 00 15 00 16 00 17 00 18 00 19 00 20 00.
DESIGNED RJF SHEET 8 of 31, Abeyta Engineering Inc BIKE PEDESTRIAN ROUTE DESIGN. DRAWN OR CONSTRUCTION DWG 3 1, WESTON SOLUTIONS INC FIERRO COMPANY LLC 209D Camino de la Merced DEPARTMENT OF PUBLIC WORKS. CHECKED ABH DOCUMENTS 3840 COMMONS AVE 2929 COORS BLVD SUITE 307 B Taos NM 87571 ENGINEERING OFFICE. NM 124 ENCINAL RD TO NM 279 DATE NOV 2014, ALBUQUERQUE NM 87109 ALBUQUERQUE NM 87120 575 737 0377 P O BOX 194. 505 837 6520 505 503 9546 LAGUNA NM 87026,APPROVED RJF. NO DATE BY REVISION 505 552 1200 PLAN PROFILE SHEET PROJ 15196 001 001. 1 2 3 4 5 6,KEYED NOTES, 1 TRANSITION TRAIL CROSS SLOPE BETWEEN TYPICAL SECTIONS.
PI STA 35 35 97 2 CONSTRUCT MODIFIED TYPE I DROP INLET PER NMDOT. N 1472735 12 STD DWG 623 02 1 1 AND 623 04 1 1,E 2842980 43. CIRCULAR 3 INSTALL 24 DIA PIPE, R 7200 00 4 REMOVE AND DISPOSE OF EXISTING CONCRETE SLOPE APRON. L 1184 27 CUT PIPE END SQUARE,PRC 19 49 28, 5 EXISTING CULVERT CROSSING TO BE THOROUGHLY CLEANED OF A. ALL DIRT AND DEBRIS CULVERT REMAINS IN SERVICE COST. PT 22 10 60,INCIDENTAL,2 TOG 18 00,PCC 29 42 50,PCC 28 64 12. PC 26 35 85,c PUEBLO OF LAGUNA,6 CONSTRUCT 1 6 S x 3 H CBC EXTENSION PER NMDOT.
STD DWG 511 66 3 6,7 INSTALL 18 DIA PIPE, THE PUEBLO OF LAGUNA AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE PUEBLO OF LAGUNA. 5 8 CONSTRUCT CONNECTOR FOR CULVERTS PER NMDOT,MATCHLINE SEE SHEET 9. EE SHEET 11,STD DWG 515 01 2 2, NM 124 9 REMOVE AND DISPOSE OF EXISTING METAL END SECTION CUT. PIPE AND END SQUARE,MATCHLINE S,10 CONSTRUCT MULTIPLE ARCHED METAL PIPE CONCRETE. 5950 BLANKET PER NMDOT STD DWG 511 32 1 2,5917 5917 X X X.
5917 X X X X X X X X X X X X X X X X, 45 11 CONSTRUCT CBC WINGWALL AND OUTLET APRON PER NMDOT. X X X X ROW,X X X 59 STD DWG 511 67 2 2, THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF. 5916 59 30 594, 59 59 594 12 SOLAR POWERED LED STREET LIGHT AND CROSSING BEACON. BEGIN 20 0,BUILD 5 X20 CLASS A 13 MILE MARKER 0 25 35. RIPRAP AT OUTLET STA 23 50 PI STA 27 82 18 13 REMOVE FENCE DURING GRADING OF EMBANKMENT REPLACE. PI STA 26 68 04,PER NMDOT 602 01 02 OFF 9 RT N 1473020 16.
PI STA 29 03 31 13 END WITH EQUAL OR BETTER AFTER FINISH GRADE NEW FENCE TO. N 1473069 72 E 2842282 68 BE BUILT ON R O W BOUNDARY IF NECESSARY CONTRACTOR TO. N 1472970 69,PCC 27 00 23, E 2842179 86 CIRCULAR INSTALL TEMPORARY FENCE TO PREVENT STOCK ANIMALS FROM. CIRCULAR E 2842393 25,CIRCULAR ENTERING R O W, R 3000 00 L 163 89 14 CONSTRUCT JUNCTION BOX PER NMDOT STD DWG 623 01 1 2 B. INSTALL NEW CULVERT EXTEND EXISTING CBC L 64 38 R 2000 00. 18 of 18 CMP WITH END SECTION 38 OF 6 S x 3 H CBC L 78 38. START STA 22 16 30 OFFSET 7 75 L START STA 23 40 42 OFFSET 18 28 L 15 CONSTRUCT MULTIPLE METAL PIPE CONCRETE BLANKET PER. N 1473281 47 N 1473234 58 NMDOT 511 12 1 2,E 2841780 74 E 2841896 14. INV 5915 70 INV 5916 92, END STA 22 16 30 OFFSET 10 25 R END STA 23 71 51 OFFSET 12 85 R. N 1473265 42 N 1473192 73,E 2841772 58 E 2841909 73.
INV 5915 60 INV 5916 70,CONSTRUCTION NOTES,A ALL CMP END SECTIONS INSTALLED PER NMDOT. 1 1 STD DWG 570 02 1 2 UNLESS OTHERWISE NOTED, 2 1 2 1 2 1 B GRADE CULVERT INLETS TO THE GENERAL SHAPE SHOWN. Seagate 4004ED Public PROJECTS ENG 1311 09 DESIGN ENGINEERING 100 NM 124 CENTER 03 P P 1311 NM124 PNP1 dwg November 30 2014 10 16pm. SLOPES SHALL BE NO STEEPER THAN 2 5H 1V, 5965 5965 C SEE SHEETS 7 1 TO 7 3 FOR SIGN DETAILS AND LOCATIONS. PVI STA 22 60 00 PVI STA 29 25 00 PVI STA 33 00 00. PVI ELEV 5918 33 PVI ELEV 5948 00 PVI ELEV 5954 00 D ALL CONSTRUCTION ACTIVITIES AND WORKERS SHALL STAY. K 21 00 K 69 89 K 53 47 5960 WITHIN ESTABLISHED R O W AT ALL TIMES OBTAIN R O W. LVC 100 00 LVC 200 00 LVC 250 00 MAPS FROM ENGINEER. BVCE 5918 48,EVCE 5920 56,BVCE 5943 54,EVCE 5949 60. BVCS 22 10 00,EVCS 23 10 00,BVCS 28 25 00,EVCS 30 25 00.
BVCE 5952 00,BVCS 31 75 00,5955 5955 C,HORIZONTAL,5935 5935 0 10 20. 5930 5930 VERTICAL,REUSE OF DOCUMENTS,6 S x 3 H CBC. 22 00 23 00 24 00 25 00 26 00 27 00 28 00 29 00 30 00 31 00. DESIGNED RJF SHEET 9 of 31, Abeyta Engineering Inc BIKE PEDESTRIAN ROUTE DESIGN. DRAWN OR CONSTRUCTION DWG 3 2, WESTON SOLUTIONS INC FIERRO COMPANY LLC 209D Camino de la Merced DEPARTMENT OF PUBLIC WORKS. CHECKED ABH DOCUMENTS 3840 COMMONS AVE 2929 COORS BLVD SUITE 307 B Taos NM 87571 ENGINEERING OFFICE. NM 124 ENCINAL RD TO NM 279 DATE NOV 2014, ALBUQUERQUE NM 87109 ALBUQUERQUE NM 87120 575 737 0377 P O BOX 194.
505 837 6520 505 503 9546 LAGUNA NM 87026,APPROVED RJF PROJ 15196 001 001. NO DATE BY REVISION 505 552 1200,1 2 3 4 5 6,KEYED NOTES. 1 TRANSITION TRAIL CROSS SLOPE BETWEEN TYPICAL SECTIONS. PI STA 43 07 51 2 CONSTRUCT MODIFIED TYPE I DROP INLET PER NMDOT. PI STA 41 90 27 N 1472561 18 STD DWG 623 02 1 1 AND 623 04 1 1. N 1472593 65 E 2843734 69, PI STA 35 35 97 E 2843621 99 CIRCULAR 3 INSTALL 24 DIA PIPE. N 1472735 12 CIRCULAR, E 2842980 43 R 800 00 4 REMOVE AND DISPOSE OF EXISTING CONCRETE SLOPE APRON. CIRCULAR R 2000 00 L 107 40 CUT PIPE END SQUARE,PRC 42 53 72.
R 7200 00 5 EXISTING CULVERT CROSSING TO BE THOROUGHLY CLEANED OF A. PRC 41 26 77, L 1184 27 ALL DIRT AND DEBRIS CULVERT REMAINS IN SERVICE COST. INCIDENTAL,c PUEBLO OF LAGUNA,5 6 CONSTRUCT 1 6 S x 3 H CBC EXTENSION PER NMDOT. STD DWG 511 66 3 6,7 INSTALL 18 DIA PIPE, THE PUEBLO OF LAGUNA AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE PUEBLO OF LAGUNA. 5 8 CONSTRUCT CONNECTOR FOR CULVERTS PER NMDOT,EE SHEET 10. 59 STD DWG 515 01 2 2, NM 124 593 9 REMOVE AND DISPOSE OF EXISTING METAL END SECTION CUT.
X X PIPE AND END SQUARE,MATCHLINE SEE SH,MATCHLINE S. X X 10 CONSTRUCT MULTIPLE ARCHED METAL PIPE CONCRETE. 5950 X X BLANKET PER NMDOT STD DWG 511 32 1 2, 59 11 CONSTRUCT CBC WINGWALL AND OUTLET APRON PER NMDOT. STD DWG 511 67 2 2, THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF. 5940 732 LF, 13 12 SOLAR POWERED LED STREET LIGHT AND CROSSING BEACON. 5 30 13 REMOVE FENCE DURING GRADING OF EMBANKMENT REPLACE. 593 59 EXTEND EXISTING CULVERT, WITH EQUAL OR BETTER AFTER FINISH GRADE NEW FENCE TO.
20 of 24 CMP WITH END SECTION, EXTEND EXISTING CULVERT BE BUILT ON R O W BOUNDARY IF NECESSARY CONTRACTOR TO. START STA 40 22 65 OFFSET 3 48 L, 16 of 24 CMP WITH END SECTION INSTALL TEMPORARY FENCE TO PREVENT STOCK ANIMALS FROM. N 1472633 87,START STA 32 56 38 OFFSET 0 67 L ENTERING R O W. E 2843459 27,N 1472846 24 INV 5927 64, E 2842723 62 14 CONSTRUCT JUNCTION BOX PER NMDOT STD DWG 623 01 1 2 B. END STA 40 22 95 OFFSET 16 52 R,INV 5948 09 N 1472614 33.
END STA 32 56 03 OFFSET 15 33 R 15 CONSTRUCT MULTIPLE METAL PIPE CONCRETE BLANKET PER. E 2843454 97,N 1472831 27 NMDOT 511 12 1 2,INV 5927 54. E 2842717 98,INV 5947 69,CONSTRUCTION NOTES,A ALL CMP END SECTIONS INSTALLED PER NMDOT. 1 1 STD DWG 570 02 1 2 UNLESS OTHERWISE NOTED,B GRADE CULVERT INLETS TO THE GENERAL SHAPE SHOWN. 2 1 2 1 2 1, Seagate 4004ED Public PROJECTS ENG 1311 09 DESIGN ENGINEERING 100 NM 124 CENTER 03 P P 1311 NM124 PNP1 dwg November 30 2014 10 16pm. SLOPES SHALL BE NO STEEPER THAN 2 5H 1V, C SEE SHEETS 7 1 TO 7 3 FOR SIGN DETAILS AND LOCATIONS.
PVI STA 33 00 00 PVI STA 40 25 00 PVI STA 42 00 00. 5965 PVI ELEV 5954 00 PVI ELEV 5931 70 PVI ELEV 5928 50 5965 D ALL CONSTRUCTION ACTIVITIES AND WORKERS SHALL STAY. K 53 47 K 80 17 K 175 00 WITHIN ESTABLISHED R O W AT ALL TIMES OBTAIN R O W. LVC 250 00 LVC 100 00 LVC 100 00 MAPS FROM ENGINEER. BVCE 5929 41,EVCE 5950 16,BVCE 5933 24,EVCE 5930 79. EVCE 5927 30,EVCS 34 25 00,BVCS 39 75 00,EVCS 40 75 00. BVCS 41 50 00,EVCS 42 50 00,5945 5945 0 50 100,5940 5940 HORIZONTAL. REUSE OF DOCUMENTS, 33 00 34 00 35 00 36 00 37 00 38 00 39 00 40 00 41 00 42 00. DESIGNED RJF SHEET 10 of 31, Abeyta Engineering Inc BIKE PEDESTRIAN ROUTE DESIGN.
DRAWN OR CONSTRUCTION DWG 3 3, WESTON SOLUTIONS INC FIERRO COMPANY LLC 209D Camino de la Merced DEPARTMENT OF PUBLIC WORKS. CHECKED ABH DOCUMENTS 3840 COMMONS AVE 2929 COORS BLVD SUITE 307 B Taos NM 87571 ENGINEERING OFFICE. NM 124 ENCINAL RD TO NM 279 DATE NOV 2014, ALBUQUERQUE NM 87109 ALBUQUERQUE NM 87120 575 737 0377 P O BOX 194. 505 837 6520 505 503 9546 LAGUNA NM 87026,APPROVED RJF PROJ 15196 001 001. NO DATE BY REVISION 505 552 1200,1 2 3 4 5 6,PI STA 41 90 27. N 1472593 65 KEYED NOTES,E 2843621 99, CIRCULAR 1 TRANSITION TRAIL CROSS SLOPE BETWEEN TYPICAL SECTIONS.
PI STA 43 07 51, R 2000 00 N 1472561 18 2 CONSTRUCT MODIFIED TYPE I DROP INLET PER NMDOT. L 126 96 E 2843734 69 PI STA 47 14 57 STD DWG 623 02 1 1 AND 623 04 1 1. CIRCULAR N 1472501 83,E 2844137 56 3 INSTALL 24 DIA PIPE. R 800 00 CIRCULAR, L 107 40 4 REMOVE AND DISPOSE OF EXISTING CONCRETE SLOPE APRON. R 500 00 CUT PIPE END SQUARE,PT 43 61 13,PRC 51 27 03. TOG 17 00 2, INV 13 50 5 EXISTING CULVERT CROSSING TO BE THOROUGHLY CLEANED OF A.
PC 49 79 60, ALL DIRT AND DEBRIS CULVERT REMAINS IN SERVICE COST. PC 46 86 00,PT 47 43 07,INCIDENTAL,c PUEBLO OF LAGUNA. 6 CONSTRUCT 1 6 S x 3 H CBC EXTENSION PER NMDOT,STD DWG 511 66 3 6. 7 INSTALL 18 DIA PIPE,SEE SHEET 13, THE PUEBLO OF LAGUNA AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE PUEBLO OF LAGUNA. 8 4 8 CONSTRUCT CONNECTOR FOR CULVERTS PER NMDOT,STD DWG 515 01 2 2.
X 9 REMOVE AND DISPOSE OF EXISTING METAL END SECTION CUT. X X X X PIPE AND END SQUARE, 20 X X X X X X 10 CONSTRUCT MULTIPLE ARCHED METAL PIPE CONCRETE. X X X X X BLANKET PER NMDOT STD DWG 511 32 1 2,X X X X X X X X X ROW. X 11 CONSTRUCT CBC WINGWALL AND OUTLET APRON PER NMDOT. 591 59 0 STD DWG 511 67 2 2, THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF. EXTEND EXISTING CULVERT 13 12 SOLAR POWERED LED STREET LIGHT AND CROSSING BEACON. 24 of 30 CMP, START STA 46 25 19 OFFSET 5 94 L EXTEND EXISTING CULVERT 13 REMOVE FENCE DURING GRADING OF EMBANKMENT REPLACE. N 1472520 73 26 of 24 CMP WITH END SECTION WITH EQUAL OR BETTER AFTER FINISH GRADE NEW FENCE TO. E 2844050 00 START STA 46 71 45 OFFSET 7 75 L, BE BUILT ON R O W BOUNDARY IF NECESSARY CONTRACTOR TO.
INV 5913 80 N 1472515 78 INSTALL TEMPORARY FENCE TO PREVENT STOCK ANIMALS FROM. END STA 46 26 13 OFFSET 18 04 R E 2844096 04 MILE MARKER 0 75 ENTERING R O W. N 1472496 86 INV 5913 50 STA 49 90, E 2844047 44 END STA 46 72 47 OFFSET 18 23 R OFF 9 RT 14 CONSTRUCT JUNCTION BOX PER NMDOT STD DWG 623 01 1 2 B. N 1472489 93 PI STA 50 08 59,INV 5913 44,E 2844093 26 N 1472492 38. E 2844431 50 15 CONSTRUCT MULTIPLE METAL PIPE CONCRETE BLANKET PER. SANTA FE RD,STRIPE CROSSWALK, EXTEND EXISTING CULVERT INV 5913 20 NMDOT 511 12 1 2. 24 of 30 CMP CIRCULAR,START STA 46 28 43 OFFSET 6 25 L. N 1472520 57 R 500 00,E 2844053 26 L 57 91,INV 5913 75.
END STA 46 29 15 OFFSET 17 74 R,N 1472496 73,E 2844050 48. INV 5913 39 4,CONSTRUCTION NOTES,A ALL CMP END SECTIONS INSTALLED PER NMDOT. 1 STD DWG 570 02 1 2 UNLESS OTHERWISE NOTED, 2 1 B GRADE CULVERT INLETS TO THE GENERAL SHAPE SHOWN. Seagate 4004ED Public PROJECTS ENG 1311 09 DESIGN ENGINEERING 100 NM 124 CENTER 03 P P 1311 NM124 PNP1 dwg November 30 2014 10 16pm. SLOPES SHALL BE NO STEEPER THAN 2 5H 1V, C SEE SHEETS 7 1 TO 7 3 FOR SIGN DETAILS AND LOCATIONS. PVI STA 46 25 00 PVI STA 49 75 00, 5945 PVI ELEV 5918 30 PVI ELEV 5913 90 5945 D ALL CONSTRUCTION ACTIVITIES AND WORKERS SHALL STAY.
K 99 83 K 77 83 WITHIN ESTABLISHED R O W AT ALL TIMES OBTAIN R O W. LVC 100 00 LVC 100 00 MAPS FROM ENGINEER,GRADE BREAK 48 51 25. GRADE BREAK 47 98 17,BVCE 5914 71,BVCE 5919 50,EVCE 5917 60. EVCE 5913 74,BVCS 45 75 00,EVCS 46 75 00,BVCS 49 25 00. EVCS 50 25 00,ELEV 5915 88,ELEV 5915 90,5925 2 40 5925 0 50 100. HORIZONTAL,1 40 0 10 20,5910 30 CMP 24 CMP MATCH EXISTING ASPHALT 5910.
5905 5905 KEY MAP,REUSE OF DOCUMENTS,5890 5890 D, 44 00 45 00 46 00 47 00 48 00 49 00 50 00 51 00 52 00 53 00. DESIGNED RJF SHEET 11 of 31, Abeyta Engineering Inc BIKE PEDESTRIAN ROUTE DESIGN. DRAWN OR CONSTRUCTION DWG 3 4, WESTON SOLUTIONS INC FIERRO COMPANY LLC 209D Camino de la Merced DEPARTMENT OF PUBLIC WORKS. CHECKED ABH DOCUMENTS 3840 COMMONS AVE 2929 COORS BLVD SUITE 307 B Taos NM 87571 ENGINEERING OFFICE. NM 124 ENCINAL RD TO NM 279 DATE NOV 2014, ALBUQUERQUE NM 87109 ALBUQUERQUE NM 87120 575 737 0377 P O BOX 194. 505 837 6520 505 503 9546 LAGUNA NM 87026,APPROVED RJF PROJ 15196 001 001.
NO DATE BY REVISION 505 552 1200,1 2 3 4 5 6,KEYED NOTES. 1 TRANSITION TRAIL CROSS SLOPE BETWEEN TYPICAL SECTIONS. 2 CONSTRUCT MODIFIED TYPE I DROP INLET PER NMDOT,STD DWG 623 02 1 1 AND 623 04 1 1. 3 INSTALL 24 DIA PIPE, 4 REMOVE AND DISPOSE OF EXISTING CONCRETE SLOPE APRON. CUT PIPE END SQUARE, 5 EXISTING CULVERT CROSSING TO BE THOROUGHLY CLEANED OF A. ALL DIRT AND DEBRIS CULVERT REMAINS IN SERVICE COST. PRC 58 63 76,59 00 PT 58 94 67,PT 59 58 54,PC 59 27 13.
INCIDENTAL,c PUEBLO OF LAGUNA,6 CONSTRUCT 1 6 S x 3 H CBC EXTENSION PER NMDOT. STD DWG 511 66 3 6,7 INSTALL 18 DIA PIPE, THE PUEBLO OF LAGUNA AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE PUEBLO OF LAGUNA. 4 14 2 TOG 9 30 8 CONSTRUCT CONNECTOR FOR CULVERTS PER NMDOT. INV 6 30 STD DWG 515 01 2 2,MATCHLINE SEE SHEET 14. 5912 NM 124 9 REMOVE AND DISPOSE OF EXISTING METAL END SECTION CUT. 1 PIPE AND END SQUARE,10 CONSTRUCT MULTIPLE ARCHED METAL PIPE CONCRETE. MATCHLINE SE,X X X X X X BLANKET PER NMDOT STD DWG 511 32 1 2.
X X X X X X X,X X X X X X X,X X X 5903,X X X X X X X X X X X. 11 CONSTRUCT CBC WINGWALL AND OUTLET APRON PER NMDOT. 5907 ROW STD DWG 511 67 2 2, THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF. BEGIN 5906 5905, PI STA 54 95 90 645 12 SOLAR POWERED LED STREET LIGHT AND CROSSING BEACON. N 1472486 87 PI STA 58 79 22, E 2844918 54 N 1472525 16 PI STA 59 42 84 13 REMOVE FENCE DURING GRADING OF EMBANKMENT REPLACE. CIRCULAR END N 1472529 05 EXTEND EXISTING CULVERT WITH EQUAL OR BETTER AFTER FINISH GRADE NEW FENCE TO. 13 E 2845300 95, E 2845364 46 20 of 30 CMP WITH END SECTION BE BUILT ON R O W BOUNDARY IF NECESSARY CONTRACTOR TO.
R 5755 00 CIRCULAR START STA 60 87 76 OFFSET 3 42 L INSTALL TEMPORARY FENCE TO PREVENT STOCK ANIMALS FROM. L 736 73 N 1472548 87 ENTERING R O W,R 600 00 E 2845508 07. L 31 42 INV 5906 02 14 CONSTRUCT JUNCTION BOX PER NMDOT STD DWG 623 01 1 2 B. END STA 60 87 61 OFFSET 16 58 R, N 1472528 98 15 CONSTRUCT MULTIPLE METAL PIPE CONCRETE BLANKET PER. E 2845510 18 NMDOT 511 12 1 2,INV 5905 94,CONSTRUCTION NOTES. A ALL CMP END SECTIONS INSTALLED PER NMDOT,STD DWG 570 02 1 2 UNLESS OTHERWISE NOTED. 2 1 B GRADE CULVERT INLETS TO THE GENERAL SHAPE SHOWN. Seagate 4004ED Public PROJECTS ENG 1311 09 DESIGN ENGINEERING 100 NM 124 CENTER 03 P P 1311 NM124 PNP1 dwg November 30 2014 10 16pm. SLOPES SHALL BE NO STEEPER THAN 2 5H 1V, C SEE SHEETS 7 1 TO 7 3 FOR SIGN DETAILS AND LOCATIONS.
PVI STA 61 00 00, PVI ELEV 5910 20 D ALL CONSTRUCTION ACTIVITIES AND WORKERS SHALL STAY. 5935 K 684 41 5935, WITHIN ESTABLISHED R O W AT ALL TIMES OBTAIN R O W. LVC 100 00 MAPS FROM ENGINEER,BVCE 5910 36,EVCE 5909 96. BVCS 60 50 00,EVCS 61 50 00,GRADE BREAK 65 00 00,ELEV 5908 30. HORIZONTAL,5910 0 48 5910,5905 5905 VERTICAL,REUSE OF DOCUMENTS.
55 00 56 00 57 00 58 00 59 00 60 00 61 00 62 00 63 00 64 00. DESIGNED RJF SHEET 12 of 31, Abeyta Engineering Inc BIKE PEDESTRIAN ROUTE DESIGN. DRAWN OR CONSTRUCTION DWG 3 5, WESTON SOLUTIONS INC FIERRO COMPANY LLC 209D Camino de la Merced DEPARTMENT OF PUBLIC WORKS. CHECKED ABH DOCUMENTS 3840 COMMONS AVE 2929 COORS BLVD SUITE 307 B Taos NM 87571 ENGINEERING OFFICE. NM 124 ENCINAL RD TO NM 279 DATE NOV 2014, ALBUQUERQUE NM 87109 ALBUQUERQUE NM 87120 575 737 0377 P O BOX 194. 505 837 6520 505 503 9546 LAGUNA NM 87026,APPROVED RJF PROJ 15196 001 001. NO DATE BY REVISION 505 552 1200,1 2 3 4 5 6,KEYED NOTES.
1 TRANSITION TRAIL CROSS SLOPE BETWEEN TYPICAL SECTIONS. 2 CONSTRUCT MODIFIED TYPE I DROP INLET PER NMDOT, TYPE 1 LARGE AMENITY SITE STD DWG 623 02 1 1 AND 623 04 1 1. REFER TO DETAILS UNDER,SEPARATE COVER3 INSTALL 24 DIA PIPE. NORTHING 1472724 56, EASTING 2847123 34 REMOVE AND DISPOSE OF EXISTING CONCRETE SLOPE APRON. STA 77 13 CUT PIPE END SQUARE, 5 EXISTING CULVERT CROSSING TO BE THOROUGHLY CLEANED OF A. ALL DIRT AND DEBRIS CULVERT REMAINS IN SERVICE COST.

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