construction plans for the DACC EAST MESA ENTRANCE DESIGN · new mexico state university las...
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NEW MEXICO STATE UNIVERSITY LAS CRUCES, NEW MEXICO APRIL 2016 I N D E X O F D R A W I N G S DACC EAST MESA ENTRANCE DESIGN construction plans for the CIVIL ENGINEERS VICINITY MAP Molzen Corbin CERTIFICATION: G-001 Sheet PRELIMINARY NOT FOR CONSTRUCTION FORT SUMNER LORDSBURG FORKS ROAD COLUMBUS 11 BAYARD CITY 90 DEMING 26 LAS CRUCES ALAMOGORDO LOS QUEMADO RESERVE 78 SILVER 90 12 32 GRANTS FENCE LAKE 36 53 CROWNPOINT AMBROSIA GALLUP SAN MATEO 53 509 LAKE MOUNTAINAIR CABALLO CONSEQUENCES TRUTH OR SOCORRO ANTONIO SAN BERNARDO CAPITAN TULAROSA RUIDOSO 37 HONDO CARRIZOZO 14 42 SANTA FE ALBUQUERQUE BELEN 6 LOS 6 LUNAS 14 44 14 44 ALAMOS 4 41 CLINES ENCINO 41 ESTANCIA MORIARTY VAUGHN SANTA ROSA LAS VEGAS 3 SHIPROCK BLOOMFIELD BONITO PUEBLO FARMINGTON AZTEC ESPANOLA CUBA AMARILLA CHAMA DULCE TIERRA PIEDRAS EAGLES 68 76 TAOS MORA NEST TRES 83 128 ARTESIA CARLSBAD 31 JAL 176 EUNICE HOBBS 18 PORTALES LOVINGTON 13 ROSWELL 457 20 88 TATUM 18 DORA 114 114 CLOVIS LOGAN MELROSE TUCUMCARI 129 RAGLAND 88 18 CONCHAS DAM 104 104 39 MOSQUERO 65 18 39 39 18 65 CLAYTON 102 ABBOTT 39 SPRINGER RATON 325 18 44 1155 Commerce Dr., Suite F Las Cruces, New Mexico 88011 575 522 0049 office 575 522 7884 fax E N G I N E E R S A R C H I T E C T S P L A N N E R S PROJECT LOCATION
Transcript of construction plans for the DACC EAST MESA ENTRANCE DESIGN · new mexico state university las...
NEW MEXICO STATE UNIVERSITY
LAS CRUCES, NEW MEXICOAPRIL 2016
I N D E X O F D R A W I N G S
DACC EAST MESA ENTRANCE DESIGN
construction plans for the
CIVIL ENGINEERS
VICINITY MAP
Molzen Corbin
CERTIFICATION:
G-001Sheet
PRELIMINARYNOT FOR
CONSTRUCTION
FORT SUMNER
LORDSBURG
FORKS
ROAD
COLUMBUS
11
BAYARD
CITY
90
DEMING
26
LAS
CRUCES
ALAMOGORDO
LOS
QUEMADO
RESERVE
78
SILVER
90
12
32
GRANTS
FENCE LAKE
36
53
CROWNPOINT
AMBROSIA
GALLUP
SAN
MATEO
53
509
LAKE
MOUNTAINAIR
CABALLO
CONSEQUENCES
TRUTH OR
SOCORRO
ANTONIO
SAN
BERNARDO
CAPITAN
TULAROSA
RUIDOSO
37
HONDO
CARRIZOZO
14
42
SANTA FE
ALBUQUERQUE
BELEN
6
LOS
6
LUNAS
14
44
14
44
ALAMOS
4
41
CLINES
ENCINO
41
ESTANCIA
MORIARTY
VAUGHN
SANTA ROSA
LAS VEGAS
3
SHIPROCK
BLOOMFIELD
BONITO
PUEBLO
FARMINGTON
AZTEC
ESPANOLA
CUBA
AMARILLA
CHAMA
DULCE
TIERRA
PIEDRAS
EAGLES
68
76
TAOS
MORA
NEST
TRES
83
128
ARTESIA
CARLSBAD
31
JAL
176
EUNICE
HOBBS
18
PORTALES
LOVINGTON
13
ROSWELL
457
20
88
TATUM
18
DORA
114
114
CLOVIS
LOGAN
MELROSE
TUCUMCARI
129
RAGLAND
88
18
CONCHAS DAM
104
104
39
MOSQUERO
65
18
39
39
18
65
CLAYTON
102
ABBOTT
39
SPRINGER
RATON325
18
44
1155 Commerce Dr., Suite F Las Cruces, New Mexico 88011 575 522 0049 office 575 522 7884 fax
E N G I N E E R S A R C H I T E C T S P L A N N E R S
PROJECTLOCATION
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DESCRIPTION
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REV DATE
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REV NO
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N.M.P.E.
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NO. 10521
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MOLZEN-CORBIN & ASSOCIATES 2014 - COPYRIGHT C
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THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR THE CONSTRUCTION SAFETY WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS INSTRUMENT ARE OWNED BY AND THE PROPERTY OF MOLZEN-CORBIN & ASSOCIATES, AND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF MOLZEN-CORBIN & ASSOCIATES. THESE DRAWINGS REFLECT INFORMATION ON UTILITIES GATHERED BY SITE INSPECTION, DISCUSSIONS WITH MUNICIPAL OFFICIALS, AND PREVIOUS CONSTRUCTION DOCUMENTS. IT IS POSSIBLE THAT THE EXACT LOCATION OF LINES AND UTILITY CONNECTION POINTS IN THE VICINITY OF REQUIRED WORK MAY BE DIFFERENT FROM THE LOCATION SHOWN ON THESE DRAWINGS. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL EXCAVATE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL OBSTRUCTIONS. SHALL A CONFLICT EXIST THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF DELAY.
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%%UNOTICE OF EXTENDED PAYMENT PROVISION%%U: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT
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NUMERIC SCALE CONFIRMATION
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DRAWINGS ARE DEPICTED AT INTENDED
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NUMERIC SCALES
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IF THIS BAR EQUALS ONE INCH
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4/18/16
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GNMS152-001
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%%UDESCRIPTION
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%%USHEET
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TITLE SHEET AND INDEX OF DRAWINGS GENERAL NOTES AND VICINITY MAP MORNINGSTAR DR PLAN AND PROFILE MORNINGSTAR DR CURBING LAYOUT AND SURVEY CONTROL MORNINGSTAR DR PERMANENT SIGNING AND STRIPING MORNINGSTAR DR REMOVALS AND RELOCATES EROSION & SEDIMENT CONTROL PLAN GRADING AND DRAINAGE MORNINGSTAR DR CROSS SECTIONS MORNINGSTAR DR CROSS SECTIONS MORNINGSTAR DR CROSS SECTIONS MORNINGSTAR DR CROSS SECTIONS PERMANENT EROSION & SEDIMENT CONTROL PLAN STANDARD DETAILS
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G-001 G-002 C-101 C-102 C-103 C-104 C-105 C-106 C-301 C-302 C-303 C-304 C-401 C-501
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A R I Z O N A
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T E X A S
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C O L O R A D O
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T E X A S
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I, JERRY B. PAZ, REGISTERED PROFESSIONAL ENGINEER NO. 10521 HEREBY CERTIFY THAT THE FOLLOWING PLANS AND DESIGNS WERE MADE UNDER MY SUPERVISION AND DIRECTION AND THAT SAME IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF
SO
NO
MA
RA
NC
H
PROJECTLOCATION
DACCCAMPUS
CALLE JITAS
DA
CC
EA
ST M
ESA
EN
TRA
NC
E D
ESIG
NN
EW M
EXIC
O S
TATE
UN
IVER
SITY
LAS
CR
UC
ES, N
EW M
EXIC
O
PRELIMINARYNOT FOR
CONSTRUCTION
1155 Commerce Dr., Suite F
Las Cruces, New Mexico 88011
575 522 0049 office
575 522 7884 fax
MolzenCorbin.com
GEN
ERA
L N
OTE
S A
ND
VIC
INIT
Y M
AP
G-002
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G E N E R A L N O T E S
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L E G E N D
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GM
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WM
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TELEPHONE PEDESTAL
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LIGHT
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GAS VALVE
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GAS METER
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WATER METER
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FIRE HYDRANT
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WATER VALVE
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SIGN
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%%UVICINITY MAP
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GV
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1.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON PLANS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON PLANS. THE PROJECT MANAGER SHALL BE NOTIFIED OF CONFLICTS OR VARIANCES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2.ALL EQUIPMENT, INSTALLATION, ETC. SHALL CONFORM TO THE FOLLOWING CODES ALL EQUIPMENT, INSTALLATION, ETC. SHALL CONFORM TO THE FOLLOWING CODES AS APPLICABLE: a.FIRE LIFE SAFETY AND FIRE PROTECTION (NFPA) FIRE LIFE SAFETY AND FIRE PROTECTION (NFPA) b.ACI-318-11 ACI-318-11 c.(ADDITIONAL AS REQUIRED) (ADDITIONAL AS REQUIRED) 3.ALL WORK AND MATERIALS MUST MEET STANDARDS & SPECIFICATIONS PER NMSU ALL WORK AND MATERIALS MUST MEET STANDARDS & SPECIFICATIONS PER NMSU DESIGN GUIDELINES (HTTP://WWW.OFS.NMSU.EDU/ENGINEERING.HTML). (HTTP://WWW.OFS.NMSU.EDU/ENGINEERING.HTML). 4.CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PERMITS & INSPECTIONS. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PERMITS & INSPECTIONS. 5.CONTRACTOR IS RESPONSIBLE INITIATING NEW MEXICO ONE-CALL FOR LOCATES & CONTRACTOR IS RESPONSIBLE INITIATING NEW MEXICO ONE-CALL FOR LOCATES & ALL REFRESH LOCATES. 6.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE NMSU PROJECT MANAGER & CONTRACTOR SHALL IMMEDIATELY NOTIFY THE NMSU PROJECT MANAGER & APPROPRIATE UTILITY OF ANY DAMAGED UTILITIES. 7.CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY MARKED UTILITIES THAT ARE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY MARKED UTILITIES THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES. 8.CONTRACTOR IS RESPONSIBLE FOR SWPPP PLAN & IMPLEMENTATION IF REQUIRED. CONTRACTOR IS RESPONSIBLE FOR SWPPP PLAN & IMPLEMENTATION IF REQUIRED. REQUIRED. . 9.CONTRACTOR SHALL PROPERLY REMOVE & DISPOSE OF ALL DEMOLITION AND CONTRACTOR SHALL PROPERLY REMOVE & DISPOSE OF ALL DEMOLITION AND CONSTRUCTION DEBRIS, RUBBLE, ETC. TO AN APPROVED DISPOSAL SITE, AND SHALL SOLELY BE RESPONSIBLE FOR MAINTAINING THE CONSTRUCTION SITE IN A CLEAN AND NEAT CONDITION. DEMOLISHED ITEMS SHOULD BE RECYCLED WHENEVER POSSIBLE AND ECONOMICALLY FEASIBLE. 10.CONTRACTOR RESPONSIBLE TO PROVIDE A WASH-DOWN PIT FOR CONCRETE CONTRACTOR RESPONSIBLE TO PROVIDE A WASH-DOWN PIT FOR CONCRETE TRUCKS, PUMPS, ETC. CONTRACTOR IS RESPONSIBLE FOR CLEAN UP AND DISPOSAL OF PIT AT END OF CONSTRUCTION ACTIVITIES. 11.CONTRACTOR RESPONSIBLE TO RESTORE OR REPAIR ANY LANDSCAPING, SIDEWALKS, CONTRACTOR RESPONSIBLE TO RESTORE OR REPAIR ANY LANDSCAPING, SIDEWALKS, ETC. DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES. 12.CONTRACTOR IS RESPONSIBLE FOR MARKING & BARRICADING CONSTRUCTION SITE, CONTRACTOR IS RESPONSIBLE FOR MARKING & BARRICADING CONSTRUCTION SITE, ACTIVITIES, AND EQUIPMENT FOR PUBLIC SAFETY AND TRAFFIC SAFETY. 13.CONTRACTOR SHALL IMMEDIATELY NOTIFY NMSU PROJECT MANAGER OF ANY CONTRACTOR SHALL IMMEDIATELY NOTIFY NMSU PROJECT MANAGER OF ANY ACCIDENTS OR INJURIES INVOLVING PERSONNEL OR PROPERTY NOT BELONGING TO THE CONTRACTOR. 14.CONTRACTOR SHALL AT ALL TIMES KEEP OPEN ALL REQUIRED EXITS, FIRE-LANES, CONTRACTOR SHALL AT ALL TIMES KEEP OPEN ALL REQUIRED EXITS, FIRE-LANES, ETC. 15.ANY CLOSURES OR PARTIAL CLOSURES MUST BE COORDINATED THROUGH THE ANY CLOSURES OR PARTIAL CLOSURES MUST BE COORDINATED THROUGH THE NMSU PROJECT MANAGER; THERE IS A 3 WEEK LEAD TIME TO PROCESS DISRUPTIONS. 16.CONTRACTOR REQUIRED TO PROVIDE SUBMITTALS TO NMSU PROJECT MANAGER FOR CONTRACTOR REQUIRED TO PROVIDE SUBMITTALS TO NMSU PROJECT MANAGER FOR APPROVAL BY THE DESIGN ENGINEER OF RECORD. 17.CONTRACTOR TO COORDINATE WITH NMSU PROJECT MANAGER FOR 3RD PARTY CONTRACTOR TO COORDINATE WITH NMSU PROJECT MANAGER FOR 3RD PARTY TESTING AGENCY (SEPARATE PO BY NMSU), TO SCHEDULE REQUIRED TESTING. 18.CONTRACTOR IS RESPONSIBLE FOR COST OF ALL TESTS THAT FAIL TO MEET CONTRACTOR IS RESPONSIBLE FOR COST OF ALL TESTS THAT FAIL TO MEET REQUIRED SPECIFICATIONS. 19.CONCRETE SHALL NOT BE PLACED UNTIL SPECIFIED COMPACTION TEST RESULTS CONCRETE SHALL NOT BE PLACED UNTIL SPECIFIED COMPACTION TEST RESULTS OF SUB-GRADE HAVE BEEN APPROVED BY THE NMSU PROJECT MANAGER. 20.CONTRACTOR TO PROVIDE AS-BUILT RED-LINES TO NMSU PROJECT MANAGER CONTRACTOR TO PROVIDE AS-BUILT RED-LINES TO NMSU PROJECT MANAGER PRIOR TO SUBMITTING FINAL PAY APPLICATION. 21.ALL VEHICLES, INCLUDING CONTRACTOR PICK-UPS, MUST HAVE AND PROPERLY ALL VEHICLES, INCLUDING CONTRACTOR PICK-UPS, MUST HAVE AND PROPERLY DISPLAY AN NMSU PARKING PASS. THIS REQUIREMENT DOES NOT APPLY TO CONSTRUCTION EQUIPMENT (GRADERS, BACKHOES, ROLLERS, ETC). 22.STAGING YARD, WASH DOWN PIT AREA, AND CONSTRUCTION WATER MUST BE STAGING YARD, WASH DOWN PIT AREA, AND CONSTRUCTION WATER MUST BE COORDINATED WITH NMSU PROJECT MANGER.
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CHAINLINK FENCE
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SHEET
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PROJECT NUMBER:
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NMS152-11A
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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PROJECT DATE:
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APRIL 2016
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C COPYRIGHT
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REV NO
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REV DATE
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DESCRIPTION
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3/29/16
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GNMS152-002
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1:1
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PROJ ENGINEER:
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KBE
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EG
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KBE
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JBP
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I:\NMSU\NMS 152-11A DACC E MESA ROAD\DWG\GNMS152-0023/29/163/29/16
C
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PRELIMINARYNOT FOR
CONSTRUCTION
1155 Commerce Dr., Suite F
Las Cruces, New Mexico 88011
575 522 0049 office
575 522 7884 fax
MolzenCorbin.com
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SONOMA RANCH BLVD
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MORNINGSTAR DR
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MORNING STAR DR
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SHEET
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PROJECT NUMBER:
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NMS152-11A
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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PROJECT DATE:
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APRIL 2016
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C COPYRIGHT
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REV NO
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REV DATE
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DESCRIPTION
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4/15/16
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CNMS152-101
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1:1
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PROJ ENGINEER:
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KBE
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EG
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KBE
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I:\NMSU\NMS 152-11A DACC E MESA ROAD\DWG\CNMS152-1014/15/164/15/16
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KEYED NOTES:KEYED NOTES:
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BUILD VERTICAL CURB & GUTTER 6"x24"
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BUILD VERTICAL CURB & GUTTER 6"x18"
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BUILD 5' SIDEWALK
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BUILD 6' LANDSCAPE BUFFER
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MORNING STAR DR
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1"=30'-0"
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0
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5'
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10'
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30'
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60'
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N
CURBING LAYOUT INFORMATION
POINT
A1
A2
A3
A4
A5
A6
A7
A8
A9
A10
A11
A12
A13
A14
A15
A16
A17
A18
A19
A20
A21
A22
STATION
2+35.88
2+27.21
2+27.26
2+32.26
2+52.97
2+62.11
2+63.47
2+32.49
2+27.49
2+27.55
2+36.24
2+79.18
2+77.85
2+52.97
2+47.78
2+47.78
2+52.97
2+52.97
3+93.58
3+93.42
4+22.51
4+22.51
OFFSET LT/RT
48.19' LT
44.78' LT
25.49' LT
20.50' LT
20.50' LT
20.50' LT
26.14' LT
22.50' RT
27.51' RT
54.42' RT
57.79' RT
28.22' RT
22.50' RT
22.50' RT
6.50' LT
6.50' RT
6.50' RT
6.50' LT
6.50' LT
6.50' RT
6.50' LT
6.50' RT
NORTHING
5116.2911
5112.8784
5093.5870
5088.5985
5088.5985
5088.5198
5094.1331
5045.5985
5040.5870
5013.6776
5010.3103
5039.2852
5045.0588
5045.5985
5074.5985
5061.5985
5061.5985
5074.5985
5056.5113
5043.9722
5048.3677
5035.9805
EASTING
4942.4238
4933.7588
4933.8032
4938.8032
4959.5131
4968.9921
4970.5145
4939.0387
4934.0387
4934.1006
4942.7862
4984.3704
4983.3702
4959.5131
4954.3249
4954.3249
4959.5131
4959.5131
5100.2395
5096.8052
5128.3528
5124.4087
CURBING LAYOUT INFORMATION
POINT
A23
A24
A25
A26
A27
A28
A29
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
B11
B12
B13
B14
B15
STATION
4+34.12
4+34.12
7+13.80
7+13.80
8+16.57
8+32.38
8+39.44
1+57.18
1+69.71
1+82.24
1+82.24
1+92.13
2+24.90
3+07.97
4+34.12
6+81.70
7+52.09
7+42.14
6+71.52
4+34.12
3+43.55
2+25.75
OFFSET LT/RT
6.50' LT
6.50' RT
6.50' LT
6.50' RT
58.03' LT
20.98' LT
23.45' LT
218.68' LT
185.89' LT
152.79' LT
57.79' LT
56.75' LT
126.93' LT
34.50' LT
34.50' LT
34.50' LT
83.38' LT
93.64' RT
34.50' RT
34.50' RT
34.50' RT
136.18' RT
NORTHING
5044.6837
5032.3826
5024.1648
5011.3728
5099.5816
5070.6268
5075.5452
5286.7740
5253.9917
5220.8864
5125.8864
5124.8495
5195.0266
5099.6784
5071.1786
5047.2222
5106.7127
4932.3772
4977.5206
5005.8877
5026.6227
4931.9218
EASTING
5139.5138
5135.3089
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4863.7314
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575 522 0049 office
575 522 7884 fax
MolzenCorbin.com
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CONTROL POINT 32 N: 5613.5577' E: 4794.4724' ELEV: 4209.78' MARKED BY A SET 1/2" IRON ROD W/ CAP STAMPED DONOHUE PLS 8172
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CALLE JITAS
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MORNING STAR DR
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SONOMA RANCH BLVD
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CONTROL POINT 2 N: 5000.0000' E: 5000.0000' ELEV: 4239.14' MARKED BY A SET 1/2" IRON ROD W/ CAP STAMPED DONOHUE PLS 8172
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CONTROL POINT 33 N: 4926.2476' E: 5396.3096' ELEV: 4263.37' MARKED BY A SET 1/2" IRON ROD W/ CAP STAMPED DONOHUE PLS 8172
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SHEET
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PROJECT NUMBER:
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NMS152-11A
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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PROJECT DATE:
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APRIL 2016
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C COPYRIGHT
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REV NO
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REV DATE
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DESCRIPTION
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4/15/16
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CNMS152-102
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1:1
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KBE
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I:\NMSU\NMS 152-11A DACC E MESA ROAD\DWG\CNMS152-1024/15/164/15/16
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1"=30'-0"
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0
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N
STOP
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TURN RIGHT
MUST
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1155 Commerce Dr., Suite F
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575 522 0049 office
575 522 7884 fax
MolzenCorbin.com
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MORNING STAR DR
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SONOMA RANCH BLVD
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CROSSWALK
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CROSSWALK
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CROSSWALK
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CROSSWALK
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R1-1
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R1-1
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R2-1
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R2-1
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R3-7R
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R3-7R
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CROSSWALK
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SHEET
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PROJECT NUMBER:
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NMS152-11A
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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PROJECT DATE:
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APRIL 2016
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C COPYRIGHT
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REV NO
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REV DATE
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DESCRIPTION
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4/18/16
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CNMS152-103
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1:1
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PROJ ENGINEER:
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KBE
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EG
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KBE
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JBP
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I:\NMSU\NMS 152-11A DACC E MESA ROAD\DWG\CNMS152-1034/18/164/18/16
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1"=30'-0"
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0
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10'
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30'
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60'
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N
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A
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YELLOW RETROREFLECTORIZED PLASTIC PAVEMENT STRIPE 4"
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WHITE RETROREFLECTORIZED PLASTIC PAVEMENT STRIPE 4"
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WHITE RETROREFLECTORIZED PLASTIC PAVEMENT STRIPE 12"
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B
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C
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STRIPING KEYED NOTES
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YELLOW RETROREFLECTORIZED PLASTIC PAVEMENT STRIPE 4" SKIP (10' STRIPE, 30' STRIPE)
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PRELIMINARYNOT FOR
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1155 Commerce Dr., Suite F
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575 522 0049 office
575 522 7884 fax
MolzenCorbin.com
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S
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S
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T
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MORNING STAR DR
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SONOMA RANCH BLVD
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REMOVE CURB
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REMOVE CURB
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REMOVE SIDEWALK
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REMOVE CURB
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REMOVE ELECTRICAL BOX
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REMOVE AND RELOCATE ELECTRICAL BOX
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SHEET
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PROJECT NUMBER:
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NMS152-11A
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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PROJECT DATE:
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APRIL 2016
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C COPYRIGHT
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REV NO
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REV DATE
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DESCRIPTION
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4/18/16
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CNMS152-104
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1:1
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PROJ ENGINEER:
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KBE
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EG
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KBE
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JBP
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I:\NMSU\NMS 152-11A DACC E MESA ROAD\DWG\CNMS152-1044/18/164/18/16
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1"=30'-0"
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0
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5'
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10'
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30'
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60'
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1155 Commerce Dr., Suite F
Las Cruces, New Mexico 88011
575 522 0049 office
575 522 7884 fax
MolzenCorbin.com
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SLOPE LIMITS
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SLOPE LIMITS
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1
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1
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1
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1
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STABILILZED CONSTRUCTION AREA ENTRANCE
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GRADING LIMITS (DISTRUBED AREA)
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SHEET
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PROJECT NUMBER:
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NMS152-11A
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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PROJECT DATE:
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APRIL 2016
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C COPYRIGHT
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REV NO
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REV DATE
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DESCRIPTION
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4/18/16
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CNMS152-105
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1:1
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PROJ ENGINEER:
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KBE
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EG
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KBE
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JBP
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I:\NMSU\NMS 152-11A DACC E MESA ROAD\DWG\CNMS152-1054/18/164/18/16
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1"=30'-0"
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0
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5'
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10'
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30'
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N
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LENGTH*
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CONSTRUCTION LIMITS
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CONSTRUCTION NOTES:
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1. INSTALL CONSTRUCTION SITE ENTRANCE AT ALL LOCATIONS
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USED BY CONSTRUCTION EQUIPMENT.
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2. THE PURPOSE AT THIS SITE ENTRANCE IS TO MINIMIZE
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AND/ OR AVOID TRACKING MUD INTO THE ADJACENT
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STREETS.
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3. REMOVE SEDIMENT AND OTHER DEBRIS WHEN IT BEGINS
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TO ACCUMULATE IN THE MAT.
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EXIST. ASPHALT SURFACE
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EXIST. BASE
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2"DIA. TO 3"DIA. CLEAN STONE
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EXIST. SUBGRADE
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8"
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6:1 MAX.
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NO SCALE
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EXISTING SURFACE
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25'
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20'
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A
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C-105
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2" DIA. TO 3" DIA. CLEAN STONE 8" THICK
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TYPICAL CONSTRUCTION SITE ENTRANCE / EXIT
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NO SCALE
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L E G E N D
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A
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C-105
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GM
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WM
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TELEPHONE PEDESTAL
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LIGHT
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GAS VALVE
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GAS METER
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WATER METER
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FIRE HYDRANT
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WATER VALVE
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SIGN
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CHAINLINK FENCE
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XXXX
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TREE
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DIRECTION OF WATER RUNOFF
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OVERHEAD ELECTRIC LINE
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NEW CONTOUR
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EXISTING CONTOUR
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MULCH SOCK
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GRADING LIMITS
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NEW GRAVEL ENTRANCE
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CROSS SECTION "A"
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NO SCALE
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1
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INSTALL MULCH SOCK (STRUCTURAL CONTROL MEASURE) AT CONTRACTOR DISCRETION
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K E Y E D N O T E S
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1.DISTURBED AND UNDISTURBED AREAS AS SHOWN. LIMIT DISTURBANCE DISTURBED AND UNDISTURBED AREAS AS SHOWN. LIMIT DISTURBANCE . LIMIT DISTURBANCE OUTSIDE THE WORK AREA INDICATED BY DASHED LINE TO THE FULLEST EXTENT POSSIBLE. 2.NEAREST WATER BODY OF THE U.S. IS THE RIO GRANDE, LOCATED NEAREST WATER BODY OF THE U.S. IS THE RIO GRANDE, LOCATED . IS THE RIO GRANDE, LOCATED APPROXIMATELY 5.62 MILES WEST, THERE ARE NO LISTED WETLANDS NEAR THE PROJECT SITE. 3.DISTURBED & SITE AREA: TOTAL SITE AREA IS 2.5 ACRES, DISTURBED AREA DISTURBED & SITE AREA: TOTAL SITE AREA IS 2.5 ACRES, DISTURBED AREA : TOTAL SITE AREA IS 2.5 ACRES, DISTURBED AREA IS 2.50 ACRES. 4.MAINTAIN DRAINAGE SWALES: EXISTING DRAINAGE SWALES DIRECT & DIVERT MAINTAIN DRAINAGE SWALES: EXISTING DRAINAGE SWALES DIRECT & DIVERT : EXISTING DRAINAGE SWALES DIRECT & DIVERT STORM WATER TO NATURAL DRAINAGE WAYS. 5.NO OFFSITE STORAGE OR BORROW AREAS. NO OFFSITE STORAGE OR BORROW AREAS. 6.DISTURBED AREAS WILL BE WATERED PERIODICALLY FOR TEMPORARY DISTURBED AREAS WILL BE WATERED PERIODICALLY FOR TEMPORARY STABILIZATION 7.SWPPP BOOK, NOI NOT WILL BE DONE FOR THIS PROJECT BY THE SWPPP BOOK, NOI NOT WILL BE DONE FOR THIS PROJECT BY THE CONTRACTOR 8.COORDINATE WITH OTHER DISCIPLINES, ELECTRICAL, PLUMBING, CIVIL COORDINATE WITH OTHER DISCIPLINES, ELECTRICAL, PLUMBING, CIVIL WATER/WASTEWATER AND ARCHITECTURE FOR ADDITIONAL REQUIREMENTS. 9.CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING. CONTRACTOR SHALL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING. CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO RETAIN AND STOCK PILE TOP SOIL UPON COMPLETION THE TOP SOIL BE PLACED AS THE FINAL LIFTS.
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G E N E R A L N O T E S
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NMDOT SPEC. NO. 603.3.4 MULCH SOCKS OR COMPOSTED MULCH SOCKS INSTALL THE SOCKS NEAR THE DOWNSTREAM PERIMETER OF THE DISTURBED AREA AS SHOWN ON THE SWPPP TO INTERCEPT SEDIMENT FROM SHEET FLOW, IN THE DITCH AS CHECK DAMS, OR AS INLET PROTECTION AS DIRECTED BY THE PROJECT MANAGER. CLOSE CONTACT BETWEEN THE EARTH & SOCK SHOULD BE MAINTAINED BY REMOVING ROCKS, DEBRIS & DIRT CLODS. THE SOCKS WILL BE INTERLOCKED OR OVERLAPPED AT THE ENDS. ANCHORING SHOULD BE ADEQUATE TO PREVENT DISPLACEMENT DURING DESIGN RAIN EVENTS & TO PREVENT FLOW UNDER THE SOCKS. THE ANCHORS WILL BE 2" BY 2" WOODEN STAKES OR AS APPROVED BY THE PROJECT MANAGER. SOCKS USED AS CHECK DAMS OR PLACED IN AREAS WHERE THE FLOW IS MORE CONCENTRATED WILL BE STAKED. NMDOT SPEC. No. 603.2.6 MULCH SOCKS OR COMPOSTED MULCH SOCKS CORE MATERIAL (MULCH): SEE SECTION 632. 'SEEDING' FOR MULCH & COMPOSTED MULCH SPECIFICATIONS. CORE MATERIAL (WOODCHIPS): THE MATERIAL MUST BE 100% UNTREATED WOOD CHIP & FREE OF INORGANIC DEBRIS, SUCH AS PLASTIC, GLASS, METAL, ETC. MANUFACTURER SHALL CERTIFY THAT THE MATERIAL IS FREE OF NOXIOUS WEEDS. WOODCHIP SIZE SHALL NOT BE SMALLER THAN 1 INCH & SHALL NOT EXCEED 3 INCHES IN DIAMETER, SHAVINGS SHALL NOT BE MORE THAN 5% OF THE TOTAL MASS. CONTAINMENT MESH: FURNISH CONTAINMENT MESH 100% BIODEGRADABLE, PHOTODEGRADABLE SUCH AS BURLAP, TWINE, UV PHOTODEGRADABLE PLASTIC, POLYESTER, OR OTHER ACCEPTABLE MATERIAL AS DIRECTED BY PROJECT MANAGER. THE MESH SHOULD NOT EXCEED " IN DIAMETER. 12" IN DIAMETER. FURNISH BIODEGRADABLE OR PHOTODEGRADABLE CONTAINMENT MESH WHEN THE SOCKS WILL REMAIN IN PLACE AS A PART OF THE PERMANENT OR TEMPORARY VEGETATIVE PLAN. THE CONTAINMENT MESH SHALL BE GREATER THAN 9 INCHES IN HEIGHT AFTER BEING PACKED: THE CONTAINMENT MESH SHALL BE DENSELY PACKED SO THAT THE SOCKS DO NOT DEFORM. THE PROJECT MANAGER WILL DETERMINE THE MAXIMUM ALLOWABLE HEIGHT FOR CONTAINMENT MESH.
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FOUND MONUMENT
ELECTRIC VAULT
TRAFFIC PULLBOX
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SIGN
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SEWER MANHOLE
STORM MANHOLE
FIRE HYDRANT
TELEPHONE MANHOLE
WATER MANHOLE
DROP INLET
IRRIGATION CONTROL VALVE
TELEPHONE PEDESTAL
WATER METER
UTILITY POLE
TELEPHONE PULLBOX
PROJECT CONTROL
TREE
RIGHT OF WAY LINE
WATER LINE WITH CAP
WATER LINE
GAS LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
TELEPHONE LINE
TELEPHONE FIBER OPTIC
STORM DRAIN LINE
SANITARY SEWER LINE
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SLOPE LIMITS
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SLOPE LIMITS
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GRADING LIMITS (DISTRUBED AREA)
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RESIZE POND FOR ADDITIONAL FLOW FROM ROADWAY.
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GV
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WV
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LEGEND
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XXXX
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XXXX
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SHEET
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PROJECT NUMBER:
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NMS152-11A
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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PROJECT DATE:
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APRIL 2016
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C COPYRIGHT
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REV NO
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REV DATE
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DESCRIPTION
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4/18/16
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CNMS152-402
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1:1
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PROJ ENGINEER:
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KBE
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EG
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KBE
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JBP
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I:\NMSU\NMS 152-11A DACC E MESA ROAD\DWG\CNMS152-4024/18/164/18/16
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N
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0
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5'
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MolzenCorbin.com
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SHEET
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NMS152-11A
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DESIGNED BY:
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PROJECT DATE:
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APRIL 2016
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C COPYRIGHT
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REV NO
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REV DATE
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DESCRIPTION
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4/15/16
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CNMS152-301-304
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1:1
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PROJ ENGINEER:
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KBE
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EG
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KBE
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JBP
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I:\NMSU\NMS 152-11A DACC E MESA ROAD\DWG\CNMS152-301-3044/15/164/15/16
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575 522 7884 fax
MolzenCorbin.com
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SHEET
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PROJECT NUMBER:
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NMS152-11A
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DESIGNED BY:
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CHECKED BY:
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PROJECT DATE:
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APRIL 2016
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C COPYRIGHT
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REV NO
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REV DATE
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DESCRIPTION
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4/15/16
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CNMS152-301-304
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1:1
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PROJ ENGINEER:
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KBE
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EG
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KBE
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JBP
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I:\NMSU\NMS 152-11A DACC E MESA ROAD\DWG\CNMS152-301-3044/15/164/15/16
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1155 Commerce Dr., Suite F
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575 522 0049 office
575 522 7884 fax
MolzenCorbin.com
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SHEET
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PROJECT NUMBER:
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NMS152-11A
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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APRIL 2016
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C COPYRIGHT
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REV NO
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REV DATE
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DESCRIPTION
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4/18/16
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CNMS152-301-304
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1:1
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KBE
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EG
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KBE
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JBP
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ES, N
EW M
EXIC
O
PRELIMINARYNOT FOR
CONSTRUCTION
1155 Commerce Dr., Suite F
Las Cruces, New Mexico 88011
575 522 0049 office
575 522 7884 fax
MolzenCorbin.com
MO
RN
ING
STA
R D
RC
RO
SS S
ECTI
ON
S
C-304
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
PROJECT NUMBER:
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NMS152-11A
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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PROJECT DATE:
AutoCAD SHX Text
APRIL 2016
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C COPYRIGHT
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REV NO
AutoCAD SHX Text
REV DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
4/18/16
AutoCAD SHX Text
CNMS152-301-304
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1:1
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PROJ ENGINEER:
AutoCAD SHX Text
KBE
AutoCAD SHX Text
EG
AutoCAD SHX Text
KBE
AutoCAD SHX Text
JBP
AutoCAD SHX Text
I:\NMSU\NMS 152-11A DACC E MESA ROAD\DWG\CNMS152-301-3044/18/164/18/16
DA
CC
EA
ST M
ESA
EN
TRA
NC
E D
ESIG
NN
EW M
EXIC
O S
TATE
UN
IVER
SITY
LAS
CR
UC
ES, N
EW M
EXIC
O
PRELIMINARYNOT FOR
CONSTRUCTION
1155 Commerce Dr., Suite F
Las Cruces, New Mexico 88011
575 522 0049 office
575 522 7884 fax
MolzenCorbin.com
MO
RN
ING
STA
R D
RPE
RM
AN
ENT
ERO
SIO
N &
SED
IMEN
TC
ON
TRO
L PL
AN
C-401
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CALLE JITAS
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SONOMA RANCH
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MORNING STAR
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NMSU PROPERTY LINE
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SHEET
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
NMS152-11A
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJECT DATE:
AutoCAD SHX Text
APRIL 2016
AutoCAD SHX Text
C COPYRIGHT
AutoCAD SHX Text
REV NO
AutoCAD SHX Text
REV DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
4/18/16
AutoCAD SHX Text
CNMS152-401
AutoCAD SHX Text
1:1
AutoCAD SHX Text
PROJ ENGINEER:
AutoCAD SHX Text
KBE
AutoCAD SHX Text
EG
AutoCAD SHX Text
KBE
AutoCAD SHX Text
JBP
AutoCAD SHX Text
I:\NMSU\NMS 152-11A DACC E MESA ROAD\DWG\CNMS152-4014/18/164/18/16
AutoCAD SHX Text
N
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1
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MULCH SOCK ALONG ROADWAY
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K E Y E D N O T E S
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2
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ANCHORED STRAW BALES
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3
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RECLAMATION SEEDING OF DISTURBED AREA
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4
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ROCK CHECK DAMS ALONG FLOW LINE
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3
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3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
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L E G E N D
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ANCHORED STRAW BALES
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SEEDING AREA
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MULCH SOCK
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ROCK CHECK DAMS
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2
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
4
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1"=80'-0"
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0
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40'
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10'
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80'
AutoCAD SHX Text
160'
DA
CC
EA
ST M
ESA
EN
TRA
NC
E D
ESIG
NN
EW M
EXIC
O S
TATE
UN
IVER
SITY
LAS
CR
UC
ES, N
EW M
EXIC
O
PRELIMINARYNOT FOR
CONSTRUCTION
1155 Commerce Dr., Suite F
Las Cruces, New Mexico 88011
575 522 0049 office
575 522 7884 fax
MolzenCorbin.com
STA
ND
AR
D D
ETA
ILS
C-501
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
PROJECT NUMBER:
AutoCAD SHX Text
NMS152-11A
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJECT DATE:
AutoCAD SHX Text
APRIL 2016
AutoCAD SHX Text
C COPYRIGHT
AutoCAD SHX Text
REV NO
AutoCAD SHX Text
REV DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
4/18/16
AutoCAD SHX Text
CNMS152-501
AutoCAD SHX Text
1:1
AutoCAD SHX Text
PROJ ENGINEER:
AutoCAD SHX Text
KBE
AutoCAD SHX Text
EG
AutoCAD SHX Text
KBE
AutoCAD SHX Text
JBP
AutoCAD SHX Text
I:\NMSU\NMS 152-11A DACC E MESA ROAD\DWG\CNMS152-5014/18/164/18/16
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PAVEMENT SECTION "A"
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MEDIAN
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DRIVE LANE
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DRIVE LANE
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DRIVE LANE
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DRIVE LANE
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LS
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AREA
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LS
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AREA
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SW
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SW
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2.0%%%
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2.0%%%
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6"X18" VERTICAL CURB & GUTTER
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6"X24" VERTICAL CURB & GUTTER
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6"X24" VERTICAL CURB & GUTTER
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1.5%%%
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1.5%%%
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6:1
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6:1
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6:1
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6:1
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%%UPROPOSED TYPICAL SECTION
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NOT-TO-SCALE
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%%UPAVEMENT SECTION "A"
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NOT-TO-SCALE
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SUBGRADE PREPERATION
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8" BASE COURSE
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4" ASPHALT
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PRIME COAT MATERIAL
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SAWCUT & TACK
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SAWCUT & TACK
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%%UTYPICAL CONCRETE SIDEWALK
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NOT-TO-SCALE
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4" CONCRETE SIDEWALK
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6"x6"xW2.9xW2.9 WELDED WIRE FABRIC
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R2"
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R1"
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SLOPE TO FIT ROADWAY SECTION
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1'-6"
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18"=10"
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%%UCONCRETE CURB AND GUTTER DETAIL
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NOT-TO-SCALE
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%%UDUAL SWING BARRIER GATE
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NOT-TO-SCALE
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%%UDUAL SWING BARRIER GATE RECIVER CONCEPT
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NOT-TO-SCALE
