6
LICENSED PROFESSIONAL REVISIONS DRAWN BY REVIEWED BY DATE PROJECT NO. DRAWING NAME SHEET NO. 14-0602.004 08/02/2016 Additional Parking 3501 Arrowhead Drive Las Cruces, NM 88001 PROJECT Burrell College of Osteopathic Medicine 0 20' 40' 1" = 20'-0" 10' SITE PLAN A3 NORTH A. SEE CIVIL PLANS FOR ADDITIONAL GRADING, DRAINAGE, AND UTILITY INFORMATION. SEE CIVIL DRAWINGS FOR HORIZONTAL CONTROL POINTS. B. CONTRACTOR IS TO VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE EXCAVATION. C. SIDEWALK JOINTS TO FOLLOW PATTERN AS SHOWN ON SITE PLAN. D. CONTRACTOR TO COORDINATE WITH OWNER FOR ALLOWABLE STAGING AREAS DURING CONSTRUCTION. E. UTILITIES AND ASSOCIATED EQUIPMENT SHOWN FOR REFERENCE ONLY. CONTRACTOR TO COORDINATE LOCATION AND INSTALLATION. SEE CIVIL AND ELECTRICAL DRAWINGS. F. SEE ELECTRICAL PLANS AND DETAILS FOR INFORMATION ON SITE LIGHTING. G. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND DETAILS FOR RUBBLE STONE WALLS THAT ILLUSTRATE CHARACTERISTICS REQUIRED FOR A STABLE AND ATTRACTIVE WALL MEETING THE DESIGN INTENT ILLUSTRATED ON THE CONSTRUCTION PLANS AND DETAILS. SHOP DRAWINGS SHALL INCLUDE INFORMATION ON WALL HEIGHT, WIDTH, FOUNDATION, REINFORCING, VERTICAL CONTROL JOINT SPACING, MORTAR, CAP DETAILS, AND ANY OTHER CHARACTERISTICS NECESSARY TO CONVEY COMPLIANCE WITH THE DESIGN INTENT. 1. CONCRETE SIDEWALK 2. CURB AND GUTTER, SEE CIVIL DRAWINGS 3. PARKING LOT STRIPING, REFLECTIVE PAINT COLOR: WHITE. 4. ASPHALT PAVING, SEE CIVIL PLANS. 5. STORM WATER DETENTION AREA, SEE CIVIL PLANS. 6. PIPE BOLLARD 7. STOP SIGN, 8. LIGHT POLE, SEE ELECTRICAL PLANS. 9. CROSSWALK PROPERTY LINE GENERAL SHEET NOTES KEYED NOTES LEGEND PAVEMENT STRIPING, SEE B3/AS502 NOTE: NOT ALL KEY NOTES ARE USED IN THIS SHEET AS101 1 2 3 4 5 6 7 8 9 IRRIGATED NATIVE GRASS SEEDING WITH HYDROMULCH. PIONEER'S PRIDE WITH CREOSOTE BUSH SEED. NATIVE SEED RATE @ 10LBS./ACRE- CREOSOTE 5PLS./ACRE AND FOUR WING SALTBUSH AT 5PLS./ACRE AVAILABLE FROM CURTIS AND CURTIS, INC PHONE (505) 762-4759 QUANTITY: 3,988 SF 3" DEPTH SIZE MIX OF: 15% OF 3", 20% OF 1", 25% OF 3 4 ", 40% OF 3 8 " ROCK MULCH WITH FILTER FABRIC. COLOR: PADRE CANYON. AVAILABLE AT DESERT ROCK CO. 8500 PLANT RD., EL PASO TX. 915-859-5969. QUANTITY: 16,715 SF 1. PRIOR TO BEGINNING WORK ON THE PROJECT, THE LANDSCAPE CONTRACTOR SHALL REVIEW THE PROJECT IN THE FIELD WITH THE OWNER'S REPRESENTATIVE. 2. IF DISCREPANCIES OCCUR BETWEEN THE DRAWINGS AND THE SITE CONDITIONS, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR CLARIFICATION PRIOR TO PROCEEDING ON THAT PORTION OF THE WORK. 3. LANDSCAPING SHALL BE INSTALLED ACCORDING TO THE APPROVED PLAN; INSTALLATION SHALL BE COMPLETE WITHIN 60 DAYS OF THE RELATED BUILDING'S OCCUPANCY. 4. ALL LANDSCAPE AREAS (EXCEPT SOD AND SEEDED AREAS) SHALL BE COVERED WITH LANDSCAPE WEED BARRIER FABRIC PRIOR TO MULCHING IN ORDER TO MINIMIZE WEED GROWTH AND HELP MAINTAIN SOIL MOISTURE. 5. AFTER SUBSTANTIAL COMPLETION AND THE 90-DAY MAINTENANCE PERIOD, MAINTENANCE OF LANDSCAPING AND IRRIGATION SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. 6. SEE SPECIFICATIONS FOR SOIL AMENDMENT REQUIREMENTS. 7. WHERE MULCH IS ADJACENT TO CONCRETE OR ASPHALT, FINISH GRADE OF MULCH SHALL BE 1/2" BELOW TOP OF PAVING. 8. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF PLANTING AND IRRIGATION OPERATIONS. 9. ALL LINES SHOWN BETWEEN MULCH TYPES ARE FOR REFERENCE ONLY AND DO NOT INDICATE STEEL EDGING. LANDSCAPE SHEET NOTES L/1 88.75 88.15 88.07 87.75 86.40 92.0 FL 1/4" = 1'-0" 8' 4' 0 2' A1 ACCESSIBLE RAMP TYPE B SIDEWALK HEADER CURB, SEE CIVIL DRAWINGS 6'-0" CURB AND GUTTER, SEE CIVIL CAST-IN-PLACE CONCRETE, HEAVY BROOM FINISH PERPENDICULAR TO TRAFFIC FLOW ANDING WITH 2% PITCH MAX TO ASPHALT PAVING DETECTABLE WARNING SURFACE, 2'-0" WIDE, SEE B1/AS501

LANDSCAPE SHEET NOTES

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LICENSED PROFESSIONAL

REVISIONS

DRAWN BY

REVIEWED BY

DATE

PROJECT NO.

DRAWING NAME

SHEET NO.

14-0602.004

08/02/2016

Ad

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na

l P

arkin

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01

A

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ea

d D

rive

La

s C

ru

ce

s, N

M 8

80

01

PROJECT

Bu

rre

ll C

olle

ge

o

f O

ste

op

ath

ic M

ed

icin

e

0 20' 40'

1" = 20'-0"

10'

SITE PLAN

A3

NORTH

A. SEE CIVIL PLANS FOR ADDITIONAL GRADING, DRAINAGE, AND UTILITY

INFORMATION. SEE CIVIL DRAWINGS FOR HORIZONTAL CONTROL POINTS.

B. CONTRACTOR IS TO VERIFY ALL EXISTING UTILITY LOCATIONS BEFORE

EXCAVATION.

C. SIDEWALK JOINTS TO FOLLOW PATTERN AS SHOWN ON SITE PLAN.

D. CONTRACTOR TO COORDINATE WITH OWNER FOR ALLOWABLE STAGING

AREAS DURING CONSTRUCTION.

E. UTILITIES AND ASSOCIATED EQUIPMENT SHOWN FOR REFERENCE ONLY.

CONTRACTOR TO COORDINATE LOCATION AND INSTALLATION. SEE CIVIL

AND ELECTRICAL DRAWINGS.

F. SEE ELECTRICAL PLANS AND DETAILS FOR INFORMATION ON SITE

LIGHTING.

G. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND DETAILS FOR RUBBLE

STONE WALLS THAT ILLUSTRATE CHARACTERISTICS REQUIRED FOR A

STABLE AND ATTRACTIVE WALL MEETING THE DESIGN INTENT

ILLUSTRATED ON THE CONSTRUCTION PLANS AND DETAILS. SHOP

DRAWINGS SHALL INCLUDE INFORMATION ON WALL HEIGHT, WIDTH,

FOUNDATION, REINFORCING, VERTICAL CONTROL JOINT SPACING,

MORTAR, CAP DETAILS, AND ANY OTHER CHARACTERISTICS NECESSARY

TO CONVEY COMPLIANCE WITH THE DESIGN INTENT.

1. CONCRETE SIDEWALK

2. CURB AND GUTTER, SEE CIVIL DRAWINGS

3. PARKING LOT STRIPING, REFLECTIVE PAINT COLOR: WHITE.

4. ASPHALT PAVING, SEE CIVIL PLANS.

5. STORM WATER DETENTION AREA, SEE CIVIL PLANS.

6. PIPE BOLLARD

7. STOP SIGN,

8. LIGHT POLE, SEE ELECTRICAL PLANS.

9. CROSSWALK

PROPERTY LINE

GENERAL SHEET NOTES

KEYED NOTES

LEGEND

PAVEMENT STRIPING, SEE B3/AS502

NOTE: NOT ALL KEY NOTES ARE USED IN THIS SHEET

AS101

1

2

3

4

5

6

7

8

9

IRRIGATED NATIVE GRASS SEEDING WITH HYDROMULCH.

PIONEER'S PRIDE WITH CREOSOTE BUSH SEED. NATIVE

SEED RATE @ 10LBS./ACRE- CREOSOTE 5PLS./ACRE AND

FOUR WING SALTBUSH AT 5PLS./ACRE AVAILABLE FROM

CURTIS AND CURTIS, INC PHONE (505) 762-4759

QUANTITY: 3,988 SF

3" DEPTH SIZE MIX OF: 15% OF 3", 20% OF 1", 25% OF

3

4

",

40% OF

3

8

" ROCK MULCH WITH FILTER FABRIC. COLOR:

PADRE CANYON. AVAILABLE AT DESERT ROCK CO. 8500

PLANT RD., EL PASO TX. 915-859-5969.

QUANTITY: 16,715 SF

1. PRIOR TO BEGINNING WORK ON THE PROJECT, THE LANDSCAPE

CONTRACTOR SHALL REVIEW THE PROJECT IN THE FIELD WITH THE

OWNER'S REPRESENTATIVE.

2. IF DISCREPANCIES OCCUR BETWEEN THE DRAWINGS AND THE SITE

CONDITIONS, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE

OWNER'S REPRESENTATIVE FOR CLARIFICATION PRIOR TO PROCEEDING

ON THAT PORTION OF THE WORK.

3. LANDSCAPING SHALL BE INSTALLED ACCORDING TO THE APPROVED

PLAN; INSTALLATION SHALL BE COMPLETE WITHIN 60 DAYS OF THE

RELATED BUILDING'S OCCUPANCY.

4. ALL LANDSCAPE AREAS (EXCEPT SOD AND SEEDED AREAS) SHALL BE

COVERED WITH LANDSCAPE WEED BARRIER FABRIC PRIOR TO MULCHING

IN ORDER TO MINIMIZE WEED GROWTH AND HELP MAINTAIN SOIL

MOISTURE.

5. AFTER SUBSTANTIAL COMPLETION AND THE 90-DAY MAINTENANCE

PERIOD, MAINTENANCE OF LANDSCAPING AND IRRIGATION SHALL BE THE

RESPONSIBILITY OF THE PROPERTY OWNER.

6. SEE SPECIFICATIONS FOR SOIL AMENDMENT REQUIREMENTS.

7. WHERE MULCH IS ADJACENT TO CONCRETE OR ASPHALT, FINISH GRADE

OF MULCH SHALL BE 1/2" BELOW TOP OF PAVING.

8. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL

UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF PLANTING AND

IRRIGATION OPERATIONS.

9. ALL LINES SHOWN BETWEEN MULCH TYPES ARE FOR REFERENCE ONLY

AND DO NOT INDICATE STEEL EDGING.

LANDSCAPE SHEET NOTES

L/1

88.75

88.15

88.07

87.75

86.40

92.0 FL

1/4" = 1'-0"

8'4'0 2'

A1

ACCESSIBLE RAMP TYPE B

SIDEWALK

HEADER CURB,

SEE CIVIL DRAWINGS

6

'-

0

"

CURB AND GUTTER,

SEE CIVIL

CAST-IN-PLACE CONCRETE,

HEAVY BROOM FINISH

PERPENDICULAR TO TRAFFIC

FLOW

LANDING WITH 2% PITCH MAX

TO ASPHALT PAVING

DETECTABLE WARNING SURFACE,

2'-0" WIDE, SEE B1/AS501