GENERAL DESCRIPTION OF PROJECT - Pima County, Arizona · pcrfcd project no. 5lkmna el rio preserve...
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PCRFCD PROJECT No. 5LKMNA EL RIO PRESERVE BANK PROTECTION THIS PROJECT WILL INCLUDE GRADING AND CONSTRUCTION OF 3,475 L.F. OF SOIL CEMENT BANK PROTECTION GENERAL DESCRIPTION OF PROJECT 50% PLANS
Transcript of GENERAL DESCRIPTION OF PROJECT - Pima County, Arizona · pcrfcd project no. 5lkmna el rio preserve...
PCRFCD PROJECT No. 5LKMNA
EL RIO PRESERVE
BANK PROTECTION
THIS PROJECT WILL INCLUDE GRADING AND CONSTRUCTION
OF 3,475 L.F. OF SOIL CEMENT BANK PROTECTION
GENERAL DESCRIPTION OF PROJECT
50% PLANS
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PP3
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TOWN OF MARANA 226-03-0120
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TOWN OF MARANA 226-03-0130
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TOWN OF MARANA 226-01-0170
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PIMA COUNTY 226-08-007L
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CORTARO-MARANA IRRIGATION DISTRICT 226-08-001C
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PIMA COUNTY TOWN OF MARANA
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TOWN OF MARANA PIMA COUNTY
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PIMA COUNTY 226-01-032B
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SANTA CRUZ RIVER
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EL RIO PRESERVE
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PP2
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PP1
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SHEET NO.
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PAGE NO.
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SHEET DESCRIPTION
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CS1
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1
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COVER SHEET
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GN1-GN2
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2-3
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GENERAL NOTES
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NR1-NR2
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4-5
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NEW RIGHT-OF-WAY SHEET
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TS1
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6
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TYPICAL SECTIONS
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CD1-CD2
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7-8
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CIVIL DETAILS
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PP1-PP5
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9-13
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PLAN AND PROFILE SHEET
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GN1-GN2
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14-15
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GRADING PLANS
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XS1-XS3
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1-3
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CROSS-SECTIONS (N.I.C.)
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SCALE: 1"=200'
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PIMA COUNTY BOARD OF DIRECTORS
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333 E. Wetmore Road, Suite 450
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Tucson, AZ 85705
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(520) 292-2300 (520) 292-1290 fax
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www.psomas.com
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AS SHOWN
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N/A
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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201 N. STONE AVE., 9th FLOOR
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TUCSON, ARIZONA 85701
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SUZANNE SHIELDS, P.E., DIRECTOR
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NO.
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REVIEWED BY
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ENGINEER
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DATE
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NO.
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AS BUILT
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ENGINEER
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HORIZ.:
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VERT.:
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MGR. FIELD ENGR.
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MGR. DESIGN ENGR.
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REVIEWED BY
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ENGINEER
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DATE
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DIRECTOR
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APPROVED ______20__
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R3W
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RESERVATION
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R1W
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R2E
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R4E
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ARIVACA
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R8E
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SASABE
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R6E
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T23S
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R10E
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T22S
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T20S
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R12E
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R14E
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R18E
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R16E
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T19S
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WHY
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T14S
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T12S
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R9W
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R7W
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R8W
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AJO
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85
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R6W
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O'ODHAM
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TOHONO
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LUKEVILLE
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R5W
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85
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86
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R4W
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R2W
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INDIAN
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R3E
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R1E
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10
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MARANA
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286
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R7E
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R9E
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SAN XAVIER
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RESERVATION
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19
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INDIAN
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GREEN VALLEY
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TUCSON
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R13E
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VALLEY
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ORO
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10
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R11E
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89
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R15E
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T17S
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REDINGTON
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R17E
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PROJECT
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LOCATION
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RICHARD ELIAS CHAIR DISTRICT 5 CHAIR DISTRICT 5 DISTRICT 5 ALLY MILLER MEMBER DISTRICT 1 MEMBER DISTRICT 1 DISTRICT 1 RAMON VALADEZ MEMBER DISTRICT 2 MEMBER DISTRICT 2 DISTRICT 2 SHARON BRONSON MEMBER DISTRICT 3 MEMBER DISTRICT 3 DISTRICT 3 STEVE CHRISTY MEMBER DISTRICT 4 MEMBER DISTRICT 4 DISTRICT 4 THIS PROJECT IS LOCATED IN SUPERVISOR DISTRICT 3
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50% SUBMITTAL NOT FOR CONSTRUCTION
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THIS PROJECT
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Portion of Sections 8, 16 & 17 T-12-S, R-12-E, G & S R M City of Marana, Pima County, Arizona Scale: 3"=1 Mile
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I-10
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8 9 17 16
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ARVA
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SANTA CRUZ WASH
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VALLEY
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RD.
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COACHLINE
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SILVERBELL RD.
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PIMA COUNTY TOWN OF MARANA
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BLVD.
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LOCATION MAP
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PROJECT INDEX MAP
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SHEET INDEX
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VICINITY PLAN
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1
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SHEET CS1 OF CS1
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Call 811 or click Arizona811.com
Contact Arizona 811 at least two fullworking days before you begin excavation
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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EL RIO PRESERVE
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SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
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NO.
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DATE
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(520) 292-2300 (520) 292-1290 (FAX)
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Tucson, Arizona 85705
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333 E. Wetmore Road, Suite 450
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T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Cover Sheet And Notes\NT1-2.dwg GN1 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:09:17 PM
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PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
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KL
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DATE
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CR/KL
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CR
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4/2019
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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GN1
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GENERAL NOTES
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1. ALL CONSTRUCTION AND TEST METHODS SHALL BE IN CONFORMANCE WITH PIMA ALL CONSTRUCTION AND TEST METHODS SHALL BE IN CONFORMANCE WITH PIMA CONSTRUCTION AND TEST METHODS SHALL BE IN CONFORMANCE WITH PIMA CONSTRUCTION AND TEST METHODS SHALL BE IN CONFORMANCE WITH PIMA AND TEST METHODS SHALL BE IN CONFORMANCE WITH PIMA AND TEST METHODS SHALL BE IN CONFORMANCE WITH PIMA TEST METHODS SHALL BE IN CONFORMANCE WITH PIMA TEST METHODS SHALL BE IN CONFORMANCE WITH PIMA METHODS SHALL BE IN CONFORMANCE WITH PIMA METHODS SHALL BE IN CONFORMANCE WITH PIMA SHALL BE IN CONFORMANCE WITH PIMA SHALL BE IN CONFORMANCE WITH PIMA BE IN CONFORMANCE WITH PIMA BE IN CONFORMANCE WITH PIMA IN CONFORMANCE WITH PIMA IN CONFORMANCE WITH PIMA CONFORMANCE WITH PIMA CONFORMANCE WITH PIMA WITH PIMA WITH PIMA PIMA PIMA ASSOCIATION OF GOVERNMENTS (PAG) STANDARD SPECIFICATIONS AND DRAWINGS, OF GOVERNMENTS (PAG) STANDARD SPECIFICATIONS AND DRAWINGS, OF GOVERNMENTS (PAG) STANDARD SPECIFICATIONS AND DRAWINGS, GOVERNMENTS (PAG) STANDARD SPECIFICATIONS AND DRAWINGS, GOVERNMENTS (PAG) STANDARD SPECIFICATIONS AND DRAWINGS, (PAG) STANDARD SPECIFICATIONS AND DRAWINGS, (PAG) STANDARD SPECIFICATIONS AND DRAWINGS, STANDARD SPECIFICATIONS AND DRAWINGS, STANDARD SPECIFICATIONS AND DRAWINGS, SPECIFICATIONS AND DRAWINGS, SPECIFICATIONS AND DRAWINGS, AND DRAWINGS, AND DRAWINGS, DRAWINGS, DRAWINGS, 2015 EDITION, EXCEPT AS MODIFIED BY THE CONTRACT. , EXCEPT AS MODIFIED BY THE CONTRACT. 2. UTILITY LOCATIONS SHOWN ON PLANS WERE COMPILED BASED ON RECORD UTILITY LOCATIONS SHOWN ON PLANS WERE COMPILED BASED ON RECORD LOCATIONS SHOWN ON PLANS WERE COMPILED BASED ON RECORD LOCATIONS SHOWN ON PLANS WERE COMPILED BASED ON RECORD SHOWN ON PLANS WERE COMPILED BASED ON RECORD SHOWN ON PLANS WERE COMPILED BASED ON RECORD ON PLANS WERE COMPILED BASED ON RECORD ON PLANS WERE COMPILED BASED ON RECORD PLANS WERE COMPILED BASED ON RECORD PLANS WERE COMPILED BASED ON RECORD WERE COMPILED BASED ON RECORD WERE COMPILED BASED ON RECORD COMPILED BASED ON RECORD COMPILED BASED ON RECORD BASED ON RECORD BASED ON RECORD ON RECORD ON RECORD RECORD RECORD DRAWINGS FROM THE TUCSON WATER DEPARTMENT AND THE PIMA FROM THE TUCSON WATER DEPARTMENT AND THE PIMA FROM THE TUCSON WATER DEPARTMENT AND THE PIMA THE TUCSON WATER DEPARTMENT AND THE PIMA THE TUCSON WATER DEPARTMENT AND THE PIMA TUCSON WATER DEPARTMENT AND THE PIMA TUCSON WATER DEPARTMENT AND THE PIMA WATER DEPARTMENT AND THE PIMA WATER DEPARTMENT AND THE PIMA DEPARTMENT AND THE PIMA DEPARTMENT AND THE PIMA AND THE PIMA AND THE PIMA THE PIMA THE PIMA PIMA PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPARTMENT. ADDITIONAL REGIONAL WASTEWATER RECLAMATION DEPARTMENT. ADDITIONAL REGIONAL WASTEWATER RECLAMATION DEPARTMENT. ADDITIONAL WASTEWATER RECLAMATION DEPARTMENT. ADDITIONAL WASTEWATER RECLAMATION DEPARTMENT. ADDITIONAL RECLAMATION DEPARTMENT. ADDITIONAL RECLAMATION DEPARTMENT. ADDITIONAL DEPARTMENT. ADDITIONAL DEPARTMENT. ADDITIONAL ADDITIONAL ADDITIONAL ADDITIONAL SYSTEM MAPS WERE USED FOR THE LOCATION OF DRY UTILITIES. THE MAPS WERE USED FOR THE LOCATION OF DRY UTILITIES. THE MAPS WERE USED FOR THE LOCATION OF DRY UTILITIES. THE WERE USED FOR THE LOCATION OF DRY UTILITIES. THE WERE USED FOR THE LOCATION OF DRY UTILITIES. THE USED FOR THE LOCATION OF DRY UTILITIES. THE USED FOR THE LOCATION OF DRY UTILITIES. THE FOR THE LOCATION OF DRY UTILITIES. THE FOR THE LOCATION OF DRY UTILITIES. THE THE LOCATION OF DRY UTILITIES. THE THE LOCATION OF DRY UTILITIES. THE LOCATION OF DRY UTILITIES. THE LOCATION OF DRY UTILITIES. THE OF DRY UTILITIES. THE OF DRY UTILITIES. THE DRY UTILITIES. THE DRY UTILITIES. THE UTILITIES. THE UTILITIES. THE THE THE THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES WITH THE SHALL VERIFY THE LOCATION OF ALL UTILITIES WITH THE SHALL VERIFY THE LOCATION OF ALL UTILITIES WITH THE VERIFY THE LOCATION OF ALL UTILITIES WITH THE VERIFY THE LOCATION OF ALL UTILITIES WITH THE THE LOCATION OF ALL UTILITIES WITH THE THE LOCATION OF ALL UTILITIES WITH THE LOCATION OF ALL UTILITIES WITH THE LOCATION OF ALL UTILITIES WITH THE OF ALL UTILITIES WITH THE OF ALL UTILITIES WITH THE ALL UTILITIES WITH THE ALL UTILITIES WITH THE UTILITIES WITH THE UTILITIES WITH THE WITH THE WITH THE THE THE APPROPRIATE ORGANIZATIONS. CONTACT "BLUE STAKE" AT ORGANIZATIONS. CONTACT "BLUE STAKE" AT ORGANIZATIONS. CONTACT "BLUE STAKE" AT CONTACT "BLUE STAKE" AT CONTACT "BLUE STAKE" AT CONTACT "BLUE STAKE" AT "BLUE STAKE" AT "BLUE STAKE" AT STAKE" AT STAKE" AT AT AT 1-800-STAKE-IT TWO FULL WORKING DAYS PRIOR TO BEGINNING TWO FULL WORKING DAYS PRIOR TO BEGINNING TWO FULL WORKING DAYS PRIOR TO BEGINNING FULL WORKING DAYS PRIOR TO BEGINNING FULL WORKING DAYS PRIOR TO BEGINNING WORKING DAYS PRIOR TO BEGINNING WORKING DAYS PRIOR TO BEGINNING DAYS PRIOR TO BEGINNING DAYS PRIOR TO BEGINNING PRIOR TO BEGINNING PRIOR TO BEGINNING TO BEGINNING TO BEGINNING BEGINNING BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY PIMA COUNTY IN THE CONTRACTOR SHALL NOTIFY PIMA COUNTY IN THE CONTRACTOR SHALL NOTIFY PIMA COUNTY IN THE CONTRACTOR SHALL NOTIFY PIMA COUNTY IN CONTRACTOR SHALL NOTIFY PIMA COUNTY IN CONTRACTOR SHALL NOTIFY PIMA COUNTY IN SHALL NOTIFY PIMA COUNTY IN SHALL NOTIFY PIMA COUNTY IN NOTIFY PIMA COUNTY IN NOTIFY PIMA COUNTY IN PIMA COUNTY IN PIMA COUNTY IN COUNTY IN COUNTY IN IN IN WRITING OF ANY UTILITY LOCATIONS DISCOVERED DIFFERING FROM THE OF ANY UTILITY LOCATIONS DISCOVERED DIFFERING FROM THE OF ANY UTILITY LOCATIONS DISCOVERED DIFFERING FROM THE ANY UTILITY LOCATIONS DISCOVERED DIFFERING FROM THE ANY UTILITY LOCATIONS DISCOVERED DIFFERING FROM THE UTILITY LOCATIONS DISCOVERED DIFFERING FROM THE UTILITY LOCATIONS DISCOVERED DIFFERING FROM THE LOCATIONS DISCOVERED DIFFERING FROM THE LOCATIONS DISCOVERED DIFFERING FROM THE DISCOVERED DIFFERING FROM THE DISCOVERED DIFFERING FROM THE DIFFERING FROM THE DIFFERING FROM THE FROM THE FROM THE THE THE PLAN INFORMATION IN A TIMELY MANNER. 3. RIGHT OF WAY ENCROACHMENTS SHALL BE REMOVED ONLY BY THE ORDER RIGHT OF WAY ENCROACHMENTS SHALL BE REMOVED ONLY BY THE ORDER OF WAY ENCROACHMENTS SHALL BE REMOVED ONLY BY THE ORDER OF WAY ENCROACHMENTS SHALL BE REMOVED ONLY BY THE ORDER WAY ENCROACHMENTS SHALL BE REMOVED ONLY BY THE ORDER WAY ENCROACHMENTS SHALL BE REMOVED ONLY BY THE ORDER ENCROACHMENTS SHALL BE REMOVED ONLY BY THE ORDER ENCROACHMENTS SHALL BE REMOVED ONLY BY THE ORDER SHALL BE REMOVED ONLY BY THE ORDER SHALL BE REMOVED ONLY BY THE ORDER BE REMOVED ONLY BY THE ORDER BE REMOVED ONLY BY THE ORDER REMOVED ONLY BY THE ORDER REMOVED ONLY BY THE ORDER ONLY BY THE ORDER ONLY BY THE ORDER BY THE ORDER BY THE ORDER THE ORDER THE ORDER ORDER ORDER OF PIMA COUNTY, UNLESS OTHERWISE NOTED. 4. REMOVAL OF ALL CACTI AND NATIVE PLANTS SHALL BE IN ACCORDANCE REMOVAL OF ALL CACTI AND NATIVE PLANTS SHALL BE IN ACCORDANCE OF ALL CACTI AND NATIVE PLANTS SHALL BE IN ACCORDANCE OF ALL CACTI AND NATIVE PLANTS SHALL BE IN ACCORDANCE ALL CACTI AND NATIVE PLANTS SHALL BE IN ACCORDANCE ALL CACTI AND NATIVE PLANTS SHALL BE IN ACCORDANCE CACTI AND NATIVE PLANTS SHALL BE IN ACCORDANCE CACTI AND NATIVE PLANTS SHALL BE IN ACCORDANCE AND NATIVE PLANTS SHALL BE IN ACCORDANCE AND NATIVE PLANTS SHALL BE IN ACCORDANCE NATIVE PLANTS SHALL BE IN ACCORDANCE NATIVE PLANTS SHALL BE IN ACCORDANCE PLANTS SHALL BE IN ACCORDANCE PLANTS SHALL BE IN ACCORDANCE SHALL BE IN ACCORDANCE SHALL BE IN ACCORDANCE BE IN ACCORDANCE BE IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH THE PROVISIONS OF THE "ARIZONA NATIVE PLANT LAW", A.R.S., THE PROVISIONS OF THE "ARIZONA NATIVE PLANT LAW", A.R.S., THE PROVISIONS OF THE "ARIZONA NATIVE PLANT LAW", A.R.S., PROVISIONS OF THE "ARIZONA NATIVE PLANT LAW", A.R.S., PROVISIONS OF THE "ARIZONA NATIVE PLANT LAW", A.R.S., OF THE "ARIZONA NATIVE PLANT LAW", A.R.S., OF THE "ARIZONA NATIVE PLANT LAW", A.R.S., THE "ARIZONA NATIVE PLANT LAW", A.R.S., THE "ARIZONA NATIVE PLANT LAW", A.R.S., "ARIZONA NATIVE PLANT LAW", A.R.S., "ARIZONA NATIVE PLANT LAW", A.R.S., NATIVE PLANT LAW", A.R.S., NATIVE PLANT LAW", A.R.S., PLANT LAW", A.R.S., PLANT LAW", A.R.S., LAW", A.R.S., LAW", A.R.S., A.R.S., A.R.S., CHAPTER 7. (ARS SECTION 3-901, ET. SEQ.) AND THE PIMA COUNTY 7. (ARS SECTION 3-901, ET. SEQ.) AND THE PIMA COUNTY 7. (ARS SECTION 3-901, ET. SEQ.) AND THE PIMA COUNTY (ARS SECTION 3-901, ET. SEQ.) AND THE PIMA COUNTY (ARS SECTION 3-901, ET. SEQ.) AND THE PIMA COUNTY SECTION 3-901, ET. SEQ.) AND THE PIMA COUNTY SECTION 3-901, ET. SEQ.) AND THE PIMA COUNTY 3-901, ET. SEQ.) AND THE PIMA COUNTY 3-901, ET. SEQ.) AND THE PIMA COUNTY ET. SEQ.) AND THE PIMA COUNTY ET. SEQ.) AND THE PIMA COUNTY SEQ.) AND THE PIMA COUNTY SEQ.) AND THE PIMA COUNTY AND THE PIMA COUNTY AND THE PIMA COUNTY THE PIMA COUNTY THE PIMA COUNTY PIMA COUNTY PIMA COUNTY COUNTY COUNTY NATIVE PLANT PRESERVATION ORDINANCE. 5. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL COMPLY WITH ALL APPLICABLE OCCUPATIONAL COMPLY WITH ALL APPLICABLE OCCUPATIONAL WITH ALL APPLICABLE OCCUPATIONAL WITH ALL APPLICABLE OCCUPATIONAL ALL APPLICABLE OCCUPATIONAL ALL APPLICABLE OCCUPATIONAL APPLICABLE OCCUPATIONAL APPLICABLE OCCUPATIONAL OCCUPATIONAL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS, IN PARTICULAR AND HEALTH ADMINISTRATION REGULATIONS, IN PARTICULAR AND HEALTH ADMINISTRATION REGULATIONS, IN PARTICULAR HEALTH ADMINISTRATION REGULATIONS, IN PARTICULAR HEALTH ADMINISTRATION REGULATIONS, IN PARTICULAR ADMINISTRATION REGULATIONS, IN PARTICULAR ADMINISTRATION REGULATIONS, IN PARTICULAR REGULATIONS, IN PARTICULAR REGULATIONS, IN PARTICULAR IN PARTICULAR IN PARTICULAR PARTICULAR PARTICULAR SHORING OF TRENCHES. 6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY ALL THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY ALL CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY ALL CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY ALL SHALL OBTAIN ALL PERMITS REQUIRED BY ALL SHALL OBTAIN ALL PERMITS REQUIRED BY ALL OBTAIN ALL PERMITS REQUIRED BY ALL OBTAIN ALL PERMITS REQUIRED BY ALL ALL PERMITS REQUIRED BY ALL ALL PERMITS REQUIRED BY ALL PERMITS REQUIRED BY ALL PERMITS REQUIRED BY ALL REQUIRED BY ALL REQUIRED BY ALL BY ALL BY ALL ALL ALL GOVERNMENTAL AGENCIES. SINCE THIS PROJECT IS IN CITY OF TUCSON, AGENCIES. SINCE THIS PROJECT IS IN CITY OF TUCSON, AGENCIES. SINCE THIS PROJECT IS IN CITY OF TUCSON, SINCE THIS PROJECT IS IN CITY OF TUCSON, SINCE THIS PROJECT IS IN CITY OF TUCSON, THIS PROJECT IS IN CITY OF TUCSON, THIS PROJECT IS IN CITY OF TUCSON, PROJECT IS IN CITY OF TUCSON, PROJECT IS IN CITY OF TUCSON, IS IN CITY OF TUCSON, IS IN CITY OF TUCSON, IN CITY OF TUCSON, IN CITY OF TUCSON, CITY OF TUCSON, CITY OF TUCSON, OF TUCSON, OF TUCSON, TUCSON, TUCSON, THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A GRADING PERMIT, CONTRACTOR WILL BE REQUIRED TO OBTAIN A GRADING PERMIT, CONTRACTOR WILL BE REQUIRED TO OBTAIN A GRADING PERMIT, WILL BE REQUIRED TO OBTAIN A GRADING PERMIT, WILL BE REQUIRED TO OBTAIN A GRADING PERMIT, BE REQUIRED TO OBTAIN A GRADING PERMIT, BE REQUIRED TO OBTAIN A GRADING PERMIT, REQUIRED TO OBTAIN A GRADING PERMIT, REQUIRED TO OBTAIN A GRADING PERMIT, TO OBTAIN A GRADING PERMIT, TO OBTAIN A GRADING PERMIT, OBTAIN A GRADING PERMIT, OBTAIN A GRADING PERMIT, A GRADING PERMIT, A GRADING PERMIT, GRADING PERMIT, GRADING PERMIT, PERMIT, PERMIT, FLOODPLAIN USE PERMIT AND TRAFFIC CONTROL PERMIT FROM THE CITY USE PERMIT AND TRAFFIC CONTROL PERMIT FROM THE CITY USE PERMIT AND TRAFFIC CONTROL PERMIT FROM THE CITY PERMIT AND TRAFFIC CONTROL PERMIT FROM THE CITY PERMIT AND TRAFFIC CONTROL PERMIT FROM THE CITY AND TRAFFIC CONTROL PERMIT FROM THE CITY AND TRAFFIC CONTROL PERMIT FROM THE CITY TRAFFIC CONTROL PERMIT FROM THE CITY TRAFFIC CONTROL PERMIT FROM THE CITY CONTROL PERMIT FROM THE CITY CONTROL PERMIT FROM THE CITY PERMIT FROM THE CITY PERMIT FROM THE CITY FROM THE CITY FROM THE CITY THE CITY THE CITY CITY CITY PRIOR TO CONSTRUCTION. FOR WORK BEYOND THE SCOPE OF THESE TO CONSTRUCTION. FOR WORK BEYOND THE SCOPE OF THESE TO CONSTRUCTION. FOR WORK BEYOND THE SCOPE OF THESE CONSTRUCTION. FOR WORK BEYOND THE SCOPE OF THESE CONSTRUCTION. FOR WORK BEYOND THE SCOPE OF THESE FOR WORK BEYOND THE SCOPE OF THESE FOR WORK BEYOND THE SCOPE OF THESE FOR WORK BEYOND THE SCOPE OF THESE WORK BEYOND THE SCOPE OF THESE WORK BEYOND THE SCOPE OF THESE BEYOND THE SCOPE OF THESE BEYOND THE SCOPE OF THESE THE SCOPE OF THESE THE SCOPE OF THESE SCOPE OF THESE SCOPE OF THESE OF THESE OF THESE THESE THESE PROJECT LIMITS, PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL LIMITS, PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL LIMITS, PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL OR SPECIFICATIONS, THE CONTRACTOR SHALL OR SPECIFICATIONS, THE CONTRACTOR SHALL SPECIFICATIONS, THE CONTRACTOR SHALL SPECIFICATIONS, THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL OBTAIN A SEPARATE FLOODPLAIN AND/OR GRADING PERMIT PRIOR TO A SEPARATE FLOODPLAIN AND/OR GRADING PERMIT PRIOR TO A SEPARATE FLOODPLAIN AND/OR GRADING PERMIT PRIOR TO SEPARATE FLOODPLAIN AND/OR GRADING PERMIT PRIOR TO SEPARATE FLOODPLAIN AND/OR GRADING PERMIT PRIOR TO FLOODPLAIN AND/OR GRADING PERMIT PRIOR TO FLOODPLAIN AND/OR GRADING PERMIT PRIOR TO AND/OR GRADING PERMIT PRIOR TO AND/OR GRADING PERMIT PRIOR TO GRADING PERMIT PRIOR TO GRADING PERMIT PRIOR TO PERMIT PRIOR TO PERMIT PRIOR TO PRIOR TO PRIOR TO TO TO COMMENCING SUCH WORK. 7. SOILS INFORMATION WILL BE MADE AVAILABLE TO PROSPECTIVE BIDDERS. SOILS INFORMATION WILL BE MADE AVAILABLE TO PROSPECTIVE BIDDERS. INFORMATION WILL BE MADE AVAILABLE TO PROSPECTIVE BIDDERS. INFORMATION WILL BE MADE AVAILABLE TO PROSPECTIVE BIDDERS. WILL BE MADE AVAILABLE TO PROSPECTIVE BIDDERS. WILL BE MADE AVAILABLE TO PROSPECTIVE BIDDERS. BE MADE AVAILABLE TO PROSPECTIVE BIDDERS. BE MADE AVAILABLE TO PROSPECTIVE BIDDERS. MADE AVAILABLE TO PROSPECTIVE BIDDERS. MADE AVAILABLE TO PROSPECTIVE BIDDERS. AVAILABLE TO PROSPECTIVE BIDDERS. AVAILABLE TO PROSPECTIVE BIDDERS. TO PROSPECTIVE BIDDERS. TO PROSPECTIVE BIDDERS. PROSPECTIVE BIDDERS. PROSPECTIVE BIDDERS. BIDDERS. BIDDERS. SOILS INFORMATION SO PROVIDED SHALL BE FOR INFORMATION PURPOSES INFORMATION SO PROVIDED SHALL BE FOR INFORMATION PURPOSES INFORMATION SO PROVIDED SHALL BE FOR INFORMATION PURPOSES SO PROVIDED SHALL BE FOR INFORMATION PURPOSES SO PROVIDED SHALL BE FOR INFORMATION PURPOSES PROVIDED SHALL BE FOR INFORMATION PURPOSES PROVIDED SHALL BE FOR INFORMATION PURPOSES SHALL BE FOR INFORMATION PURPOSES SHALL BE FOR INFORMATION PURPOSES BE FOR INFORMATION PURPOSES BE FOR INFORMATION PURPOSES FOR INFORMATION PURPOSES FOR INFORMATION PURPOSES INFORMATION PURPOSES INFORMATION PURPOSES PURPOSES PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PART OF THE CONTRACT AND IS NOT TO BE CONSIDERED A PART OF THE CONTRACT AND IS NOT TO BE CONSIDERED A PART OF THE CONTRACT IS NOT TO BE CONSIDERED A PART OF THE CONTRACT IS NOT TO BE CONSIDERED A PART OF THE CONTRACT NOT TO BE CONSIDERED A PART OF THE CONTRACT NOT TO BE CONSIDERED A PART OF THE CONTRACT TO BE CONSIDERED A PART OF THE CONTRACT TO BE CONSIDERED A PART OF THE CONTRACT BE CONSIDERED A PART OF THE CONTRACT BE CONSIDERED A PART OF THE CONTRACT CONSIDERED A PART OF THE CONTRACT CONSIDERED A PART OF THE CONTRACT A PART OF THE CONTRACT A PART OF THE CONTRACT PART OF THE CONTRACT PART OF THE CONTRACT OF THE CONTRACT OF THE CONTRACT THE CONTRACT THE CONTRACT CONTRACT CONTRACT DOCUMENTS. THIS INFORMATION WAS DEVELOPED AS ACCURATELY AS THIS INFORMATION WAS DEVELOPED AS ACCURATELY AS THIS INFORMATION WAS DEVELOPED AS ACCURATELY AS THIS INFORMATION WAS DEVELOPED AS ACCURATELY AS INFORMATION WAS DEVELOPED AS ACCURATELY AS INFORMATION WAS DEVELOPED AS ACCURATELY AS INFORMATION WAS DEVELOPED AS ACCURATELY AS WAS DEVELOPED AS ACCURATELY AS WAS DEVELOPED AS ACCURATELY AS DEVELOPED AS ACCURATELY AS DEVELOPED AS ACCURATELY AS AS ACCURATELY AS AS ACCURATELY AS ACCURATELY AS ACCURATELY AS AS AS POSSIBLE BY UTILIZING STANDARD METHODS. PIMA COUNTY ACCEPTS NO BY UTILIZING STANDARD METHODS. PIMA COUNTY ACCEPTS NO BY UTILIZING STANDARD METHODS. PIMA COUNTY ACCEPTS NO UTILIZING STANDARD METHODS. PIMA COUNTY ACCEPTS NO UTILIZING STANDARD METHODS. PIMA COUNTY ACCEPTS NO STANDARD METHODS. PIMA COUNTY ACCEPTS NO STANDARD METHODS. PIMA COUNTY ACCEPTS NO METHODS. PIMA COUNTY ACCEPTS NO METHODS. PIMA COUNTY ACCEPTS NO PIMA COUNTY ACCEPTS NO PIMA COUNTY ACCEPTS NO PIMA COUNTY ACCEPTS NO COUNTY ACCEPTS NO COUNTY ACCEPTS NO ACCEPTS NO ACCEPTS NO NO NO RESPONSIBILITY FOR ANY CONDITIONS ENCOUNTERED WHICH VARY FROM FOR ANY CONDITIONS ENCOUNTERED WHICH VARY FROM FOR ANY CONDITIONS ENCOUNTERED WHICH VARY FROM ANY CONDITIONS ENCOUNTERED WHICH VARY FROM ANY CONDITIONS ENCOUNTERED WHICH VARY FROM CONDITIONS ENCOUNTERED WHICH VARY FROM CONDITIONS ENCOUNTERED WHICH VARY FROM ENCOUNTERED WHICH VARY FROM ENCOUNTERED WHICH VARY FROM WHICH VARY FROM WHICH VARY FROM VARY FROM VARY FROM FROM FROM INFORMATION PROVIDED. 8. CONTOUR LINES ON THE GRADING PLAN ARE TO USED FOR ROUGH CONTOUR LINES ON THE GRADING PLAN ARE TO USED FOR ROUGH LINES ON THE GRADING PLAN ARE TO USED FOR ROUGH LINES ON THE GRADING PLAN ARE TO USED FOR ROUGH ON THE GRADING PLAN ARE TO USED FOR ROUGH ON THE GRADING PLAN ARE TO USED FOR ROUGH THE GRADING PLAN ARE TO USED FOR ROUGH THE GRADING PLAN ARE TO USED FOR ROUGH GRADING PLAN ARE TO USED FOR ROUGH GRADING PLAN ARE TO USED FOR ROUGH PLAN ARE TO USED FOR ROUGH PLAN ARE TO USED FOR ROUGH ARE TO USED FOR ROUGH ARE TO USED FOR ROUGH TO USED FOR ROUGH TO USED FOR ROUGH USED FOR ROUGH USED FOR ROUGH FOR ROUGH FOR ROUGH ROUGH ROUGH GRADING. SPECIFIC SPOT ELEVATIONS ARE TO BE USED FOR FINAL SPECIFIC SPOT ELEVATIONS ARE TO BE USED FOR FINAL SPECIFIC SPOT ELEVATIONS ARE TO BE USED FOR FINAL SPOT ELEVATIONS ARE TO BE USED FOR FINAL SPOT ELEVATIONS ARE TO BE USED FOR FINAL ELEVATIONS ARE TO BE USED FOR FINAL ELEVATIONS ARE TO BE USED FOR FINAL ARE TO BE USED FOR FINAL ARE TO BE USED FOR FINAL TO BE USED FOR FINAL TO BE USED FOR FINAL BE USED FOR FINAL BE USED FOR FINAL USED FOR FINAL USED FOR FINAL FOR FINAL FOR FINAL FINAL FINAL GRADING AND CONSTRUCTION. 9. THE CONTRACTOR SHALL PRESERVE ALL STAKES SET FOR THE LINES, THE CONTRACTOR SHALL PRESERVE ALL STAKES SET FOR THE LINES, CONTRACTOR SHALL PRESERVE ALL STAKES SET FOR THE LINES, CONTRACTOR SHALL PRESERVE ALL STAKES SET FOR THE LINES, SHALL PRESERVE ALL STAKES SET FOR THE LINES, SHALL PRESERVE ALL STAKES SET FOR THE LINES, PRESERVE ALL STAKES SET FOR THE LINES, PRESERVE ALL STAKES SET FOR THE LINES, ALL STAKES SET FOR THE LINES, ALL STAKES SET FOR THE LINES, STAKES SET FOR THE LINES, STAKES SET FOR THE LINES, SET FOR THE LINES, SET FOR THE LINES, FOR THE LINES, FOR THE LINES, THE LINES, THE LINES, LINES, LINES, LEVELS OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL OF THE WORK IN THEIR PROPER PLACES UNTIL OF THE WORK IN THEIR PROPER PLACES UNTIL THE WORK IN THEIR PROPER PLACES UNTIL THE WORK IN THEIR PROPER PLACES UNTIL WORK IN THEIR PROPER PLACES UNTIL WORK IN THEIR PROPER PLACES UNTIL IN THEIR PROPER PLACES UNTIL IN THEIR PROPER PLACES UNTIL THEIR PROPER PLACES UNTIL THEIR PROPER PLACES UNTIL PROPER PLACES UNTIL PROPER PLACES UNTIL PLACES UNTIL PLACES UNTIL UNTIL UNTIL AUTHORIZED TO REMOVE THEM BY THE OWNER OR HIS REPRESENTATIVE. TO REMOVE THEM BY THE OWNER OR HIS REPRESENTATIVE. TO REMOVE THEM BY THE OWNER OR HIS REPRESENTATIVE. REMOVE THEM BY THE OWNER OR HIS REPRESENTATIVE. REMOVE THEM BY THE OWNER OR HIS REPRESENTATIVE. THEM BY THE OWNER OR HIS REPRESENTATIVE. THEM BY THE OWNER OR HIS REPRESENTATIVE. BY THE OWNER OR HIS REPRESENTATIVE. BY THE OWNER OR HIS REPRESENTATIVE. THE OWNER OR HIS REPRESENTATIVE. THE OWNER OR HIS REPRESENTATIVE. OWNER OR HIS REPRESENTATIVE. OWNER OR HIS REPRESENTATIVE. OR HIS REPRESENTATIVE. OR HIS REPRESENTATIVE. HIS REPRESENTATIVE. HIS REPRESENTATIVE. REPRESENTATIVE. REPRESENTATIVE. ANY EXPENSE INCURRED IN REPLACING ANY STAKES WHICH THE EXPENSE INCURRED IN REPLACING ANY STAKES WHICH THE EXPENSE INCURRED IN REPLACING ANY STAKES WHICH THE INCURRED IN REPLACING ANY STAKES WHICH THE INCURRED IN REPLACING ANY STAKES WHICH THE IN REPLACING ANY STAKES WHICH THE IN REPLACING ANY STAKES WHICH THE REPLACING ANY STAKES WHICH THE REPLACING ANY STAKES WHICH THE ANY STAKES WHICH THE ANY STAKES WHICH THE STAKES WHICH THE STAKES WHICH THE WHICH THE WHICH THE THE THE CONTRACTOR OR HIS SUBORDINATES MAY HAVE FAILED TO PRESERVE OR HIS SUBORDINATES MAY HAVE FAILED TO PRESERVE OR HIS SUBORDINATES MAY HAVE FAILED TO PRESERVE HIS SUBORDINATES MAY HAVE FAILED TO PRESERVE HIS SUBORDINATES MAY HAVE FAILED TO PRESERVE SUBORDINATES MAY HAVE FAILED TO PRESERVE SUBORDINATES MAY HAVE FAILED TO PRESERVE MAY HAVE FAILED TO PRESERVE MAY HAVE FAILED TO PRESERVE HAVE FAILED TO PRESERVE HAVE FAILED TO PRESERVE FAILED TO PRESERVE FAILED TO PRESERVE TO PRESERVE TO PRESERVE PRESERVE PRESERVE SHALL BE CHARGED TO THE CONTRACTOR. 10. EXISTING VEGETATION BEYOND THE LIMITS OF GRADING WILL BE EXISTING VEGETATION BEYOND THE LIMITS OF GRADING WILL BE VEGETATION BEYOND THE LIMITS OF GRADING WILL BE VEGETATION BEYOND THE LIMITS OF GRADING WILL BE BEYOND THE LIMITS OF GRADING WILL BE BEYOND THE LIMITS OF GRADING WILL BE THE LIMITS OF GRADING WILL BE THE LIMITS OF GRADING WILL BE LIMITS OF GRADING WILL BE LIMITS OF GRADING WILL BE OF GRADING WILL BE OF GRADING WILL BE GRADING WILL BE GRADING WILL BE WILL BE WILL BE BE BE PRESERVED IN PLACE. PRIOR TO GRADING, THE CONTRACTOR SHALL IN PLACE. PRIOR TO GRADING, THE CONTRACTOR SHALL IN PLACE. PRIOR TO GRADING, THE CONTRACTOR SHALL PLACE. PRIOR TO GRADING, THE CONTRACTOR SHALL PLACE. PRIOR TO GRADING, THE CONTRACTOR SHALL PRIOR TO GRADING, THE CONTRACTOR SHALL PRIOR TO GRADING, THE CONTRACTOR SHALL TO GRADING, THE CONTRACTOR SHALL TO GRADING, THE CONTRACTOR SHALL GRADING, THE CONTRACTOR SHALL GRADING, THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL STAKE THE GRADING LIMITS AND CONDUCT A FIELD VISIT WITH THE THE GRADING LIMITS AND CONDUCT A FIELD VISIT WITH THE THE GRADING LIMITS AND CONDUCT A FIELD VISIT WITH THE GRADING LIMITS AND CONDUCT A FIELD VISIT WITH THE GRADING LIMITS AND CONDUCT A FIELD VISIT WITH THE LIMITS AND CONDUCT A FIELD VISIT WITH THE LIMITS AND CONDUCT A FIELD VISIT WITH THE AND CONDUCT A FIELD VISIT WITH THE AND CONDUCT A FIELD VISIT WITH THE CONDUCT A FIELD VISIT WITH THE CONDUCT A FIELD VISIT WITH THE A FIELD VISIT WITH THE A FIELD VISIT WITH THE FIELD VISIT WITH THE FIELD VISIT WITH THE VISIT WITH THE VISIT WITH THE WITH THE WITH THE THE THE ENGINEER AT WHICH TIME EXISTING VEGETATION THAT IS TO BE AT WHICH TIME EXISTING VEGETATION THAT IS TO BE AT WHICH TIME EXISTING VEGETATION THAT IS TO BE WHICH TIME EXISTING VEGETATION THAT IS TO BE WHICH TIME EXISTING VEGETATION THAT IS TO BE TIME EXISTING VEGETATION THAT IS TO BE TIME EXISTING VEGETATION THAT IS TO BE EXISTING VEGETATION THAT IS TO BE EXISTING VEGETATION THAT IS TO BE VEGETATION THAT IS TO BE VEGETATION THAT IS TO BE THAT IS TO BE THAT IS TO BE IS TO BE IS TO BE TO BE TO BE BE BE PRESERVED IN PLACE SHALL BE AGREED UPON AND CLEARLY MARKED. IN PLACE SHALL BE AGREED UPON AND CLEARLY MARKED. IN PLACE SHALL BE AGREED UPON AND CLEARLY MARKED. PLACE SHALL BE AGREED UPON AND CLEARLY MARKED. PLACE SHALL BE AGREED UPON AND CLEARLY MARKED. SHALL BE AGREED UPON AND CLEARLY MARKED. SHALL BE AGREED UPON AND CLEARLY MARKED. BE AGREED UPON AND CLEARLY MARKED. BE AGREED UPON AND CLEARLY MARKED. AGREED UPON AND CLEARLY MARKED. AGREED UPON AND CLEARLY MARKED. UPON AND CLEARLY MARKED. UPON AND CLEARLY MARKED. AND CLEARLY MARKED. AND CLEARLY MARKED. CLEARLY MARKED. CLEARLY MARKED. MARKED. MARKED. EXISTING VEGETATION OUTSIDE THE LIMITS OF GRADING THAT IS DAMAGED VEGETATION OUTSIDE THE LIMITS OF GRADING THAT IS DAMAGED VEGETATION OUTSIDE THE LIMITS OF GRADING THAT IS DAMAGED OUTSIDE THE LIMITS OF GRADING THAT IS DAMAGED OUTSIDE THE LIMITS OF GRADING THAT IS DAMAGED THE LIMITS OF GRADING THAT IS DAMAGED THE LIMITS OF GRADING THAT IS DAMAGED LIMITS OF GRADING THAT IS DAMAGED LIMITS OF GRADING THAT IS DAMAGED OF GRADING THAT IS DAMAGED OF GRADING THAT IS DAMAGED GRADING THAT IS DAMAGED GRADING THAT IS DAMAGED THAT IS DAMAGED THAT IS DAMAGED IS DAMAGED IS DAMAGED DAMAGED DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED BY THE CONTRACTOR CONSTRUCTION ACTIVITIES SHALL BE REPLACED BY THE CONTRACTOR CONSTRUCTION ACTIVITIES SHALL BE REPLACED BY THE CONTRACTOR ACTIVITIES SHALL BE REPLACED BY THE CONTRACTOR ACTIVITIES SHALL BE REPLACED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR BE REPLACED BY THE CONTRACTOR BE REPLACED BY THE CONTRACTOR REPLACED BY THE CONTRACTOR REPLACED BY THE CONTRACTOR BY THE CONTRACTOR BY THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. DAMAGED VEGETATION SHALL NO ADDITIONAL EXPENSE TO THE OWNER. DAMAGED VEGETATION SHALL NO ADDITIONAL EXPENSE TO THE OWNER. DAMAGED VEGETATION SHALL ADDITIONAL EXPENSE TO THE OWNER. DAMAGED VEGETATION SHALL ADDITIONAL EXPENSE TO THE OWNER. DAMAGED VEGETATION SHALL EXPENSE TO THE OWNER. DAMAGED VEGETATION SHALL EXPENSE TO THE OWNER. DAMAGED VEGETATION SHALL TO THE OWNER. DAMAGED VEGETATION SHALL TO THE OWNER. DAMAGED VEGETATION SHALL THE OWNER. DAMAGED VEGETATION SHALL THE OWNER. DAMAGED VEGETATION SHALL OWNER. DAMAGED VEGETATION SHALL OWNER. DAMAGED VEGETATION SHALL DAMAGED VEGETATION SHALL DAMAGED VEGETATION SHALL VEGETATION SHALL VEGETATION SHALL SHALL SHALL BE REPLACED WITH THE SAME SPECIES AND AT THE SAME SIZE OR REPLACED WITH THE SAME SPECIES AND AT THE SAME SIZE OR REPLACED WITH THE SAME SPECIES AND AT THE SAME SIZE OR WITH THE SAME SPECIES AND AT THE SAME SIZE OR WITH THE SAME SPECIES AND AT THE SAME SIZE OR THE SAME SPECIES AND AT THE SAME SIZE OR THE SAME SPECIES AND AT THE SAME SIZE OR SAME SPECIES AND AT THE SAME SIZE OR SAME SPECIES AND AT THE SAME SIZE OR SPECIES AND AT THE SAME SIZE OR SPECIES AND AT THE SAME SIZE OR AND AT THE SAME SIZE OR AND AT THE SAME SIZE OR AT THE SAME SIZE OR AT THE SAME SIZE OR THE SAME SIZE OR THE SAME SIZE OR SAME SIZE OR SAME SIZE OR SIZE OR SIZE OR OR OR LARGER. ADDITIONALLY, VEGETATION WITHIN THE GRADING LIMITS WHICH ADDITIONALLY, VEGETATION WITHIN THE GRADING LIMITS WHICH ADDITIONALLY, VEGETATION WITHIN THE GRADING LIMITS WHICH ADDITIONALLY, VEGETATION WITHIN THE GRADING LIMITS WHICH VEGETATION WITHIN THE GRADING LIMITS WHICH VEGETATION WITHIN THE GRADING LIMITS WHICH WITHIN THE GRADING LIMITS WHICH WITHIN THE GRADING LIMITS WHICH THE GRADING LIMITS WHICH THE GRADING LIMITS WHICH GRADING LIMITS WHICH GRADING LIMITS WHICH LIMITS WHICH LIMITS WHICH WHICH WHICH CAN BE PROTECTED IN PLACE WITH REASONABLE EFFORT, IS NOT IN BE PROTECTED IN PLACE WITH REASONABLE EFFORT, IS NOT IN BE PROTECTED IN PLACE WITH REASONABLE EFFORT, IS NOT IN PROTECTED IN PLACE WITH REASONABLE EFFORT, IS NOT IN PROTECTED IN PLACE WITH REASONABLE EFFORT, IS NOT IN IN PLACE WITH REASONABLE EFFORT, IS NOT IN IN PLACE WITH REASONABLE EFFORT, IS NOT IN PLACE WITH REASONABLE EFFORT, IS NOT IN PLACE WITH REASONABLE EFFORT, IS NOT IN WITH REASONABLE EFFORT, IS NOT IN WITH REASONABLE EFFORT, IS NOT IN REASONABLE EFFORT, IS NOT IN REASONABLE EFFORT, IS NOT IN EFFORT, IS NOT IN EFFORT, IS NOT IN IS NOT IN IS NOT IN NOT IN NOT IN IN IN CONFLICT WITH PROPOSED IMPROVEMENTS, AND DOES NOT POSE A WITH PROPOSED IMPROVEMENTS, AND DOES NOT POSE A WITH PROPOSED IMPROVEMENTS, AND DOES NOT POSE A PROPOSED IMPROVEMENTS, AND DOES NOT POSE A PROPOSED IMPROVEMENTS, AND DOES NOT POSE A IMPROVEMENTS, AND DOES NOT POSE A IMPROVEMENTS, AND DOES NOT POSE A AND DOES NOT POSE A AND DOES NOT POSE A DOES NOT POSE A DOES NOT POSE A NOT POSE A NOT POSE A POSE A POSE A A A SIGNIFICANT IMPEDIMENT TO CONSTRUCTION ACTIVITIES SHALL BE IMPEDIMENT TO CONSTRUCTION ACTIVITIES SHALL BE IMPEDIMENT TO CONSTRUCTION ACTIVITIES SHALL BE TO CONSTRUCTION ACTIVITIES SHALL BE TO CONSTRUCTION ACTIVITIES SHALL BE CONSTRUCTION ACTIVITIES SHALL BE CONSTRUCTION ACTIVITIES SHALL BE ACTIVITIES SHALL BE ACTIVITIES SHALL BE SHALL BE SHALL BE BE BE IDENTIFIED PRIOR TO COMMENCEMENT OF GRADING ACTIVITIES AND PRIOR TO COMMENCEMENT OF GRADING ACTIVITIES AND PRIOR TO COMMENCEMENT OF GRADING ACTIVITIES AND TO COMMENCEMENT OF GRADING ACTIVITIES AND TO COMMENCEMENT OF GRADING ACTIVITIES AND COMMENCEMENT OF GRADING ACTIVITIES AND COMMENCEMENT OF GRADING ACTIVITIES AND OF GRADING ACTIVITIES AND OF GRADING ACTIVITIES AND GRADING ACTIVITIES AND GRADING ACTIVITIES AND ACTIVITIES AND ACTIVITIES AND AND AND MARKED ACCORDINGLY.
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GENERAL NOTES:
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HORIZONTAL CONTROL
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THIS PROJECT UTILIZES THE ARIZONA COORDINATE SYSTEM, 1983 (ACS 83), PROJECT UTILIZES THE ARIZONA COORDINATE SYSTEM, 1983 (ACS 83), PROJECT UTILIZES THE ARIZONA COORDINATE SYSTEM, 1983 (ACS 83), UTILIZES THE ARIZONA COORDINATE SYSTEM, 1983 (ACS 83), UTILIZES THE ARIZONA COORDINATE SYSTEM, 1983 (ACS 83), THE ARIZONA COORDINATE SYSTEM, 1983 (ACS 83), THE ARIZONA COORDINATE SYSTEM, 1983 (ACS 83), ARIZONA COORDINATE SYSTEM, 1983 (ACS 83), ARIZONA COORDINATE SYSTEM, 1983 (ACS 83), COORDINATE SYSTEM, 1983 (ACS 83), COORDINATE SYSTEM, 1983 (ACS 83), SYSTEM, 1983 (ACS 83), SYSTEM, 1983 (ACS 83), 1983 (ACS 83), 1983 (ACS 83), (ACS 83), (ACS 83), 83), 83), NAD83 (HARN 92), INTERNATIONAL FEET, AND IS LOCATED IN THE CENTRAL (HARN 92), INTERNATIONAL FEET, AND IS LOCATED IN THE CENTRAL (HARN 92), INTERNATIONAL FEET, AND IS LOCATED IN THE CENTRAL 92), INTERNATIONAL FEET, AND IS LOCATED IN THE CENTRAL 92), INTERNATIONAL FEET, AND IS LOCATED IN THE CENTRAL INTERNATIONAL FEET, AND IS LOCATED IN THE CENTRAL INTERNATIONAL FEET, AND IS LOCATED IN THE CENTRAL FEET, AND IS LOCATED IN THE CENTRAL FEET, AND IS LOCATED IN THE CENTRAL AND IS LOCATED IN THE CENTRAL AND IS LOCATED IN THE CENTRAL IS LOCATED IN THE CENTRAL IS LOCATED IN THE CENTRAL LOCATED IN THE CENTRAL LOCATED IN THE CENTRAL IN THE CENTRAL IN THE CENTRAL THE CENTRAL THE CENTRAL CENTRAL CENTRAL ZONE. THE CONTROL NETWORK WAS SURVEYED IN MAY, 2018 USING TRIMBLE THE CONTROL NETWORK WAS SURVEYED IN MAY, 2018 USING TRIMBLE THE CONTROL NETWORK WAS SURVEYED IN MAY, 2018 USING TRIMBLE CONTROL NETWORK WAS SURVEYED IN MAY, 2018 USING TRIMBLE CONTROL NETWORK WAS SURVEYED IN MAY, 2018 USING TRIMBLE NETWORK WAS SURVEYED IN MAY, 2018 USING TRIMBLE NETWORK WAS SURVEYED IN MAY, 2018 USING TRIMBLE WAS SURVEYED IN MAY, 2018 USING TRIMBLE WAS SURVEYED IN MAY, 2018 USING TRIMBLE SURVEYED IN MAY, 2018 USING TRIMBLE SURVEYED IN MAY, 2018 USING TRIMBLE IN MAY, 2018 USING TRIMBLE IN MAY, 2018 USING TRIMBLE MAY, 2018 USING TRIMBLE MAY, 2018 USING TRIMBLE 2018 USING TRIMBLE 2018 USING TRIMBLE USING TRIMBLE USING TRIMBLE TRIMBLE TRIMBLE GPS UNITS UTILIZING RTK METHODS AND INCORPORATED THE FOLLOWING UNITS UTILIZING RTK METHODS AND INCORPORATED THE FOLLOWING UNITS UTILIZING RTK METHODS AND INCORPORATED THE FOLLOWING UTILIZING RTK METHODS AND INCORPORATED THE FOLLOWING UTILIZING RTK METHODS AND INCORPORATED THE FOLLOWING RTK METHODS AND INCORPORATED THE FOLLOWING RTK METHODS AND INCORPORATED THE FOLLOWING METHODS AND INCORPORATED THE FOLLOWING METHODS AND INCORPORATED THE FOLLOWING AND INCORPORATED THE FOLLOWING AND INCORPORATED THE FOLLOWING INCORPORATED THE FOLLOWING INCORPORATED THE FOLLOWING THE FOLLOWING THE FOLLOWING FOLLOWING FOLLOWING CONTROL POINTS: STATION (REFERENCE) (REFERENCE) J09 (PIMA CTY. OPUS CTRL.) * PRIMARY CONTROL POINT (PIMA CTY. OPUS CTRL.) * PRIMARY CONTROL POINT * PRIMARY CONTROL POINT G05 (PIMA CTY. OPUS CTRL.) (PIMA CTY. OPUS CTRL.) NN 121 CZ2524 (NGS) CZ2524 (NGS) H 140 CZ0522 (NGS) CZ0522 (NGS) SURFACE COORDINATES AND/OR DISTANCES WERE COMPUTED FROM THE ACS COORDINATES AND/OR DISTANCES WERE COMPUTED FROM THE ACS COORDINATES AND/OR DISTANCES WERE COMPUTED FROM THE ACS AND/OR DISTANCES WERE COMPUTED FROM THE ACS AND/OR DISTANCES WERE COMPUTED FROM THE ACS DISTANCES WERE COMPUTED FROM THE ACS DISTANCES WERE COMPUTED FROM THE ACS WERE COMPUTED FROM THE ACS WERE COMPUTED FROM THE ACS COMPUTED FROM THE ACS COMPUTED FROM THE ACS FROM THE ACS FROM THE ACS THE ACS THE ACS ACS ACS 83 COORDINATES BY APPLYING A PROJECT SPECIFIC GRID TO A SURFACE COORDINATES BY APPLYING A PROJECT SPECIFIC GRID TO A SURFACE COORDINATES BY APPLYING A PROJECT SPECIFIC GRID TO A SURFACE BY APPLYING A PROJECT SPECIFIC GRID TO A SURFACE BY APPLYING A PROJECT SPECIFIC GRID TO A SURFACE APPLYING A PROJECT SPECIFIC GRID TO A SURFACE APPLYING A PROJECT SPECIFIC GRID TO A SURFACE A PROJECT SPECIFIC GRID TO A SURFACE A PROJECT SPECIFIC GRID TO A SURFACE PROJECT SPECIFIC GRID TO A SURFACE PROJECT SPECIFIC GRID TO A SURFACE SPECIFIC GRID TO A SURFACE SPECIFIC GRID TO A SURFACE GRID TO A SURFACE GRID TO A SURFACE TO A SURFACE TO A SURFACE A SURFACE A SURFACE SURFACE SURFACE COMBINED ELEVATION AND SCALE FACTOR (CF) AT A CENTRAL POINT ELEVATION AND SCALE FACTOR (CF) AT A CENTRAL POINT ELEVATION AND SCALE FACTOR (CF) AT A CENTRAL POINT AND SCALE FACTOR (CF) AT A CENTRAL POINT AND SCALE FACTOR (CF) AT A CENTRAL POINT SCALE FACTOR (CF) AT A CENTRAL POINT SCALE FACTOR (CF) AT A CENTRAL POINT FACTOR (CF) AT A CENTRAL POINT FACTOR (CF) AT A CENTRAL POINT (CF) AT A CENTRAL POINT (CF) AT A CENTRAL POINT AT A CENTRAL POINT AT A CENTRAL POINT A CENTRAL POINT A CENTRAL POINT CENTRAL POINT CENTRAL POINT POINT POINT (NCP/ECP); COORDINATES WERE NOT TRUNCATED: NP LOC = (NP ACS83 - NCP ACS83) * CF + NCP ACS83 EP LOC = (EP ACS83 - ECP ACS83) * CF + ECP ACS83 WHERE: NP LOC = LOCAL NORTH NP ACS83 = ACS 83 NORTH NP LOC = LOCAL NORTH NP ACS83 = ACS 83 NORTH NP ACS83 = ACS 83 NORTH NCP ACS83 = ACS 83 AT CENTRAL POINT EP LOC = LOCAL EAST EP ACS83 = ACS 83 EAST EP ACS83 = ACS 83 EAST ECP ACS83 = ACS 83 AT CENTRAL POINT COMBINED FACTOR (CF) = 1.0001278096 N 508803.790 (ACS83) E 942315.108 (ACS83) *CENTRAL POINTE 942315.108 (ACS83) *CENTRAL POINT(ACS83) *CENTRAL POINT*CENTRAL POINT
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The vertical datum for this project is the North American Vertical Datum, 1988 (NAVD88). The bench marks used for this project were: Station Reference Elevation Reference Elevation Elevation H 140 CZ0522 (NGS) 2089.95 CZ0522 (NGS) 2089.95 2089.95 B 424 CZ1431 (NGS) 2073.34 * Project Benchmark CZ1431 (NGS) 2073.34 * Project Benchmark 2073.34 * Project Benchmark * Project Benchmark Note: Orthometric heights (elevations) were derived from GPS ellipsoid height measurements and the application of a high-resolution hybrid geoid model, Geoid 12A.
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VERTICAL CONTROL
Call 811 or click Arizona811.com
Contact Arizona 811 at least two fullworking days before you begin excavation
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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EL RIO PRESERVE
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
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NO.
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DATE
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(520) 292-2300 (520) 292-1290 (FAX)
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Tucson, Arizona 85705
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333 E. Wetmore Road, Suite 450
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T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Cover Sheet And Notes\NT1-2.dwg GN2 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:09:19 PM
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PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
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KL
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DATE
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CR/KL
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CR
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4/2019
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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50% SUBMITTAL NOT FOR CONSTRUCTION
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APPROXIMATE EARTHWORK QUANTITIES*
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SOIL CEMENT QUANTITIES
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SOIL CEMENT (IN-PLACE)
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52498
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SHRINKAGE AND SCREENING ADJUSTMENT (15%)
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7875
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NEAT LINE AND TRIMMING ADJUSTMENT (7%)
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3675
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REQUIRED AGGREGATE FOR SOIL CEMENT
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64048
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BACKFILL QUANTITIES
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EMBANKMENT AND GENERAL BACKFILL (IN-PLACE)
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700
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SHRINKAGE AND SCREENING ADJUSTMENT (10%)
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70
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REQUIRED AGGREGATE FOR BACKFILL
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770
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TOTAL REQUIRED AGGREGATE
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64818
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AGGREGATE SOURCES
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DRAINAGE EXCAVATION
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36262
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STRUCTURAL EXCAVATION
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38341
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TOTAL AVAILABLE AGGREGATE
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74603
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*ALL QUANTITIES IN CUBIC YARDS IN PLACE
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GN2
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GN2
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GENERAL NOTES
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N/A
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N/A
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OHE
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8" S
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LEGEND
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LIGHT POLE
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SECTION CORNERS
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FEATURE
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EXISTING
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NEW
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2 1 11 12
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100
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HORIZ./VERT. CONTROL POINT
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SANITARY SEWER
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OVERHEAD ELECTRIC LINE
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FLOW ARROW
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FINISHED GRADE
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FG
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W
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WATER MAIN & VALVE
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BSG
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GAS MAIN (BLUESTAKE)
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IRRIGATION CONTROL VALVE
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IV
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ELECTRICAL BOX
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ECB
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TRAFFIC SIGNAL
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TS
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SIGNAL LIGHT
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SL
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ELECTRIC METER
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EM
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WATER METER BOX
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2965
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CONTOUR LINE
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2965
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BSE
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UNDERGROUND ELECTRIC LINE (BLUESTAKE)
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EARTHWORK QUANTITIES
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3
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NOTE: THE QUANTITIES ABOVE ARE APPROXIMATE AND MAY VARY SIGNIFICANTLY THE QUANTITIES ABOVE ARE APPROXIMATE AND MAY VARY SIGNIFICANTLY THE QUANTITIES ABOVE ARE APPROXIMATE AND MAY VARY SIGNIFICANTLY QUANTITIES ABOVE ARE APPROXIMATE AND MAY VARY SIGNIFICANTLY QUANTITIES ABOVE ARE APPROXIMATE AND MAY VARY SIGNIFICANTLY ABOVE ARE APPROXIMATE AND MAY VARY SIGNIFICANTLY ABOVE ARE APPROXIMATE AND MAY VARY SIGNIFICANTLY ARE APPROXIMATE AND MAY VARY SIGNIFICANTLY ARE APPROXIMATE AND MAY VARY SIGNIFICANTLY APPROXIMATE AND MAY VARY SIGNIFICANTLY APPROXIMATE AND MAY VARY SIGNIFICANTLY AND MAY VARY SIGNIFICANTLY AND MAY VARY SIGNIFICANTLY MAY VARY SIGNIFICANTLY MAY VARY SIGNIFICANTLY VARY SIGNIFICANTLY VARY SIGNIFICANTLY SIGNIFICANTLY SIGNIFICANTLY DEPENDING ON FIELD CONDITIONS AND THE PRECISE NATURE OF THE MATERIAL ON FIELD CONDITIONS AND THE PRECISE NATURE OF THE MATERIAL ON FIELD CONDITIONS AND THE PRECISE NATURE OF THE MATERIAL FIELD CONDITIONS AND THE PRECISE NATURE OF THE MATERIAL FIELD CONDITIONS AND THE PRECISE NATURE OF THE MATERIAL CONDITIONS AND THE PRECISE NATURE OF THE MATERIAL CONDITIONS AND THE PRECISE NATURE OF THE MATERIAL AND THE PRECISE NATURE OF THE MATERIAL AND THE PRECISE NATURE OF THE MATERIAL THE PRECISE NATURE OF THE MATERIAL THE PRECISE NATURE OF THE MATERIAL PRECISE NATURE OF THE MATERIAL PRECISE NATURE OF THE MATERIAL NATURE OF THE MATERIAL NATURE OF THE MATERIAL OF THE MATERIAL OF THE MATERIAL THE MATERIAL THE MATERIAL MATERIAL MATERIAL ENCOUNTERED DURING CONSTRUCTION. GEOTECHNICAL ANALYSIS WAS COMPLETED ON DURING CONSTRUCTION. GEOTECHNICAL ANALYSIS WAS COMPLETED ON DURING CONSTRUCTION. GEOTECHNICAL ANALYSIS WAS COMPLETED ON CONSTRUCTION. GEOTECHNICAL ANALYSIS WAS COMPLETED ON CONSTRUCTION. GEOTECHNICAL ANALYSIS WAS COMPLETED ON GEOTECHNICAL ANALYSIS WAS COMPLETED ON GEOTECHNICAL ANALYSIS WAS COMPLETED ON ANALYSIS WAS COMPLETED ON ANALYSIS WAS COMPLETED ON WAS COMPLETED ON WAS COMPLETED ON COMPLETED ON COMPLETED ON ON ON MATERIALS WITHIN THE PROJECT LIMITS. HOWEVER, THE RESULTS OF THE ANALYSIS AS WITHIN THE PROJECT LIMITS. HOWEVER, THE RESULTS OF THE ANALYSIS AS WITHIN THE PROJECT LIMITS. HOWEVER, THE RESULTS OF THE ANALYSIS AS THE PROJECT LIMITS. HOWEVER, THE RESULTS OF THE ANALYSIS AS THE PROJECT LIMITS. HOWEVER, THE RESULTS OF THE ANALYSIS AS PROJECT LIMITS. HOWEVER, THE RESULTS OF THE ANALYSIS AS PROJECT LIMITS. HOWEVER, THE RESULTS OF THE ANALYSIS AS LIMITS. HOWEVER, THE RESULTS OF THE ANALYSIS AS LIMITS. HOWEVER, THE RESULTS OF THE ANALYSIS AS HOWEVER, THE RESULTS OF THE ANALYSIS AS HOWEVER, THE RESULTS OF THE ANALYSIS AS THE RESULTS OF THE ANALYSIS AS THE RESULTS OF THE ANALYSIS AS RESULTS OF THE ANALYSIS AS RESULTS OF THE ANALYSIS AS OF THE ANALYSIS AS OF THE ANALYSIS AS THE ANALYSIS AS THE ANALYSIS AS ANALYSIS AS ANALYSIS AS AS AS WELL AS FIELD OBSERVATIONS INDICATE CONDITIONS VARY WIDELY OVER THE PROJECT AS FIELD OBSERVATIONS INDICATE CONDITIONS VARY WIDELY OVER THE PROJECT AS FIELD OBSERVATIONS INDICATE CONDITIONS VARY WIDELY OVER THE PROJECT FIELD OBSERVATIONS INDICATE CONDITIONS VARY WIDELY OVER THE PROJECT FIELD OBSERVATIONS INDICATE CONDITIONS VARY WIDELY OVER THE PROJECT OBSERVATIONS INDICATE CONDITIONS VARY WIDELY OVER THE PROJECT OBSERVATIONS INDICATE CONDITIONS VARY WIDELY OVER THE PROJECT INDICATE CONDITIONS VARY WIDELY OVER THE PROJECT INDICATE CONDITIONS VARY WIDELY OVER THE PROJECT CONDITIONS VARY WIDELY OVER THE PROJECT CONDITIONS VARY WIDELY OVER THE PROJECT VARY WIDELY OVER THE PROJECT VARY WIDELY OVER THE PROJECT WIDELY OVER THE PROJECT WIDELY OVER THE PROJECT OVER THE PROJECT OVER THE PROJECT THE PROJECT THE PROJECT PROJECT PROJECT EXTENTS.
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Property Line
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Direction of Slope
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Utility Pole
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Sign
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Survey Monument
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R/W Line
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Cut Limits
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Fill Limits
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C
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F
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Barricade Railing
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Post & Cable
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100 Year WSE
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Section Line & Corner
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Benchmark
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Survey Control Line
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Existing Ground Profile
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Finished Flowline
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Temp. Construction Esmt. (TCE)
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Finished Grade Elevation
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XX.XX
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Preservation Fencing
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N 0° 34' 27" W 1319.28'
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N 0° 35' 29" W 1315.30'
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E COR. SEC. 8 14 COR. SEC. 8 FND 1 " LEAD CAP ``LS 1144''12" LEAD CAP ``LS 1144''
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CTR COR. SEC. 8 14 COR. SEC. 8 FND " REBAR W/ PLASTIC CAP 12" REBAR W/ PLASTIC CAP ``BOYLE ENG. RLS 11751''
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E COR. SEC. 17 14 COR. SEC. 17 FND " REBAR RLS 2178258" REBAR RLS 21782
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N 0° 34' 23" W 1319.19'
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226-03-0120 & 226-03-0130 TOWN OF MARANA SEQ. NO. 20030880197 DK. 12045 PG. 381 (PARCEL NO. 2)
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APN:226-01-032B PIMA CO. FLOOD CONTROL SEQ. NO. 20090300632 DK. 13495 PG. 2927
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1315.22' N 0° 35' 34" W
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18.3± AC.
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S COR. SEC. 8 14 COR. SEC. 8 FND 60D NAIL
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W COR. SW SEC. 8 116 COR. SW SEC. 8 14 SEC. 8 FND " REBAR "RLS 26928"12" REBAR "RLS 26928"
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E COR. SE SEC. 8 116 COR. SE SEC. 8 14 SEC. 8 FND " REBAR ``RLS 25405''12" REBAR ``RLS 25405''
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SE COR. SEC. 8 FND 3" ALUMINUM CAP STAMPED
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``PLS 21782 T12S R12E 8 9 17 16 2010''
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APN: 226-01-0170 TOWN OF MARANA SEQ. NO. 20030880197 DK. 12045 PG. 381 (PARCEL NO. 1)
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2641.44' S 0°33'19" E
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APN: 226-08-007L PIMA CO. FLOOD CONTROL SEQ. NO. 91127926 DK. 9139 PG. 461
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17.3± AC.
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PIMA COUNTY TOWN OF MARANA
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SANTA CRUZ RIVER
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PIMA COUNTY TOWN OF MARANA
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NEW RIGHT-OF-WAY
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EXIST. RIGHT-OF-WAY
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NEW RIGHT-OF-WAY
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EXIST. RIGHT-OF-WAY
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NEW SOIL CEMENT
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NEW SOIL CEMENT
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8 9 17 16
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NEW SOIL CEMENT CONSTRUCTION
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NEW SOIL CEMENT CONSTRUCTION
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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EL RIO PRESERVE
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SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
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NO.
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DATE
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(520) 292-2300 (520) 292-1290 (FAX)
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Tucson, Arizona 85705
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333 E. Wetmore Road, Suite 450
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T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Right-of-Way\RW1.dwg RW1 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:09:57 PM
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PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
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KL
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DATE
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CR/KL
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CR
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4/2019
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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15
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PAGE
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50% SUBMITTAL NOT FOR CONSTRUCTION
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NR1
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NR2
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NEW RIGHT-OF-WAY SHEET
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1"=150'
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N/A
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4
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SHEET OF
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PAGE
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OF
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MATCHLINE SEE SHEET NR2
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SE COR. SEC. 8 FND 3" ALUMINUM CAP STAMPED
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``PLS 21782 T12S R12E 8 9 17 16 2010''
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EXIST. RIGHT-OF-WAY
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8 9 17 16
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``PLS 21782 T12S R12E 8 9 17 16 2010''
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2641.44' S 0°33'19" E
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APN: 226-08-007L PIMA CO. FLOOD CONTROL SEQ. NO. 91127926 DK. 9139 PG. 461
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E COR. SEC. 17 14 COR. SEC. 17 FND " REBAR RLS 2178258" REBAR RLS 21782
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EXIST. RIGHT-OF-WAY
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S 0° 33' 19" E 2641.44'
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EXIST. RIGHT-OF-WAY
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NEW SOIL CEMENT
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NEW SOIL CEMENT CONSTRUCTION
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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EL RIO PRESERVE
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SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
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NO.
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DATE
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(520) 292-2300 (520) 292-1290 (FAX)
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Tucson, Arizona 85705
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333 E. Wetmore Road, Suite 450
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T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Right-of-Way\RW1.dwg RW2 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:10:15 PM
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PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
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KL
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DATE
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CR/KL
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CR
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4/2019
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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15
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PAGE
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50% SUBMITTAL NOT FOR CONSTRUCTION
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NR2
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NR2
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NEW RIGHT-OF-WAY SHEET
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1"=150'
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N/A
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5
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SHEET OF
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PAGE
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OF
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MATCHLINE - SEE SHEET NR1
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NOTE: CONTRACTOR TO COORDINATION WITH CMID FOR CONSTRUCTION WATER.
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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EL RIO PRESERVE
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SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
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NO.
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DATE
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(520) 292-2300 (520) 292-1290 (FAX)
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Tucson, Arizona 85705
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333 E. Wetmore Road, Suite 450
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T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Typical Sections\TS1.dwg TS1 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:10:22 PM
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PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
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KL
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DATE
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CR/KL
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CR
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4/2019
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KEYNOTES:
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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50% SUBMITTAL NOT FOR CONSTRUCTION
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A
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%%U TYPICAL SOIL CEMENT SECTION
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NTS
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NOTE: DUE TO VARYING CONDITIONS, TYPICAL SECTION STATIONING AND DIMENSIONING ARE APPROXIMATE AND ALL CONDITIONS ARE NOT REPRESENTED. SEE PLAN AND PROFILE, AND DETAIL SHEETS FOR SPECIFIC DESIGN INFORMATION.
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TS1
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TS1
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TYPICAL SECTIONS
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N/A
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N/A
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B
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%%U TYPICAL SOIL CEMENT SECTION
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NTS
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STA 3+00 TO STA 30+80
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6
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STA 30+80 TO STA 37+75
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NEW BARRICADE RAILING PER PC/COT STD. DTL. 105
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C
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%%U TYPICAL SOIL CEMENT SECTION
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NTS
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D
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%%U TYPICAL SOIL CEMENT SECTION
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NTS
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E
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%%U TYPICAL SOIL CEMENT SECTION
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NTS
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VARIES
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8'
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25-YR WSEL
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SOIL CEMENT PROFILE CONST.
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8'
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FINISHED GRADE IN PRESERVE
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1
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1
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1
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1
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VARIES
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25'±
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1'
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1.5'
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1.5'
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FINISHED GRADE IN CHANNEL
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NEW SOIL CEMENT
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FINISHED GRADE IN CHANNEL
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EMBANKMENT BACKFILL (95%) (AS REQUIRED)
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4:1
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4:1
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1
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1
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VARIES
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25-YR WSEL
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1'
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SOIL CEMENT PROFILE CONST.
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8'
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1.5'
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8'
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EXISTING GRADE
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NEW SOIL CEMENT
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FINISHED GRADE
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EMBANKMENT BACKFILL (95%) (AS REQUIRED)
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EXISTING GRADE
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1'
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TOP OF BERM
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4:1
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4:1
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FINISHED GRADE IN CHANNEL
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EMBANKMENT BACKFILL (95%) (AS REQUIRED)
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4:1
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1
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1
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28'
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25-YR WSEL
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1'
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SOIL CEMENT PROFILE CONST.
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8'
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1.5'
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8'
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EXISTING GRADE
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VARIES
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NEW SOIL CEMENT
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FINISHED GRADE IN CHANNEL
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28'
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25-YR WSEL
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1'
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SOIL CEMENT PROFILE CONST.
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8'±
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1.5'
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EXISTING GRADE
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VARIES
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EXISTING SOIL CEMENT
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AutoCAD SHX Text
SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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EL RIO PRESERVE
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SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
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NO.
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DATE
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(520) 292-2300 (520) 292-1290 (FAX)
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Tucson, Arizona 85705
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333 E. Wetmore Road, Suite 450
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T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Civil Details\CD1.dwg CD1 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:10:26 PM
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PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
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KL
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DATE
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CR/KL
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CR
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4/2019
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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TOP OF SLOPE
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CONCRETE
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BARRICADE RAILING PER PC/COT STD. DTL. 105
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6"
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SLOPE TO DRAIN
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SOIL CEMENT
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FOOTER
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REFLECTIVE MARKING
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4"
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4"
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END TREATMENT 'B' - PC/COT STD DTL 105
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END TREATMENT 'B'
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PC/COT STD DTL 105
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REFLECTIVE MARKING DETAIL
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BARRICADE RAILING
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BARRICADE RAILING IN SOIL CEMENT
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C
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BARRICADE END TREATMENT AND MARKINGS
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B
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END TREATMENT 'A' - PC/COT STD DTL 105
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BARRICADE END TREATMENT AND MARKINGS
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A
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REFLECTIVE MARKING
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4"
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CD1
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CD1
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CIVIL DETAILS
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N/A
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N/A
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7
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3"
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1'-9"
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1'-9"
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1'-6"
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END TREATMENT 'B'
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PC/COT STD DTL 105
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REFLECTIVE MARKING DETAIL
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BARRICADE RAILING
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4"
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1'-6"
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MOFIFIED PC/COT STD DTL 105
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FINISHED GRADE
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34" NUT & BOLT (NUT WELDED)
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TYP.
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TYP.
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14"
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14"
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TYPICAL ACCESS GATE AND EQUESTRIAN STEP-OVER
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%%UGATE ELEVATION VIEW
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D
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NTS
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%%UHINGE DETAIL
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%%ULOCK DETAIL
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NTS
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NTS
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12"
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12"
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12"
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12"
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%%USTEEL PLATE DETAIL
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NTS
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TYP.
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TYP.
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14"
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14"
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4" I.D. HINGE POST
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2" GATE POST
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TYP.
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4" I.D. STANDARD PIPE FILLED WITH CONCRETE FOR HINGE POST
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14"
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10"x 3"x 1/2" STEEL PLATE TO REST ON TOP OF PIPE WHEN GATE IS CLOSED
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12"
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1 "12"
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#1 MARK
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#3 MARK
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2" STD. PIPE
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#2 MARK 14" (TYP)
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4" I.D. STANDARD PIPE FILLED WITH CONCRETE FOR HINGE POST
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EQUESTRIAN STEP-OVER
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4" I.D. STANDARD PIPE FILLED WITH CONCRETE FOR LATCH POST
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SEE HINGE DETAIL
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SEE STEEL PLATE DETAIL
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SEE LOCK DETAIL
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4"
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4"
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REFLECTIVE MARKING
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AutoCAD SHX Text
SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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EL RIO PRESERVE
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SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
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NO.
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DATE
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(520) 292-2300 (520) 292-1290 (FAX)
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Tucson, Arizona 85705
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333 E. Wetmore Road, Suite 450
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T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Civil Details\CD1.dwg CD2 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:10:30 PM
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PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
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KL
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DATE
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CR/KL
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CR
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4/2019
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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15
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PAGE
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50% SUBMITTAL NOT FOR CONSTRUCTION
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POST AND CABLE BARRIER DETAILS
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A
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%%UEND & CORNER PANEL - ELEVATION
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%%UEND & CORNER POST - PLAN VIEW
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%%ULINE POST - ELEVATION
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4" SCHEDULE 40 STEEL
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PIPE, TYP.
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4'-6"
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4'-6"
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AT ENDS, LOOP CABLE THROUGH
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DRILLED HOLES IN POST AND
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FASTEN WITH 3 CABLE CLAMPS
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4'-6" O.C.
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3'-0"
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1'-4"
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1'-2"
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4"
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1'-0"
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NOTES:
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3"
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3'-0"
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1'-0"
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4"
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NOTES:
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3/4" HOLE (TYPICAL)
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FINISHED GRADE
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CONCRETE FOOTING
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UNDISTURBED SOIL OR
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SLOPE TO DRAIN
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NTS
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NTS
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NTS
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1 " SCHEDULE 40 BLACK 12" SCHEDULE 40 BLACK STEEL RAIL, TYP.
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COMPACTED BACKFILL (95%%%)
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HOLES PER LINE POST DETAIL
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4" SCHEDULE 40 STEEL PIPE
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5'-4" O.C.
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3'-0"
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1'-4"
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12"
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4"
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1'-0"
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EQUESTRIAN STEP OVER IN POST AND CABLE
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NTS
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B
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AT ENDS, LOOP CABLE AND FASTEN WITH 3 CABLE CLAMPS
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1-1/2" SCHEDULE 40 BLACK STEEL RAIL, TYP.
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WELD, CONTINUOUS, TYP. AT ALL CONNECTIONS.
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SLOPE TO DRAIN
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FINISHED GRADE
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MALLEABLE STEEL CAP. TACK WELD TO POST.
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AT ENDS, LOOP CABLE AND FASTEN WITH 3 CABLE CLAMPS
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HOLES PER LINE POST DETAIL
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WELD, CONTINUOUS, TYP. AT ALL CONNECTIONS.
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1-1/2" SCHEDULE 40 BLACK STEEL RAIL, TYP.
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4" SCHEDULE 40 STEEL PIPE
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CONCRETE FOOTING, TYPICAL.
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4" SCHEDULE 40 BLACK STEEL PIPE. FINISH WITH RUST INHIBITING PAINT AS SPECIFIED, COLOR TO BE AS SPECIFIED, NOTED, OR OTHERWISE SELECTED BY OWNER.
AutoCAD SHX Text
1/2" (6x25) GALVANIZED STEEL WIRE ROPE CABLE PROVIDE 1" SAG BETWEEN POSTS
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MALLEABLE STEEL CAP, TYP. TACK WELD TO POST.
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SLOPE TO DRAIN
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FINISHED GRADE
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CD2
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CD2
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CIVIL DETAILS
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N/A
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N/A
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8
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CONCRETE FOOTING, TYPICAL.
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MALLEABLE STEEL CAP. TACK WELD TO POST.
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1. CABLE TO BE TERMINATED AT END/CORNER PANELS ONLY. CABLE TO BE TERMINATED AT END/CORNER PANELS ONLY. SPLICING OF CABLE BETWEEN END/CORNER PANELS IS PROHIBITED. 2. DISTANCE BETWEEN POSTS SHALL BE 12'-0". DISTANCE BETWEEN POSTS SHALL BE 12'-0". 3. PLACE CABLE CLAMPS ON BOTH SIDES OF POST (8" FROM CENTER) PLACE CABLE CLAMPS ON BOTH SIDES OF POST (8" FROM CENTER) EVERY FOURTH POST TO PREVENT REMOVAL OF CABLE. CUT CABLE EVERY 250', OVERLAP AND SPLICE WITH THREE CABLE CLAMPS.
AutoCAD SHX Text
1. GRIND SMOOTH ALL WELDS. PAINT ALL POSTS AND RAILS WITH RUST INHIBITING PAINT GRIND SMOOTH ALL WELDS. PAINT ALL POSTS AND RAILS WITH RUST INHIBITING PAINT AS SPECIFIED. COLOR TO BE AS SPECIFIED, NOTED, OR SELECTED BY OWNER. 2. AT CORNERS, PROVIDE SECOND 'END CONDITION' PANEL AT RIGHT ANGLE TO FIRST. AT CORNERS, PROVIDE SECOND 'END CONDITION' PANEL AT RIGHT ANGLE TO FIRST.
AutoCAD SHX Text
1'-0"
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SEE NOTE 3 ABOVE.
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0
0
HZ. SCALE IN FEET
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0
40 80
8 8 16
40
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1
A
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9+00
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2080
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2070
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2060
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PP1
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PP5
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PLAN AND PROFILE
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STA 3+00 TO STA 9+00
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1"=40'
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1"=8'
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2050
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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EL RIO PRESERVE
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SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
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NO.
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DATE
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(520) 292-2300 (520) 292-1290 (FAX)
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Tucson, Arizona 85705
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333 E. Wetmore Road, Suite 450
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T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Plan And Profile\PP1-PP5.dwg PP1 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:10:53 PM
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PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
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KL
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DATE
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CR/KL
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CR
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4/2019
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KEYNOTES:
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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2090
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2080
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2070
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2060
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2050
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2090
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8+00
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7+00
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6+00
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5+00
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4+00
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3+00
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2+00
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9
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MATCHLINE - SEE SHEET PP2
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MATCHLINE - SEE SHEET PP2
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NEW BARRICADE RAILING PER PC/COT STD. DTL. 105. SEE DETAL SHEET CD1.
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TOP OF SOIL CEMENT
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TOE OF SOIL CEMENT
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EXISTING GRADE AT
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SCR MODEL 25-yr WSEL (1D)
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TOE OF SOIL CEMENT WEIR
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CHANNEL THALWEG
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2081.2
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2080.2
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2074.1
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2075.5
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2074.9
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2072.5
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2074.5
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2073.8
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2080.4
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2079.4
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209
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2079.02
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2080.4
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2073.5
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2073.5
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2074.4
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2074.5
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2075.2
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2075.4
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2076.3
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2075.2
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2074.9
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2075.5
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2079.8
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2074.4
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2075.4
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2073.7
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2075
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2075
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2075
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2075
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2075
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2075
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EL RIO PRESERVE
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SANTA CRUZ RIVER
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CONSTRUCTION
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FINISHED GRADE @ SOIL CEMENT
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FINISHED GRADE @ SOIL CEMENT
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BEGIN SOIL CEMENT
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1:1
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1:1
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1:1
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1:1
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4:1
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TOE OF SOIL CEMENT
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TOE OF SOIL CEMENT
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TOP OF SOIL CEMENT
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
NEW RIGHT-OF-WAY
AutoCAD SHX Text
POST & CABLE FENCING PER DETAIL A SHEET CD2
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0
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0
40 80
8 8 16
40
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9+00
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10+00
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11+00
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12+00
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13+00
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14+00
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15+00
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16+00
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17+00
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2080
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2070
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2060
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PP2
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PP5
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PLAN AND PROFILE
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STA 9+00 TO STA 17+00
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1"=40'
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1"=8'
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2050
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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EL RIO PRESERVE
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SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
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NO.
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DATE
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(520) 292-2300 (520) 292-1290 (FAX)
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Tucson, Arizona 85705
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333 E. Wetmore Road, Suite 450
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T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Plan And Profile\PP1-PP5.dwg PP2 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:11:09 PM
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PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
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KL
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DATE
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CR/KL
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CR
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4/2019
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KEYNOTES:
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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15
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PAGE
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50% SUBMITTAL NOT FOR CONSTRUCTION
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2090
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2080
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2070
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2060
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2050
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2090
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10
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MATCHLINE - SEE SHEET PP1
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MATCHLINE - SEE SHEET PP3
AutoCAD SHX Text
MATCHLINE - SEE SHEET PP3
AutoCAD SHX Text
MATCHLINE - SEE SHEET PP1
AutoCAD SHX Text
NEW BARRICADE RAILING PER PC/COT STD. DTL. 105. SEE DETAL SHEET CD1.
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
TOE OF SOIL CEMENT
AutoCAD SHX Text
EXISTING GRADE AT
AutoCAD SHX Text
SCR MODEL 25-yr WSEL (1D)
AutoCAD SHX Text
TOE OF SOIL CEMENT WEIR
AutoCAD SHX Text
CHANNEL THALWEG
AutoCAD SHX Text
2076.4
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208
AutoCAD SHX Text
2076.24
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2075.8
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2074.3
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2075.4
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2073.0
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2076.3
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2073.1
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2070.9
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2076.3
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2075.6
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2076.7
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2075.3
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2076.2
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2076.1
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2075.9
AutoCAD SHX Text
2075
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2075
AutoCAD SHX Text
2075
AutoCAD SHX Text
2075
AutoCAD SHX Text
2065
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2070
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2070
AutoCAD SHX Text
2070
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2070
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2070
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EL RIO PRESERVE
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SANTA CRUZ RIVER
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CONSTRUCTION
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FINISHED GRADE @ SOIL CEMENT
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FINISHED GRADE @ SOIL CEMENT
AutoCAD SHX Text
1:1
AutoCAD SHX Text
1:1
AutoCAD SHX Text
1:1
AutoCAD SHX Text
1:1
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1:1
AutoCAD SHX Text
TOE OF SOIL CEMENT
AutoCAD SHX Text
TOE OF SOIL CEMENT
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
NEW RIGHT-OF-WAY
AutoCAD SHX Text
POST & CABLE FENCING PER DETAIL A SHEET CD2
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Contact Arizona 811 at least two fullworking days before you begin excavation
0
0
HZ. SCALE IN FEET
VT. SCALE IN FEET
0
0
40 80
8 8 16
40
T
S
1
A
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17+00
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18+00
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19+00
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20+00
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21+00
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22+00
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23+00
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24+00
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25+00
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2080
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2070
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2060
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PP3
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PP5
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PLAN AND PROFILE
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STA 17+00 TO STA 25+00
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1"=40'
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1"=8'
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
AutoCAD SHX Text
EL RIO PRESERVE
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SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
AutoCAD SHX Text
NO.
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DATE
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(520) 292-2300 (520) 292-1290 (FAX)
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Tucson, Arizona 85705
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333 E. Wetmore Road, Suite 450
AutoCAD SHX Text
T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Plan And Profile\PP1-PP5.dwg PP3 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:11:24 PM
AutoCAD SHX Text
PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
AutoCAD SHX Text
KL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CR/KL
AutoCAD SHX Text
CR
AutoCAD SHX Text
4/2019
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KEYNOTES:
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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15
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PAGE
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2050
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11
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MATCHLINE - SEE SHEET PP2
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MATCHLINE - SEE SHEET PP4
AutoCAD SHX Text
MATCHLINE - SEE SHEET PP4
AutoCAD SHX Text
MATCHLINE - SEE SHEET PP2
AutoCAD SHX Text
NEW BARRICADE RAILING PER PC/COT STD. DTL. 105. SEE DETAL SHEET CD1.
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2084.6
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2079.6
AutoCAD SHX Text
2074.4
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2072.6
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2082.9
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2078.3
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207
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2079.14
AutoCAD SHX Text
2082.6
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2070.8
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2085.6
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2084.8
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2085.4
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2084.4
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2077.7
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2071.9
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2087.1
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2075
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2080
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2080
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2075
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2075
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2075
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2075
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2075
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2080
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2080
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2075
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EL RIO PRESERVE
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SANTA CRUZ RIVER
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CONSTRUCTION
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FINISHED GRADE @ SOIL CEMENT
AutoCAD SHX Text
FINISHED GRADE @ SOIL CEMENT
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LIMITS OF GRADING
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1:1
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1:1
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1:1
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1:1
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TOE OF SOIL CEMENT
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TOE OF SOIL CEMENT
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
TOE OF SOIL CEMENT
AutoCAD SHX Text
NEW RIGHT-OF-WAY
AutoCAD SHX Text
POST & CABLE FENCING PER DETAIL A SHEET CD2
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
TOE OF SOIL CEMENT
AutoCAD SHX Text
EXISTING GRADE AT
AutoCAD SHX Text
SCR MODEL 25-yr WSEL (1D)
AutoCAD SHX Text
TOE OF SOIL CEMENT WEIR
AutoCAD SHX Text
CHANNEL THALWEG
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0
0
HZ. SCALE IN FEET
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0
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8 8 16
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25+00
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26+00
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27+00
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28+00
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29+00
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30+00
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31+00
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32+00
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33+00
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2080
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2070
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2060
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PP4
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PP5
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PLAN AND PROFILE
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STA 25+00 TO STA 33+00
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1"=40'
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1"=8'
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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EL RIO PRESERVE
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SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
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NO.
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DATE
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(520) 292-2300 (520) 292-1290 (FAX)
AutoCAD SHX Text
Tucson, Arizona 85705
AutoCAD SHX Text
333 E. Wetmore Road, Suite 450
AutoCAD SHX Text
T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Plan And Profile\PP1-PP5.dwg PP4 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:11:44 PM
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PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
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KL
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DATE
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CR/KL
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CR
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4/2019
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KEYNOTES:
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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15
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PAGE
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50% SUBMITTAL NOT FOR CONSTRUCTION
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2090
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2060
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2080
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2070
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2060
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2090
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2060
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12
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MATCHLINE - SEE SHEET PP3
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MATCHLINE - SEE SHEET PP5
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MATCHLINE - SEE SHEET PP5
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MATCHLINE - SEE SHEET PP3
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NEW BARRICADE RAILING PER PC/COT STD. DTL. 105. SEE DETAL SHEET CD1.
AutoCAD SHX Text
TOP OF SOIL CEMENT
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TOE OF SOIL CEMENT
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EXISTING GRADE AT
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SCR MODEL 25-yr WSEL (1D)
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TOE OF SOIL CEMENT WEIR
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8:1
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8:1
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CHANNEL THALWEG
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END OF SOIL CEMENT SCOUR PROTECTION
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2072.5
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2074.4
AutoCAD SHX Text
2073.2
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2081.8
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2073.7
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2083.2
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2085.7
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2074.3
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2072.6
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2072.2
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2083.3
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2086.3
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2074.7
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2073.7
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2082.8
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2081.7
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2082.0
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2081.7
AutoCAD SHX Text
2085
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2080
AutoCAD SHX Text
2075
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2085
AutoCAD SHX Text
2080
AutoCAD SHX Text
2075
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2075
AutoCAD SHX Text
2080
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EL RIO PRESERVE
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SANTA CRUZ RIVER
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CONSTRUCTION
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FINISHED GRADE @ SOIL CEMENT
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FINISHED GRADE @ SOIL CEMENT
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1:1
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1:1
AutoCAD SHX Text
1:1
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1:1
AutoCAD SHX Text
1:1
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
TOE OF SOIL CEMENT
AutoCAD SHX Text
TOE OF SOIL CEMENT
AutoCAD SHX Text
NEW RIGHT-OF-WAY
AutoCAD SHX Text
POST & CABLE FENCING PER DETAIL A SHEET CD2
AutoCAD SHX Text
EXISTING RIGHT-OF-WAY
AutoCAD SHX Text
NEW ACCESS GATE PER DETAIL D SHEET CD1
AutoCAD SHX Text
NEW ACCESS GATE PER DETAIL D SHEET CD1
Call 811 or click Arizona811.com
Contact Arizona 811 at least two fullworking days before you begin excavation
0
0
HZ. SCALE IN FEET
VT. SCALE IN FEET
0
0
40 80
8 8 16
40
TS
1
C
TS
1
E
T
S
1
D
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33+00
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34+00
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35+00
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36+00
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37+00
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38+00
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39+00
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2090
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2080
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2070
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2060
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PP5
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PP5
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PLAN AND PROFILE
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STA 33+00 TO STA 39+00
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1"=40'
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1"=8'
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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EL RIO PRESERVE
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SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
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(520) 292-2300 (520) 292-1290 (FAX)
AutoCAD SHX Text
Tucson, Arizona 85705
AutoCAD SHX Text
333 E. Wetmore Road, Suite 450
AutoCAD SHX Text
T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Plan And Profile\PP1-PP5.dwg PP5 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:11:59 PM
AutoCAD SHX Text
PIMA COUNTY W.O. 5LKMNA
AutoCAD SHX Text
DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
AutoCAD SHX Text
KL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CR/KL
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CR
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4/2019
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KEYNOTES:
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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15
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PAGE
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2050
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2090
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2060
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2050
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13
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MATCHLINE - SEE SHEET PP4
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MATCHLINE - SEE SHEET PP4
AutoCAD SHX Text
NEW BARRICADE RAILING PER PC/COT STD. DTL. 105. SEE DETAL SHEET CD1.
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
TOE OF SOIL CEMENT
AutoCAD SHX Text
EXISTING GRADE AT
AutoCAD SHX Text
SCR MODEL 25-yr WSEL (1D)
AutoCAD SHX Text
MATCH EXISTING SOIL CEMENT
AutoCAD SHX Text
EXISTING SOIL CEMENT
AutoCAD SHX Text
CHANNEL THALWEG
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EXISTING GRADE AT
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2083.1
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2083.1
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2086.5
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2086.8
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2084.6
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2083.4
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2082.7
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2089.2
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2086.5
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2082.9
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2086.6
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2087.1
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2083.7
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2083.3
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2082.9
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2085
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2085
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2085
AutoCAD SHX Text
2085
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2085
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2085
AutoCAD SHX Text
2085
AutoCAD SHX Text
EL RIO PRESERVE
AutoCAD SHX Text
SANTA CRUZ RIVER
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINISHED GRADE @ SOIL CEMENT
AutoCAD SHX Text
END SOIL CEMENT
AutoCAD SHX Text
EXISTING SOIL CEMENT
AutoCAD SHX Text
NEW EARTHEN BERM ADDITION
AutoCAD SHX Text
1:1
AutoCAD SHX Text
1:1
AutoCAD SHX Text
FINISHED GRADE @ SOIL CEMENT
AutoCAD SHX Text
TOE OF SOIL CEMENT
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
EXISTING RIGHT-OF-WAY
AutoCAD SHX Text
NEW ACCESS GATE PER DETAIL D SHEET CD1
AutoCAD SHX Text
NEW ACCESS GATE PER DETAIL D SHEET CD1
Call 811 or click Arizona811.com
Contact Arizona 811 at least two fullworking days before you begin excavation
0
SCALE IN FEET
040 8040
T
S
1
A
AutoCAD SHX Text
GR1
AutoCAD SHX Text
GR2
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GRADING PLAN
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CHANNEL GRADING
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1"=40'
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N/A
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
AutoCAD SHX Text
EL RIO PRESERVE
AutoCAD SHX Text
SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
AutoCAD SHX Text
DIV. ENGINEER
AutoCAD SHX Text
REVISION DESCRIPTION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
(520) 292-2300 (520) 292-1290 (FAX)
AutoCAD SHX Text
Tucson, Arizona 85705
AutoCAD SHX Text
333 E. Wetmore Road, Suite 450
AutoCAD SHX Text
T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Grading\GR1.dwg GR1 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:12:23 PM
AutoCAD SHX Text
PIMA COUNTY W.O. 5LKMNA
AutoCAD SHX Text
DESIGNED:
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PROJ. ENG.:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
CR
AutoCAD SHX Text
KL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CR/KL
AutoCAD SHX Text
CR
AutoCAD SHX Text
4/2019
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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15
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PAGE
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50% SUBMITTAL NOT FOR CONSTRUCTION
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14
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NOTE: ALL DISTURBED AREAS AND SLOPES SHALL BE HYDROSEEDED.
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2070.2
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2084.6
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2079.6
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2072.5
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2074.4
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2069.6
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2073.1
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2072.6
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2082.9
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2078.3
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207
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2079.14
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2082.6
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2070.8
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2085.6
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2084.8
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2085.4
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2084.4
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2077.7
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2072.2
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2070.3
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2075.5
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2086.2
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2083.3
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2087.6
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2073.7
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2074.3
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2072.6
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2073.7
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2071.9
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2087.1
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2075
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2075
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2075
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2070
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2075
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2075
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2070
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2080
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2080
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2075
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2075
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2075
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2075
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2075
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2080
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2080
AutoCAD SHX Text
2075
AutoCAD SHX Text
2085
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2080
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2075
AutoCAD SHX Text
2075
AutoCAD SHX Text
NEW SOIL CEMENT
AutoCAD SHX Text
LIMITS OF GRADING
AutoCAD SHX Text
EL RIO PRESERVE
AutoCAD SHX Text
CONSTRUCTION
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FINISHED GRADE @ SOIL CEMENT
AutoCAD SHX Text
FINISHED GRADE @ SOIL CEMENT
AutoCAD SHX Text
DRAINAGE EXCAVATION
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SANTA CRUZ RIVER
AutoCAD SHX Text
LIMITS OF GRADING
AutoCAD SHX Text
1:1
AutoCAD SHX Text
1:1
AutoCAD SHX Text
1:1
AutoCAD SHX Text
1:1
AutoCAD SHX Text
1:1
AutoCAD SHX Text
1:1
AutoCAD SHX Text
TOE OF SOIL CEMENT
AutoCAD SHX Text
TOE OF SOIL CEMENT
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
NEW RIGHT-OF-WAY
AutoCAD SHX Text
POST & CABLE FENCING PER DETAIL A SHEET CD2
AutoCAD SHX Text
POST & CABLE FENCING PER DETAIL A SHEET CD2
Call 811 or click Arizona811.com
Contact Arizona 811 at least two fullworking days before you begin excavation
0
SCALE IN FEET
040 8040
T
S
1
C
T
S
1
D
AutoCAD SHX Text
GR2
AutoCAD SHX Text
GR2
AutoCAD SHX Text
GRADING PLAN
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CHANNEL GRADING
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1"=40'
AutoCAD SHX Text
N/A
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
AutoCAD SHX Text
EL RIO PRESERVE
AutoCAD SHX Text
SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
AutoCAD SHX Text
DIV. ENGINEER
AutoCAD SHX Text
REVISION DESCRIPTION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
(520) 292-2300 (520) 292-1290 (FAX)
AutoCAD SHX Text
Tucson, Arizona 85705
AutoCAD SHX Text
333 E. Wetmore Road, Suite 450
AutoCAD SHX Text
T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Grading\GR1.dwg GR2 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:12:42 PM
AutoCAD SHX Text
PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
AutoCAD SHX Text
KL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CR/KL
AutoCAD SHX Text
CR
AutoCAD SHX Text
4/2019
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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15
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PAGE
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50% SUBMITTAL NOT FOR CONSTRUCTION
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15
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NOTE: ALL DISTURBED AREAS AND SLOPES SHALL BE HYDROSEEDED.
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2078.1
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2084.4
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2076.4
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2081.8
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2083.1
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2083.1
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2083.2
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2085.7
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2083.3
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2086.3
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2086.5
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2086.8
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2076.7
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2084.6
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2083.4
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2084.4
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2082.7
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2082.8
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2086.6
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2087.1
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2083.3
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2082.7
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2083.8
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2083.7
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2081.1
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2080.5
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2072.4
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2072.6
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2073.2
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2074.1
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2082.8
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2081.7
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2082.0
AutoCAD SHX Text
2081.7
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2083.7
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2083.3
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2082.9
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2075
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2075
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2085
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2080
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2080
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2075
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2085
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2080
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2075
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2075
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2080
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2080
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2085
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2085
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2085
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2075
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2075
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2080
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2075
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2080
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2075
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2080
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2075
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2075
AutoCAD SHX Text
2080
AutoCAD SHX Text
2080
AutoCAD SHX Text
2080
AutoCAD SHX Text
2085
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BORROW AREA
AutoCAD SHX Text
NEW SOIL CEMENT
AutoCAD SHX Text
SANTA CRUZ RIVER
AutoCAD SHX Text
FINISHED GRADE @ SOIL CEMENT
AutoCAD SHX Text
LIMITS OF GRADING
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
EL RIO PRESERVE
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
END NEW SOIL CEMENT
AutoCAD SHX Text
EXISTING SOIL CEMENT
AutoCAD SHX Text
FINISHED GRADE @ SOIL CEMENT
AutoCAD SHX Text
TOE OF SOIL CEMENT
AutoCAD SHX Text
TOP OF SOIL CEMENT
AutoCAD SHX Text
NEW ACCESS GATE PER DETAIL D SHEET CD1
AutoCAD SHX Text
NEW ACCESS GATE PER DETAIL D SHEET CD1
AutoCAD SHX Text
NEW RIGHT-OF-WAY
AutoCAD SHX Text
POST & CABLE FENCING PER DETAIL A SHEET CD2
AutoCAD SHX Text
EXISTING RIGHT-OF-WAY
Call 811 or click Arizona811.com
Contact Arizona 811 at least two fullworking days before you begin excavation
AutoCAD SHX Text
SCALES:
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
AutoCAD SHX Text
EL RIO PRESERVE
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
FOR
AutoCAD SHX Text
SUZANNE SHIELDS, P.E., DIRECTOR
AutoCAD SHX Text
DIV. ENGINEER
AutoCAD SHX Text
REVISION DESCRIPTION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
(520) 292-2300 (520) 292-1290 (FAX)
AutoCAD SHX Text
Tucson, Arizona 85705
AutoCAD SHX Text
333 E. Wetmore Road, Suite 450
AutoCAD SHX Text
T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Cross-Sections\XS1-XS5.dwg XS1 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:13:08 PM
AutoCAD SHX Text
PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
AutoCAD SHX Text
KL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CR/KL
AutoCAD SHX Text
CR
AutoCAD SHX Text
4/2019
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BANK PROTECTION
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4/2019
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4/2019
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4/2019
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OF
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15
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PAGE
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XS1
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XS3
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CROSS SECTIONS
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1"=40'
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1"=8'
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3
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1
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EXISTING GRADE
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NEW SOIL CEMENT
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AutoCAD SHX Text
EXISTING GRADE
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NEW SOIL CEMENT
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EXISTING GRADE
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NEW SOIL CEMENT
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EXISTING GRADE
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NEW SOIL CEMENT
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EXISTING GRADE
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NEW SOIL CEMENT
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EXISTING GRADE
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NEW SOIL CEMENT
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EXISTING GRADE
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NEW SOIL CEMENT
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EXISTING GRADE
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NEW SOIL CEMENT
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EXISTING GRADE
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NEW SOIL CEMENT
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AutoCAD SHX Text
EXISTING GRADE
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NEW SOIL CEMENT
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EXISTING GRADE
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NEW SOIL CEMENT
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AutoCAD SHX Text
EXISTING GRADE
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NEW SOIL CEMENT
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EXISTING GRADE
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NEW SOIL CEMENT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NEW SOIL CEMENT
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
Call 811 or click Arizona811.com
Contact Arizona 811 at least two fullworking days before you begin excavation
AutoCAD SHX Text
SCALES:
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
AutoCAD SHX Text
EL RIO PRESERVE
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
FOR
AutoCAD SHX Text
SUZANNE SHIELDS, P.E., DIRECTOR
AutoCAD SHX Text
DIV. ENGINEER
AutoCAD SHX Text
REVISION DESCRIPTION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
(520) 292-2300 (520) 292-1290 (FAX)
AutoCAD SHX Text
Tucson, Arizona 85705
AutoCAD SHX Text
333 E. Wetmore Road, Suite 450
AutoCAD SHX Text
T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Cross-Sections\XS1-XS5.dwg XS2 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:13:12 PM
AutoCAD SHX Text
PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
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KL
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DATE
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CR/KL
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CR
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4/2019
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BANK PROTECTION
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4/2019
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OF
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50% SUBMITTAL NOT FOR CONSTRUCTION
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XS2
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XS3
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CROSS SECTIONS
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1"=40'
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1"=8'
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3
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2
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EXISTING GRADE
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NEW SOIL CEMENT
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Call 811 or click Arizona811.com
Contact Arizona 811 at least two fullworking days before you begin excavation
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SCALES:
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VERT.
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HORIZ.
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PIMA COUNTY REGIONAL FLOOD CONTROL DISTRICT
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EL RIO PRESERVE
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SHEET OF
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FOR
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SUZANNE SHIELDS, P.E., DIRECTOR
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DIV. ENGINEER
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REVISION DESCRIPTION
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NO.
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(520) 292-2300 (520) 292-1290 (FAX)
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Tucson, Arizona 85705
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333 E. Wetmore Road, Suite 450
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T:\7PFC180101\ENGR\SHEETS\PHASE I PLANS\Cross-Sections\XS1-XS5.dwg XS3 Last Saved: Sun, 09 Jun 2019 By: Kletendre Plotted: Sunday, June 9, 2019 2:13:17 PM
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PIMA COUNTY W.O. 5LKMNA
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DESIGNED:
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PROJ. ENG.:
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CHECKED:
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DRAWN:
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CR
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KL
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DATE
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CR/KL
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CR
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4/2019
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BANK PROTECTION
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3
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3
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