Download pdf - Engineering and Environmental Consultants, Inc. · 2019. 2. 6. · civil engineering ¥ land development surveying ¥ environmental services staking ¥ flood control and drainage

civil engineering ¥ land developmentsurveying ¥ environmental servicesstaking ¥ flood control and drainagetransportation

Engineering and Environmental Consultants, Inc.

Tel 520.321.4625 | Fax 520.321.0333

555 East River Road, Suite 301 | Tucson, Arizona 85704

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SECTION 2

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IRVINGTON ROAD

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NW COR SEC 2 FD 3 1/4" BCSM

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N 1/4 COR SEC 2 FD 3" BCSM BLM

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W 1/4 COR SEC 2 FD 3 1/4" BCSM BLM

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CENTER SEC 2 FD 1 1/2" ACP

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141-01-005C

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STATE OF ARIZONA

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IRVINGTON ROAD

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NW COR SEC 2 FD 3 1/4" BCSM

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CIVIL ENGINEER

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OWNER/DEVELOPER

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MATTAMY TUCSON LLC 6640 N. ORACLE ROAD, SUITE 110 TUCSON, AZ 85704 ATTN: JUSTIN SMITH TEL: (520) 297-6850 EMAIL: [email protected]

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ENGINEERING & ENVIRONMENTAL CONSULTANTS, INC. 4625 E. FT. LOWELL ROAD TUCSON, ARIZONA 85712 ATTN.: RYAN STUCKI, P.E. TEL: (520) 321-4625 FAX: (520) 321-0333

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BOUNDARY LINE

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EXISTING SEWER AND MANHOLE

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PROPOSED SEWER AND MANHOLE

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LEGEND

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PLAN NO.

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OF

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EEC 15071

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04/17

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G-2017-062

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G-2017-062

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PUBLIC SEWER IMPROVEMENT PLAN

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CITY OF TUCSON, PIMA COUNTY, ARIZONA

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SAGUARO TRAILS

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BEING A PORTION OF SECTION 2 T 15 S, R 15 E, G&SRM

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OFFSITE SEWER

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RYAN RICHARD

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EXPIRES 9/30/2018

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AS NOTED

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1"=4'

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P17W100038

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LOCATION MAP

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A PORTION OF SECTION 2 TOWNSHIP 15 SOUTH, RANGE 15 EAST G&SRM CITY OF TUCSON, PIMA COUNTY, ARIZONA SCALE: 3" = 1 MILE

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THIS PROJECT

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IRVINGTON RD

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HOUGHTON RD

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BASIS OF

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ELEVATIONS

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EXISTING POTABLE WATER

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EXISTING NOT-POTABLE WATER

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SECTION LINE

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ACCEPTED:

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PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPARTMENT

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DATE

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AS-BUILT CERTIFICATION

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REGISTERED LAND SURVEYOR DATE

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REGISTRATION NUMBER EXPIRES

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"I HEREBY CERTIFY THAT THE AS-BUILT ANNOTATIONS PROVIDED ON THIS DRAWING WERE BASED ON AN AS-BUILT SURVEY CONDUCTED UNDER MY SUPERVISION AND ACCURATELY DEPICTS EXISTING FIELD CONDITIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF."

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FOR

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SAGUARO TRAILS - OFFSITE

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A PORTION OF SECTION 2, T-15-S, 5-14-E, G&SRM, CITY OF TUCSON, PIMA COUNTY, ARIZONA

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TO SERVE PARCEL

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141-01-006C

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ACCEPTED:

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TDOT (FOR LOCATION IF RIGHT OF WAY ONLY)

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DATE

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SHEET INDEX

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SHEET 1...............................................................COVER SHEET SHEET 2...............................................................SEWER CONSTRUCTION NOTES SHEETS 3-5.........................................................SEWER PLAN AND PROFILE SHEETS

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BASIS OF ELEVATION

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PIMA COUNTY DOT - CITY OF TUCSON DOT GEODETIC CONTROL POINT E19. ELEVATION=2,868.85 (NAVD88)

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BASIS OF BEARING

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BETWEEN A FOUND 31/4" BCSM AT THE NW CORNER OF SECTION 2 AND A FOUND 2" BCSM AT THE NORTH 1/4 CORNER OF SECTION 2. SAID BEARING IS N89°32'18"E FROM RECORD OF SURVEY SEQUENCE NUMBER 20152050703-1 ON FILE AT THE PIMA COUNTY RECORDER OFFICE.

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http://www.eec-info.com



Tel 520.321.4625 | Fax 520.321.0333


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EEC 15071

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G-2017-062

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SAGUARO TRAILS

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OFFSITE SEWER

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RYAN RICHARD

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EXPIRES 9/30/2018

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AS NOTED

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1"=4'

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GENERAL SEWER NOTES

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1.ALL DESIGN STANDARDS, MATERIALS AND WORKMANSHIP FOR PUBLIC SANITARY ALL DESIGN STANDARDS, MATERIALS AND WORKMANSHIP FOR PUBLIC SANITARY SEWERS SHALL BE IN ACCORDANCE WITH THE PIMA COUNTY REGIONAL WASTEWATER RECLAMATION DEPARTMENT (PCRWRD) ENGINEERING DESIGN STANDARDS 2016 (EDS 2016) AND THE STANDARD SPECIFICATIONS AND DETAILS FOR CONSTRUCTION 2016 (SSDC 2016). SAID DOCUMENTS ARE AVAILABLE THROUGH THE PCRWRD WEBSITE (www.pima.gov/wastewaterreclamation). 2.BASIS OF ELEVATIONS FOR THIS PROJECT IS PIMA COUNTY DOT - CITY OF TUCSON DOT BASIS OF ELEVATIONS FOR THIS PROJECT IS PIMA COUNTY DOT - CITY OF TUCSON DOT PIMA COUNTY DOT - CITY OF TUCSON DOT GEODETIC CONTROL POINT E19. ELEVATION=2,868.85 (NAVD88) 3.BASIS OF BEARING FOR THIS PROJECT IS BETWEEN A FOUND 3 " BCSM AT THE NW BASIS OF BEARING FOR THIS PROJECT IS BETWEEN A FOUND 3 " BCSM AT THE NW 14" BCSM AT THE NW CORNER OF SECTION 2 AND A FOUND 2" BCSM AT THE NORTH CORNER OF SECTION 2. SAID 14 CORNER OF SECTION 2. SAID BEARING IS N89°32'18"E FROM RECORD OF SURVEY SEQUENCE NUMBER 20152050703-1 ONFILE AT THE PIMA COUNTY RECORDER OFFICE. 4.ANY CONSTRUCTION ACTIVITY HAVING THE POTENTIAL TO DAMAGE EXISTING PUBLIC ANY CONSTRUCTION ACTIVITY HAVING THE POTENTIAL TO DAMAGE EXISTING PUBLIC SANITARY SEWERS OR ANY ACTIVITY THAT REQUIRES MATERIALS OR EQUIPMENT TO ENTER EXISTING PUBLIC SANITARY SEWERS SHALL REQUIRE A PIMA COUNTY RWRD SEWER CONSTRUCTION PERMIT PRIOR TO COMMENCING THAT ACTIVITY. 5.SEWER CONSTRUCTION SHALL NOT COMMENCE UNTIL: SEWER CONSTRUCTION SHALL NOT COMMENCE UNTIL: A.THE ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY (ADEQ) OR ITS DELEGATED THE ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY (ADEQ) OR ITS DELEGATED AUTHORITY HAS ISSUED A CONSTRUCTION AUTHORIZATION FOR THIS PROJECT; B.THE CONTRACTOR HAS OBTAINED A PCRWRD PUBLIC SEWER CONSTRUCTION PERMIT THE CONTRACTOR HAS OBTAINED A PCRWRD PUBLIC SEWER CONSTRUCTION PERMIT (CONTACT THE PCRWRD PERMITS SECTION AT (520) 724-6649 FOR PERMIT APPLICATION REQUIREMENTS); C.THE CONTRACTOR'S FLOW MANAGEMENT PLAN HAS BEEN SUBMITTED THIRTY (30) THE CONTRACTOR'S FLOW MANAGEMENT PLAN HAS BEEN SUBMITTED THIRTY (30) CALENDAR DAYS PRIOR TO THE PRE-CONSTRUCTION MEETING AND APPROVED BY PCRWRD FIELD ENGINEERING; AND D.A PRE-CONSTRUCTION MEETING WITH THE ASSIGNED PIMA COUNTY PROJECT FIELD A PRE-CONSTRUCTION MEETING WITH THE ASSIGNED PIMA COUNTY PROJECT FIELD INSPECTOR IS SCHEDULED AT LEAST THREE (3) FULL BUSINESS DAYS PRIOR TO COMMENCING WITH SEWER CONSTRUCTION. 6.THE CONTRACTOR SHALL SUBMIT A FLOW MANAGEMENT PLAN (FMP) TO PCRWRD FIELD THE CONTRACTOR SHALL SUBMIT A FLOW MANAGEMENT PLAN (FMP) TO PCRWRD FIELD ENGINEERING FOR APPROVAL BEFORE PROCEEDING WITH ANY WORK THAT MAY AFFECT LIVE SEWERS. THE FMP SHALL IDENTIFY AND INCLUDE ALL FLOW MANAGEMENT COSTS IN THE CONSTRUCTION BID. THE FMP SHALL BE SUBMITTED THIRTY (30) CALENDAR DAYS PRIOR TO THE SEWER PRE-CONSTRUCTION MEETING. FIELD ENGINEERING WILL REVIEW THE FMP WITHIN TEN (10) BUSINESS DAYS TO ACCOMMODATE REVIEW AND REVISION CYCLES. REFER TO PCRWRD SSDC 2016, SECTION 2 FOR FMP REQUIREMENTS. PLEASE CONTACT PCRWRD FIELD ENGINEERING AT (520) 724-2651 FOR ANY QUESTIONS REGARDING FLOW MANAGEMENT. 7.THE CONTRACTOR SHALL FURNISH, OPERATE AND MAINTAIN ALL EQUIPMENT AND THE CONTRACTOR SHALL FURNISH, OPERATE AND MAINTAIN ALL EQUIPMENT AND LABOR NECESSARY TO PROVIDE CONTINUOUS 24 HOURS PER DAY SANITARY SEWER SERVICE TO ALL PARTIES TRIBUTARY TO A LIVE SEWER TO WHICH A CONNECTION IS TO BE MADE. THE PCRWRD CONVEYANCE DIVISION SHALL BE NOTIFIED AT (520) 724-3400 A MINIMUM OF TWO (2) BUSINESS DAYS PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES THAT IMPACTS THE FLOW WITHIN A LIVE SANITARY SEWER SYSTEM OR INVOLVES CONNECTING TO A LIVE SANITARY SEWER. SEE PCRWRD SSDC 2016, SECTION 2 FOR MORE INFORMATION. 8.THE INSPECTION OF THE CONTRACTOR'S WORK BY AN AGENCY AND/OR PCRWRD THE INSPECTION OF THE CONTRACTOR'S WORK BY AN AGENCY AND/OR PCRWRD STAFF SHALL IN NO WAY RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR COMPLIANCE WITH THE REQUIREMENTS OF THE APPROVED CONTRACT DOCUMENTS. IF THE DESIGN ENGINEER OR PCRWRD STAFF FAIL TO POINT OUT A DEFECT, DEFICIENCY OR ERROR IN THE WORK FROM LACK OF DISCOVERY OR ANY OTHER REASON, IT SHALL IN NO WAY PREVENT LATER REJECTION OR RELIEVE THE CONTRACTOR OF PERFORMING CORRECTIONS TO THE UNSATISFACTORY WORK WHEN DISCOVERED. THE CONTRACTOR SHALL NOT FILE A CLAIM FOR LOSSES SUFFERED DUE TO ANY NECESSARY REMOVALS OR REPAIRS RESULTING FROM THE UNSATISFACTORY WORK. 9.SEWER PLANS THAT BEAR THE PIMA COUNTY DEVELOPMENT SERVICES DEPARTMENT SEWER PLANS THAT BEAR THE PIMA COUNTY DEVELOPMENT SERVICES DEPARTMENT (DSD) APPROVAL STAMP OR THE PIMA COUNTY RWRD ACCEPTANCE SIGNATURE SHALL ONLY BE USED FOR THE CONSTRUCTION OF PUBLIC SANITARY SEWER FACILITIES. APPROVED PLANS REQUIRING DESIGN REVISIONS SHALL BE RESUBMITTED TO PIMA COUNTY DSD OR RWRD (AS APPROPRIATE) FOR REVIEW AND RE-APPROVAL PRIOR TO START OF THE REVISED SEWER WORK. 10.ANY SEWER CONSTRUCTION WORK THAT IS NOT INCLUDED IN THE APPROVED SEWER ANY SEWER CONSTRUCTION WORK THAT IS NOT INCLUDED IN THE APPROVED SEWER PLANS WILL NOT BE ACCEPTED BY PCRWRD. SEE PCRWRD SSDC 2016, SECTION 1.4.5 REGARDING THE APPROVAL OF FIELD CHANGES. 11.IMMEDIATELY REPORT ANY OF THE FOLLOWING TO THE PCRWRD OPERATIONS CONTROL IMMEDIATELY REPORT ANY OF THE FOLLOWING TO THE PCRWRD OPERATIONS CONTROL CENTER (OCC) AT (520) 724-3400: ANY RELEASE OF SEWAGE, ANY DAMAGE TO THE PUBLIC SANITARY SEWER SYSTEM, OR THE DROPPING OF DEBRIS INTO A PUBLIC SANITARY SEWER MANHOLE. A PCRWRD REPRESENTATIVE WILL BE DISPATCHED TO THE SITE. THE CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO CONTAIN A SANITARY SEWAGE OVERFLOW (SSO). THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS TO REPAIR THE SYSTEM, MITIGATE THE RELEASE OF SEWAGE, DISINFECT THE RELEASE AREAS, AND ANY REGULATORY PENALTIES LEVIED ON PCRWRD FOR SEWAGE ENTERING A NATURAL DRAINAGE WAY OR STORM WATER DRAINAGE SYSTEM. THE CONTRACTOR SHALL REPAIR ALL DAMAGE AS DIRECTED AND APPROVED BY THE PCRWRD FIELD REPRESENTATIVE. 12.THE CONTRACTOR SHALL CONTACT “ARIZONA 811” (DIAL 811 OR 1-800-782-5348) THE CONTRACTOR SHALL CONTACT “ARIZONA 811” (DIAL 811 OR 1-800-782-5348) ARIZONA 811” (DIAL 811 OR 1-800-782-5348) (DIAL 811 OR 1-800-782-5348) A MINIMUM OF TWO (2) BUSINESS DAYS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL KEEP ALL UNDERGROUND FACILITY LOCATION REQUESTS UP-TO-DATE AND COMPLY WITH ARIZONA REVISED STATUTES (A.R.S.), TITLE 40, CHAPTER 1, ARTICLE 6.3, SECTION 40-360.22. CONCERNS REGARDING THE ACCURACY BETWEEN THE UNDERGROUND FACILITY MARKINGS AND THE PROJECT PLANS SHALL BE IMMEDIATELY REPORTED TO THE DESIGN ENGINEER. 13.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL SANITARY SEWER MANHOLES AT ALL CONTRACTOR SHALL MAINTAIN ACCESS TO ALL SANITARY SEWER MANHOLES AT ALL TIMES. 14.THE CONTRACTOR SHALL FIELD-VERIFY EXISTING SEWER LINE ELEVATIONS AND THE CONTRACTOR SHALL FIELD-VERIFY EXISTING SEWER LINE ELEVATIONS AND ALIGNMENTS PRIOR TO CONSTRUCTION. VERIFICATION MAY REQUIRE POT-HOLING. 15.ANY HOUSE CONNECTION SEWER (HCS) OR BUSINESS CONNECTION SEWER (BCS) ANY HOUSE CONNECTION SEWER (HCS) OR BUSINESS CONNECTION SEWER (BCS) LINES ENCOUNTERED DURING CONSTRUCTION SHALL BE PROTECTED, REPAIRED, OR REROUTED, AS THE SITUATION DICTATES, PER PCRWRD SSDC 2016 DETAIL NO. RWRD 400 AND AT NO EXPENSE TO THE PROPERTY OWNER OR PCRWRD. HCS AND BCS LINES ARE NOT OWNED OR MAINTAINED BY PCRWRD. PRIVATE CONNECTION SEWERS CONSTRUCTED PRIOR TO JANUARY 2006 ARE NOT REQUIRED TO BE LOCATED AND MARKED. 16.SURVEY LAYOUT AND SURVEY CONTROL SHALL BE PERFORMED BY, OR UNDER, THE SURVEY LAYOUT AND SURVEY CONTROL SHALL BE PERFORMED BY, OR UNDER, THE DIRECT SUPERVISION OF AN ARIZONA RLS. 17.SURVEY CUT SHEETS SHALL BE PREPARED IN ACCORDANCE WITH PCRWRD SSDC SURVEY CUT SHEETS SHALL BE PREPARED IN ACCORDANCE WITH PCRWRD SSDC 2016, SECTION 3.2.3(A)(i). CERTIFIED CUT SHEETS SHALL BE SUBMITTED TO THE PCRWRD FIELD ENGINEER PRIOR TO COMMENCEMENT OF SEWER CONSTRUCTION. CUT SHEETS ARE FOR PCRWRD REFERENCE ONLY AND SHALL NOT DELAY SEWER CONSTRUCTION DUE TO REVIEW OF THE DELIVERABLE. ANY ERRORS OR OMISSIONS RESULTING IN IMPROPER SEWER CONSTRUCTION SHALL NOT BE THE RESPONSIBILITY OF PCRWRD. REFER TO PCRWRD SSDC 2016, SECTION 3.2.3(A)(ii) FOR CONSTRUCTION SURVEY STAKING REQUIREMENTS. 18.THE DEVELOPER OR CONTRACTOR SHALL RETAIN AN ARIZONA-REGISTERED LAND THE DEVELOPER OR CONTRACTOR SHALL RETAIN AN ARIZONA-REGISTERED LAND SURVEYOR (RLS) FOR PREPARATION OF THE SEWER AS-BUILT PLANS. SEWER AS-BUILT PLANS SHALL CONFORM TO SSDC 2016, SECTION 1.4.7 AND ARE REQUIRED FOR FINAL ACCEPTANCE OF SEWER CONSTRUCTION BY PCRWRD. THE DEVELOPER OR CONTRACTOR SHALL SUBMIT TWO FULL-SIZE COPIES, AND AN ELECTRONIC VERSION, OF THE AS-BUILT SEWER PLANS TO THE PCRWRD FIELD ENGINEER. 19.NEW PUBLIC SANITARY SEWER FACILITIES MUST BE TESTED, INSPECTED AND NEW PUBLIC SANITARY SEWER FACILITIES MUST BE TESTED, INSPECTED AND AUTHORIZED FOR DISCHARGE BY PCRWRD AND ADEQ, OR IT'S DELEGATE, PRIOR TO DISCHARGING INTO THE EXISTING PUBLIC SANITARY SEWER SYSTEM. 20.THE CONTRACTOR SHALL COMPLY WITH APPLICABLE OCCUPATIONAL SAFETY AND THE CONTRACTOR SHALL COMPLY WITH APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS AT ALL TIMES. 21.PRIOR TO THE INSTALLATION OF SANITARY SEWERS, ALL ROUGH GRADING, INCLUDING PRIOR TO THE INSTALLATION OF SANITARY SEWERS, ALL ROUGH GRADING, INCLUDING FILL, SHALL BE COMPLETED TO A MINIMUM OF 4 FEET OVER THE TOP OF THE SEWER PIPE. BEDDING, SHADING, AND TRENCH BACKFILL COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH PCRWRD SSDC 2016, DETAIL NO. RWRD 104, OR AS SHOWN ON THE PLANS. SHOULD GROUND WATER OR UNANTICIPATED SOIL CONDITIONS BE ENCOUNTERED, THE BEDDING SHALL BE MODIFIED BY THE DESIGN ENGINEER AND APPROVED BY THE PCRWRD FIELD ENGINEER. WHEN THE NEW SEWER IS LOCATED WITHIN A PUBLIC SEWER EASEMENT, COMPACTION OF BACKFILL SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS OR AS OTHERWISE DIRECTED BY PCRWRD. WHEN THE NEW SEWER IS LOCATED WITHIN RIGHT-OF-WAY, COMPACTION OF BACKFILL SHALL BE IN ACCORDANCE WITH THE RIGHT-OF-WAY AGENCY HAVING JURISDICTION. 22.SANITARY SEWER CONSTRUCTION SHALL START AT THE LOWEST DOWNSTREAM POINT SANITARY SEWER CONSTRUCTION SHALL START AT THE LOWEST DOWNSTREAM POINT AND PROCEED UPSTREAM, REGARDLESS OF THE STATIONING SHOWN ON THE PLANS. IF CONSTRUCTION CANNOT BE PERFORMED IN THIS MANNER, THE CONTRACTOR SHALL PROVIDE AN OUT-OF-SEQUENCE LETTER FOR APPROVAL BY THE PCRWRD FIELD ENGINEER PRIOR TO THE START OF SEWER CONSTRUCTION. 23.THE HORIZONTAL AND VERTICAL SEPARATION BETWEEN PUBLIC WATER MAINS AND THE HORIZONTAL AND VERTICAL SEPARATION BETWEEN PUBLIC WATER MAINS AND PUBLIC SEWER LINES SHALL COMPLY WITH ARIZONA ADMINISTRATIVE CODE (A.A.C.) R18-5-502 AND PCRWRD SSDC 2016, DETAIL NO. RWRD 108. 24.PLANTING WITHIN PUBLIC SEWER EASEMENTS SHALL ONLY BE ALLOWED WITH SPECIAL PLANTING WITHIN PUBLIC SEWER EASEMENTS SHALL ONLY BE ALLOWED WITH SPECIAL APPROVAL. TREES WITH BRANCHES OR ROOTS HAVING THE POTENTIAL TO EXTEND INTO PUBLIC SEWER EASEMENTS SHALL BE AVOIDED. IN SPECIAL CASES, WHERE THE PUBLIC SEWERS MUST BE LOCATED OUTSIDE PAVED OR STABILIZED AREAS, LANDSCAPING AND PLANTING SHALL ADHERE TO GUIDELINES IN PCRWRD EDS 2016, SECTION 7.7 AND PCRWRD SSDC 2016, DETAIL NO. RWRD 111. 25.ALL STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES SHALL BE ALL STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES SHALL BE INSTALLED TO PREVENT ALL STORM WATER, CONSTRUCTION WATER, FUELS, CHEMICALS, LIQUIDS, OR OTHER CONTAMINANTS, FROM BEING DIRECTED INTO OR ONTO ANY SANITARY SEWER FACILITIES. PROTECTION OF SANITARY SEWER FACILITIES SHALL BE A PART OF THE APPROVED CONSTRUCTION SWPPP AND BEST MANAGEMENT PRACTICES. PROTECTION DEVICES SHALL BE INSTALLED AND MAINTAINED AROUND ALL POTENTIALLY AFFECTED SANITARY SEWER FACILITIES WITHIN THE PROJECT LIMITS. ADDITIONAL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE USE OF RAIN STOPPERS AND MANHOLE COVERS AS DEEMED NECESSARY BY PCRWRD. 26.ALL PROJECT ACTIVITIES MUST BE KEPT WITHIN THE PROJECT AREAS. CONCERNING ALL PROJECT ACTIVITIES MUST BE KEPT WITHIN THE PROJECT AREAS. CONCERNING HUMAN BURIAL REMAINS, ARCHAEOLOGICAL CLEARANCE RECOMMENDATIONS DO NOT EXEMPT THE DEVELOPMENT FROM COMPLYING WITH STATE BURIAL PROTECTION LAWS. IN THE EVENT THAT HUMAN REMAINS, INCLUDING HUMAN SKELETAL REMAINS, CREMATIONS, CEREMONIAL OBJECTS OR FUNERARY OBJECTS, ARE FOUND DURING EXCAVATION OR CONSTRUCTION, GROUND DISTURBING ACTIVITIES MUST CEASE IN THE IMMEDIATE VICINITY OF THE DISCOVERY. ARIZONA STATE LAWS ARS 41-844 AND 41-865 REQUIRE THAT THE ARIZONA STATE MUSEUM BE NOTIFIED OF THE DISCOVERY AT (520) 621-4795 SO THAT CULTURAL GROUPS WHO CLAIM CULTURAL OR RELIGIOUS AFFINITY TO THE REMAINS CAN MAKE APPROPRIATE ARRANGEMENTS FOR THE REPATRIATION AND REBURIAL OF THE REMAINS. THE HUMAN REMAINS WILL BE REMOVED FROM THE SITE BY A PROFESSIONAL ARCHAEOLOGIST PENDING CONSULTATION AND REVIEW BY THE ARIZONA STATE MUSEUM AND THE CONCERNED CULTURAL GROUPS.

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ACCESS GATE DETAIL

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Tel 520.321.4625 | Fax 520.321.0333


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LATERAL MIGRATION SETBACK

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IRVINGTON ROAD

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(PUBLIC)

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141-01-005C

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STATE OF ARIZONA

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CONNECT TO EXISTING BLOCK-OUT PER PCRWRD SD 301. CONSTRUCT 4' DIAMETER MANHOLE PER PCRWRD SD 205. INSTALL 24" MANHOLE FRAME AND COVER PER PCRWRD SD 213. INSTALL CONCRETE COLLAR PER PCRWRD SD 212. COMPACTED SUBGRADE. REINFORCED CONCRETE BASE PER PCRWRD SD 201. NOT USED. EXISTING 20' RECLAIMED WATERLINE EASEMENT PER DKT 5482 PG 648. 100' RIGHT OF WAY TO TUCSON GAS AND ELECTRIC COMPANY PER DKT 2682 PG 266. NEW 30' PUBLIC SEWER EASEMENT PER SEQ NO ______________ NEW 40' PUBLIC SEWER EASEMENT PER SEQ NO ______________ NEW 50' PUBLIC SEWER EASEMENT PER SEQ NO ______________ INSTALL TEMPORARY PLUG AND SECURE WITH A CHAIN OR CABLE TO A MANHOLE STEP. PLUG TO INCLUDE CONTRACTOR'S COMPANY NAME. THE PLUG TO BE REMOVED AFTER PDEQ'S DISCHARGE AUTHORIZATION AND POST PAVING INSPECTION AS DIRECTED BY THE FIELD ENGINEERING INSPECTOR. UTILITY TRENCH PATCH PER PC/COT SD 216. INSTALL NEW GATE IN FENCE AT RIGHT OF WAY FOR SEWER ACCESS, SEE DETAIL SHEET 2. GRADED TURN AROUND PER S.D. PCRWRD 110. INSTALL COUPLING FOR UNLIKE MATERIAL PER PCRWRD SD 103.

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DO NOT ALLOW SEWAGE FLOW TO ENTER PUBLIC SEWER UNTIL RELEASED BY PCRWRD

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Tel 520.321.4625 | Fax 520.321.0333


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141-01-005C

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STATE OF ARIZONA

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COMPACTED SUBGRADE TO BE USED FOR ENTIRE WITH OF PROPOSED SEWER EASEMENT

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Tel 520.321.4625 | Fax 520.321.0333


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141-01-005C

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STATE OF ARIZONA

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SEE ON-SITE SEWER PLANS FOR CONTINUATION

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COMPACTED SUBGRADE TO BE USED FOR ENTIRE WITH OF PROPOSED SEWER EASEMENT

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