INTEROFFICE MEMORANDUM

(1)

X:\1-Subdivision Department\03-Commercial Development Project files\Ventana Logistics Expansion\DPP2101-001 Plan Set\DPP2101-001 Ventana Logisitics Sub 2\DPP2101-001 Sub 2 Comments.docx

INTEROFFICE MEMORANDUM

TO: Comment Letters

FROM: Mike McDonald, CFM, Engineering Specialist THRU:

SUBJECT: DPP2101-002 Ventana Logistics II Expansion 2nd _Submittal DATE: 16 March 2021

CC:

Development Engineering has reviewed the above-referenced submittal and it is Conditionally Accepted. Please address the comments below and in the attached redline plans.

General Comments

(2)

D

DEVELOPMENT PLAN PACKAGE for

VENTANA LOGISTICS EXPANSION

1. THE GROSS AREA OF THE DEVELOPMENT IS 200,817.70 SQUARE FEET (4.61 ACRES).

2. EXISTING ZONING:

THE ZONING DESIGNATION IS "F", TANGERINE COMMERCE PARK SPECIFIC

PLAN PER MARANA ORDINANCE NO. 2005.27 THE LAND USE DESIGNATION

IS "COMMERCE PARK".

3. BUILDING AREA AND LOT COVERAGE:

PROPOSED BUILDINGS (INCLUDING PATIOS) = 62,755 SF

MAXIMUM BUILDING COVERAGE ALLOWED = 50%

PROPOSED LOT COVERAGE (62,755/200,817.70) = 31%

4. MAXIMUM ALLOWABLE BUILDING HEIGHT = 55'

ACTUAL BUILDING HEIGHT = 36.5'

5. REQUIRED BUILDING SETBACKS PER TANGERINE COMMERCE PARK SPECIFIC PLAN:

MINIMUM PROVIDED

STREET 30' 140.5' MIN.

SIDE 20' 79.5' MIN. EAST

REAR 30' 118.2' MIN.

6. PARKING CALCULATIONS:

MOTOR VEHICLE: (1 SPACE PER 1,000 SF)

TOTAL SPACES REQUIRED (62,755/1,000) = 63 SPACES

ON-SITE SPACES PROVIDED = 115 SPACES

OFF-SITE SPACES PROVIDED = 60 SPACES*

TOTAL SPACES PROVIDED = 176 SPACES

*SHARED PARKING AGREEMENT PER _________

HANDICAP SPACES REQUIRED = 7 SPACES

HANDICAP SPACES PROVIDED = 7 SPACES

7. LANDSCAPE REQUIREMENTS PER "REGIONAL COMMERCIAL" ZONING OF THE TOWN OF MARANA LAND DEVELOPMENT CODE:

MINIMUM REQUIRED:

FRONT BUFFERYARD (PER SPECIFIC PLAN) 30 LF

SIDE BUFFERYARD 6 LF MIN.

8. THE BASIS OF BEARINGS FOR THIS PROJECT IS THE NORTH LINE OF THE NW 1/4 OF SECTION 1, T.12S., R.11E., G.&S.R.M., PIMA COUNTY, ARIZONA. AS RECORDED IN THAT SURVEY RECORDED IN BOOK 58, PAGE 25 OF SURVEYS, PIMA COUNTY, ARIZONA. THE BEARING OF SAID LINE IS N 89°27'45" E. 9. THE BASIS OF ELEVATIONS FOR THIS PROJECT IS PIMA COUNTY DEPARTMENT

OF TRANSPORTATION OPUS CONTROL POINT "12S11E_A23", DESCRIBED AS A 1/2" REBAR TAGGED "PCDOT REF" BEING THE REFERENCE PIN S.E. OF THE NORTH 1/4 CORNER OF SECTION 1, T.12S, R.11E., G.&S.R.M., PIMA COUNTY, ARIZONA. THE ELEVATION OF SAID BENCHMARK IS 2035.102', NAVD 88 DATUM.

10. ALL WALLS SHALL BE CONSTRUCTED OF, OR PAINTED WITH, GRAFFITI RESISTANT MATERIALS.

11. ALL SIGNAGE TO BE APPROVED UNDER SEPARATE PERMIT.

12. DEVELOPER WILL COVENANT TO HOLD THE TOWN OF MARANA, ITS SUCCESSORS AND ASSIGNS, HARMLESS IN THE EVENT OF FLOODING.

13. DRAINAGE WILL NOT BE ALTERED, DISTURBED, OR OBSTRUCTED WITHOUT THE APPROVAL OF THE MARANA TOWN COUNCIL.

14. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. CALL ARIZONA811

(1-800-782-5348) TWO FULL WORKING DAYS PRIOR TO EXCAVATION. 15. THE CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE WHEN

THEY REQUIRE THE SERVICES OF THE ENGINEER OR ANY OTHER PERSON PROPERLY AUTHORIZED FOR SUCH PURPOSE FOR LAYING OUT ANY PORTION OF THE WORK, AND SHALL ALSO DIG ALL STAKE HOLES

NECESSARY TO GIVE LINE AND LEVELS AND SHALL PROVIDE ASSISTANCE CALLED FOR BY THE ENGINEER OR HIS ASSISTANTS UPON ANY PART OF THE WORK WHENEVER SO REQUESTED.

16. THE CONTRACTOR SHALL PRESERVE ALL STAKES SET FOR THE LINES, LEVELS OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACE UNTIL

AUTHORIZED TO REMOVE THEM BY THE ENGINEER. ANY EXPENSE INCURRED IN REPLACING ANY STAKES WHICH THE CONTRACTOR OR HIS SUBORDINATES MAY HAVE FAILED TO PRESERVE SHALL BE CHARGED TO THE CONTRACTOR.

17. THE CONTRACTOR HAS THE RESPONSIBILITY TO FURNISH, HAUL AND SUPPLY ALL WATER REQUIRED FOR COMPACTION AND FOR THE CONTROL OF DUST FROM CONSTRUCTION ACTIVITY.

18. ALL ORGANIC MATERIAL SHALL BE REMOVED WITHIN THE CLEARING LIMITS FOR NECESSARY GRADING TO A DEPTH OF SIX (6) INCHES AND HAULED FROM THE SITE PRIOR TO GRADING.

19. BUILDING SITES SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF FINISH BUILDING PAD ELEVATIONS AS STATED BY THE ENGINEER. STREETS AND PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF FINISH SUB-GRADE AS STATED BY THE ENGINEER.

20. COMPACTION IN ALL AREAS SHALL BE TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO DESIGNATION T-99, METHOD A. THOSE AREAS TO RECEIVE FILL ARE TO BE SCARIFIED TO A DEPTH OF TWELVE (12) INCHES, BROUGHT TO THE PROPER MOISTURE CONTENT AND COMPACTED TO THE ABOVE DENSITY, THE AREA SOURCE OF FILL MATERIAL SHALL BE APPROVED BY THE OWNER PRIOR TO

COMMENCEMENT OF WORK. TESTS OF FILL MATERIAL WILL BE DONE AT THE OWNER'S EXPENSE.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE, REPAIR OR REPLACEMENT OF EXISTING IMPROVEMENTS IN THE WORK AREA WHICH HAVE BEEN REMOVED OR DAMAGED DURING THE COURSE OF CONSTRUCTION. ALL REPAIR REPLACEMENT, OR CLEANUP SHALL BE DONE TO THE SATISFACTION OF THE OWNER.

22. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) TO CONTROL SEDIMENT POLLUTION DURING GRADING OPERATIONS TO THE GREATEST EXTENT POSSIBLE IN ACCORDANCE WITH THE ARIZONA POLLUTANT DISCHARGE ELIMINATION SYSTEM CONSTRUCTION GENERAL PERMIT.

23. IF ANY HUMAN REMAINS OR FUNERARY ITEMS ARE DISCOVERED DURING CONSTRUCTION, OR AT ANY TIME, ALL WORK MUST STOP IN THE AREA OF THE REMAINS AND THE REPATRIATION COORDINATOR OF THE ARIZONA STATE MUSEUM SHALL BE IMMEDIATELY CONTACTED AT (520) 621-4795. PURSUANT TO A.R.S. 41-865.

24. ALL SLOPES WHICH ARE STEEPER THAN 3:1 WILL BE PROTECTED WITH 6" DIAMETER (MINIMUM) ROCK RIP-RAP OR CONCRETE BANK PROTECTION. 25. OBJECTS AND MATERIALS WITHIN SIGHT VISIBILITY TRIANGLES SHALL BE

PLACED SO AS TO NOT INTERFERE WITH A VISIBILITY PLANE DESCRIBED BY TWO HORIZONTAL LINES LOCATED 30 INCHES AND 72 INCHES ABOVE FINISH GRADE OF THE ROADWAY SURFACE, AND SHALL CONFORM TO THE TOWN OF MARANA SUBDIVISION STREET STANDARDS.

JOHN DAVID REYES REGISTERED LAND SURVEYOR NO. 41603

I HEREBY CERTIFY THAT THIS PLAN REPRESENTS A PERIMETER BOUNDARY AND TOPOGRAPHY SURVEY MADE BY MYSELF OR UNDER MY SUPERVISION, AND THAT ALL BOUNDARY MONUMENTS INDICATED HEREON ACTUALLY EXIST, AND THEIR LOCATION, SIZE AND MATERIAL ARE CORRECTLY SHOWN.

26. INSTALLATION OF ITEMS SUCH AS LANDSCAPING, IRRIGATION, SIGNAGE, MONUMENTS, WALLS AND DRAINAGE IMPROVEMENTS IN THE PUBLIC RIGHTS-OF-WAY SHALL REQUIRE A PERPETUAL LICENSE AGREEMENT FOR INSTALLATION, MAINTENANCE AND INDEMNIFICATION. THIS DOCUMENT SHALL BE EXECUTED PRIOR TO ANY PLAN APPROVED ALLOWING

INSTALLATION WITHIN THE PUBLIC RIGHTS-OF-WAY.

27. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL OBTAIN A TOWN OF MARANA BUSINESS LICENSE PRIOR TO COMMENCEMENT OF ANY WORK. 28. TRACER WIRE REQUIRED FOR ALL IRRIGATION SLEEVES.

29. DISTURBANCE LIMITS WILL BE CLEARLY MARKED.

30. THE CONTRACTOR SHALL VERIFY THE EXISTING PRESSURE AND NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BEFORE CONTINUING THE WORK.

31. THIS DEVELOPMENT COMPLIES WITH MARANA TOWN CODE FOR ACCESSIBLE PARKING SIGNAGE REQUIREMENTS.

32. ALL EXTERIOR LIGHTING SHALL BE PER THE CURRENTLY ADOPTED TOWN OF MARANA OUTDOOR LIGHTING CODE.

33. A COPY OF THE APPROVED PLAN AND GRADING PERMIT SHALL BE KEPT IN AN EASILY ACCESSIBLE LOCATION ON THE SITE AT ALL TIMES DURING CONSTRUCTION.

34. ALL REVISIONS TO PLANS MUST BE APPROVED BY THE TOWN OF MARANA DEVELOPMENT SERVICES DEPARTMENT PRIOR TO CONSTRUCTION.

35. THIS PROJECT LIES WITHIN THE PLANNED WATER SERVICE AREA OF THE TOWN OF MARANA WATER DEPARTMENT WHICH IS DESIGNATED BY THE DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY.

36. THIS PROJECT LIES WITHIN THE PLANNED WASTEWATER SERVICE AREA OF THE TOWN OF MARANA WATER DEPARTMENT.

37. ALL PUBLIC ROADS AND DRAINAGE IMPROVEMENTS ON OR ADJACENT TO THIS DEVELOPMENT SHALL BE CONSTRUCTED TO TOWN OF MARANA STANDARDS IN ACCORDANCE WITH PLANS ACCEPTED BY MARANA PUBLIC WORKS DIRECTOR/TOWN ENGINEER.

38. ANY RELOCATION OR MODIFICATION OF EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS REQUIRED BY THIS DEVELOPMENT WILL BE AT NO

EXPENSE TO THE PUBLIC.

39. ON-SITE SANITARY SEWER MAINS WILL BE PUBLIC AND WILL BE DESIGNED AND CONSTRUCTED TO DEPARTMENT STANDARDS AND MUST BE

ACCEPTED AND RELEASED FOR SERVICE BY MARANA WATER DEPARTMENT PRIOR TO THE ISSUANCE OF SEWER CONNECTION PERMITS.

A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM MARANA WATER DEPARTMENT BEFORE BEGINNING ANY WORK ON THIS PROJECT. 40. ANY WASTEWATER DISCHARGED IN THE PUBLIC SANITARY SEWER SYSTEM

SHALL MEET THE REQUIREMENTS OF THE INDUSTRIAL WASTE ORDINANCE. (MARANA TOWN CODE CHAPTER 14-10.)

41. AIR QUALITY ACTIVITY PERMITS MUST BE SECURED BY THE DEVELOPER, OR PER THE CONTRACTOR FROM THE PIMA COUNTY DEPARTMENT OF

ENVIRONMENTAL QUALITY PRIOR TO CONSTRUCTION. 42. ALL REQUIRED PARKING SHALL BE OFF-STREET, ON-SITE.

43. AREAS AND SPACES DESIGNATED FOR REQUIRED PARKING SHALL NOT BE CONVERTED TO OTHER USES UNLESS IT CAN BE DEMONSTRATED THAT SUFFICIENT ON-SITE PARKING EXISTS.

44. THE DEVELOPMENT SHALL COMPLY WITH PIMA ASSOCIATION OF GOVERNMENTS (PAG) STANDARD SPECIFICATIONS FOR PUBLIC

IMPROVEMENTS, 2015 EDITION, EXCEPT FOR CURB ACCESS RAMPS IN THE RIGHT-OF-WAY WHICH ARE TO BE CONSTRUCTED PER TOWN OF MARANA STANDARDS.

45. FIRE FLOW FOR THIS DEVELOPMENT IS 1689 GPM FOR A 2 HOUR DURATION. TYPE V-B CONSTRUCTION WITH AN AUTOMATIC INTERIOR FIRE SPRINKLER SYSTEM.

46. AUTOMATIC FIRE SPRINKLER SYSTEM RISERS SHALL BE LOCATED IN A SEPARATE ROOM WITH AN OUTSIDE ACCESS DOOR. THE ROOM MAY CONTAIN OTHER FIRE PROTECTION EQUIPMENT BUT SHALL NOT BE USED FOR GENERAL STORAGE OF FUEL FIRED EQUIPMENT. THE RISER ROOM DOOR SHALL BE IDENTIFIED WITH BLOCK LETTERS A MINIMUM OF 6 INCHES IN HEIGHT WITH 1/2 INCH STROKE STATING "RISER ROOM" IN A COLOR CONTRASTING WITH THE DOOR COLOR.

47. THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL DAYLIGHT DRAIN INTO THE FACE OF A CURB, GUTTER, OF APPROVED DRAIN. DAYLIGHT DRAINAGE FROM THE FIRE SPRINKLER SYSTEM SHALL NOT CROSS ANY SIDEWALK, CROSSWALK, HANDICAP PARKING SPACE, OR CHILDREN'S PLAY AREA. 48. CONSTRUCTION SHALL NOT TAKE PLACE ON THIS SITE UNTIL THE FIRE FLOW

AND ACCESS REQUIREMENTS HAVE BEEN MET (SECTION 507.4, INTERNATIONAL FIRE CODE).

49. THE DESIGN VEHICLE FOR THIS PROJECT IS WB-65.

50. THE DESIGN SPEED FOR TANGERINE FARMS ROAD IS 55 MPH. 51. THE SURVEY FOR THIS PROJECT WAS PERFORMED BY:

CYPRESS CIVIL DEVELOPMENT

2030 EAST SPEEDWAY BOULEVARD, SUITE 110 TUCSON, ARIZONA 85719

ATTN: MR. JOHN D. REYES, AZ RLS #41603 PH: (520) 499-2456

52. ANY WORK WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS DEDICATED AS PUBLIC RIGHT-OF-WAY, WILL REQUIRE A RIGHT-OF-WAY USE PERMIT. 53. DISTURBANCE LIMITS WILL BE CLEARLY MARKED.

54. A QUALIFIED BIOLOGIST WILL COMPLETE A SURVEY FOR THE WESTERN BURROWING OWL NO MORE THAN 30 DAYS PRIOR TO GROUND DISTURBANCE.

55. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH THE TOWN OF MARANA RIGHT OF WAY INSPECTOR PRIOR TO COMMENCEMENT OF ANY WORK WITHIN THE PUBLIC RIGHT OF WAY. 56. THE CONTRACTOR SHALL SUBMIT TO THE TOWN OF MARANA A TRAFFIC

CONTROL PLAN FOR EACH PHASE OF THE WORK A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK WITHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR SHALL HAVE ON SITE, AT ALL

TIMES, TRAFFIC CONTROL PLANS ACCEPTED (STAMPED) BY THE TOWN OF MARANA FOR ALL WORK BEING PERFORMED WITHIN THE PUBLIC RIGHT OF WAY. 57. FLOOD PLAIN .

1 cover sheet

AS NOTED N/A 1. COVER SHEET 2. NOTES 3. SITE PLAN

4. GRADING + DRAINAGE PLAN 5. UTILITIES + EASEMENTS PLAN 6. DETAILS

7. COVER SHEET/ NOTES 8. PLANTING

9. IRRIGATION PLAN

10. LANDSCAPE IRRIGATION DETAILS

PROJECT OVERVIEW PLAN

CERTIFICATION OF BOUNDARY SURVEY

APPROVAL BLOCK

GENERAL NOTES

GENERAL NOTES (cont.)

SHEET INDEX

IN THE NE 1/4 OF THE NE 1/4 OF SECTION 1, T. 12 S., R. 11 E., G.&S.R.M., TOWN OF MARANA,

PIMA COUNTY, ARIZONA

LOCATION MAP

NORTH

3" = 1 MILE W TANGERINE RD W CROSSROADS TR

THIS

PROJECT

I-10

36

31

06

01

PARCEL A, PARCEL C, PARCEL D AND A PORTION OF PARCEL B, RECORDED IN BOOK 58, PAGE 25 OF SURVEYS, PIMA COUNTY RECORDS, LOCATED IN NE 1/4 SEC. 1., T.12S., R.11.E., & SEC. 6, T.12S., R.12E., G.&S.R.M., MARANA, PIMA COUNTY, AZ

NO. DATE REVISION DESCRIPTION BY

CYPRESS PROJECT NO: 20.158

OWNER/DEVELOPER

TANGERINE/I-10 LLC

3567 EAST SUNRISE DRIVE, SUITE 219 TUCSON, ARIZONA 85718

ATTN: MR. BILL HALLINAN PH: (520) 299-8424

E: [email protected]

SITE ADDRESS

9821 WEST TANGERINE ROAD MARANA, ARIZONA 85653 A.P.N. 215-01-003U & 003V

DEVELOPMENT PLAN PACKAGE for

VENTANA LOGISTICS EXPANSION

DPP2101-001

OF

10 REF: DPR1406-002, DPR-14033, ENG1408-007, PCZ0405-001

2030 east speedway boulevard suite #110

tucson, arizona 85719 ph: 520.499.2456

e: [email protected]

ARCHITECT

SEAVER FRANKS ARCHITECTS INC. 2552 NORTH ALVERNON WAY TUCSON, ARIZONA 85712 ATTN: RICH HUCH

PH: (520) 795-4000 E: [email protected]

SCALE:

DATE:

C.I.:

3/01/21

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

37624 KEVIN M.

HALL

Regis

tered

Professional Engin_eer

(Civ_il)

CER TIFIC A T E NO.

. .2 0

ARIZ_{ONA, U.S.}A.

D a te Sig ned ₀₃01 21 CER TIFIC A T E NO. . .2 0

ARIZ_{ONA, U.S.}A.

D a te Sig ned 41603 JOHN DAVID REYES R EG ISTE REDLAND SU RV_E Y_O R _ _ _

LEGEND

EXISTING

PROPOSED

SUBJECT PROPERTY BOUNDARY RIGHT-OF-WAY

OTHER PARCEL LINE ROADWAY CENTERLINE SECTION LINE EASEMENT

EXISTING

PROPOSED

(99.99P) 99.99P 2580 FLOW-LINE CONTOUR SPOT ELEVATION GRADING LIMITS CURB ASPHALT CONCRETE PAINT STRIPE RIPRAP FENCE WALL STREET/SITE LIGHT SD

STORM DRAIN PIPE STORM DRAIN MANHOLE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC GAS PIPE SEWER PIPE WATER PIPE UNKNOWN UTILITY

NON-POTABLE WATER PIPE

U

POWER POLE

C COMMUNICATION PEDESTAL

COMMUNICATION

CV COMMUNICATION VAULT

L LIGHT PULL BOX

F

o FIBER-OPTIC MARKER G GAS MARKER G GAS METER SEWER MANHOLE SEWER CLEANOUT W W BF BF WATER METER BACKFLOW PREVENTER WATER VALVE FIRE HYDRANT SURVEY MONUMENT PARKING SPACE COUNT

C-1

ZONING DIVISION

SVT

R.O.W.

SIGHT VISIBILITY TRIANGLE RIGHT-OF-WAY

A.P.N.

ASSESSOR'S PARCEL NUMBER

BW; TW

LP; HP

C

P

TC

GB

FFE

FG

PAVEMENT (ASPHALT) CONCRETE TOP OF CURB FINISHED GRADE

BOTTOM OF WALL; TOP OF WALL LOW POINT; HIGH POINT

GRADE BREAK

FINISHED FLOOR ELEVATION

SCALE: 1"=100'

W TANGERINE FARMS RD (PUBLIC)

DKT. 12837, PG. 5258, MAPS AND PLATS

BK. 58, PG. 25, SURVEYS TANGERINE COMMERCE PARK DKT. 12706, PG. 1559 COMMERCIAL

F

TANGERINE COMMERCE PARK DKT. 12706, PG. 1559 COMMERCIAL A.P.N. 215-01-003H

F

TANGERINE COMMERCE PARK DKT. 12706, PG. 1559 COMMERCIAL

F

EXISTING 1-STORY BUILDING #1 AREA=60,000 SF HEIGHT=36' NEW 1-STORY BUILDING #2 AREA=60,437 SF HEIGHT=36.5' N 00°32'15" W 438.52' N 35°52'12" E 377.02' PATIO AREA=2,318 SF S 89°27'45" W 303.50' N 89°27'45" E 27.00' S 00°32'15" E 361.16' S 89°27'45" W 27.00' S 00°32'15" E 140.50' S 00°32'15" E 124.82' S 89°27'45" W 76.85' N 54°07'48" W 194.55'

Submittal 2

The floodplain information did not make it to the sheet. Please add the floodplain firm panel and flood zone listing.

03/16/2021

(3)

2 notes

N/A N/A 1. AGGREGATE BASE COURSE SHALL CONFORM TO PAG STANDARD

SPECIFICATION SECTION 303.

2. ASPHALTIC CONCRETE SHALL CONFORM TO PAG STANDARD SPECIFICATION SECTION 406, MIX NO. 2.

3. ALL CONCRETE SHALL CONFORM TO PAG STANDARD SPECIFICATION SECTION 1006, CLASS B, 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, OR CLASS S, 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE SPECIFIED.

4. PAVED AREAS ARE TO BE PRETREATED FOR WEED CONTROL. FOR

HERBICIDE TREATMENT APPLY AT A RATE OF 0.20 TO 0.50 GALLON PER SQUARE YARD OVER COMPACTED SUBGRADE. APPLY MATERIAL TO PENETRATE AND SEAL, BUT NOT FLOOD, THE

SURFACE. CURE AND DRY AS LONG AS NECESSARY TO OBTAIN PENETRATION AND EVAPORATION OF THE VOLATILE.

5. CONTRACTOR SHALL ADJUST BOTH EXISTING AND NEW WATER VALVES, BOX COVERS, WATER METER BOXES, SANITARY SEWER MANHOLE AND CLEAN-OUT RING AND COVERS, TELEPHONE AND ELECTRIC MANHOLE RING AND COVERS TO THE NEW FINISHED GRADE.

6. LANDSCAPE AREAS SHALL BE DEPRESSED TO MAXIMIZE STORM WATER HARVESTING IN AREAS SHOWN ON LANDSCAPE AND/OR GRADING PLANS. WATER HARVESTING SHALL NOT OCCUR WITHIN TEN FEET (10') OF THE BUILDING FOUNDATION.

7. THE CONTRACTOR SHALL FURNISH, HAUL AND APPLY ALL WATER

REQUIRED FOR COMPACTION AND FOR THE CONTROL OF DUST FROM CONSTRUCTION ACTIVITY.

8. ALL WORK SHALL CONFORM TO TITLE 19 OF THE TOWN OF MARANA LAND DEVELOPMENT CODE, AND THE PIMA COUNTY ASSOCIATION OF

GOVERNMENTS (PAG) STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, VOLUMES 1 AND 2, 2015 EDITION.

9. CONSTRUCTION OBSERVATIONS, REPORTS AND CERTIFICATIONS:

A. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO OBSERVE CONSTRUCTION, TEST MATERIALS, PROVIDE REPORTS AND CERTIFY THAT THE GRADING AND MATERIALS ARE SUBSTANTIAL COMPLIANCE WITH THE APPROVED PLANS,

SPECIFICATIONS AND PROJECT GEOTECHNICAL REPORT RECOMMENDATIONS.

B. UPON COMPLETION OF THE PROJECT THE CONTRACTOR SHALL

PROVIDE A SET OF REDLINED AS-BUILT PLANS TO THE ENGINEER (SEE SECTION 13.C)

C. A REGISTERED CIVIL ENGINEER SHALL PREPARE AS-BUILT PLANS AND CERTIFY THAT THIS PROJECT WAS CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS, SPECIFICATIONS AND GEOTECHNICAL REPORT RECOMMENDATIONS.

D. THE CONTRACTOR SHALL CERTIFY THAT CONSTRUCTION WAS COMPLETED IN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS, SPECIFICATIONS AND PROJECT GEOTECHNICAL REPORT RECOMMENDATIONS.

E. THE CONTRACTOR MUST COMPLY WITH ALL CONDITIONS OF THE TOWN OF MARANA TYPE II GRADING PERMIT AND THE TOWN OF MARANA PRIVATE IMPROVEMENT AGREEMENT IF DEEMED

NECESSARY.

10. THE CONTRACTOR SHALL DETERMINE IN ADVANCE OF CONSTRUCTION IF OVERHEAD UTILITY LINES, SUPPORT STRUCTURES, POLES, GUYS, ETC. ARE AN OBSTRUCTION TO CONSTRUCTION OPERATIONS. IF ANY OBSTRUCTION TO CONSTRUCTION OPERATIONS IS EVIDENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE UTILITY OWNER TO REMOVE OR SUPPORT THE UTILITY OBSTRUCTION. ANY COST ASSOCIATED WITH THIS EFFORT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

11. ALL ORGANIC MATERIAL SHALL BE REMOVED WITHIN THE CLEARING LIMITS FOR NECESSARY GRADING TO A DEPTH OF SIX (6) INCHES AND HAULED FROM THE SITE PRIOR TO GRADING.

12. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS.

13. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY GOVERNMENT AGENCIES.

14. IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION AND ARE BEYOND THE SCOPE OF THE DESIGN, THE ENGINEER SHALL SUBMIT THE NECESSARY REVISIONS OR SUPPLEMENTAL IMPROVEMENT PLANS FOR REVIEW AND APPROVAL BY THE TOWN OF MARANA PRIOR TO CONSTRUCTION.

15. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE

DRAWINGS, NOTES AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER/DEVELOPER AND RESOLVED BEFORE PROCEEDING WITH THE WORK.

16. PROJECT EARTHWORK (UNADJUSTED)(APPROXIMATE):

TOTAL CUT TOTAL FILL COMPOSITE

5864 CY 1591 CY 4273 CY (C)

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE HIS OWN EARTHWORK QUANTITIES AND SUBMIT HIS BID THEREON. EARTHWORK QUANTITIES SHOWN HEREON ARE ESTIMATED FOR PERMITTING

PURPOSES ONLY AND ARE NOT TO BE USED FOR BIDDING OR PAYMENT QUANTITIES.

17. THE CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE WHEN THEY REQUIRE THE SERVICES OF THE ENGINEER OR ANY OTHER PERSON PROPERLY AUTHORIZED FOR SUCH PURPOSE FOR LAYING OUT ANY PORTION OF THE WORK, AND SHALL ALSO DIG ALL STAKE HOLES

NECESSARY TO GIVE LINE AND LEVELS AND SHALL PROVIDE ASSISTANCE CALLED FOR BY THE ENGINEER OR HIS ASSISTANTS UPON ANY PART OF THE WORK WHENEVER SO REQUESTED.

GENERAL PAVING + GRADING NOTES

OWNER/DEVELOPER

TANGERINE/I-10 LLC

SITE ADDRESS

DEVELOPMENT PLAN PACKAGE for

VENTANA LOGISTICS EXPANSION

DPP2101-001

OF

10 REF: DPR1406-002, DPR-14033, ENG1408-007, PCZ0405-001

ARCHITECT

SCALE:

DATE:

C.I.:

3/01/21

37624 KEVIN M.

HALL

Regis

tered

(Civ_il)

CER TIFIC A T E NO.

. .2 0

ARIZ_{ONA, U.S.}A.

D a te Sig ned ₀₃01 21

1. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO PROVIDE THE CONSTRUCTION LAYOUT. THE SURVEYOR SHALL VERIFY THE KNOWN BENCHMARK AND COMPARE THE SITE CONDITIONS WITH THE PLANS AND SHALL NOTIFY THE OWNER OF ANY DISCREPANCIES OBSERVED SHOULD ANY BENCHMARK, GRADE OR DESIGN INDICATED ON THE PLANS BE SUSPECT. THE OWNER SHALL BE NOTIFIED OF SAID BENCHMARK, GRADE OR DESIGN PROBLEM AT LEAST

TWENTY-FOUR (24) HOURS BEFORE CONSTRUCTION IS SCHEDULED TO BEGIN IN THE AFFECTED AREA.

2. UPON COMPLETION OF THE WORK, THE CONTRACTOR AND HIS SURVEYOR SHALL CERTIFY IN WRITING TO THE OWNER THAT THE PROJECT CIVIL ENGINEERING IMPROVEMENTS WERE STAKED AND BUILT IN

SUBSTANTIAL CONFORMANCE TO THE LINES AND GRADES SHOWN. UNLESS NOTED OTHERWISE, SUBSTANTIAL CONFORMANCE SHALL MEAN

THAT BUILDING SITES HAVE BEEN CONSTRUCTED TO WITHIN 0.10± FEET OF FINISH BUILDING PAD ELEVATIONS AS DESIGNED BY THE ENGINEER. PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10± FEET OF FINISH GRADE AS DESIGNED BY THE ENGINEER. SITE FEATURES SHALL BE WITHIN 0.25 FEET OF SPECIFIED POSITION.

1. A GEOTECHNICAL ENGINEERING INVESTIGATION, INCLUDING

RECOMMENDATIONS FOR GRADING PROCEDURES HAS BEEN PREPARED BY PATTISON ENGINEERING. ALL EARTHWORK OPERATIONS SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN SAID REPORT, DATED JANUARY 18, 2021, PATTISON ENGINEERING, LLC. PROJECT NO. 20-184.

2. THE CONTRACTOR SHALL RETAIN THE SERVICES OF, AND FACILITATE THE WORK OF, AN INDEPENDENT ENGINEERING TESTING LABORATORY

ACCEPTABLE TO PROVIDE THE CONSTRUCTION TESTING OF THE PROJECT EARTHWORK, ASPHALT PAVEMENT AND CIVIL CONCRETE. THE

GEOTECHNICAL ENGINEER SHALL VERIFY THAT INITIAL SITE CONDITIONS CONFORM WITH THE PLANS AND SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES OBSERVED SHOULD ANY SOIL CONDITION ON THE SITE BE SUSPECT OF DETRIMENTAL CHARACTERISTICS. THE

CONTRACTOR SHALL BE NOTIFIED OF CONCERNS AT LEAST

TWENTY-FOUR (24) HOURS BEFORE CONSTRUCTION IS SCHEDULED TO BEGIN ON THE AFFECTED AREA.

3. DURING THE COURSE OF CONSTRUCTION, TEST RESULTS SHALL BE SUBMITTED TO THE CONTRACTOR WHICH INDICATE IF WORK IS BEING DONE IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS.

1. RIPRAP MATERIAL SHALL CONFORM TO PAG STANDARD SPECIFICATION SECTION 913. RIPRAP MATERIAL SHALL BE WELL GRADED, VARYING IN SIZE FROM 4 TO 8 INCHES (d50=6"). THE RIPRAP LAYER SHALL BE 12

INCHES MINIMUM THICKNESS.

2. THE GROUT FOR THE RIPRAP SHALL CONFORM TO PAG STANDARD SPECIFICATION SECTION 914. THE TOTAL GROUT AND RIPRAP LAYER SHALL BE A MINIMUM THICKNESS OF 1.5d50 INCHES (d50=6"). GROUT

THICKNESS SHALL BE EQUAL TO 1.0d50 AND RIPRAP ROCK SHALL BE

EMBEDDED TO A DEPTH OF 0.5d50.

3. FINISH GRADE ("FG") CALLOUTS ARE TO TOP OF RIPRAP, IN APPLICABLE AREAS.

TYPICAL SLOPE TREATMENT

SLOPE GRADIENT

TREATMENT

3:1 OR FLATTER _{REVEGETATED WITH NATIVE SPECIES OR}

PROVIDE OTHER GROUND COVERS SUCH AS NETTING OR CRUSHED ROCK

2:1 TO 3:1 HAND-PLACED RIPRAP OVER FILTER FABRIC

1:1 TO 2:1 GROUTED OR WIRE-TIED RIPRAP

1:1 OR STEEPER STABILITY ANALYSIS OR RETAINING WALL DESIGNED BY STRUCTURAL ENGINEER NOTES:

- SLOPE GRADIENTS ARE HORIZONTAL OR VERTICAL

- FINAL SLOPE TREATMENT SHALL BE AS PER THIS TABLE UNLESS OTHERWISE NOTED ON THIS PLAN OR WITHIN THE

GEOTECHNICAL REPORT.

- SEE RIPRAP NOTES FOR SPECIFICATIONS.

EARTHWORK/MATERIALS TESTING + CERTIFICATION

SURVEY CONTROL AND VERIFICATION DISCLAIMER

RIPRAP NOTES

PAVING + GRADING NOTES (cont.)

18. THE CONTRACTOR SHALL PRESERVE ALL STAKES SET FOR THE LINES, LEVELS OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACE UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEER. ANY EXPENSE INCURRED IN REPLACING ANY STAKES WHICH THE CONTRACTOR OR HIS SUBORDINATES MAY HAVE FAILED TO PRESERVE SHALL BE CHARGED TO THE CONTRACTOR.

19. THE CONTRACTOR SHALL LOCATE ALL STRUCTURES, UNDERGROUND PIPELINES, ELECTRICAL AND TELEPHONE CONDUITS, WHETHER SHOWN OR NOT SHOWN ON THESE PLANS PRIOR TO CONSTRUCTION, AND SHALL OBSERVE ALL POSSIBLE PRECAUTIONS TO AVOID ANY DAMAGE TO THESE FACILITIES.

20. ALL WORK AND MATERIALS WHICH DO NOT CONFORM TO THESE PLANS ARE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.

21. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND

EQUIPMENT TO CONSTRUCT/INSTALL THE IMPROVEMENTS SHOWN ON THESE PLANS UNLESS SPECIFICALLY NOTED OTHERWISE.

22. COMPACTION IN ALL AREAS SHALL BE TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO DESIGNATION T-99, METHOD A. THOSE AREAS TO RECEIVE FILL ARE TO BE SCARIFIED TO A DEPTH OF TWELVE (12) INCHES, BROUGHT TO THE PROPER MOISTURE CONTENT AND COMPACTED TO THE ABOVE DENSITY, THE AREA SOURCE OF FILL MATERIAL SHALL BE APPROVED BY THE OWNER PRIOR TO

COMMENCEMENT OF WORK. TESTS OF FILL MATERIAL WILL BE DONE AT THE OWNER'S EXPENSE.

23. WALLS, FENCES, AND STRUCTURES REQUIRE A BUILDING PERMIT.

24. THE CONTRACTOR SHALL SUBMIT TO THE TOWN OF MARANA A TRAFFIC CONTROL PLAN FOR EACH PHASE OF THE WORK A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL HAVE ON SITE, AT ALL TIMES, TRAFFIC CONTROL PLANS ACCEPTED (STAMPED) BY THE TOWN OF MARANA FOR ALL WORK BEING PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.

25. TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH A RIGHT-OF-WAY PERMIT APPROVED BY THE TOWN OF MARANA SHALL BE POSTED AND MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THE WORK IS COMPLETED. ALL WARNING SIGNS, BARRICADES, ETC. SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ADOPTED BY THE STATE OF ARIZONA PURSUANT TO A.R.S.-28-650. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE,

MAINTENANCE, REPAIR OR REPLACEMENT OF EXISTING IMPROVEMENTS IN THE WORK AREA WHICH HAVE BEEN REMOVED OR DAMAGED

DURING THE COURSE OF CONSTRUCTION. ALL REPAIR REPLACEMENT, OR CLEANUP SHALL BE DONE TO THE SATISFACTION OF THE OWNER AND AT NO COST TO THE TOWN OF MARANA.

27. IT IS THE OWNER'S RESPONSIBILITY TO VERIFY AND MITIGATE ANY POTENTIAL CONSTRUCTION IMPEDIMENTS DUE TO EXISTING

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1 PRIMARY BUILDING ENTRANCE.

2 EXISTING ASPHALT TO REMAIN.

3 EXISTING CURB TO REMAIN.

4 EXISTING CURB RAMP TO REMAIN.

5 EXISTING CONCRETE/SIDEWALK TO REMAIN.

6 EXISTING STRIPING TO REMAIN.

7 EXISTING FENCE TO REMAIN.

8 EXISTING WALL TO REMAIN.

9 EXISTING VALLEY GUTTER TO REMAIN.

10 EXISTING LIGHT TO REMAIN. 11 EXISTING RIPRAP TO REMAIN.

12 NEW 4" WHITE PAINT STRIPE, 0.06" THICK, TRAFFIC RATED (TYP.). 13 NEW ACCESSIBLE SIGN AND POST. SEE DETAIL A, SHEET 6.

14 NEW 6" VERTICAL CURB, TYPE 2, PER PAG DETAIL 209. SEE DETAIL B, SHEET 6.

15 NEW 3" AC PAVEMENT OVER 4" ABC. COMPACT ABC TO 100%. SEE DETAIL C, SHEET 6.

16 SAWCUT A MINIMUM OF 12" INTO THE EXISTING PAVEMENT. REMOVE EXISTING CURB (WHERE APPLICABLE) AND ASPHALT, TACK AND JOIN. 17 NEW FENCE/GATE. OWNER/ARCHITECT TO PROVIDE DETAILS/FINISHES.

SEE DETAIL D, SHEET 6.

18 NEW MODIFIED CONCRETE SIDEWALK. SEE PLAN FOR WIDTHS (6' MIN.). SEE DETAIL E, SHEET 6. 2% MAX. CROSS SLOPE; 5% MAX.

LONGITUDINAL SLOPE.

19 NEW CONCRETE SIDEWALK PER PAG DETAIL 200. SEE PLAN FOR DIMENSIONS (6' MIN. WIDTH). 2% MAX. CROSS SLOPE; 5% MAX. LONGITUDINAL SLOPE.

20 CONNECT TO EXISTING SIDEWALK PER PAG DETAIL 203. 21 NEW RETENTION BASIN, SEE SHEET 4 FOR DETAILS. 22 NEW BUILDING OVERHANG PER BUILDING PLANS.

23 SIGHT VISIBILITY TRIANGLE FOR PROPOSED DEVELOPMENT. SEE KEYNOTE FOR DIMENSIONS.

24 NEW 4" AC PAVEMENT OVER 4" ABC. COMPACT ABC TO 100%. SEE DETAIL F, SHEET 6.

25 NEW 6' CMU SITE WALL. OWNER/ARCHITECT TO PROVIDE DETAILS AND FINISHES. SEE DETAIL G, SHEET 6

26 EXISTING SUMP PUMP AND OUTLET PIPES TO REMAIN. 27 NEW 3' CURB OPENING PER DETAIL H SHEET 6.

28 NEW 4' CONCRETE FLOW GUTTER WITH CURB. SEE DETAIL I SHEET 6. 29 NEW ROOF DOWNSPOUT PER BUILDING PLAN.

30 NEW POST BARRICADE. OWNER/ARCHITECT TO PROVIDE DETAILS/FINISHES.

31 NEW GROUTED RIPRAP. SEE RIPRAP NOTES, SHEET 2. FOR DIMENSIONS, SEE DETAIL L, SHEET 6.

3 site plan

1"=40' N/A

KEYNOTES

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tered

(Civ_il)

CER TIFIC A T E NO.

. .2 0

ARIZ_{ONA, U.S.}A.

SCALE: 1"=40'

TANGERINE COMMERCE PARK DKT. 12706 PG. 1559

COMMERCIAL

F

W TANGERINE FARMS RD (PUBLIC)

DKT. 12837, PG. 5258, MAPS AND PLATS BK. 58, PG. 25, SURVEYS

EXISTING 1-STORY BUILDING #1 AREA= 60,000 SF

HEIGHT= 36'

NEW 1-STORY BUILDING #2 AREA=60,437 SF HEIGHT= 36.5' 22 14 12 12 12 5 12 5 5 3 14 N 00°32'15" W 438.52' N 35°52'12" E 377.02'

TANGERINE COMMERCE PARK DKT. 12706 PG. 1559 COMMERCIAL A.P.N. 215-01-003H

F

TANGERINE COMMERCE PARK DKT. 12706 PG. 1559 COMMERCIAL

F

2 2 2 15 3 3 3 3 3 15 24' 24' 3 2 34' 18' 24' 18' 18' 24' 18' 4' 4 4 6 6 6 6 6 6 7 10 12 12 12 12 12 12 12 12 12 12 12 12 14 14 14 14 1 230' R.O.W. (PUBLIC) 15 15 15 18 19 6' 22 8 8 3 6'R 6'R 3'R 3'R 3'R 3'R 2'R 2'R 3'R 3'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 2'R 3'R 8'R 3'R 15'R 12'R 32.8' 16 16 9 4' 16 5 24 25 11 11 26 5 N 54°07'48" W 194.55' 10 10 (BASIS OF BEARINGS) _{N 89°27'45" E 2642.19'} FND 4" ALUMINUM N. 1/4 CORNER OF SECTION 1 FND 4" BRASS CAP IN HANDWELL STAMPED "T.O.M." N.W. CORNER SECTION 01 FND BRASS CAP STAMPED "T.O.M." 29 29 29 29 18' 24' 18' 18' 24' 18' 10 9 10 10 20'x470' SVT 23 20'x600' SVT 23 7 20 10 10 20 10 10 8 10 9 10 10 10 10 8 10 10 10 30' REQUIRED BUILDING SETBACK 30' REQUIRED BUILDING SETBACK 20' REQUIRED BUILDING SETBACK 79.5' MIN. ACTUAL BUILDING SETBACK 92.5' MIN. ACTUAL BUILDING SETBACK 19 13 10 10 14 14 14 14 END UNDERGROUND

IRRIGATION PER SEPARATE PLAN BEGIN UNDERGROUND IRRIGATION PER SEPARATE PLAN 3 14 34' 10'R 25'R 25 14 24 24 17 29 9 57.9' 31.8' 66.9' 29 25 10.5' 13.5' 34' 3' 3 30' REQUIRED BUILDING SETBACK 28 28 28 28 28 2'R 2'R 2'R 2'R 2'R 2'R 2'R 12 6 19 5 14 14 14 5 TYP. TYP. 30 22' 46' 21.5' 18.5' 10' 22' 6' TYP. 7' 6' TYP. 23' 12 12 4 24.5' 27 6' 6' S 89°27'45" W 303.50' S 89°27'45" W 76.85' S 00°32'15" E 124.82' N 89°27'45" E 27.00' S 00°32'15" E 361.16' S 89°27'45" W 27.00' S 00°32'15" E 140.50' 20 20 9 30' 19 6' 21 21 6' 14 14 14 13 14 14 16 16 4 16' 8 ₉ 30 236.2' MIN. ACTUAL BUILDING SETBACK 2 16 140.5' ACTUAL BUILDING SETBACK 4' 4'

NEW 30' WALL OPENING FOR TRUCK ACCESS

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SD

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(Civ_il)

CER TIFIC A T E NO.

. .2 0

ARIZ_{ONA, U.S.}A.

GRADING DETAIL 1

SCALE: 1"=10'

1 NEW NYLOPLAST 24" DRAIN BASIN WITH 24" DROP IN GRATE, OR APPROVED EQUAL. FIELD CUT ADAPTOR TO MATCH RIM ELEVATION.

2 NEW 18" HDPE STORM DRAIN. SEE KEYNOTE FOR LENGTH AND SLOPE.

3 NEW PRIVATE STORM DRAIN CLEANOUT. SEE KEYNOTE FOR RIM AND INVERT.

4 NEW 6" HDPE BLEED PIPE. SEE KEYNOTE FOR LENGTH AND SLOPE.

5 EXISTING IRRIGATION CHANNEL TO BE REMOVED PER SEPARATE PLAN.

6 NEW 6" ROOF DOWNSPOUT. CONNECT DOWNSPOUT TO 18" STORM DRAIN.

7 NEW WALL OPENING. SEE DETAIL K, SHEET 6.

STORM DRAIN KEYNOTES

GRADING DETAIL 2

SCALE: 1"=10'

4 grading + drainage plan

1"=40' 1 FOOT NEW 1-STORY BUILDING #2

FFE=2034.47

EXISTING 1-STORY BUILDING #1 FFE=2034.47

SCALE: 1"=40'

C.I. = 1 FOOT

(34.79FL) (0.5%) (33.23FL) (33.63P)

EXISTING SUMP PUMP AND OUTLET PIPE TO REMAIN. (32.88P) (33.37P) (33.29P) (32.74P) (34.55P) (34.11P) (34.06P)

W TANGERINE FARMS RD (PUBLIC)

DKT. 12837, PG. 5258, MAPS AND PLATS BK. 58, PG. 25, SURVEYS EXISTING STORMDRAIN MANHOLE #24 PER 2004-36 RIM=2033.46 INV (E)=2025.16 INV (W)=2024.56 EXISTING 36" STORM DRAIN PER MARANA PLAN 2004-036 EXISTING 18" IRRIGATION PIPE TO BE REMOVED PER SEPARATE PLAN. EXISTING 24" STORM

DRAIN PER MARANA PLAN 2004-036 EXISTING STORMDRAIN MANHOLE #25 PER 2004-36 RIM=2033.45 INV(E)=2026.01 INV(W)=2025.83 INV(N)=2026.41 EXISTING 24" STORM DRAIN PER MARANA PLAN 2004-36 34.38P 34.83P 34.55P 34.64P 34.56P 34.76P 35.36P HP 35.19P 35.35P 34.68P 34.48P 34.64P 33.96P 33.76P 33.93P 33.38P 33.23P _33.17P 34.40P 35.07P 35.73P 34.01P 34.36P 33.99P 33.77P 33.97P 33.72P 33.62P 33.56P 33.67P 32.99P 32.89P 32.89P 33.00P 34.04P 33.92P 33.94P 34.06P 33.12P 33.35P 33.29P 33.52P 30.08INV 34.47C 34.47P 34.47C 34.35C 34.35P (34.55P)

SEE GRADING DETAIL 1 , THIS SHEET. 0.7% 0.7% 34.47C (33.83P) (0.5)% 34.47P 34.47P 0.7% 0.7% 1.0% (34.58P) 34.45C 1.0% 0.7% 0.7% 33.78P 34.21P 1.8% 1.3% (34.72P) 0.7% 0.7% 0.7% 2028 2029 2030 2031 2032.4 (29.5FG) 34.36C 34.36C 34.06C 34.17C EXISTING 17,824 CF

RETENTION BASIN, 3' MAX. DEPTH, 4:1 SIDE SLOPES.

22,336 CF RETENTION BASIN 3' MAX. DEPTH, 4:1 SIDE SLOPES.

UNDERGROUND IRRIGATION PER SEPARATE PLAN 33.73P 0.7% 0.8% 0.7% 1.8% 34.41P 34.35P 1.7% 35.01P 35.21P 35.64P 35.71P 0.9% 34.44P 34.85P 1.3% 34.79P 34.39P 34.06P 34.39P 34.32P 34.01P 33.49P 33.30P 0.6% 33.30P 33.17P 34.44P 0.7% 1.8% 0.8% 0.8% 0.8% 0.7% 2.5% 2.3% 1.8% 1.4% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 0.7% 0.7% 1.0% 0.7% 33.45P _33.68P 32.65P 34.10P 33.93P (33.16P) (32.43P) 32.89P LP 32.08P 34.47C (34.40FL) 1.8% (34.40FL) (33.73FL) (33.51FL) 34.23P 34.42C 33.98C 33.98P (34.95P) 34.47C 34.47C (35.02P) (34.86P) (34.96P) 33.91C 33.91C 2031.4 2030.4 32.86P 0.5% 32.42FL 0.5% 0.5% 32.40FL 31.00FL 14,984 CF RETENTION BASIN

3' MAX. DEPTH, 4:1 SIDE SLOPES. 34.99P 34.88P 0.7% 2029.4 RIM=33.70 INV=31.41 1 31.23INV 30.94INV 30.66INV 30.37INV RIM=33.81 INV=29.65 3 34.47C 64 LF @0.4% 2 293 LF @0.6% 2 0.5% 0.5% 33.87FL 34.12FL 34.36FL 29.4INV 1.8% 1.8% 34.20C 34.50FL 34.74FL 34.25FL 33.31P (33.31C) (33.15C)33.15P (32.89C)32.89P 32.89P 32.65P 0.7% 33.84P 0.8% 0.7% 0.7% 2.2% 0.7% 2.8% 3.8% 0.7% 0.7% 35.02P 2.2% 1.2% 0.6% 2.4% 2.7% 0.5% (2.1%) 0.5% 4.6% 1.6% 29.5INV 28.7INV 79 LF @1.0% 4 (34.75P) 33.83P 34.08P 34.45P 32.89P 33.91P 8" FIBER ROLL

513 LINEAR FEET (TOTAL) 8" FIBER ROLL

306 LINEAR FEET (TOTAL) 8" FIBER ROLL

80 LINEAR FEET (TOTAL)

8" FIBER ROLL

26 LINEAR FEET (TOTAL)

33.17P 33.08C 33.08P 33.58C 33.56C 34.00C 33.50C 34.00P MATCH EXISTING MATCH EXISTING 34.47C 34.47C SEE GRADING DETAIL 2 , THIS SHEET. 33.75P 34.47P 34.44P 33.79P 1.0% 33.92P 5 0.7% 2.1% 1.8% 34.34C 34.47C 34.47P 34.47P 0.5% 0.5% 0.5% 0.5% _34.48P 0.5% 0.5% 6 6 6 6 6 34.47C 34.47C

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SD SD SD C F o Fo F o U U U U U U U W W W W W W W W W L L L L L L L L L L L L L G G G G G FO CV CV FO FO FO FO FO R JB FC EM G BF W F o W D WBF

5 utilities + easements plan

1"=40' 1' FOOT

1. ALL ON-SITE BUILDING SEWER CONNECTION LINES ARE

PRIVATE. THE MATERIALS AND INSTALLATION SHALL BE PER THE REQUIREMENTS OF THE INTERNATIONAL PLUMBING CODE, LATEST EDITION.

2. ALL ON-SITE DOMESTIC WATER SUPPLY LINES ARE PRIVATE. THE MATERIALS AND INSTALLATION SHALL BE PER THE REQUIREMENTS OF THE INTERNATIONAL PLUMBING CODE, LATEST EDITION.

3. ALL ON-SITE FIRE SERVICE MAINS ARE PRIVATE. THE MATERIALS AND INSTALLATION SHALL BE PER THE

REQUIREMENTS OF THE INTERNATIONAL FIRE CODE, LATEST EDITION AND THE NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA) PUBLICATION 24, LATEST EDITION.

1. INSTALLATION OF FIRE SERVICE UNDERGROUND SHALL CONFORM TO NFPA 24.

2. MINIMUM DEPTH OF BURY TO BE 36".

3. SYSTEM TO BE TESTED AT 200 PSI (OR 50 PSI ABOVE STREET PRESSURE) FOR 2 HOURS.

4. SYSTEM TO BE FLUSHED. FLUSH TO BE WITNESSED BY TFD INSPECTOR.

5. RESTRAINT METHOD FOR NEW FIRE SERVICE INSTALLATION TO BE CONCRETE THRUST BLOCKS.

6. TRACER WIRE OR APPROVED EQUIVALENT SHALL BE INSTALLED WITH ALL UNDERGROUND PIPING.

PRIVATE UTILITY NOTES

PRIVATE FIRE SUPPRESSION NOTES

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CER TIFIC A T E NO.

. .2 0

ARIZ_{ONA, U.S.}A.

1 NEW PUBLIC SEWER MANHOLE PER SEPARATE PLAN. SEE KEYNOTE FOR RIM AND INVERT.

2 NEW 8" PUBLIC PVC SEWER LINE PER SEPARATE PLAN. SEE KEYNOTE FOR LENGTH AND SLOPE.

3 NEW PRIVATE 4" PVC SEWER LINE SERVICE. SEE KEYNOTE FOR LENGTH AND SLOPE.

4 NEW 2-WAY PRIVATE SEWER CLEANOUT. SEE KEYNOTE FOR RIM AND INVERT(S).

5 NEW SEWER CLEANOUT. SEE KEYNOTE FOR RIM AND INVERT(S).

1 NEW 2" WATER METER AND 2" BACKFLOW PREVENTER. 2 NEW PRIVATE 6" PVC FIRE SERVICE. SEE KEYNOTE FOR

LENGTH. SEE SEPARATE PLAN FOR CONNECTION TO MAIN. 3 NEW PRIVATE 3" WATER SERVICE LINE. SEE KEYNOTE FOR

LENGTH.

4 NEW 1" IRRIGATION LINE AND METER. SEE KEYNOTE FOR LENGTH. CONTRACTOR TO COORDINATE TAP TO EXISTING MAIN WITH MARANA WATER.

5 NEW PUBLIC FIRE HYDRANT. PER SEPARATE PLAN.

6 NEW PUBLIC 8" PVC WATER LINE. TOTAL LENGTH = 344 LF.

SEWER KEYNOTES

WATER KEYNOTES

3 _@6.0%58 LF

EXISTING PUBLIC 8" RECLAIMED WATER PER PN 2004-006

EXISTING PUBLIC 16" DIP WATER PER PN 2004-006

EXISTING OVERHEAD ELECTRIC LINE

EXISTING PUBLIC 12" PVC WATER PER PN ENG-1408-009 EXISTING 60' PUBLIC

INGRESS/EGRESS AND PUBLIC UTILITY

EASEMENT PER SEQ. 20143650980

EXISTING FIRE HYDRANT EXISTING PUBLIC 8" PVC

WATER/SEWER PER PN G-2006-105

EXISTING PUBLIC SEWER MANHOLE #3414-20 PER PN G-2006-105

RIM=2035.96

EXISTING PUBLIC SEWER MANHOLE #3414-19 PER PN G-2006-105 RIM=2035.22 INV (N)=2019.46 INV (S)=2019.26 INV (E)=2019.66* EXISTING 36" STORM DRAIN PER MARANA PLAN 2004-036 EXISTING GAS LINE EXISTING GAS LINE EXISTING STORMDRAIN MANHOLE #24 PER PN 2004-36 RIM=2033.46 INV (E)=2025.16 INV (W)=2024.56

SCALE: 1"=40'

C.I. = 1 FOOT

EXISTING FIRE HYDRANT

W TANGERINE FARMS RD (PUBLIC)

DKT. 12837, PG. 5258, MAPS AND PLATS BK. 58, PG. 25, SURVEYS

NEW 1-STORY BUILDING FFE=2034.47

EXISTING 1-STORY BUILDING FFE=2034.47

EXISTING 3/4" WATER SERVICE METER AND BACKFLOW

EXISTING 2" WATER METER AND BACKFLOW EXISTING PRIVATE 4" PVC SEWER SERVICE EXISTING PRIVATE 4" PVC SEWER SERVICE 2 _{@ 1.0%}300 LF RIM=34.42 INV=22.66 1 6 1 217 LF 3 5 221 LF 2 NEW PUBLIC 25' CMID

EASEMENT PER

SEPARATE INSTRUMENT

NEW PRIVATE SHARED PARKING EASEMENT PER SEPARATE INSTRUMENT NEW PRIVATE 24' JOINT DRIVEWAY EASEMENT PER SEPARATE INSTRUMENT N 00°32'15" W 438.52' N 35°52'12" E 377.02' N 54°07'48" W 194.55' S 89°27'45" W 303.50' S 89°27'45" W 76.85' S 00°32'15" E 124.82' N 89°27'45" E 27.00' S 00°32'15" E 361.16' S 89°27'45" W 27.00' S 00°32'15" E 140.50'

1 NEW 36" CLASS V RGRCP, PER SEPARATE PLAN.

2 NEW FLOW CONTROL STRUCTURE, PER SEPARATE PLAN. 3 NEW 30" CLASS V RGRCP , PER SEPARATE PLAN.

CMID KEYNOTES

2 3 1 RIM=34.40 INV=27.98 4 UTILITY CROSSING STORMDRAIN BOT=31.03 SEWER TOP=28.31 SEPARATION=2.72' 19.93INV 24 LF 4 5 3 _@6.0%57 LF RIM=34.70 INV=23.41 5

NEW PUBLIC 20' SEWER EASEMENT PER PLAN

NEW EXISTING 25' CORTARO-MARANA IRRIGATION DISTRICT LATERAL #6 PER BK. 107, PG. 151, MISC RECORDS

UTILITY LOCATIONS, AS SHOWN ON THE PLANS, WERE COMPILED AND ARE PRESENTED BASED UPON PRELIMINARY INFORMATION AVAILABLE TO CYPRESS CIVIL DEVELOPMENT. UTILITY LOCATIONS AS SHOWN ARE NOT INTENDED TO BE EXACT OR COMPLETE AND CYPRESS CIVIL DEVELOPMENT DOES NOT ACCEPT LIABILITY OR RESPONSIBILITY FOR ANY INACCURACIES IN THE UTILITY LOCATIONS OR ANY UTILITY RELOCATIONS THAT MAY BE NECESSARY. PRIOR TO EXCAVATION, ARIZONA STATUTES REQUIRE THAT

ANYONE WHO INTENDS TO EXCAVATE MUST PROVIDE TWO FULL WORKING DAYS NOTICE TO THE

OWNERS OF ALL UTILITIES WITHIN THE PROJECT AREA. EXCAVATORS SHOULD CONTACT "ARIZONA BLUE STAKE" @ 1-800-782-5348 TWO (2) FULL WORKING DAYS PRIOR TO EXCAVATION. SATURDAYS, SUNDAYS, AND STATE HOLIDAYS ARE NOT CONSIDERED WORKING DAYS. ALSO BE ADVISED THAT THERE MAY BE OTHER UTILITIES IN THE PROJECT AREA THAT ARE NOT MEMBERS OF "ARIZONA BLUE STAKE". THE CONTRACTOR IS RESPONSIBLE TO POTHOLE ALL UTILITIES (SHOWN OR NOT SHOWN ON THE PLANS) MARKED BY BLUE STAKE PRIOR TO COMMENCING CONSTRUCTION OPERATIONS.

UTILITY NOTE

NEW INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT PER SEPARATE INSTRUMENT. SEE

GENERAL NOTE #23. CONSISTING OF 27,2641. SF (0.63 ACRES)

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6 details

AS NOTED N/A 8" 3'

H CURB OPENING

_N.T.S.

1:1 MAX. SLOPE VERTICAL CURB PAVEMENT SURFACE VARIES, SEE PLAN

6" 4"

4"

CROSS SLOPE PER PLAN (2% MAX)

* SIDEWALK PER PAG DETAIL 200

EXCEPT MODIFIED AS SHOWN

VARIES,

0"-6" TOOLED EDGE PAVEMENT

E MODIFIED CONCRETE SIDEWALK

_{SCALE: 1"=1'}

B CONCRETE VERTICAL CURB

_{TYPE 2, H=6"}

PAG DETAIL 209

SCALE: 1"=1'

PAVEMENT SECTION 9.5" 8" 6" 2"R

HORIZONTAL CONTROL LINE 1:4 CURB BATTER 1.5" 6" 3" AC MIX #2 4" ABC, COMPACT TO 100% SUBGRADE @ 95% COMPACTION

C TYPICAL PAVEMENT SECTION

_{SCALE: 1"=1'}

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DATE:

C.I.:

3/01/21

37624 KEVIN M.

HALL

Regis

tered

(Civ_il)

CER TIFIC A T E NO.

. .2 0

ARIZ_{ONA, U.S.}A.

TYPICAL PARKING DETAIL

SCALE: 1"=10'

A HANDICAP SIGN AND POST

_{SCALE: 1"=1'}

2" BLUE LETTERS WHITE BACKGROUND GREEN BACKGROUND 1" BLUE LETTERS 18" 12" VAN ACCESSIBLE

* "VAN ACCESSIBLE" SIGNS AT UNIVERSAL DESIGN SPACES

18"

5'

FINISH GRADE

1/8" ALUMINUM PANEL SCREEN PRINT SYMBOL; SIGN GRAPHIC, SEE RIGHT

12" DIAMETER CONCRETE AROUND STEEL POST 2" SQUARE PERFORATED POST OR U-CHANNEL POST 80" TO FG

*

OMIT POST WHEN WALL-MOUNTED 1" SLOPE UP TO 1" AT POST MARANA TOWN CODE 12-3-6 RESERVED PARKING MARANA TOWN CODE 12-3-6 RESERVED PARKING 4" AC MIX #2 4" ABC, COMPACT TO 100% SUBGRADE @ 95% COMPACTION

F TYPICAL PAVEMENT SECTION

_{SCALE: 1"=1'}

8' 9' 9' 8' 9' 8'

20'

SCALE: 1"=1'

CONCRETE FLOW GUTTER

I

WITH CURBS

3' CLASS B CONCRETE 6" 4" 6" 4"

*AT SOUTHWEST OF

BUILDING TO STREET

3" 4" 9' 9' 18' TYP.

D SITE FENCE/GATE

_N.T.S.

NEW CURB NEW CURB NEW WALL NEW 30' GATE

G SITE WALL

_N.T.S.

NEW 6' CMU WALL

NEW 6' TUBE STEEL FENCING 5' 3 3 1 1

J GRADED SWALE

_N.T.S.

32"

K WALL OPENING DETAIL

_N.T.S.

NEW SITE WALL,

OWNER/ARCHITECT TO PROVIDE DETAIL + FINISHES,

TWO CMUs TURNED ON THEIR SIDE

INLET TO

MATCH GRADE

L RIPRAP DETAIL

_{SCALE: 1"=10'}

3'

(8)

SD SD C F o F o F o W W W W W W W W W L L L L L L L L L L L L L G G G G G FO CV CV FO FO FO FO FO R JB FC EM G BF W Fo W D WBF

LANDSCAPE COVER SHEET

7 OWNER/DEVELOPER

SITE ADDRESS

OF

10

2030 east speedway boulevard suite #110 tucson, arizona 85719 ph: 520.499.2456 e: [email protected] E: [email protected] P: (520) 400.8529

JOHN HUCKO - LANDSCAPE ARCHITECT 5236 N. STONEHOUSE PL.

TUCSON, ARIZONA 85750

PROJECT NO: 20-53 DATE: 02-26-21

DPP2101-001

9831 WEST TANGERINE ROAD MARANA, ARIZONA 85653

A.P.N. 215-01-003U & 003V

LANDSCAPE DEVELOPMENT PACKAGE for

VENTANA LOGISTICS EXPANSION

PARCEL A, PARCEL C, PARCEL D AND A PORTION OF PARCEL B, RECORDED IN BOOK 58, PAGE 25 PAGE 25 OF SURVEYS, PIMA COUNTY RECORDS, LOCATED IN NE 1/4 SEC, 1, T.12S., R.11E., & SEC. 6, T.12S.,

R.12E.,G.& S.R.M.,MARANA, PIMA COUNTY, AZ

TANGERINE / I-10 LLC

ATTN: MR BILL HALLINAN P: (520) 299-8424

REF: DPR1406-002, DPR-14033, ENG1408-007, PCZ0405-001

TANGERINE FARMS ROAD (PUBLIC)

DKT. 12837, PG. 5258 MAPS & PLATS

BK. 58, PG. 25 SURVEYS

LOCATION MAP

TANGERINE CROSSROADS

THIS

PROJECT

SANTA CRUZ

N.E. 1/4 OF THE N.W. 1/4 OF SECTION 01, T. 12 S., R. 11 E., G.&S.R.M., TOWN OF

MARANA, PIMA COUNTY, ARIZONA

NORTH 3" = 1 MILE RIVER

35 36

01

02

01

31

06

36

07 01 06

12

ROAD FARMS RILLITO VILLAGE TRAIL BENTA VISTA STREET

02 01

12

11

TRAIL FND 1" PLASTIC CAP

TAGGED "LS 1*751 J&G ENG" CENTER 1/4 CORNER OF SECTION 1 COMMERCIAL DKT. 12714, PG. 245 SEQ. 20060030132

F

COMMERCIAL

TANGERINE COMMERCE PARK DKT. 10808, PG. 824.

SEQ. 19980850323

COMMERCIAL

SEQ. 20082400440

F

LANDSCAPE & IRRIGATION PLANS

F

VENTANA LOGISTICS EXPANSION

(9)

SD SD C F o F o F o W W W W W L L L L G G G CV FO FO R JB FC EM G BF W F o W D WBF

LANDSCAPE PLAN

8 OWNER/DEVELOPER

SITE ADDRESS

OF

10 DPP2101-001

A.P.N. 215-01-003U & 003V

LANDSCAPE DEVELOPMENT PACKAGE for

VENTANA LOGISTICS EXPANSION

REF: DPR1406-002, DPR-14033, ENG1408-007, PCZ0405-001

TANGERINE FARMS ROAD (PUBLIC)

DKT. 12837, PG. 5258 MAPS & PLATS

BK. 58, PG. 25 SURVEYS

COMMERCIAL

SEQ. 19980850323

F

COMMERCIAL

SEQ. 20082400440

F

(10)

U U U SD SD C F o F o F o W W W W W L L L L G G CV FO FO R JB FC EM G BF W F o W D WBF

IRRIGATION PLAN

9 OWNER/DEVELOPER

SITE ADDRESS

OF

10 DPP2101-001

A.P.N. 215-01-003U & 003V

LANDSCAPE DEVELOPMENT PACKAGE for

VENTANA LOGISTICS EXPANSION

REF: DPR1406-002, DPR-14033, ENG1408-007, PCZ0405-001

(11)

LANDSCAPE - IRRIGATION DETAILS

10 OWNER/DEVELOPER

SITE ADDRESS

OF

10 DPP2101-001

A.P.N. 215-01-003U & 003V