Grading_Plans-CES_Rock_&_Pave-Q5092.pdf

GRADING AND DRAINAGE PLAN

5/9 /18

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GRADING AND DRAINAGE PLANS

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AutoCAD SHX Text C1 COVER SHEET AND NOTES COVER SHEET AND NOTES C2 GRADING AND DRAINAGE PLAN & SECTIONS GRADING AND DRAINAGE PLAN & SECTIONS PLAN & SECTIONS C3 DETAILSDETAILS

AutoCAD SHX Text ENGINEERING AND ENVIRONMENTAL CONSULTANTS, INC. 7740 N. 16TH STREET, STE. 135 PHOENIX, ARIZONA 85020 TELE: (602) 248-7702 CONTACT: JAKE GRIFFIN EMAIL: jgriffin@eeccorp.com

AutoCAD SHX Text CITY OF PHOENIX/AIR NATIONAL GUARD 3200 E. OLD TOWER ROAD PHOENIX, ARIZONA 85034 PHONE: 602-302-9284 CONTACT: MAJOR SIMON AMAVISCA EMAIL: simon.a.amavisca2.mil@gmail.com

AutoCAD SHX Text SWAIM ASSOCIATES, LTD. 7350 E. SPEEDWAY; SUITE 210 TUCSON, ARIZONA 85710 PHONE: (520) 326-3700 CONTACT: EDWARD MARLEY EMAIL: emarley@swaimaia.com

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%%UOWNER

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%%UENGINEER

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%%UBENCH MARK

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%%USITE INFORMATION

AutoCAD SHX Text SITE ADDRESS: 3200 E. OLD TOWER ROAD, PHOENIX, AZ 85034 TOTAL LOT AREA: 2,344,181 SF OR 53.82 AC AREA OF DISTURBANCE: 40,596 SF OR 0.93 ACRES

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%%USURVEY NOTE

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%%UFLOOD ZONE:

AutoCAD SHX Text THE TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON WAS PREPARED BY MILLER AND SONS SURVEYING, INC., THE ENGINEER, ENGINEERING AND ENVIRONMENTAL CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY FOR ANY INACCURACIES THAT MAY BE SHOWN HEREON AS A RESULT OF ERRORS OCCURRING IN THE TOPOGRAPHIC SURVEY.

AutoCAD SHX Text ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 04013C2220L, DATED OCTOBER 16, 2013 THIS PROPERTY IS LOCATED IN FLOOD ZONE "X". AREAS OF 0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE.

AutoCAD SHX Text THIS IS A MAINTENANCE PAVING IMPROVEMENT PLAN AT THE EXISTING AIR NATIONAL GUARD FACILITY LOCATED AT 3200 E. OLD TOWER ROAD LOCATED WITHIN SKY HARBOR AIRPORT. THE PROJECT WILL INCLUDE THE REMOVAL OF LARGE RIVER ROCK LOCATED WITHIN THE EXISTING LANDSCAPE AREAS ADJACENT TO THE CONCRETE TARMAK AREAS ALONG THE EAST SIDE OF THE AIR NATIONAL GUARD BUILDING. THE NEW PAVEMENT AND CONCRETE AREAS WILL MATCH EXISTING PAVEMENT AND CONCRETE SURFACES ALONG ALL PERIMETERS. CURRENTLY THERE IS NO RETENTION PROVIDED WITHIN THESE AREAS. DRAINAGE WILL CONTINUE TO FLOW IN ITS HISTORICAL PATTERNS. DRAINAGE WITHIN THESE AREAS IS COLLECTED IN SURFACE CATCH BASINS AND ULTIMATELY CONVEYED TO THE SALT RIVER JUST ADJACENT TO AND SOUTH OF THIS FACILITY. PAVEMENT AND CONCRETE THICKNESS SHALL MATCH EXISTING IN KIND.

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%%UPROJECT DESCRIPTION

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%%ULEGEND

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CENTER LINE OR MONUMENT LINE

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BOUNDARY LINE

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CONCRETE SURFACE

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24 INCH VERTICAL CURB & GUTTER

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6 INCH CONCRETE CURB

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INDICATES DRIVEWAY (MEANS OF ACCESS)

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DRIVE

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WALL

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FENCE

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OVERHEAD ELECTRIC LINE

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UNDERGROUND SEWER LINE

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UNDERGROUND STORM SEWER LINE

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SD

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UNDERGROUND WATER LINE

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SCHEDULE B ITEM

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DOWN GUY

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ELECTRIC BOX

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ELECTRIC TRANSFORMER

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FIRE HYDRANT

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GUARD POST OR GATE POST

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LIGHT POLE

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POWER POLE

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POWER POLE W/ UNDERGROUND ELECTRIC

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STORM DRAIN MANHOLE

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SEWER MANHOLE

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TELEPHONE MANHOLE

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TELEPHONE RISER

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CABLE TELEVISION BOX

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TB

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WATER VALVE

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WALL OPENING

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PG.

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PAGE

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BOOK

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BK.

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MARICOPA COUNTY RECORDS

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ASSESSORS PARCEL NUMBER

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RIGHT OF WAY

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(TYP.)

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TYPICAL

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MEASURED

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INDICATES BOUNDARY CORNER

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NOTHING FOUND OR SET

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FOUND 1/2" TAGGED REBAR

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STAMPED 27263

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FOUND 1/2" CAPPED REBAR

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STAMPED 27263

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FOUND 1/2" CAPPED REBAR

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STAMPED 17516

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FOUND 5/8" REBAR

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NO IDENTIFICATION

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FOUND CONCRETE NAIL IN WASHER

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CAP ILLEGIBLE NO IDENTIFICATION

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RECORD PER PARCEL B

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PARCEL NO. 5 OF DESCRIPTION

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FOUND CITY OF PHOENIX

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BRASS CAP FLUSH

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NOT TO SCALE

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%%UVICINITY MAP

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1. A GRADING PERMIT IS REQUIRED UNDER CHAPTER 32A OF THE PHOENIX CITY CODE. A GRADING PERMIT IS REQUIRED UNDER CHAPTER 32A OF THE PHOENIX CITY CODE. 2. WHEN HAUL PERMITS ARE REQUIRED, THEY MUST BE OBTAINED PRIOR TO OR CONCURRENTLY WHEN HAUL PERMITS ARE REQUIRED, THEY MUST BE OBTAINED PRIOR TO OR CONCURRENTLY WITH THE GRADING AND DRAINAGE PERMIT. 3. EXCAVATING CONTRACTOR MUST GIVE LOCATION FOR WASTING EXCESS EXCAVATION AND A EXCAVATING CONTRACTOR MUST GIVE LOCATION FOR WASTING EXCESS EXCAVATION AND A LETTER FROM OWNER GIVING PERMISSION FOR DUMPING PRIOR TO STARTING ON-SITE CONSTRUCTION. IF EXCESS EXCAVATION EXCEEDS 100 CUBIC YARDS, THE DISPOSAL SITE WILL ALSO REQUIRE A GRADING AND DRAINAGE PERMIT. 4. PLANNING AND DEVELOPMENT DEPARTMENT FIELD INSPECTION GROUP SHALL BE NOTIFIED 48 PLANNING AND DEVELOPMENT DEPARTMENT FIELD INSPECTION GROUP SHALL BE NOTIFIED 48 HOURS BEFORE ANY ON-SITE AND/OR OFF-SITE CONSTRUCTION BEGINS, TELEPHONE (602) 262-7811. 5. STAKING FINISH FLOOR ELEVATIONS IS THE RESPONSIBILITY OF THE OWNER AND HIS STAKING FINISH FLOOR ELEVATIONS IS THE RESPONSIBILITY OF THE OWNER AND HIS ENGINEER. THE OWNER'S ENGINEER SHALL SUBMIT THREE SEALED COPIES OF THIS GRADING AND DRAINAGE PLAN DESIGNATED AS "RECORD DRAWING" (BEARING AN ORIGINAL SIGNATURE) PRIOR TO THE REQUEST FOR FINAL INSPECTION. 6. PAD CERTIFICATIONS WILL BE REQUIRED ON ALL LOTS WITHIN THE SUBDIVISION AND PAD CERTIFICATIONS WILL BE REQUIRED ON ALL LOTS WITHIN THE SUBDIVISION AND SUBMITTED TO THE CIVIL/SITE INSPECTOR PRIOR TO ANY CONCRETE CONSTRUCTED IN THE RIGHT OF WAY. PAD CERTIFICATION CAN BE SUBMITTED TO THE CIVIL/SITE INSPECTOR BY EITHER SUBMITTING ONE APPROVED BLACK-LINE AS-BUILT GRADING AND DRAINAGE PLAN OR IN LETTER FORMAT SHOWING THE DESIGN AND AS-BUILT PAD ELEVATIONS AS SHOWN ON THE APPROVED GRADING AND DRAINAGE PLAN. IT IS REQUIRED THAT THE AS-BUILT PLAN AND LETTER BE SEALED BY A CIVIL ENGINEER OR LAND SURVEYOR REGISTERED IN THE STATE OF ARIZONA. 7. A SEPARATE PERMIT IS NECESSARY FOR ANY OFFSITE CONSTRUCTION. A SEPARATE PERMIT IS NECESSARY FOR ANY OFFSITE CONSTRUCTION. 8. AN APPROVED GRADING AND DRAINAGE PLAN SHALL BE ON THE JOB SITE AT ALL TIMES. AN APPROVED GRADING AND DRAINAGE PLAN SHALL BE ON THE JOB SITE AT ALL TIMES. DEVIATIONS FROM THE PLAN MUST BE PRECEDED BY AN APPROVED PLAN REVISION. 9. GRADING AND DRAINAGE PLAN APPROVAL INCLUDES THE CONSTRUCTION OF ALL SURFACE GRADING AND DRAINAGE PLAN APPROVAL INCLUDES THE CONSTRUCTION OF ALL SURFACE IMPROVEMENTS SHOWN ON THE APPROVED PLAN, INCLUDING, BUT NOT LIMITED TO, RETENTION AREAS, SEDIMENTATION BASINS, AND/OR OTHER DRAINAGE FACILITIES, DRAINAGE PATTERNS, WALLS, CURBS, ASPHALT PAVEMENT, AND BUILDING FLOOR ELEVATION. 10. GRADES SHOWN IN RETENTION BASINS ARE DESIGN FINISHED GRADES. SHOULD THE GRADES SHOWN IN RETENTION BASINS ARE DESIGN FINISHED GRADES. SHOULD THE CONTRACTOR OR ANY SUB-CONTRACTOR PLAN TO PLACE SPOIL DIRT FROM FOOTINGS, UTILITY TRENCHES, LANDSCAPING, SWIMMING POOLS, ETC. IN THE BASINS, THEN THE BASINS SHOULD BE SUFFICIENTLY OVER-EXCAVATED DURING THE ROUGH GRADING OPERATION TO ALLOW FOR THE PLACEMENT OF THE FILL OR LANDSCAPING MATERIALS. 11. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND CONFIRMING DEPTHS OF ALL THE EXISTING CONTRACTOR IS RESPONSIBLE FOR LOCATING AND CONFIRMING DEPTHS OF ALL THE EXISTING UTILITY LINES WITHIN PROPOSED RETENTION BASIN AREAS. IF THE BASIN CANNOT BE CONSTRUCTED PER PLAN BECAUSE OF CONFLICTS, THE CONTRACTOR SHOULD DISCUSS MODIFICATION OF BASIN CONFIGURATION WITH THE CITY INSPECTOR TO DETERMINE IF A PLAN REVISION OR A FIELD CHANGE IS REQUIRED. 12. ALL DRAINAGE PROTECTIVE DEVICES SUCH AS SWALES, INTERCEPTOR DITCHES, PIPES, ALL DRAINAGE PROTECTIVE DEVICES SUCH AS SWALES, INTERCEPTOR DITCHES, PIPES, PROTECTIVE BERMS, BARRIER WALLS, CONCRETE CHANNELS, OR OTHER MEASURES DESIGNED TO PROTECT ADJACENT BUILDINGS OR PROPERTY FROM STORM RUNOFF MUST BE COMPLETED PRIOR TO BUILDING CONSTRUCTION. 13. PER SECTION 6.8.7 OF THE STORM WATER POLICIES AND STANDARDS, SIDE SLOPES OF STORM WATER STORAGE FACILITIES SHALL BE NO STEEPER THAN 5:1 FOR IRRIGATED GRASS AREAS AND 3:1 FOR LANDSCAPE AREAS. SLOPE STABILIZATION MEASURES ARE REQUIRED FOR ALL SLOPES GREATER THAN 5:1. THE SLOPE STABILIZATION MEASURES MUST BE READILY MAINTAINABLE USING COMMON MAINTENANCE EQUIPMENT AND BE DESIGNED WITH CONSIDERATION TO AESTHETICS. THE SLOPE STABILIZATION MEASURES SHALL BE CONSISTENT WITH COMMONLY USED ENGINEERING PRACTICES. UN-STABILIZED DECOMPOSED GRANITE IS NOT ALLOWED ON SLOPES GREATER THAN 5:1. 14. ALL RETAINING WALLS ARE TO BE REVIEWED, PERMITTED, AND INSPECTED BY THE BUILDING SAFETY BANCH OF THE PLANNING & DEVELOPMENT DEPARTMENT. ALL RETAINING WALLS ARE TO BE IN ACCORDANCE WITH SECTION 703 OF THE ZONING ORDINANCE AND SECTION 32-32 OF THE SUBDIVISION ORDINANCE FOR SPECIFIC WALL HEIGHT REQUIREMENTS. USE PERMIT IS REQUIRED FOR ALL OVER-HEIGHT RETAINING WALLS. 15. ALL RAMPS MUST MEET 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND CITY OF ALL RAMPS MUST MEET 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND CITY OF PHOENIX SUPPLEMENT TO M.A.G. UNIFORM STANDARD SPECIFICATIONS AND DETAILS; 2% MAX CROSS SLOPE AND 12:1 MAX LONGITUDINAL SLOPES. 16. CERTIFICATE OF OCCUPANCY (C. of O.) AND/OR FINAL ELECTRICAL CLEARANCE FOR ANY CERTIFICATE OF OCCUPANCY (C. of O.) AND/OR FINAL ELECTRICAL CLEARANCE FOR ANY BUILDING IS DENIED UNTIL ALL GRADING AND DRAINAGE IMPROVEMENTS ARE COMPLETED. 17. EXISTING OR NEWLY DAMAGED AND/OR DISPLACED CONCRETE CURB, GUTTER, SIDEWALK, OR EXISTING OR NEWLY DAMAGED AND/OR DISPLACED CONCRETE CURB, GUTTER, SIDEWALK, OR DRIVEWAY SLAB THAT IS WITHIN THE RIGHT-OF-WAY SHALL BE REPAIRED OR REPLACED, AS NOTED BY CITY INSPECTORS, BEFORE FINAL ACCEPTANCE OF THE WORK. 18. THE ENGINEERING DESIGN ON THESE PLANS ARE ONLY APPROVED BY THE CITY IN SCOPE THE ENGINEERING DESIGN ON THESE PLANS ARE ONLY APPROVED BY THE CITY IN SCOPE AND NOT IN DETAIL. CONSTRUCTION QUANTITIES ON THESE PLANS ARE NOT VERIFIED BY THE CITY. APPROVAL OF THESE PLANS ARE FOR PERMIT PURPOSES ONLY AND SHALL NOT PREVENT THE CITY FROM REQUIRING CORRECTION OF ERRORS IN THE PLANS WHERE SUCH ERRORS ARE SUBSEQUENTLY FOUND TO BE IN VIOLATION OF ANY LAW, ORDINANCE, HEALTH, SAFETY, OR OTHER DESIGN ISSUES. 19. THE CITY OF PHOENIX POLICE DEPARTMENT ENFORCES LAWS REGULATING THE OPERATION OF THE CITY OF PHOENIX POLICE DEPARTMENT ENFORCES LAWS REGULATING THE OPERATION OF COMMERCIAL VEHICLES. THIS INCLUDES ENFORCEMENT OF FEDERAL, STATE, COUNTY, AND LOCAL LAWS AND ORDINANCES. QUESTIONS REGARDING COMMERCIAL VEHICLE ENFORCEMENT MAY BE DIRECTED TO THE COMMERCIAL VEHICLE ENFORCEMENT SUPERVISOR AT 602-495-7813 (TRAFFIC BUREAU SOUTH) OR 602-495-6784 (TRAFFIC BUREAU NORTH) 20. PLAN APPROVAL IS VALID FOR 180 DAYS. PRIOR TO PLAN APPROVAL EXPIRATION, ALL PLAN APPROVAL IS VALID FOR 180 DAYS. PRIOR TO PLAN APPROVAL EXPIRATION, ALL ASSOCIATED PERMITS SHALL BE PURCHASED OR THE THE PLANS SHALL BE RESUBMITTED FOR EXTENSION OF PLAN APPROVAL. THE EXPIRATION, EXTENSION, AND REINSTATEMENT OF CIVIL ENGINEERING PLANS AND PERMITS SHALL FOLLOW THE SAME GUIDELINES AS THOSE INDICATED IN THE PHOENIX BUILDING CONSTRUCTION CODE ADMINISTRATIVE PROVISIONS SECTION 105.3 FOR BUILDING PERMITS.

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%%UDRAINAGE STATEMENT

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* SITE IS LOCATED IN A FLOOD HAZARD AREA X * OFFSITE FLOWS AFFECT THIS SITE - NO * RETENTION PROVIDED IS NOT REQUIRED * EXTREME STORM OUTFALL FOR THE AREAS OF DISTURBANCE IS AT THE NORTHWEST CORNER OF THE MOST WESTERLY EXISTING RIVER ROCK LANDSCAPE AREA AT THE EXISTING EDGE OF PAVEMENT AT AN ELEVATION OF 1114.39

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ESTIMATED QUANTITIES

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UN

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QTY

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DESCRIPTION

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PRIVATE - ONSITE

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SY

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PAVEMENT SURFACES

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CUT

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CY

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FILL

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CY

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RIVER ROCK REMOVAL

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SF

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VALVE AND OTHER FEATURE ADJUSTMENTS

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EA

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FOR

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AIR NATIONAL GUARD

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%%UAS-BUILT CERT.

AutoCAD SHX Text I HEREBY CERTIFY THAT THE "RECORD DRAWING" MEASUREMENTS AS SHOWN HEREON WERE MADE UNDER MY SUPERVISION OR AS NOTED AND ARE CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. REGISTERED ENGINEER/LAND SURVEYOR DATE REGISTRATION NUMBER

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AutoCAD SHX Text A PORTION OF THE SOUTHWEST QUARTER OF SECTION 13, TOWNSHIP 1 NORTH, RANGE 3 EAST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA.

AutoCAD SHX Text MARK ON CONCRETE NOTED AS ANG-3 N: 883153.8362 883153.8362 E:671717.7051 ELEVATION = 1114.22 (DATUM NGVD 29)

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PROJECT TITLE

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SHEET TITLE

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DRAWING NO

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OF

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DATE

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REV.

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BY

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CK.

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DESCRIPTION

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EEC NO

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LOCATED IN SECTION 13

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T 1 N, R 3 E, G&SRM, MARICOPA COUNTY, ARIZONA

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AIR NATIONAL GUARD SKY HARBOR AIRPORT; PHOENIX, AZ

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SCALE:

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DATE:

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MARCH 2018

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CHK'D BY:

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JMG

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DRAWN BY:

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DESIGN BY:

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JAR

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JMG

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JAMES M.

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GRIFFIN

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AREA OF IMPROVEMENTS