ADDENDUM No. 1 SEPTEMBER 9, 2011 GILA RIVER INDIAN COMMUNITY ADDENDUM No. 1 ADDENDUMNo.

DISTRICT 4 SUBDIVISION 09-09-11 1 S.KAO S. KAO GRT-02 06-30-11 G.CAIRO G.CAIRO GEORGE WEBB VILLAGE B. SANCHEZ SOLAR STREET LIGHT PLANS U T A H PINAL COUNTY, ARIZONA 09/09/11

FLAGSTAFF 40 40

17

10 PHOENIX O C I X N E E W M

C A L I F AINRO HUNT HIGHWAY SHEET INDEX GILA RIVER INDIAN COMMUNITY YUMA 8 DWG ID SHEET DESCRIPTION MESA, ARIZONA 85204 WWW.GCAIROINC.COM NO.

10 1630 S. STAPLEY DR.,SUITE 117 TUCSON PROJECT AREA G-01 1 COVER, LOCATION MAPS, AND SHEET INDEX M E X I C O 19 SECTI0N SECTI0N G-02 2 ABBREVIATIONS AND DRAWING DESIGNATION 4 3 G-03 3 TYPICAL SECTIONS AND NOTES SSL-01 4 SOLAR STREET LIGHT PLAN

S T A T E O F A R I Z O N A SLD-01 5 FOUNDATION DETAILS L O C A T I O N M A P SLD-02 6 POLE DETAIL GOODYEAR RD SLD-03 7 POLE TOP DETAILS

MARICOPA RD. PROJECT LOCATION RIGGS RD. SECTI0N SECTI0N 9 10 LONE BUTTE GILBERT RD. HUNT HIGHWAY

GOODYEAR ROAD IN TE RSTATE 10 DIST 4 STATE ROUTE 87 SR-587

STOTONIC SANTAN GRIC-TRIBIAL PROJECT DEVELOPMENT CASA BLANCA BAPCHULE CASA BLANCA ROAD

LOCATION MAP RD.

CASA BLANCA RD. SACATON SACATON, ARIZONA DIST 5 SACATON

OLD STATE DIST 1 T3S, R5E

GILA RIVER SACATON RD GILA RIVER MARICOPA FARMS DIST 3 BLACKWATER

DIST 2 AND SHEET INDEX STATE HWY. 87 STATE HWY.

COOLIDGE GEORGE WEBB VILLAGE TO COVER, LOCATION MAPS, (602) 263-1100 SOLAR STREETPLANS LIGHT 1-800-STAKE-IT G-01 Z:\GCE Projects\GRT-07\dwg\SOLAR STREET LIGHT\GRT-02_G-01.dwgfloreso 09/08/11 - 2:44pm Z:\GCE - 09/08/11 Projects\GRT-07\dwg\SOLAR LIGHT\GRT-02_G-01.dwgfloreso STREET ABBREVIATIONS DRAWING DESIGNATION

@ AT I&C INSTRUMENTATION AND CONTROL STL STEEL AB AGGREGATE BASE ID INSIDE DIAMETER STRL STRUCTURAL ABDN ABANDONED IE INVERT ELEVATION STRUCT STRUCTURE ABUTMT ABUTMENT IN. INCH SW SUPPLEMENTAL WELL G-2 AC ASPHALTIC CONCRETE INSTL INSTALL SYM SYMMETRICAL ADD'L ADDITIONAL INV NVERT DISCIPLINE DRAWING NUMBER ADJ ADJACENT, ADJUSTABLE IRR IRRIGATION T TANGENT, TOWNSHIP (SEE TABLE) APPROX APPROXIMATELY T&B TOP AND BOTTOM APVD APPROVED JT JOINT TBM TEMPORARY BENCH MARK ASSY ASSEMBLY TC TOP OF CONCRETE LETTER DISCIPLINE ASTM AMERICAN SOCIETY OF TESTING L LENGTH TCE TEMPORARY CONSTRUCTION MATERIALS LAT LATERAL EASEMENT G GENERAL AUX AUXILIARY LB POUNDS TECH TECHNICAL AVE AVERAGE LF LINEAR FEET TEL TELEPHONE W AWWA AMERICAN WATER WORKS ASSOCIATION LG LONG TEMP TEMPORARY WATER PLAN LN LANE TF TOP FACE BCSM BRASS CAP SURVEY MONUMENT LONG. LONGITUDINAL T.O. TURNOUT WD WATER DETAILS S.KAO

BETW BETWEEN THK THICK S. KAO LR LONG RADIUS GRT-02 06-30-11 BLDG BUILDING LS LUMP SUM TOP TOP OF BANK G.CAIRO G.CAIRO

BM BENCH MARK TOL TOP OF LINING B. SANCHEZ BOTT BOTTOM MAX MAXIMUM TORL TOP OF RAISED LINING BRG BEARING MFR MANUFACTURER TP TEST PIT MI MUNICIPAL AND INDUSTRIAL TRANS TRANSITION CAP CAPACITY, CENTRAL ARIZONA PROJECT MIN MINIMUM TW TOP OF WALL CCP CONCRETE CYLINDER PIPE MISC MISCELLANEOUS TYP TYPICAL CD CROSS-DRAINAGE STUCTURE MH MANHOLE CFS CUBIC FEET PER SECOND MON MONUMENT UG UNDERGROUND SECTION AND DETAIL STANDARDS CL CENTERLINE MTG MOUNTING UNK UNKNOWN CLF CHAIN LINK FENCE MTL METAL UNO UNLESS OTHERWISE NOTED DETAIL (NUMERAL) DESIGNATION ON CLSM CONTROL LOW STRENGTH MATERIAL MW MONITORING WELL USBR US BUREAU OF RECLAMATION DRAWING WHERE DETAIL IS TAKEN CMP CORRUGATED METAL PIPE 1 CMU CONCRETE MASONRY UNITS N NORTH VERT VERTICAL 09/09/11 CONC CONCRETE VOL VOLUME S-1 NAVD NORTH AMERICAN VERTICAL SECTION (LETTER) DESIGNATION ON CONT CONTINUOUS DATUM VPI VERTICAL POINT OF COORD COORDINATE N/A NOT APPLICABLE INTERSECTION DRAWING WHERE SECTION IS TAKEN. SHEET NUMBER (OR LINE IF CP CONTROL POINT N/C NOT IN CONTRACT ARROW INDICATES DIRECTION OF SECTION TAKEN AND SHOWN ON SAME C TO C CENTER TO CENTER NO. NUMBER W WATER B CTR CENTER NOM NOMINAL W/ WITH S-1 DRAWING) ON DRAWING WHERE CTRD CENTERED NTS NOT TO SCALE WB WEST BOUND SECTION OR DETAIL IS SHOWN. CU CUBIC NWS NORMAL WATER SURFACE WS WATER SURFACE CU FT CUBIC FOOT WSP WELDED STEEL PIPE CU YD CUBIC YARD OC ON CENTER W.S. WATER STOP STANDARD DETAILS DESIGNATION CULV CULVERT OD OUTSIDE DIAMETER WSEL WATER SURFACE OG ORIGINAL GROUND ELEVATION STANDARD DETAIL D DEPTH OH OVERHEAD WWM WELDED WIRE MESH DESIGNATION (NUMERAL) DEG DEGREE O TO O OUT TO OUT WTR WATER DEMO DEMOLITION OPNG OPENING DET DETAIL OPP OPPOSITE YD YARD DIA DIAMETER YR YEAR DIAG DIAGONAL P-MIP PIMA-MARICOPA IRRIGATION PROJECT STANDARD DETAIL AS SHOWN ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO DIM DIMENSION PA PIMA AGENCY ALL SIMILAR SITUATIONS OCCURING ON THE PROJECT, WHETHER OR NOT THEY ARE KEYED IN DIP DUCTILE IRON PIPE PC POINT OF CURVATURE

EACH LOCATION. CONSULT THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. MESA, ARIZONA 85204 DIR DIRECTION PE PERMANENT EASEMENT WWW.GCAIROINC.COM DIS DISTANCE PERM PERMANENT DISCH DISCHARGE PI POINT OF INTERSECTION 1630 S. STAPLEY DR.,SUITE 117 DN DOWN PIE PERMANENT IRRIGATION EASEMENT SCREENING DPW DEPARTMENT OF PUBLIC WORKS PL PROPERTY LINE SCREENED ELEMENTS ON AREA MAPPING REPRESENT EXISTING FACILITIES DRW DROUGHT RELIEF WELL POB POINT OF BEGINNING DWG DRAWING POC POINT OF CURVE OR ELEVATIONS. DWS DESIGN WATER SURFACE POE POINT OF ENDING POT POINT OF TANGENT SCREENED BACKGROUNDS ON OTHER DRAWINGS CAN REPRESENT E EAST OR ELECTRICAL PRC POINT OF REVERSE CURVE EXISTING FACILITIES OR FACILITIES TO BE CONSTRUCTED UNDER THIS EA EACH PRCST PRECAST EB EAST BOUND PREFAB PREFABRICATED CONTRACT, WHICH, IF DRAWN IN SOLID LINES, WOULD OBSCURE THE EF EACH FACE PROP. PROPERTY PARTICULAR DETAILS BEING SHOWN. CONSULT THE ENGINEER IF EG EXISTING GRADE PSF POUNDS PER SQUARE FOOT SCREENING OF ANY ELEMENT IS NOT SELF-EXPLANATORY. EL ELEVATION PSI POUNDS PER SQUARE INCH ENGR ENGINEER PVMT PAVEMENT EOR EDGE OF ROAD PT POINT OF TANGENCY EQL EQUAL PVC POLYVINYL CHLORIDE PLASTIC EQL SP EQUALLY SPACED PVT POINT OF VERTICAL TANGENCY STANDARD NOTATION EQPT EQUIPMENT ESMT EASEMENT Q FLOW RATE (CFS) EW EACH WAY QDRNT QUADRANT EXST EXISTING QTY QUANTITY DENOTES EXISTING FACILITIES WITHIN FC FLEXIBLE CONNECTION R RAD RADIUS PROJECT LIMITS STA 100+00 FCA FLANGED COUPLING ADAPTER RC REINFORCED CONCRETE EXST FACILITY FIG. FIGURE RCP REINFORCED CONCRETE PIPE DEMO AND REPLACE FDN FOUNDATION RD ROAD DENOTES ACTION FLEX FLEXIBLE RDCR REDUCER W/NEW STRUCTURE TO BE TAKEN BY FLR FLOOR REF REFERENCE CONTRACTOR GRIC-TRIBIAL PROJECT DEVELOPMENT FO FIBER OPTICS REHAB REHABILITATION/REHABILITATED NOTE: FT FOOT OR FEET REINF REINFORCED IF NO EXISTING FACILITIES ARE CALLED OUT FTG FOOTING REQD REQUIRED RR RAILROAD ALL TEXT WILL BE BOLD DENOTING ACTION GA GAUGE RST REINFORCING STEEL TO BE TAKEN BY CONTRACTOR. GALV GALVANIZED R/W RIGHT-OF-WAY GALVS GALVANIZED STEEL GNDGRF GROUNDGILA RIVER FARMS S SLOPE OR SOUTH GRIC GILA RIVER INDIAN COMMUNITY SB SOIL BORING SITE PLAN DESIGNATION GRIC PW GILA RIVER PUBLIC WORKS DEPT. SCH SCHEDULE GRIIDD GILA RIVER INDIAN IRRIGATION & SCIDD SAN CARLOS IRRITGATION DRAINAGE DISTRICT AND DRAINAGE DISTRICT SEE "SECTION AND DETAIL GRTG GRATING SCIIP SAN CARLOS INDIAN IDENTIFICATION SYSTEM" GRTI GILA RIVER TELECOMMUNICATIONS, INC. IRRIGATION PROJECT FOR DEFINITIONS GVL GRAVEL SEC SECTION SH SHEET SIM SIMILAR NOTES: 1 HA HAND AUGER SPEC SPECIFICATIONS SP-1 DESIGNATION HDPE HIGH DENSITY POYETHYLENE SPG SPACING FOR ABBREVIATIONS NOT LISTED HDWL HEADWALL SQ SQUARE SEE ABBREVIATIONS FOR USE ON HGL HYDRAULIC GRADE LINE DRAWINGS AND TEXT, PUBLISHED HGT HEIGHT SST, SS STAINLESS STEEL STA STATION BY THE AMERICAN NATIONAL HIDD HOHOKAM IRRIGATION AND STD STANDARD STANDARDS INSTITUTE INC. (ANSI). GEORGE WEBB VILLAGE DRAINAGE DISTRICT ABBREVIATIONS & DRAWING ABBREVIATIONS

HORIZ HORIZONTAL FACILITITES WITHIN SOLAR STREETPLANS LIGHT HP HORSEPOWER OUTLINED AREA HWY HIGHWAY SHOWN ON SITE PLANS G-02 Z:\GCE Projects\GRT-07\dwg\SOLAR STREET LIGHT\GRT-02_G-02.dwgfloreso 09/08/11 - 2:44pm Z:\GCE - 09/08/11 Projects\GRT-07\dwg\SOLAR LIGHT\GRT-02_G-02.dwgfloreso STREET SOLAR PANELS SOLAR STREET LIGHTS SOLAR PANELS FACING SOUTH ON FACING SOUTH ON GRIC - DPW GENERAL NOTES EAST-WEST STREET NORTH-SOUTH STREET CL 1. THE ENGINEER SHALL BE NOTIFIED 48 HOURS BEFORE ANY BATTERY BOX SOLAR STREET LIGHT CONSTRUCTION BEGINS. 1

2. ALL CONSTRUCTION SHALL CONFORM TO M.A.G. SOLAR SPECIFICATIONS AND DETAILS, EXCEPT AS MODIFIED ON 25'-0" 1 1 25'-0" STREET TRACT THESE PLANS. TRACT SLD-01 SLD-01 LIGHT 3. TRAFFIC REGULATIONS: ALL WORK MUST COMPLY WITH REQUIREMENTS OF THE M.U.T.C.D. (MANUAL ON UNIFORM 1 ADDENDUMNo. 30'-0" TRAFFIC CONTROL DEVICES). 20'-0" 25'-0" 25'-0" 20'-0" PUE R/W R/W PUE 4. ALL SHOP DRAWINGS, PRODUCT DATA AND SAMPLES SHALL BE 09-09-11 16'-0" 16'-0" SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. 7'-0" 5'-0" 4'-0" 4'-0" 2'-6" 5'-0" 7'-0" 1 B/C B/C 5. ALL UTILITIES SHALL BE POT HOLED AND LOCATED BY

CONTRACTOR. S.KAO S. KAO GRT-02 06-30-11 AC AC G.CAIRO G.CAIRO

6. ALL ROADS AND DRIVEWAYS MUST BE RESTORED TO ORIGINAL B. SANCHEZ

CONDITION. 36"

7. CONTRACTOR IS REQUIRED TO CONTACT ARIZONA BLUE MIN MIN 3'-6" STAKE AND GRIC DEPT OF PUBLIC WORKS PRIOR TO THE 3'-6" MIN MIN 4'-0" 4'-0" START OF PROJECT. ROLL 60" ABC CURB 8. EACH POLE SHALL HAVE 2 EACH, 130 W SOLAR PANELS ATTACHED IN ACCORDANCE WITH MANUFACTURERS REINF CONC 30" DIRECTIONS. FOUNDATION TELE. / CABLE TV BY GRTI 8'-0" CONTRACTOR SHALL 09/09/11 TELE. / CABLE TV BY GRTI. WATER COORDINATE WITH GRTI. CONTRACTOR SHALL SEE GRTI PLANS. COORDINATE WITH GRTI. GRIC-UA CONDUIT BY GRIC-UA CONDUIT BY CONTRACTOR. NUMBER OF 5'-0" CONTRACTOR. NUMBER OF SEE GRIC-UA PLANS CONDUIT VARIES SEWER SEE GRIC-UA PLANS CONDUIT VARIES

NOTES:

TYPICAL UTILITY LAYOUT 1. UTILITY CONDUIT, WATER AND SEWER AS SHOWN FOR RESIDENTIAL STREETS ARE SCHEMATIC. REFER TO SPECIFIC UTILITY PLANS FOR DESIGN LOCATION. (FACING NORTH OR EAST) 1"= 5' 2. DRY UTILITIES MAY BE LOCATED ON EITHER SIDE OF MESA, ARIZONA 85204 STREET. WWW.GCAIROINC.COM 1630 S. STAPLEY DR.,SUITE 117

50'-0" 50'-0" R/W R/W

1 VARIES W/ STREET SLD-01 AND/ OR HEADWALLS 2' MIN 6" 6" VARIES W/ 4'-0" 2'-0" 26'-0" 6'-6" 6'-6" 14'-0" 2'-0" 4'-0" SLOPES VARIES W/ 5'-0" STREET TAPER GRADES 6:1 STEEPEST MIN TO TOE

NUMBER OF AC MEDIAN AC CONDUIT VARIES GRIC-TRIBIAL PROJECT DEVELOPMENT MIN 4'-0" ABC ABC VARIES SEE MIN SEE GRADING 3'-6" AND DRAINAGE GRTI PLANS PLANS

TELE. / CABLE TV BY GRTI. GRIC-UA CONDUIT BY CONTRACTOR SHALL 12'-0" 30'-0" CONTRACTOR. WATER COORDINATE WITH GRTI. CL SEE GRIC-UA PLANS. SEE GRTI PLANS.

TYPICAL UTILITY LAYOUT AND NOTES

BUZZING FEATHER STREET STATION 10+00 TO 12+13 TYPICAL SECTIONS RAINBOW'S ENDS STREET STATION 18+00 TO 20+23 SIMILAR GEORGE WEBB VILLAGE (FACING WEST) 1"= 5'

NOTE: RAINBOW'S ENDS STREET TAPERS, SEE PV-01. SOLAR STREETPLANS LIGHT

G-03 Z:\GCE Projects\GRT-07\dwg\SOLAR STREET LIGHT\GRT-02_G-03.dwgfloreso 09/08/11 - 2:45pm Z:\GCE - 09/08/11 Projects\GRT-07\dwg\SOLAR LIGHT\GRT-02_G-03.dwgfloreso STREET NOTES: LEGEND:

1. GENERAL SPACING ON STREET LIGHTS SHALL BE 120 SINGLE SOLAR STREET LIGHT FEET. DOUBLE SOLAR STREET LIGHT N 2. CONTRACTOR SHALL COORDINATE SOLAR STREET LIGHTS WITH WATER, SEWER, LANDSCAPING, 46 1 GRIC-UA, AND GRTI PLANS TO AVOID CONFLICTS. ADDENDUM No. 1 ADDENDUMNo. 3. REFER TO SPECIAL PROVISIONS FOR OTHER REQUIREMENTS.

81 80 79 78 77 76 75 74 73 09-09-11 100' 0 100' 200' 1 20' 38 P.U.E.

45 43 41 39 72 S.KAO S. KAO GRT-02 06-30-11 JUANA LOSSO STREET G.CAIRO G.CAIRO

47 44 42 40 37 B. SANCHEZ

120'

16 W 10 W

20' 70 71

P.U.E. A BUZZING 62 63 64 65 66 67 2 FO 30' D.E. FEATHER 5' 1 STREET 3 48 8 7 6 5 4 3 2 1 36 69 68 120' 5 09/09/11 20' P.U.E. 51 61 60 59 58 57 33 31 28 26 24 35 BUZZING FEATHER STREET 20' 49 P.U.E. 53 34 32 29 27 25 4 51 EAGLE FEATHER STREET 50 20' P.U.E. 9 10 11 12 13 14 16 W

50 52 10 W FO 62 5 20'

52 53 P.U.E. 54 55 56

30' 30 D.E. 49 63 30' 20' MESA, ARIZONA 85204 WWW.GCAIROINC.COM 54 D.E. P.U.E. 64 1" SVC 21 22 23 17 16 15 1630 S. STAPLEY DR.,SUITE 117

20 21 15' D.E.

67 & P.U.E. 30' 70 6 SR-587 43 44 D.E. 45 46 47 48 18 HARVIER CAWKER ST GEE STREET GAGE 20' GREY HORSE ST SWIFT STREET ARROW

P.U.E. 66

55 71 72 23 FO

17 16 W 19 22 10 W 69

GREY HORSE STREET 15' D.E. 68 33 & P.U.E. 57 58 59 60 61 65 34 26 25 24 18 19 20 MIN 5' CLR TO F.H. 42 41 40 20' 39 38 37 36 35 16 7 P.U.E.

± 135' KELI-HI STREET 56

30' 30 D.E. 27 28 29 31 32 WEBB STREET 20' P.U.E. GRIC-TRIBIAL PROJECT DEVELOPMENT 15 14 13 12 11 10 8

B FO 16 W RAINBOW'S ENDS STREET 9 5' 10 W

QUANTITIES: 2 DOUBLES 1202

72 SINGLES 1202 O GEORGE WEBB VILLAGE

SOLAR POWER LIGHT PLAN SOLAR STREET LIGHT PLAN (602) 263-1100 SOLAR STREETPLANS LIGHT NTS 1-800-STAKE-IT SSL-01 Z:\GCE Projects\GRT-07\dwg\SOLAR STREET LIGHT\GRT-02_SSL-01.dwgfloreso 09/08/11 - 2:45pm Z:\GCE - 09/08/11 Projects\GRT-07\dwg\SOLAR LIGHT\GRT-02_SSL-01.dwgfloreso STREET Z:\GCE Projects\GRT-07\dwg\SOLAR STREET LIGHT\GRT-02_SLD-01.dwgfloreso 09/08/11 - 2:45pm 1 CONCRETE BASE STRIP FORM 4" FORM STRIP BASE CONCRETE THE TOTAL LENGTH WITHTHE TOTAL #4TIES 7 EA #6 VERTS EQUALLY SPACED VERTSEQUALLY EA #6 7 (± 11" RADIAL) 5" SHORTER THAN SHORTER 5" RADIAL) 11" (± 30" Ø x 48" TALL SONOTUBE x TALL 48" Ø 30" FIBERBOARD FORM FOR FORM FIBERBOARD AT TOP OF AT OF POLE TOP BATTERY BOX BATTERY LEVELING NUTS LEVELING BELOW GRADEBELOW BASE COVER COVER & BASE FINISH GRADE FINISH 12" ON 12" CENTER 1 SOLAR STREET LIGHT STREET SOLAR

3" CLR 4'-0" 2" CLR 1" Ø ANCHOR BOLTS ANCHOR Ø 1" (30" LENGTH)(30" 2" CLR2" SEE NOTE6 SEE 1" = 1" 4'-0" 3'-0" POLE HEIGHT 30'-0" APPROX 5' SEE NOTE4 SEE 1 - TYP 1 30"

60" 36" 5" x 5" x 3/16" x 19'-6" 3/16" x 5" x 5" POLES: STEEL LUMENAIRE 70W, LUMENAIRE HEAD COBRA TYP PER POLE PER PANELSSOLAR 2 (130W) 2 1" RADIUS 1" ROUNDED CORNER, ROUNDED . 12" FOUNDATION. STRIP FORM TO FORM STRIP FOUNDATION. OF PORTION UPPER FOR 30"Ø x SONOTUBE 30"Ø 48" TALL 4" BELOW FINISHED GRADE. FINISHED BELOW 4" #4 TIES AT 12" C-C12" AT TIES #4 MIN LAP 15" MIN LAP PLAN POLE FOUNDATION POLE PLAN

CLR 2" 1. THE CONTRACTOR SHALL FURNISH AND INSTALL AND FURNISH SHALL CONTRACTOR THE 1. NOTES: 6. THE CONTRACTOR SHALL INSTALL POLE FOUNDATIONS POLE INSTALL SHALL CONTRACTOR THE 6. FACE SOUTH.SHALL PANELS SOLAR 3. INSTALL AND FURNISH SHALL CONTRACTOR THE 2. 5. THE CONTRACTOR SHALL FURNISH SOLAR STREET SOLAR FURNISH SHALL CONTRACTOR THE 5. 4. THE CONTRACTOR SHALL PLUMB AND LEVEL ALL LEVEL AND PLUMB SHALL CONTRACTOR THE 4. PANELS, AND ALL OTHER APPURTENANCES. AND ALL PANELS, BOLTS. WITHANCHOR FOUNDATIONS CONCRETE REINFORCED IN SOLID UNDISTURBED GROUND OR FILLS GROUND UNDISTURBED SOLID IN BY: MANUFACTURED BOLTS ANCHOR AND POLES, LIGHTS, OR GROUT CEMENT NON-SHRINK PRECISION GROUT 5 STAR WITH BASES ALL GROUT AND POLES SOLAR STREET LIGHT POLES, ARMS, LUMINARIES, ARMS, POLES, LIGHT STREET SOLAR SPECIAL PROVISIONS. SPECIAL OR ACOMBINATIONOFBOTH. TO 95% COMPACTED SEE OR 1" MAX. 1" OR BE SHALL THICKNESS GROUT PSI. 5000 OF STRENGTH AS RECOMMENDED BY THE GROUT MANUFACTURER GROUT THE BY RECOMMENDED AS STRENGTH. DAY 7 MINIMUM EQUAL. APPROVED (616) (616) 399-6166. MICHIGAN 49424. HOLLAND, DRIVE, MANUFACTURERS 169 USA, LIGHTS STREET SOLAR CONC FOUNDATION CONC 30" 2" = 2" 1'-0" 2 - SPACED EA #6EQUALLY 7 1-800-STAKE-IT 263-1100 (602) 1 1

1 9/9/11 ADDENDUM No. 1

SLD-01 GEORGE WEBB VILLAGE GRIC-TRIBIAL 06-30-11 SOLAR STREET LIGHT PLANS PROJECT GRT-02 DEVELOPMENT S. KAO B. SANCHEZ 09/09/11 S.KAO POLE FOUNDATION DETAIL 1630 S. STAPLEY DR.,SUITE 117 MESA, ARIZONA 85204 G.CAIRO WWW.GCAIROINC.COM G.CAIRO 4"Ø SCH 40 PIPE x6" TALL TENNON TOP NOTES:

1. POLES SHALL BE FURNISHED 1 3/16 AND INSTALLED BY THE

1" CONTRACTOR. ADDENDUM No. 1 ADDENDUMNo. 6" 2. POLE ASSEMBLIES SHALL BE HOT DIP GALVANIZED. 5"x5"x1" STEEL TOP PLATE 1 09-09-11

3/16 5" x 5" x 5/16" 1 GALVANIZED 1 STEEL POST - S.KAO S. KAO GRT-02 06-30-11

3/8" G.CAIRO G.CAIRO

6"x6"x3/8" GUSSET B. SANCHEZ (TYP OF 4)

45° 3/16 3/16 6" 1"

09/09/11 1/2" 1/4"

3/16 3/16

ELEVATION MESA, ARIZONA 85204 WWW.GCAIROINC.COM 30'-7" 30'-1" 30'-0" 1630 S. STAPLEY DR.,SUITE 117 1 1/2"

5"x5"x5/16" GALVANIZED STEEL POST 5" (4) 1-1/8"Ø HOLES 5" 1'-1"

16" x 16" x 1" STEEL PLATE

5"x5" HOLE FOR GRIC-TRIBIAL PROJECT DEVELOPMENT 5"x5"x5/16" POST

1 1/2" 1 1/2" 1'-1" 1 1/2" NOTE:

1'-4" 5"x5"x5/16" POST AND GUSSETS NOT SHOWN IN PLAN FOR CLARITY.

PLAN

2 DETAIL POLE 16"x16"x1" BASE PLATE - SOLAR STREETSOLAR LIGHTS SOLAR STREET LIGHT POLE 1 BASE PLATE DETAIL 2 GEORGE WEBB VILLAGE

1/2"= 1'-0" - 3"= 1'-0" - SOLAR STREETPLANS LIGHT

SLD-02 Z:\GCE Projects\GRT-07\dwg\SOLAR STREET LIGHT\GRT-02_SLD-02.dwgfloreso 09/08/11 - 2:45pm Z:\GCE - 09/08/11 Projects\GRT-07\dwg\SOLARLIGHT\GRT-02_SLD-02.dwgfloreso STREET 4'- 4 3/4" Ø FOR MID PLATE NOTES: AND END CAP ANGLE 2" x 2"x 1/4" x 12" 1. POLE TOPS FURNISHED AND INSTALLED BY 1 THE CONTRACTOR.

2. SOLAR PANELS NOT SHOWN. SOLAR PANELS 1 ADDENDUMNo. AND ALL APPURTENANCES SHALL BE FURNISHED AND INSTALLED BY THE

CONTRACTOR. 09-09-11 12'-0" 1 S.KAO S. KAO GRT-02 06-30-11 G.CAIRO G.CAIRO B. SANCHEZ TOP SECTION B 40'-9" NTS -

3/4 Ø HOLES F/ SOLAR PANEL MTG CABLE FROM 09/09/11 3/4" F/CORD GRIP SOLAR PANEL(S) 6'-0"

1 3/8" x 1 3/8" TUBE STEEL

1/2"-13 x 1 1/4" R 19'-4 3/4" 6'-0" MESA, ARIZONA 85204 TOP WWW.GCAIROINC.COM A 1630 S. STAPLEY DR.,SUITE 117 - FRONT 1'-3" 3'-6" 1'-3" 1'-4 1/8" 10 1/2" S-PANEL MTG. ARC 1/4" = 1'-0" R 19'-4 3/4"

3'-6" 1/4" MID PLATE WELDED IN PLACE 3'-6" 9" 4 1/4" 6 3/4" Ø B - 9" 10'-2 10'-2 1/4"

6" x 6"x 1/4" GRIC-TRIBIAL PROJECT DEVELOPMENT TUBE STEEL

1/2-13 NUT WELDED IN

3'-6" 2'-6" DRILL AND TAP PLACE (TYP) FOR 1/2 - 13 (TYP) 4'-5 1/4" 4'-5 1'-3" 3'-0" 5'-0" 3'-0" 1/4 END CAP PLATE A WELDED IN PLACE -

FRONT SIDE FRONT SIDE SECTION A NTS - DETAILS TOP POLE

CLAMP PLATE POLE TOP MTG. BOX STREETSOLAR LIGHTS GEORGE WEBB VILLAGE 1/2" = 1'-0" 1/2" = 1'-0" SOLAR STREETPLANS LIGHT

SLD-03 Z:\GCE Projects\GRT-07\dwg\SOLAR STREET LIGHT\GRT-02_SLD-03.dwgfloreso 09/08/11 - 2:45pm Z:\GCE - 09/08/11 Projects\GRT-07\dwg\SOLARLIGHT\GRT-02_SLD-03.dwgfloreso STREET