RESURFACING AREAS 4 7 LIMITS AND QUANTITY SUMMARY

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Alexandra Ferguson
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1 RESURFACING ARS Skip 2" 1.5" Avg Single Double AMICK WAY DIANE SP1.5/ No stop bar at other stop sign DIANE CT SEMINOLA BLVD END OF ROAD SP1.5/ a 13 ft. stop bar and 25 ft of double yellow is on new pavement. Culde sac. 1, DIANE SEMINOLA BLVD DIANE SP1.5/ ft. of single yellow stripe on new pavement. 80 2, DIANE DIANE AMICK WAY SP1.5/ , DIANE AMICK WAY SUNRISE SP1.5/ " water 1, DIANE SUNRISE RAINBOW SP1.5/ DIANE SUNRISE RAINBOW SP1.5/ ,21 99 DIANE RAINBOW RAINBOW SP1.5/ DIANE RAINBOW RAINBOW SP1.5/ DIANE RAINBOW SUNRISE SP1.5/ DIANE SUNRISE DIANE SP1.5/ " water No stop bar 3 60 LAURA ST FRANGIPANI LN MAHOGANY MSS LAURA ST MAHOGANY HOLLY HILL AVE MSS LAURA ST HOLLY HILL AVE WISTERIA LN MSS ,060 1, PADDOCK WAY BRIDAL PATH SUNDOWN TRL SP1.5/ , RAINBOW DIANE DIANE SP1.5/ " water No stop bars observed 1,51 12 SLEEPY CT START OF ROAD SUNDOWN TRL MSS Cul de sac, No stop bar observed 601 THE SPUR SUNDOWN TRL END OF ROAD SP1.5/ Cul de sac NE TRIPLET SEMINOLA BLVD END OF ROAD MSS X Walk(B): 68 ft., pavement of whole road seems in good cond., Need Camera WINGO END OF ROAD SP1.5/ Rounded end, Not full cul de sac BLUEBELL CASTLE WOOD TER SP1.5/ " well caps Road blocked by emergency gate access to multi fam subdivision. Rounded end. 2, HOLLY HILL AVE LAURA ST SP2.0/ LAURA ST DOGWOOD SP1.5/ , DOGWOOD End of Road (East of Canal) MSS Road not contiguous, separated by canal. 882 End of Road (Eastof Canal) 50 West F End of Road (West of Canal) Poinsettia St MSS POINSETTIA ST SABAL PALM MSS x36 in. 1 SABAL PALM SPANISH MOSS MSS SPANISH MOSS TUMBLEWEED LN MSS TUMBLEWEED LN S US HWY 1-92 MSS x Right arrow, Remaining stripes outside ROW: single yellow 36ft, stop bar 19 ft, X Walk(A) 58 ft. 56 RANCH TRL BRIDAL PATH SURREY RUN MSS " water 30 2,13 SUNRISE DIANE DIANE SP1.5/ " water No stop bar observed 2, Page 1 3/3/201

2 RESURFACING ARS Skip 2" 1.5" Avg Single Double WIL O WIK START OF ROAD SUNDOWN TRL MSS No stop bar, Cul de sac is before end of road. 1,66 WOODSTRM LN BRIDAL PATH SUNDOWN TRL SP1.5/ , BRIDLE PATH SUNDOWN TRL MSS Recommend not treating for 2 to 3 years 2,21 BRIDLE PATH SUNDOWN TRL SURREY RUN MSS BRIDLE PATH SURREY RUN RANCH TRL MSS BRIDLE PATH RANCH TRL SURREY RUN MSS " water 259 BRIDLE PATH SURREY RUN WOODSTRM LN MSS BRIDLE PATH WOODSTRM LN PADDOCK WAY MSS BRIDLE PATH PADDOCK WAY END OF ROAD MSS detector is for Gate to Water Plant WYNDHAM WAY SEMINOLA BLVD BRIDLE PATH SP1.5/ ft. gore, 2 "STOP", 1 Right arrow, 1 Left arrow, Markings outside ROW: X Walk(B) 102 ft, Stop bar 2 ft., 1 8" sewer cap. 2, SUNDOWN TRL BRIDAL PATH LAURA ST SLM's only 5 GEE CREEK CT START OF ROAD GEE CREEK LN MSS Cul de sac, Should be TO Gee Creek Ln 59 5 GEE CREEK LN START OF ROAD OSCEOLA TRL MSS GEE CREEK LN OSCEOLA TRL CALOOSA TRL MSS GEE CREEK LN CALOOSA TRL WO TRL MSS GEE CREEK LN WO TRL OSCEOLA TRL MSS x2 "S" grate 1 8" water GEE CREEK LN OSCEOLA TRL GEE CREEK CT MSS GEE CREEK LN GEE CREEK CT MSS In new pavement: 108 ft double yellow, 220 ft single white, 2 8" water AURORA TIMBERLANE TRL END OF ROAD SP1.5/ COLONY TIMBERLANE TRL TIMBERLANR TRL SP1.5/ This is for both segments of Colony Dr. 1, COLONY TIMBERLANE TRL TIMBERLANE TRL SP1.5/ , COLONY TIMBERLANE TRL END OF ROAD SP1.5/ LAZY END OF ROAD SP1.5/ Cul de sac, Should be FROM Osceola Tr TH ST BELLE AVE SP2.0/ In newer pavement: 1 28x36 grate, 50 ft. double yellow, 11 ft stop bar 1, CALOOSA TRL GEE CREEK LN WETUMPA CT SP1.5/ Should be TO Wetumpa Ct. 1, CALOOSA TRL WETUMPA CT TURTLE MOUND SP1.5/ ETOWAH OSCEOLA TRL END OF ROAD MSS ed Cul de sac LANDMARK LN W LANDS END COLONADES CV MSS LANDMARK LN W COLONADES CV TIMBERLANE TRL MSS LANDMARK LN TIMBERLANE TRL LANDS END SP1.5/ , LANDMARK LN TIMBERLANE TRL LANDS END SP1.5/ , MICANOPY CT OSCEOLA TRL END OF ROAD MSS Page 2 3/3/201

3 RESURFACING ARS Skip 2" 1.5" Avg Single Double TURTLE MOUND TURTLE MOUND TURTLE MOUND OSCEOLA TRL CALOOSA TRL MSS CALOOSA TRL OSCEOLA TRL MSS For both segments of "Caloosa to Osceola" 2,163 CALOOSA TRL OSCEOLA TRL MSS ,02 5 WETUMPA CT CALOOSA TRL END OF ROAD MSS Cul de sac WO TRL GEE CREEK LN WO TRL MSS x2 "S" 1 8" water 3, ,82 5 WO TRL WO TRL OSCEOLA TRL MSS ,30 5 CLOISTERS CV TIMBERLANE TRL END OF ROAD SP1.5/ " water 12 Cul de sac 1, NANTAHALA CT OSCEOLA TRL END OF ROAD MSS Cul de sac OSCEOLA TRL GEE CREEK LN TURTLE MOUND MSS ,36 5 OSCEOLA TRL TURTLE MOUND MICANOPY CT MSS OSCEOLA TRL MICANOPY CT NANTAHALA CT MSS OSCEOLA TRL ETOWAH TURTLE MOUND MSS ,162 5 OSCEOLA TRL TURTLE MOUND WO TRL MSS OSCEOLA TRL WO TRL MSS Should now be TO Osceola Tr bend 66 5 OSCEOLA TRL GEE CREEK LN OSCEOLA TRL MSS ,596 5 OSCEOLA TRL OSCEOLA TRL OSCEOLA TRL MSS OSCEOLA TRL OSCEOLA TRL OSCEOLA TRL MSS ,856 5 OSCEOLA TRL OSCEOLA TRL LAZY MSS OSCEOLA TRL LAZY TIMBERLANE TRL MSS OSCEOLA TRL TIMBERLANE TRL OSCEOLA TRL MSS Should now be from Timberlane Trl to Osceola Trl bend to west. GIS road length is 39 ft BAYOU CROSS ST BAYOU DN 63 Joints failing but can wait a few years 5 BAYOU BAYOU CRESTVIEW DN 255 Joints failing but can wait a few years 5 BAYOU CRESTVIEW LN CROSS ST DN 53 1 Joints failing but can wait a few years 5 BELLE AVE NORTH OF CFE DEVELOPMENT CITY OF CASSELBERRY CITY LIMITS DNE 900 Did not assess. 5 COLONADES CV LANDMARK LN END OF ROAD SP1.5/ " water 11 Cul de sac CRESTVIEW CRESTVIEW LN CROSS ST DN " water 12 Joints failing but can wait a few years 5 CRESTVIEW CROSS ST BAYOU DN 62 2 Joints failing but can wait a few years 5 CRESTVIEW LN CRESTVIEW MSS In new pavement: 9 ft double yellow, 12 ft stop bar, X walk(a): 39 ft CRESTVIEW LN CRESTVIEW BAYOU MSS CROSS ST START OF ROAD DN 20 In new pavement: 25 ft double yellow, 8 ft stop bar, X Walk(A): 26 ft. 2 for Water Rec. Facility Gate 5 CROSS ST CRESTVIEW DN In new pavement: X Walk(A): 1 ft., 1 manhole 5 CROSS ST CRESTVIEW BAYOU DN " Sq. Rec. water 22 Page 3 3/3/201

4 RESURFACING ARS Skip 2" 1.5" Avg Single Double 5 LANDS END LANDMARK LN E SR 3 MSS Outside: 16 ft stop bar, 11 ft. double yellow TIMBERLAND TRL OSCEOLA TRL E SR SLM's only 6 HILL ST NE TRIPLET SEMINOLA BLVD SP2.0/ " water 11 X Walk(C): 3 ft., In new pavement: 95 ft double yellow, 32 ft Stop bar, 1 8" water, 1, X Walk(B): 0 ft , SECRET WAY N LAKE TRIPLET SECRET WAY SP2.0/ X Walk(C): 35 ft SECRET WAY SECRET WAY SECRET WAY CT SP2.0/ , SECRET WAY SECRET WAY CT HIDDEN PINES SP1.5/ , SECRET WAY HIDDEN PINES HIDDEN PINES SP1.5/ SECRET WAY HIDDEN PINES SEMINOLA BLVD SP1.5/ In new pavement: 21 ft stop bar, X Walk(B): 60 ft SECRET WAY CT SECRET WAY END OF ROAD SP1.5/ Road Name should be Secret Way Ct, not Cir ALPEEN N SUNSET VALMORA SP2.0/ BUTTON RD SEMINOLA BLVD SUNSET DN X Walk(B): 50 ft, 8 ft white gore, L arrow x 1, R arrow x 1 6 BUTTON RD SUNSET S US HWY 1-92 DN , Right arrow x 2, Left arrow x, R/Straight/L arrow x 2, X Walk(B): ft.; Need Camera 6 COLOMBO VALMORA THORNBERRY MSS ,29 6 MOCKINGBIRD LN SUNSET END OF ROAD MSS " water 12 Not a cul de sac 1,326 6 OAK PARK PL START OF ROAD N SUNSET MSS " water OAK PARK PL N SUNSET OLD OAK PT MSS ,99 6 OAK PARK PL OLD OAK PT END OF ROAD MSS ,16 6 OAKWOOD SUNSET N TRIPLET LAKE MSS " water 28 X Walk(C): 29 ft. 2,5 6 OLD OAK PT START OF ROAD OAK PARK PL MSS PINE KNOLL CT TALLWOOD END OF ROAD MSS Cul de sac 33 6 SECRET WAY START OF ROAD SECRET WAY SP1.5/ " water SUNSET S EMBREY MOCKINGBIRD LN MSD SUNSET MOCKINGBIRD LN OAKWOOD MSD SUNSET OAKWOOD ALPEEN MSD " water 95 6 SUNSET ALPEEN OAK PARK PL MSD SUNSET OAK PARK PL BUTTON RD MSD " water, 1 8" monitor. well 1,10 In different pavement: X Walk(C): 3 ft, 15 ft stop bar, 0 ft double yellow, 2 8" gas valves. 0 6 TALLWOOD VALMORA PINE KNOLL CT MSS TALLWOOD PINE KNOLL CT THORNBERRY MSS THORNBERRY COLOMBO TALLWOOD MSS ,218 6 VALMORA COLOMBO ALPEEN MSS VALMORA ALPEEN TALLWOOD MSS IVEY RD N TRIPLET LAKE IVEY RD DNE " circle cap Road does not connect, it's part of park, not a through way. Page 3/3/201

5 RESURFACING ARS Skip 2" 1.5" Avg Single Double 6 IVEY RD IVEY RD FRANCES AVE MSS IVEY RD FRANCES AVE SEMINOLA BLVD MSS MELODY LN S US HWY 1-92 END OF ROAD MSS In new (better) pavement: X Walk(B): 55 ft, 16 ft stop bar, 6 ft double yellow. X Walk(A): 3 ft, 1 R arrow, 2 X Walks(C): 6 ft, Not a through way to Quail Pond Cir., stops just past Municipal TRIPLET CT NE TRIPLET END OF ROAD DN Cul de sac 6 TRIPLET LAKE TRIPLET LAKE OAKWOOD DN , Can wait a few years 6 TRIPLET LAKE OAKWOOD SECRET WAY DN TRIPLET LAKE SECRET WAY IVEY RD DN TRIPLET LAKE IVEY RD NE TRIPLET DN 150 1,90 X Walk(C): 25 ft. 0 6 TRIPLET LAKE NE TRIPLET N LOST LAKE LN DN X Walk(C): 22 ft. 0 6 TRIPLET LAKE N LOST LAKE LN DN " water 1, "SCHOOL", X Walk(A): 39 ft. 0 6 N LOST LAKE LN N TRIPLET LAKE NORRIS PL MSS ,66 6 S US HWY 1-92 TRIPLET LAKE INTERSECTION SP2.5/ ,111 AVALON BLVD GUINEVERE LANCELOT WAY MSS " waters 1 1 8" water in concrete gutter dip. 1,9 AVALON BLVD LANCELOT WAY END OF ROAD MSS " water 331 AVALON CT AVALON BLVD END OF ROAD SP1.5/ Cul de sac BENWICK WAY PRINCE PHILIP AVALON BLVD SP1.5/ " water 22 2, CAMELOT WAY S WINTER PARK SP1.5/ Winter Park side split by median, X Walk(A): 56 ft. 1, CORNWALL CT AVALON BLVD END OF ROAD SP1.5/ Cul de sac EXCALIBUR GUINEVERE LANCELOT WAY MSS ,82 0 GALAHAD LANCELOT WAY QUEEN ELAINE SP1.5/ GALAHAD QUEEN ELAINE GUINEVERE SP1.5/ " water 11 2, GUINEVERE ROUNDTABLE SP1.5/ " water GUINEVERE ROUNDTABLE GALAHAD SP1.5/ GUINEVERE GALAHAD LADY SUSAN SP1.5/ GUINEVERE LADY SUSAN EXCALIBUR SP1.5/ ,360, GUINEVERE EXCALIBUR HASTINGS CT SP1.5/ GUINEVERE HASTINGS CT AVALON BLVD SP1.5/ HASTINGS CT GUINEVERE END OF ROAD SP1.5/ " water 12 Cul de sac LADY AMY CANTERBURY CANTERBURY SP1.5/ , LADY SUSAN QUEEN ELAINE GUINEVERE SP1.5/ " water 25 2, LADY SUSAN GUINEVERE LADY SUSAN CT SP1.5/ LADY SUSAN LADY SUSAN CT AVALON BLVD SP1.5/ ,1 116 Page 5 3/3/201

6 RESURFACING ARS Skip 2" 1.5" Avg Single Double LADY SUSAN CT LADY SUSAN END OF ROAD SP1.5/ Cul de sac 1, LANCELOT WAY ROUNDTABLE LANCELOT CT SP1.5/ LANCELOT WAY LANCELOT CT GALAHAD SP1.5/ , LANCELOT WAY GALAHAD QUEEN ELAINE SP1.5/ " water 528 There is an edge cul de sac at 131 Lancelot Way. 6, LANCELOT WAY QUEEN ELAINE EXCALIBUR SP1.5/ LANCELOT WAY EXCALIBUR AVALON BLVD SP1.5/ ,802 1 LANCELOT CT LANCELOT WAY END OF ROAD SP1.5/ " water 13 Cul de sac, There is another edge cul de sac opposite of Lancelot Ct with a 16 ft stop bar. 1, MERLIN CT END OF ROAD SP1.5/ " water 10 Cul de sac 50 PRINCE PHILIP AVALON BLVD BENWICK WAY SP1.5/ , PRINCE PHILIP BENWICK WAY AVALON BLVD SP1.5/ , QUEEN ELAINE QUEEN ELAINE GALAHAD LADY SUSAN MSS ,28 LADY SUSAN LANCELOT WAY MSS Edge cul de sac at 1311 Queen Elaine Dr.,26 33 ROUNDTABLE LANCELOT WAY GUINEVERE SP1.5/ , CANTERBURY AVALON BLVD LADY AMY MSS " water 12 0 CANTERBURY LADY AMY LADY AMY MSS CANTERBURY LADY AMY LADY AMY MSS ,0 CANTERBURY LADY AMY AVALON BLVD MSS ,253 KING ARTHUR CT END OF ROAD MSS Cul de sac 16 CHANEY CHANEY CT DN X Walk(C): 32 ft. CHANEY CHANEY CT END OF ROAD DN Cul de sac CHANEY CT CHANEY END OF ROAD DN Cul de sac S WINTER PARK CAMELOT WAY DN X Walk(A): ft. CAMELOT WAY KING ARTHUR CT DN KING ARTHUR CT MERLIN CT DN MERLIN CT LANCELOT WAY DN LANCELOT WAY GUINEVERE DN GUINEVERE AVALON BLVD DN AVALON BLVD JEFFERSON DN "SCHOOL" JEFFERSON CHANEY DN " water X Walk(B): 30 ft, An additional side X Walk(B) may be affected at school entrance. CHANEY S WINTER PARK DN X Walk(B): 3 ft, 1 L arrow, 1 R arrow, 2 " SCHOOL", Turn lane approx 00 sq.ft., Need camera. 2 burried Page 6 3/3/201

7 RESURFACING ARS Skip 2" 1.5" Avg Single Double TOTALS , , ,299 12"W Crosswalks = 6, ,150 8,192 1,111 90,68 0 6, Miles NM GM NM NM Arrows = 16 Messages = Legend Crosswalk Type A Parallel Bars RPM TONS TONS - 1.5" Avg Mill Depth Crosswalk Type B Ladder Type 1,225 - Mill Depth Asphalt Quantity ( B) Add 5% M3 - " Avg Mill Depth 6" SP1.5 6,82 Tons M - 6" Avg Mill Depth 6" 2.88 SP Tons - Mill Depth Skip 0.00 Repair Areas 15 Tons SP " Overlay Total,65 Tons 8,153 SP " Overlay SP " Overlay MSS - surface Single SP2.5 Asphalt Quantity ( C) 156 Tons MSD - surface Double Total 156 Tons 16 *Avg 1/2" SP Course Full Depth Base Repair (F) M FDOT OBG " SP Layers Partial Depth Repair M3 Page 3/3/201

2010 STANDARD SPECIFICATIONS STANDARD DRAWINGS

CITY OF REDMOND, OREGON 2010 STANDARD SPECIFICATIONS STANDARD DRAWINGS TABLE OF CONTENTS SECTION 1 TRENCHES TITLE 1-1 Utility Trench 1-2 Water Line & Sewer Line Separation 1-3 RR X-ING Single/Joint Use