Loading...
Cozby Remodel-CS150701nrl i 04� / un 01 Z N U Q O 0 cr N / m \ .. CONSTRUCTION PLANS FOR C0Z8 Y L IBRA R Y A ND COMMON/TY COMMONS LOT I., BLOCKA COPPELL PUBLIC LIBRARY NO, 1 MAYOR KAREN HUNT CITY COUNCIL CLIFF LONG BRIANNA HINOJOSA-FLORES WES MAYS GARY RODEN NANCY YINGLING MARVIN FRANKLIN MARK HILL r2r•; HIDELL ASSOCIATES ARCHITECTS 3033 KELLWAY DRIVE, SUITE 120 CARROLLTON, TEXAS 75006 PH. 972.416.4666 PREPARED BY J4 Pacheco Koch 8350 N. CENTRAL EXPWY. SUITE 1000 PH. 972.235.3031 DALLAS, TX 75206 FAX 972.235.9544 TX REG. ENGINEERING FIRM F-14439 TX REG. SURVEYING FIRM LS -101938-05 9.877ACRES CITY OF COPPELL., DALLAS COUNTY, TEXAS JULY 2075 PARKWAY BLVD �N PROJECT LOCATION ��PCNw000 0 Q 0 N a Lu TOWN CENTER 0 PARK VALLEY DR Q z 0 z Lu 0 LAKE DALLAS COUNTY SANDY MAPSCO 1A -T VICINITY MAP (NOT TO SCALE) PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUSSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 07/20/2015 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. Sheet List Index SHEET DESCRIPTION C0.0 COVER SHEET C0.1 DEMOLITION PLAN CIA DIMENSIONAL CONTROL PLAN C2.1 GRADING PLAN C3.1 STORM SEWER PLAN C4.1 SANITARY SEWER PLAN C5.1 PAVING PLAN C5.2 PAVING DETAILS DWG FILE: 3593-14.414_CV.DWG M z0 D� Qo m '_l / 1 SIGN CANDID I 7' ASPHALT WALKWAY LOT 1, BLOCK A HEARTZ ROAD ELEMENTARY SCHOOL (VOL. 94145, PG. 2992) COPPELL INDEPENDENT SCHOOL DISTRICT (VOL. 92155, PG. 1735) 7' ASPHALT WALKWAY LOT 1, BLOCK A HEARTZ ROAD ELEMENTARY SCHOOL ONE-STORY (VOL. 94145, PG. 2992) PLAYGROUND AREA PoV ME T BRICK BUILDING COPPELL INDEPENDENT PAVEMENT SCHOOL DISTRICT mFtic 021 (VOL. 92155, PG. 1735) SEARCH 20020 CANOPY SEARCH \ 6" BR CK WALL / \ 5' CONCRE SIDEWALK � ' 14" BRADFORD PEAR 12" BRADFORD PEAR 12" BRADFORD PEAR a N BRICK TVA 4' METAL FENCE BRICK COLUMN COLUMN (TYPICAL) TEL /(TYPICAL) 4' METAL FENCE 4' METAL FENCE X X r, r X ^� L^�_ - n _ _X--�- _ X _ X _C�_ X --vim_ _ X _ X _ PLAYGROUND AREA 1.5" RED OAK I • ' 289.56 4' METAL FENCE � •1 2a � � 1 „G � 12„ 1 • "� 31 SPACES a I N REMOVE METAL FENCE & CONCRETE FOOTER 7' ASPHALT WALKWAY REMOVE METAL FENCE & CONCRETE FOOTER 10' CHAIN \ LINK FENCE \ 4' METAL FENCE 4' METAL FENCE 20" LIVE OAK 2"G GM I ; TRANS. � PAD CONCRETE CONCRETE PAVEMENT PAVEMENT CONTRACTOR TO VERIFY VERTICAL • ' AND HORIZONTAL LOCATION OF 12" Nil PVC STORM DRAIN. CONTRACTOR TO I 1 u A m X PROTECT EXISTING 12" PVC STORM DRAIN DURING PAVEMENT REMOVAL. 4' CONTACT ARCHITECT AND ENGINEER AS REQUIRED. (TYP.) MULTI -TRUNK CREPE MYRTLE LS -4" MULTI -TRUNK CREPE MYRTLE 13 SPACES COLUMN (TYPICAL) �I I ro l,MILLLR \ AREA / J \ 3iL i\ a WCK/METAL WALE ml I WM BRICK WALL fro ` > I 1 �a I CONCRETE PAVEMENT .J 14" LIVE 10 SPACES OAK r 1.4,F1TOA10 SPACES 6" MULTI -TRUNK TREE _6" MULTI -TRUNK TR 66- _ ■ 5" MULTI -TRUNK MISCO 5" MULTI -TRUNK CREPE MYRTLE 6" MULTI -TRUNK TREE (SIZE AND LOCATION OF THIS UTILITY IS PER PLAN AND IS APPROXIMATE.) REFER TO ARCHITECTS PLANS FOR LIMITS OF BUILDING REMOVAL ONE-STORY BRICK BUILDING REFER TO MEP/ARCHITECT'S 177 NORTH HEARTZ ROAD PLANS FOR UTILITY CONNECTIONS LOT 1 BLOCK A AND RE-ROUTING • COPPELL PUBLIC LIBRARY NO. 1 (VOL. 94145, PG. 3008) 1.877 ACRES (81,769 SF) CITY OF COPPELL REFER TO ARCH. PLANS (VOL. 91014, PG. 643) FOR REMOVAL OF SOUND BARRIER WALL AND GATE CONCRETE PAVEMENT 18" LI OAK • 10"CEPE MYRTLE/ • • MYR � 8" PINE co (PER PLAN) 2 -CO (PER PLAN) OVERHANG I DRAIN DRAIN 10" CREPE MYRTLE GRAVEL �I Ln 00 10 CREPE YRTLE 12"CEE REFER TO ARCHITECTS SHEET DEMO 100 ADDITIONAL DEMOLITION NOTES 0 10 20 40 60 REFERENCE LANDSCAPE PLANS FOR TREE REMOVAL AND PROTECTION GRAPHIC SCALE IN FEET I� B. BOLLARD TELE TELEPHONE BOX EMC ELECTRIC METER _2� FLOOD LIGHT PP, POWER POLE FP . FLAG POLE Ls_):� LIGHT STANDARD sicN_ TRAFFIC SIGN 1N I WM0 WATER METER IRS 1/2 -INCH IRON ROD 00wv WATER VALVE W/"PACHECO KOCH" CAP SET CONCRETE PAVEMENT �I -60' R.O.W. W CONCRETE PAVEMENT I �F F r F F 12" CREPE MYRTLE " (N U TOP=466.6 � P=4 6.4 SEE SHEET C4.1 AND MEP/ARCHITECT PLANS FOR UTILITY CONNECTIONS AND RE-ROUTING WM WV WATER VAULT REFER TO ARCHITECTS Wv FDC PLANS FOR LIMITS OF BUILDING REMOVAL (UNABLE TO MEASURE) TOPASURE / WM • TEL d/ TOP=466.7 8" PIN .�QC DRAIN 3I 8" CREPE MYRTLE GRAVEL • GRATE 41 �, „ INLET ILLJI�I III DRAIN U TOP=462.6 FL=458.4± FULL OF WATER) 24" CONCRE CONCRETE PAVEMENT COLUMN RD - _ - - OVERHANG OVERHANG % 6" CREPE 10" TREE MYRTLE 341.32' 291.35' 14" CYPRESS 6" CREPE MYRTLE 8" CREPE MYRTLE OF PSR OF � 10" CYPRESS EoO_ • CHAUCER ESTATES (VOL. 92248, PG. 2980) CHAUCER ESTATES JOINT VENTURE (VOL. 92084, PG. 2704) 0 0 8" � i K U wv T P=4 6.9 n FH I� cc VAULT CONCRETE (TYPE UNKNOWN) I PAVEMENT \ 6"PVC \ - _ _ OVERHANG- CITY OF COPPELL TEL d FIBER OPTIC Wv (UNDR CONSTRUCTION o 8" CREPE MYRTLE XI 4' METAL FENCE 20019 J SEARCH 3 FBM # 2 �_ CONCRETE PAVEMENT 001 Lu U X01 o in �GQ �• XI , I II V cv® IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT FHS FIRE HYDRANT -- PROPERTY LINE x FENCE Co. CLEANOUT OHL OVERHEAD UTILITY LINE MH MANHOLE TSC TRAFFIC SIGNAL CONTROL TSP • TRAFFIC SIGNAL POLE DEMOLITION AREA DEMOLITION GENERAL NOTES 1. CONTRACTOR IS TO REVIEW ALL GENERAL NOTES PRIOR TO BEGINNING WORK. 2. REMOVE ALL EXISTING PAVEMENT AND STRUCTURES WITHIN THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED. 3. SAWCUT AND REMOVE ALL EXISTING DRIVE APPROACHES (WITHIN THE LIMITS OF DEMOLITION) TWO FEET FROM BACK OF CURB. SIDEWALKS, PAVEMENT, AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO REMAIN UNLESS OTHERWISE NOTED. 4. CONSULT THE DIMENSIONAL CONTROL PLAN. VERIFY THE PORTION OF EXISTING CONCRETE CURBS AND PAVEMENT WHICH ARE TO REMAIN. 5. COORDINATE WITH LOCAL POWER, TELEPHONE, CABLE, AND GAS COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES. 6. ALL UTILITIES SHOULD BE CUT AND PLUGGED IN ACCORDANCE WITH THEIR RESPECTIVE UTILITY COMPANY REQUIREMENTS AND PRIOR TO DEMOLITION OF THE EXISTING BUILDINGS. 7. CONTRACTOR TO PLUG ALL EXISTING EXPOSED ENDS OF ABANDONED UTILITIES. 8. CONTRACTOR TO DETERMINE SOURCE OF ALL EXPOSED UTILITIES AND, IF REQUIRED, RECONNECT TO PROPOSED UTILITIES. 9. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF ALL THE UNSUITABLE MATERIALS FROM THE PROJECT SITE. CONTRACTOR SHALL CONTACT ALL LOCAL AUTHORITIES TO DETERMINE DISPOSAL REQUIREMENTS. 10. ALL TREES ON THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING DEMOLITION OPERATIONS UNLESS OTHERWISE NOTED. THE TREE PROTECTION SHALL BE PLACED AROUND TREES PRIOR TO ANY DEMOLITION OR GRADING. TREE PROTECTION SHALL REMAIN UNTIL ALL WORK IS COMPLETED. REFER TO LANDSCAPE PLANS FOR TREE REMOVAL AND PROTECTION DETAILS. 11. ANY DAMAGE DONE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON AT THE OWNER'S DIRECTION. ROOTS EXPOSED AND/OR DAMAGED DURING DEMOLITION AND/OR GRADING OPERATIONS SHALL BE CUT OFF CLEANLY INSIDE THE EXPOSED OR DAMAGED AREA, CUT SURFACES PAINTED WITH AN APPROVED TREE PAINT, AND TOPSOIL AND MULCH PLACED OVER THE EXPOSED ROOT AREA IMMEDIATELY. 12. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING EROSION CONTROL MEASURES ON THE SITE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS UNTIL THE SITE HAS BEEN STABILIZED. 13. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO ALLOW FOR POSITIVE DRAINAGE. GRADING SLOPES ARE NOT TO EXCEED 3:1. 14. AREAS EXCAVATED FOR FOUNDATION OR UNDERGROUND STRUCTURE REMOVAL SHALL BE BACK-FILLED AND COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. 15. CONTRACTOR IS RESPONSIBLE FOR SECURITY OF THE SITE DURING DEMOLITION ACTIVITIES AND UNTIL SUBSTANTIAL COMPLETION. 16. ALL WORK, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS AND CITY STANDARD CONSTRUCTION SPECIFICATIONS. 17. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UTILITY MAINS, MANHOLES, CLEANOUTS, VALVE BOXES, AND FIRE HYDRANTS, ETC. IN THE AREA OF DEMOLITION. 18. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING TRENCH SAFETY. 19. BARRICADING AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND LATEST UPDATES. 20. CONTRACTOR SHALL MAINTAIN EXISTING PAVEMENT AND ACCESS TO FIRE HYDRANTS ON SITE UNTIL THE BUILDINGS AND STRUCTURES IN THAT AREA HAVE BEEN DEMOLISHED AND REMOVED. 21. CONTRACTOR WILL PROVIDE ON-SITE PARKING FOR WORKERS. VEHICLE PARKING WILL NOT BE ALLOWED WITHIN THE PUBLIC RIGHT-OF-WAY. 22. CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ADEQUATE DUST CONTROL MEASURES DURING DEMOLITION ACTIVITIES. 23. CONTRACTOR IS TO COORDINATE DEMOLITION ACTIVITIES WITH THE HAZARDOUS MATERIAL ABATEMENT CONTRACTORS' ACTIVITIES, IF APPLICABLE. 24. THE OWNER WILL BE OBTAINING ALL TEMPORARY UTILITY SERVICES REQUIRED TO COMPLETE THE SCOPE OF WORK. PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUSSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 07/20/2015 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. NO. DATE REVISION 8350 N. CENTRAL EXPWY. SUITE 1000 DALLAS, TX 75206 972.235.3031 Pacheco Koch TX REG. ENGINEERING FIRM F-14439 TX REG. SURVEYING FIRM LS -101938-05 DEMOLITION PLAN COMY LIBRARY AND COMMUNITY COMMONS LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO. 1 C/TYOFCOPPELL, DALLAS COUNTY, TEXAS DES/GN DRAWN DATE SCALE NOTES FILE NO. ULY GSC RRL 2015 1 "-20' cool PK FILE: 3593-14.265 DWG FILE: 3593-14.414_CV.DWG 5' METAL FENCE � -- ,' • , ,• X A X 5' CONCRETE SIDEWALK B� C TOP=461.7 WYE D 6' METAL FENCE FL=453.2± (FULL OF WATER) INLET k2 j v 48" R.C.P.- 48" R.C.P. w C0 SID I 338.66' STONE RETAINING WALL 102.35 "PVC "PVC '3"V 3 rn 8, 8' METAL FENCE 3"PVC 8' WOOD FENCE LO c i \_20016 SEARCk 9'X5' BOX CULVERT ' 0 20017 1° SEARCH N 0 M LOT 24, BLOCK C 20018 CHAUCER ESTATES SEARCH o (VOL. 92248, PG. 2980) i �I I ro l,MILLLR \ AREA / J \ 3iL i\ a WCK/METAL WALE ml I WM BRICK WALL fro ` > I 1 �a I CONCRETE PAVEMENT .J 14" LIVE 10 SPACES OAK r 1.4,F1TOA10 SPACES 6" MULTI -TRUNK TREE _6" MULTI -TRUNK TR 66- _ ■ 5" MULTI -TRUNK MISCO 5" MULTI -TRUNK CREPE MYRTLE 6" MULTI -TRUNK TREE (SIZE AND LOCATION OF THIS UTILITY IS PER PLAN AND IS APPROXIMATE.) REFER TO ARCHITECTS PLANS FOR LIMITS OF BUILDING REMOVAL ONE-STORY BRICK BUILDING REFER TO MEP/ARCHITECT'S 177 NORTH HEARTZ ROAD PLANS FOR UTILITY CONNECTIONS LOT 1 BLOCK A AND RE-ROUTING • COPPELL PUBLIC LIBRARY NO. 1 (VOL. 94145, PG. 3008) 1.877 ACRES (81,769 SF) CITY OF COPPELL REFER TO ARCH. PLANS (VOL. 91014, PG. 643) FOR REMOVAL OF SOUND BARRIER WALL AND GATE CONCRETE PAVEMENT 18" LI OAK • 10"CEPE MYRTLE/ • • MYR � 8" PINE co (PER PLAN) 2 -CO (PER PLAN) OVERHANG I DRAIN DRAIN 10" CREPE MYRTLE GRAVEL �I Ln 00 10 CREPE YRTLE 12"CEE REFER TO ARCHITECTS SHEET DEMO 100 ADDITIONAL DEMOLITION NOTES 0 10 20 40 60 REFERENCE LANDSCAPE PLANS FOR TREE REMOVAL AND PROTECTION GRAPHIC SCALE IN FEET I� B. BOLLARD TELE TELEPHONE BOX EMC ELECTRIC METER _2� FLOOD LIGHT PP, POWER POLE FP . FLAG POLE Ls_):� LIGHT STANDARD sicN_ TRAFFIC SIGN 1N I WM0 WATER METER IRS 1/2 -INCH IRON ROD 00wv WATER VALVE W/"PACHECO KOCH" CAP SET CONCRETE PAVEMENT �I -60' R.O.W. W CONCRETE PAVEMENT I �F F r F F 12" CREPE MYRTLE " (N U TOP=466.6 � P=4 6.4 SEE SHEET C4.1 AND MEP/ARCHITECT PLANS FOR UTILITY CONNECTIONS AND RE-ROUTING WM WV WATER VAULT REFER TO ARCHITECTS Wv FDC PLANS FOR LIMITS OF BUILDING REMOVAL (UNABLE TO MEASURE) TOPASURE / WM • TEL d/ TOP=466.7 8" PIN .�QC DRAIN 3I 8" CREPE MYRTLE GRAVEL • GRATE 41 �, „ INLET ILLJI�I III DRAIN U TOP=462.6 FL=458.4± FULL OF WATER) 24" CONCRE CONCRETE PAVEMENT COLUMN RD - _ - - OVERHANG OVERHANG % 6" CREPE 10" TREE MYRTLE 341.32' 291.35' 14" CYPRESS 6" CREPE MYRTLE 8" CREPE MYRTLE OF PSR OF � 10" CYPRESS EoO_ • CHAUCER ESTATES (VOL. 92248, PG. 2980) CHAUCER ESTATES JOINT VENTURE (VOL. 92084, PG. 2704) 0 0 8" � i K U wv T P=4 6.9 n FH I� cc VAULT CONCRETE (TYPE UNKNOWN) I PAVEMENT \ 6"PVC \ - _ _ OVERHANG- CITY OF COPPELL TEL d FIBER OPTIC Wv (UNDR CONSTRUCTION o 8" CREPE MYRTLE XI 4' METAL FENCE 20019 J SEARCH 3 FBM # 2 �_ CONCRETE PAVEMENT 001 Lu U X01 o in �GQ �• XI , I II V cv® IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT FHS FIRE HYDRANT -- PROPERTY LINE x FENCE Co. CLEANOUT OHL OVERHEAD UTILITY LINE MH MANHOLE TSC TRAFFIC SIGNAL CONTROL TSP • TRAFFIC SIGNAL POLE DEMOLITION AREA DEMOLITION GENERAL NOTES 1. CONTRACTOR IS TO REVIEW ALL GENERAL NOTES PRIOR TO BEGINNING WORK. 2. REMOVE ALL EXISTING PAVEMENT AND STRUCTURES WITHIN THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED. 3. SAWCUT AND REMOVE ALL EXISTING DRIVE APPROACHES (WITHIN THE LIMITS OF DEMOLITION) TWO FEET FROM BACK OF CURB. SIDEWALKS, PAVEMENT, AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO REMAIN UNLESS OTHERWISE NOTED. 4. CONSULT THE DIMENSIONAL CONTROL PLAN. VERIFY THE PORTION OF EXISTING CONCRETE CURBS AND PAVEMENT WHICH ARE TO REMAIN. 5. COORDINATE WITH LOCAL POWER, TELEPHONE, CABLE, AND GAS COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES. 6. ALL UTILITIES SHOULD BE CUT AND PLUGGED IN ACCORDANCE WITH THEIR RESPECTIVE UTILITY COMPANY REQUIREMENTS AND PRIOR TO DEMOLITION OF THE EXISTING BUILDINGS. 7. CONTRACTOR TO PLUG ALL EXISTING EXPOSED ENDS OF ABANDONED UTILITIES. 8. CONTRACTOR TO DETERMINE SOURCE OF ALL EXPOSED UTILITIES AND, IF REQUIRED, RECONNECT TO PROPOSED UTILITIES. 9. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF ALL THE UNSUITABLE MATERIALS FROM THE PROJECT SITE. CONTRACTOR SHALL CONTACT ALL LOCAL AUTHORITIES TO DETERMINE DISPOSAL REQUIREMENTS. 10. ALL TREES ON THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING DEMOLITION OPERATIONS UNLESS OTHERWISE NOTED. THE TREE PROTECTION SHALL BE PLACED AROUND TREES PRIOR TO ANY DEMOLITION OR GRADING. TREE PROTECTION SHALL REMAIN UNTIL ALL WORK IS COMPLETED. REFER TO LANDSCAPE PLANS FOR TREE REMOVAL AND PROTECTION DETAILS. 11. ANY DAMAGE DONE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON AT THE OWNER'S DIRECTION. ROOTS EXPOSED AND/OR DAMAGED DURING DEMOLITION AND/OR GRADING OPERATIONS SHALL BE CUT OFF CLEANLY INSIDE THE EXPOSED OR DAMAGED AREA, CUT SURFACES PAINTED WITH AN APPROVED TREE PAINT, AND TOPSOIL AND MULCH PLACED OVER THE EXPOSED ROOT AREA IMMEDIATELY. 12. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING EROSION CONTROL MEASURES ON THE SITE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS UNTIL THE SITE HAS BEEN STABILIZED. 13. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO ALLOW FOR POSITIVE DRAINAGE. GRADING SLOPES ARE NOT TO EXCEED 3:1. 14. AREAS EXCAVATED FOR FOUNDATION OR UNDERGROUND STRUCTURE REMOVAL SHALL BE BACK-FILLED AND COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. 15. CONTRACTOR IS RESPONSIBLE FOR SECURITY OF THE SITE DURING DEMOLITION ACTIVITIES AND UNTIL SUBSTANTIAL COMPLETION. 16. ALL WORK, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS AND CITY STANDARD CONSTRUCTION SPECIFICATIONS. 17. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UTILITY MAINS, MANHOLES, CLEANOUTS, VALVE BOXES, AND FIRE HYDRANTS, ETC. IN THE AREA OF DEMOLITION. 18. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING TRENCH SAFETY. 19. BARRICADING AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND LATEST UPDATES. 20. CONTRACTOR SHALL MAINTAIN EXISTING PAVEMENT AND ACCESS TO FIRE HYDRANTS ON SITE UNTIL THE BUILDINGS AND STRUCTURES IN THAT AREA HAVE BEEN DEMOLISHED AND REMOVED. 21. CONTRACTOR WILL PROVIDE ON-SITE PARKING FOR WORKERS. VEHICLE PARKING WILL NOT BE ALLOWED WITHIN THE PUBLIC RIGHT-OF-WAY. 22. CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ADEQUATE DUST CONTROL MEASURES DURING DEMOLITION ACTIVITIES. 23. CONTRACTOR IS TO COORDINATE DEMOLITION ACTIVITIES WITH THE HAZARDOUS MATERIAL ABATEMENT CONTRACTORS' ACTIVITIES, IF APPLICABLE. 24. THE OWNER WILL BE OBTAINING ALL TEMPORARY UTILITY SERVICES REQUIRED TO COMPLETE THE SCOPE OF WORK. PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUSSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 07/20/2015 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. NO. DATE REVISION 8350 N. CENTRAL EXPWY. SUITE 1000 DALLAS, TX 75206 972.235.3031 Pacheco Koch TX REG. ENGINEERING FIRM F-14439 TX REG. SURVEYING FIRM LS -101938-05 DEMOLITION PLAN COMY LIBRARY AND COMMUNITY COMMONS LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO. 1 C/TYOFCOPPELL, DALLAS COUNTY, TEXAS DES/GN DRAWN DATE SCALE NOTES FILE NO. ULY GSC RRL 2015 1 "-20' cool PK FILE: 3593-14.265 DWG FILE: 3593-14.414_CV.DWG ALL WORK DONE ON HEARTZ ROAD ELEMENTARY SCHOOL PROPERTY AUTHORIZED BY INTERLOCAL COOPERATION AGREEMENT DATED JULY 28, 2014 <___XSIGN ALLEY 0 U I i Ln to N O N 0 U J_ U PROP. FENCE REFER ARCH. PLANS PROP. GATE Do REFER ARCH. PLANS r? 10' FADE OUT CURYB-- 4 x PROP. RUNNING TRACK REFER ARCH. PLANS x LOT 1, BLOCK A HEARTZ ROAD ELEMENTARY SCHOOL x (VOL. 94145, PG. 2992) COPPELL INDEPENDENT SCHOOL DISTRICT o N (VOL. 92155, PG. 1735) x PROP. FENCE REFER ARCH. PLANS 338.66' I I� LOT 1, BLOCK A HEARTZ ROAD ELEMENTARY SCHOOL (VOL. 94145 PG 2992) CONCRETE 00 PAVEMENT COPPELL INDEPENDENT / SCHOOL DISTRICT / (VOL. 92155, PG. 1735) • \ 6" BR CK WALL / \ 5' CONCRETE SIDEWALK BRICK TV❑ 4' METAL FENCE BRICK COLUMN ❑ COLUMN (TYPICAL) TEL l' L TYPICAL (TYPICAL) 4' METAL FENCE �_ 4' METAL FENCE ■ _20.0,-X� _ � X A-X-�-- X -f - XC �X XF X�-X-� -X • - • 1 1 289.561 1 I 4' METAL FENCE 1 1 I s �• r• 1 M 18.5' Ln 1 I I 31 SPACES 1 O 1 1 FU L DEPTH SAWCUT - - - - - L I- R� S' 1 CONCRETE FULL DEPTH SAWCUT CONCRETE 18 5' 25.9' PAVEMENT FULL DEPTH SAWCUT PAVEMENT �5<0 x oFULL DEPTH SAWCUT J.• PROP. FIRE J_ANE STRIPING 1 0 0 N 1 `� • ' SEE DETAIL, 12 :SHEET C5.2 00 \� 33.1' �� ' �S �� II ----- _ � 's 01 °' 9.5 FULL DEPT SAW UT 13 SPACES 10 SPACES N rn U I 1 so 0i 8.1 ' • 1n �LS p 25.0' PROP. 2' FLUME SEE SHEET C5.2, DETAIL 10 10' FADE OUTCURB �2� 5 5' i 13 SPACES REMOVE AND EX. CURB & GU10 SPACES x x Z\� 38.5' A 0 r7 0_ 0 24.5' 18.5' FULL DEPTH SAWCUT FULL DEPTH SAWCUT FULL DEPTH SAWCUT 1 PROP. FIRE LANE STRIPING CONCRETE I r 1 PCONCRETE AVEMENT PAVEMENT O SEE DETAIL 12, SHEET C5.2 1 Lri N S p. `N FULL DEPTH SAWCUT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROP. 2' SEE SHEET C5.2, DETAIL 10 PROP. 5' CONCRETE SIDEWALK 38.0' 8.0' 9.0' 9.0' 9.0' 9.0' 9.0' 10.5' 0 Rig 5 6 SPA ES ® .0' = 54.5' 9.0' 9.0' 47.6' 7/ Old LO 0 PROP. 5' CONCRET SIDEWALK PER CITY STANDARDS / I u CONCRETE 1 PAVEMENT R29 5 1 60' R.O.W.- PROP. DRIVE APPROACH PER CITY OF,OPPELL STANDARD DETAIL 2150-1, 1 THIS SHEET � I 1 X115 I PROP. 5' CONCRETE SIDEWALK PER CITY 1 STANDARDS 8.5' I � I j I I PROP. DRIVE APPROACH PER CITY OF COPPELL STANDARD DETAIL 2150-1, 1 THIS SHEET ��j I I CONCRETE � PAVEMENT rn 0 w U D C-4 N M `n o 0 3.7' 18.5' 23.5' 13. x 5.0' LF I LJ I I x 1 X15 38.0' (VOL. 94145, PG. 3008) O � 1 GRAVE PROP. 2' FLUME x o SEE SHEET C5.2, DETAIL 10 M PROP. DUMPSTER ENCLOSURE REFER ARCH. PLANSCITY OF COPPELL I REFER TO ARCH. PLANS SHEET DEM0100 & A100 FOR (VOL. 91014, PG. 643) 72.1' / 17.3 I EXISTING AND PROPOSED FIBER OPTIC DETAILS x 5' METAL FENCE PROP. STAIRS El REFER ARCH. PLANS XX X - o F I PROP. 5' CONCRETE SIDEWALK 5' CONCRETE SIDEWALK 3 CONCRETE BM# CONCRETE PAVEMENT A PBE X XI PAVEMENT 6 METAL FENCE ' k v G = N C� PROP. 5' CONCRETE SIDEWALK REFER ARCH. PLANS Aj I- PROP. 10' ACCESS ROUTE r o 0 0 0 o ELECTRIC METER PP, PROP. 5' CONCRETE SIDEWALK S'• SEE SHEET C5.2, DETAIL 7 WMo PROP. 6' CURB RAMP PROP. 10' ACCESS ROUTE Wv® r, �, PROP. 5' CONCRETE SIDEWALK - - - - - - - - - IRRIGATION CONTROL VALVE SEE SHEET C5.2, DETAIL 6 SEE SHEET C5.2, DETAIL 6 FIRE HYDRANT Co. N tn MANHOLE TSC ❑ TRAFFIC SIGNAL CONTROL TSP • TRAFFIC SIGNAL POLE TELE El REFER TO ARCH. PLANS SHEET FLOOD LIGHT S I I DEM0100 & A100 FOR EXISTING TRAFFIC SIGN IRS 1/2 -INCH IRON ROD PROP. R2o2 2' FLUME I PROP. 6' CURB RAMP PROP 5' CONCRETE SIDEWA41i• . CONTROLLING MONUMENT PROPERTY LINE DETAILS IN THIS AREA SEE SHEET C5.2, DETAIL 11 PER ITY STANDARDS OHL OVERHEAD UTILITY LINE SEE SHEET C5.2, DETAIL 10 PROP. 10' ACCESS ROUTE PROPOSED FENCE PROP. 10' ACCESS ROUTE SEE SHEET C5.2, DETAIL 11 CD SEE SHEET C5.2, DETAIL 7 PROP STEP rn 0 w U D C-4 N M `n o 0 3.7' 18.5' 23.5' 13. x 5.0' LF I LJ I I x 1 X15 38.0' (VOL. 94145, PG. 3008) O � 1 GRAVE PROP. 2' FLUME x o SEE SHEET C5.2, DETAIL 10 M PROP. DUMPSTER ENCLOSURE REFER ARCH. PLANSCITY OF COPPELL I REFER TO ARCH. PLANS SHEET DEM0100 & A100 FOR (VOL. 91014, PG. 643) 72.1' / 17.3 I EXISTING AND PROPOSED FIBER OPTIC DETAILS x 5' METAL FENCE PROP. STAIRS El REFER ARCH. PLANS XX X - o F I PROP. 5' CONCRETE SIDEWALK 5' CONCRETE SIDEWALK 3 CONCRETE BM# CONCRETE PAVEMENT A PBE X XI PAVEMENT 6 METAL FENCE ' k v STONE RETAINING WALL 8' METAL FENCE 102.35' I �• 2 � CONCRETE RD - _ _ - - _ - - OVERHANG - - - - - - - -_ -_ -- OVERHANG ---------_ OVERHANG_ 71.2' SIDEWALK J xW O 0 0 0 0 0 0 0 1 341.32'291.35' i 8' WOOD FENCE 1 ZD `L111,T- WHEN CONSTRUCTED, DETECTABLE WARNING MUST COMPLY WITH A.D.A. AND T.A.S. REGULATIONS. EXPANSION JOINT AT SIDEWALK THICKNESS TRANSITION, TYP. i `LTi T R.O.W. REFER TO ARCHITECTS SHEET A100 B 4 THICK SIDEWALK o j MAX.. `2%' FOR FIBER OPTIC CONNECTIONS NON -WALKING SURFACE NOTES. 1. MIN. PAVEMENT DEPTH AND STRENGTH SHALL BE 6" - CLASS °C", OR AS SPECIFIED BY CITY. 2. CURB HEIGHT AND WIDTH SHALL BE 6". OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. 3. SUBGRADE (MIN. REQUIREMENTS -UNLESS OTHERWISE APPROVED BY CITY ENGINEER), SUBGRADE UNDER ALL PAVEMENT SHALL BE INITIALLY MIXED B" THICK AND RE -MIXED 6" THICK AND SHALL BE STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY ±40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE SPECIFIED BY CITY. 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. fi. WIDTHS AND SLOPES MAY VARY. ALL ACCESSIBLE ROUTES MUST COMPLY WITH A.D.A. AND T.A.S. REGULATIONS. NOTE, STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWNGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. I it1 ADD DIMENSION. CHANGED DIMENSION FROM 2.00' TO 16" AODED 30.D0' R A - S FDR TRUCK TRAFF ADDED DETECTABLEWARNING AND CALLOUTANO N0. LOCAL EXCEPTION 20'-30' COMMERCIAL 12'-24' RESIDENTIAL A 6" THICK SIDEWALK A I 1= G = N C� PROP. 5' CONCRETE SIDEWALK REFER ARCH. PLANS BOLLARD po ELECTRIC METER PP, PROP. 5' CONCRETE SIDEWALK LSA Lq WMo PROP. 6' CURB RAMP PROP. 10' ACCESS ROUTE Wv® WATER VALVE co'l IRRIGATION CONTROL VALVE SEE SHEET C5.2, DETAIL 6 SEE SHEET C5.2, DETAIL 6 FIRE HYDRANT Co. N VH(a MANHOLE TSC ❑ TRAFFIC SIGNAL CONTROL TSP • TRAFFIC SIGNAL POLE TELE El REFER TO ARCH. PLANS SHEET FLOOD LIGHT FP . FLAG POLE DEM0100 & A100 FOR EXISTING TRAFFIC SIGN IRS 1/2 -INCH IRON ROD AND PROPOSED FIBER OPTIC (C.M.) CONTROLLING MONUMENT PROPERTY LINE DETAILS IN THIS AREA FENCE OHL OVERHEAD UTILITY LINE ® COORDINATE DESIGNATION WV WMo PROPOSED FENCE WATER AULT Fl C 0� wv - � WM o - - 177 NORTH HEARTZ ROAD PROP. 5' CONCRETE SIDEWALK 18.5' LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO 1 Y QI STONE RETAINING WALL 8' METAL FENCE 102.35' I �• 2 � CONCRETE RD - _ _ - - _ - - OVERHANG - - - - - - - -_ -_ -- OVERHANG ---------_ OVERHANG_ 71.2' SIDEWALK J xW O 0 0 0 0 0 0 0 1 341.32'291.35' i 8' WOOD FENCE 1 ZD `L111,T- WHEN CONSTRUCTED, DETECTABLE WARNING MUST COMPLY WITH A.D.A. AND T.A.S. REGULATIONS. EXPANSION JOINT AT SIDEWALK THICKNESS TRANSITION, TYP. i `LTi T R.O.W. REFER TO ARCHITECTS SHEET A100 B 4 THICK SIDEWALK o j MAX.. `2%' FOR FIBER OPTIC CONNECTIONS NON -WALKING SURFACE NOTES. 1. MIN. PAVEMENT DEPTH AND STRENGTH SHALL BE 6" - CLASS °C", OR AS SPECIFIED BY CITY. 2. CURB HEIGHT AND WIDTH SHALL BE 6". OR AS SPECIFIED BY CITY. SEE STANDARD CONSTRUCTION DETAIL 2120. 3. SUBGRADE (MIN. REQUIREMENTS -UNLESS OTHERWISE APPROVED BY CITY ENGINEER), SUBGRADE UNDER ALL PAVEMENT SHALL BE INITIALLY MIXED B" THICK AND RE -MIXED 6" THICK AND SHALL BE STABILIZED WITH 6% MIN. BY WEIGHT OF HYDRATED LIME (GENERALLY ±40 LBS./S.Y.) AND COMPACTED TO A DENSITY NOT LESS THAN 95% STANDARD PROCTOR DENSITY. ALTERNATIVE SUBGRADES, SUPPORTED BY LABORATORY TESTS, MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. PAVEMENT SURFACE FINISH SHALL BE TRANSVERSE TO TRAFFIC LANES AND SHALL BE BAKER BROOM FINISH UNLESS OTHERWISE SPECIFIED BY CITY. 5. ALL DIMENSIONS TO BACK OF CURB AND IN FEET UNLESS OTHERWISE SHOWN. fi. WIDTHS AND SLOPES MAY VARY. ALL ACCESSIBLE ROUTES MUST COMPLY WITH A.D.A. AND T.A.S. REGULATIONS. NOTE, STANDARDS ARE ADOPTED FROM THE NCTOG STANDARD DRAWNGS DATED NOV. '96, WITH LOCAL EXCEPTIONS. I it1 ADD DIMENSION. CHANGED DIMENSION FROM 2.00' TO 16" AODED 30.D0' R A - S FDR TRUCK TRAFF ADDED DETECTABLEWARNING AND CALLOUTANO N0. LOCAL EXCEPTION 20'-30' COMMERCIAL 12'-24' RESIDENTIAL A 6" THICK SIDEWALK A I 1= G = N C� B BOLLARD EM® ELECTRIC METER PP, POWER POLE LSA LIGHT STANDARD WMo WATER METER Wv® WATER VALVE ICV® IRRIGATION CONTROL VALVE FH-(:> FIRE HYDRANT Co. CLEANOUT VH(a MANHOLE TSC ❑ TRAFFIC SIGNAL CONTROL TSP • TRAFFIC SIGNAL POLE TELE El TELEPHONE BOX FLOOD LIGHT FP . FLAG POLE SIGN_ TRAFFIC SIGN IRS 1/2 -INCH IRON ROD W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT PROPERTY LINE x FENCE OHL OVERHEAD UTILITY LINE ® COORDINATE DESIGNATION - X PROPOSED FENCE 0 10 20 40 60 GRAPHIC SCALE IN FEET PARKWAY BLVD PROJECT LOCATI TOWN CENTER 0_ a z 0 Z w 0 SANDY ON 00 g�PONwO 0 a ARK VALLEY DR LAKE DALLAS COUNTYI T--[- MAPSCO IA -T VICINITY MAP (NOT TO SCALE) GENERAL NOTES 1. ALL WORK, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS AND THE CITY OF COPPELL STANDARD CONSTRUCTION SPECIFICATIONS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE FAMILIAR WITH THE PLANS, ALL NOTES, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS, THE CITY STANDARDS FOR CONSTRUCTION, AND ANY OTHER APPLICABLE STANDARDS AND SPECIFICATIONS RELEVANT TO THE PROPER COMPLETION OF THE WORK SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO BE FAMILIAR WITH ALL STANDARDS AND SPECIFICATIONS PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY OF PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS. 3. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS. CONTRACTOR SHALL VERIFY THAT NECESSARY CROSSING CLEARANCES BETWEEN EXISTING AND PROPOSED UTILITIES EXIST PRIOR TO CONSTRUCTION OF ANY SUCH CROSSINGS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, CLEANOUTS, VALVE BOXES, AND FIRE HYDRANTS, ETC.. CONTRACTOR TO ADJUST TO PROPER LINE AND GRADE PRIOR TO AND AFTER THE PLACING OF PERMANENT PAVING AND GRADING. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING THE CONSTRUCTION OF THE PAVING FOR THIS DEVELOPMENT. 5. 5.A PROTECT AND MAINTAIN ROADWAY TRAFFIC THROUGHOUT THE PROJECT, PROVIDING A MINIMUM OF ONE (1) LANE OPEN IN EACH DIRECTION; 5.B PROVIDE AND MAINTAIN INTERIM ACCESS FROM ROADWAYS CURRENTLY IN USE TO ALL DRIVEWAYS AND INTERSECTING STREETS OR ALLEYS; 5.0 MAINTAIN NORMAL PROJECT DRAINAGE UNTIL NEW DRAINAGE FACILITIES ARE FUNCTIONAL, INCLUDING, WHERE NECESSARY, INTERIM REPLACEMENT OF EXISTING DRAINAGE STRUCTURES REMOVED FOR CONSTRUCTION OF NEW DRAINAGE FACILITIES; 5.D MAINTAIN ALL WORK AND MATERIAL STORAGE AREAS IN ORDERLY CONDITION, FREE OF DEBRIS AND WASTE. ON COMPLETION OF CONSTRUCTION, CLEAN UP THE PROJECT AND ADJACENT AFFECTED AREAS TO ACCEPTABLE CONDITION, ALL AS PROVIDED IN THE GENERAL CONDITIONS. 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION, BONDS AND THREE-WAY CONTRACTS SHALL BE SUBMITTED TO THE CITY AS REQUIRED. 7. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING TRENCH SAFETY. 8. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS TO VERIFY ALL BUILDING DIMENSIONS. 9. REFER TO ARCHITECTURAL PLANS FOR DETAILED BUILDING ENTRANCE LAYOUTS, RAMPS, LANDSCAPE, AND SIDEWALKS. 10. BARRICADING AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND LATEST UPDATES. 11. EXACT SAWCUT PAVEMENT REMOVAL AND REPLACEMENT LIMITS WITHIN THE PUBLIC RIGHT-OF-WAY IS TO BE IN ACCORDANCE WITH THE CITY PAVEMENT REPAIR MANUAL AND INCLUDED IN THE BASE BID. ALL DIMENSIONS ARE TO BACK -OF -CURB UNLESS OTHERWISE NOTED. C REFER TO STRUCTURAL PLANS FOR EXACT FOUNDATION DIMENSIONS CITY OF COPPELL FIBER OPTIC (UNDER CONSTRUCTION) CONSTRUCTION JOINT IF NOT MONOLITHIC WITH STREET PAVING STANDARD CONSTRUCTION DETAILS I SEER REFERENCE IL. 94 COPPELL DRIVEWAY APPROACH 301., 303., 305. IL.'14 -,,r STANDARD DETAIL IL .14 _ TYPE "A" DATE CITY OF CORRELL DALLAS COUNTY, TEXAS 2150-1 PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUSSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 07/20/2015 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. PK FILE: 3593-14.265 DWG FILE: 3593-14.414-CV.DWG COMMERCIAL DRIVEWAY DECORATIVE PAVING SEE STANDARD CONSTRUCTION DETAIL 2190 V Q EXPANSION JOINT AT R.O.W. o C1�J ��" p o�4& 200?� O Q'4o' P s3 /I- THICK SIDEWALK 3 j B -- E TOBACK OF CURB ' 3 a JOINT NON -WALKING SURFACE Q CONSTRUCTION JOINT IF NOT MONOLITHIC WITH STREET PAVING STANDARD CONSTRUCTION DETAILS I SEER REFERENCE IL. 94 COPPELL DRIVEWAY APPROACH 301., 303., 305. IL.'14 -,,r STANDARD DETAIL IL .14 _ TYPE "A" DATE CITY OF CORRELL DALLAS COUNTY, TEXAS 2150-1 PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUSSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 07/20/2015 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. PK FILE: 3593-14.265 DWG FILE: 3593-14.414-CV.DWG N 0 Z N Q0 m CN OPTIONAL CONSTRUCTION JOINT PROPOSED PAVEMENT e N � PROPOSED' GROUND #3 BARS-_/BW�/i./ @ 18" 0. C. E. W. 12" SECTION CURB W/WA L L NOT TO SCALE PLAYGROUND AREA 10-)' 66, 11 X L FENCE TC 465. G 464. x - TC 466.14 c �n TC 466.18 TC 466.15 EL 464.94 GC 465.7-4 465.24 G 465.64 ,� Ass G 465.68 G 465.65, a�' TC 466.14 ss s o 0 I GM • Y G 465.64 I I TC 466.07 's 31 SPACES I I o EL 464.144 TC 466.01 G 465.57 TC 466.17 I I TC 466.10 6`'1� TC 465.46 E 4 4.53 �- G 465.51 G 465.67 a G 464.96 PAD �G 465.60 _____ 6� I~ TC 466 01 J TC 466.12 CONCRETE Q 1 a MATCH EX. GRADE G 465.62 PAVEMENT �� TC 465.41 465 I G 465.51 MATCH EX. GRADE �� @ SAWCUT • _ G 464.91 • @ SAWCUT Ibw I ' ,• 11 116. � 465.38 TC 465.35 GC 464.88 G 464.85TC 0 6s - MATCH EX. GRADE G 2� �° a"' S - - @ SAWCUT 0 466.30 TC 46 3 a 13 SPACES N T 465.83 G 465• 10 SPACES TC 465.76 EL 464.82 6°j n 1�0 y oo' A G 465.26 a6'h 511 EL 465.27 TC 46 5.7± TC 465.35Apr ay c r 'ass • a06g. a Ass S9s G 465.2±: 0 1 ss9s R �° G 464.85 I �, TC 465.74 Ls '66. '66ry L arOh G 465 24 TC 465.00II 1 11611.- �V 0 TC 465.14 TC 464.3± '611 LOT 1, BLOCK A ° TC 465.7± 01As, G 465.21 I I CONCRETE rrs'�ss EL44.4 CV® a6'66A 2� I HEARTZ ROAD ELEMENTARY SCHOOL 10' UTILITY EASEMENT Ss�9p . - - - - �° TC 465.58 m 10' FADE (VOL. 94145, PG. 2992) (VOL. 94145, PG. 2992) 17 IG TC 466.31 G 465.08 I PLAYGROUND AREA G 463.89 o- TC 465.00 . ° G 465.96 17 CONCRETE w 4b -- 's.0 ° FENCE ° EL 465.08 I PAVEMENT � G 464.50 ' Lq ° �� COPPELL INDEPENDENT G 466.11 ii 46 TC 614.50 q Rssy a00� TC 465.32 25' UTILITY AND DRAINAGE EASEMENT SCHOOL DISTRICT 1.9% MG TC 465.41 V MATCH EXISTING GRADE TW 614.50 PROPOSED TOP OF WALL ELEVATION ABANDONED BY CITY ORD. 93613 (VOL. 92155, PG. 1735) 15' UTILITY EASEMENT �� Ir \" ° gse \F466.8 a � TC 464.75 G 464.910,1011111111111111""""" 64.91 f� 465.E (VOL. 94145, PG. 2992) TC 466.24 � 6.B. ADS N-12 (PRIVATE ONLY) TC 466.51 EL 466.0 EL 465.90 EL 46 .8 4 76 • ,ay6• CANOPY \ G 464.25 UNLESS NOTED, GRATE INLETS TO BE "HANSON PIPE AND PRECAST" CATCH BASIN SIZED AS SHOWN, 6 BR CK WALL G 465.74 G 465.98 I 466.99 • �$ / \ 466.6 600 A6 6 6 6� pc TC 464.56 TC 465.54 G / / \ 66 J \ 46 4 5' CONCRETE SIDEWALK ,', arO 0rO 0^ a arO 466.95 - EL 465.91 /• �\ 466• - p� - 466.6 PROP. CURB W/WALL PROP. CURB W/WALL h° EL 466.30 64 A6 �0• 5 " (AS REQUIRED) • SEE DETAIL THIS SHEET BRICK �� '611h x 4' METAL FENCE a 466 FBRICK6y31- 1 no SEE DETAIL THIS SHEET MATCH EX. GRADE AT COLUMN 465 116'`0 rv� TEL 466.2 a6rO� �6 w6 h v MATCH EX. GRADE AT 0 4' METAL FENCE BOTTOM OF WALL h1 (TYPICAL) arO 4' METAL FENCE TC 465.51- X� MG �0 0' BOTTOM OF WALL �� X X �❑ �X -�- X G 465.01 L FENCE TC 465. G 464. x - TC 466.14 c �n TC 466.18 TC 466.15 EL 464.94 GC 465.7-4 465.24 G 465.64 ,� Ass G 465.68 G 465.65, a�' TC 466.14 ss s o 0 I GM • Y G 465.64 I I TC 466.07 's 31 SPACES I I o EL 464.144 TC 466.01 G 465.57 TC 466.17 I I TC 466.10 6`'1� TC 465.46 E 4 4.53 �- G 465.51 G 465.67 a G 464.96 PAD �G 465.60 _____ 6� I~ TC 466 01 J TC 466.12 CONCRETE Q 1 a MATCH EX. GRADE G 465.62 PAVEMENT �� TC 465.41 465 I G 465.51 MATCH EX. GRADE �� @ SAWCUT • _ G 464.91 • @ SAWCUT Ibw I ' ,• 11 116. � 465.38 TC 465.35 GC 464.88 G 464.85TC 0 6s - MATCH EX. GRADE G 2� �° a"' S - - @ SAWCUT 0 466.30 TC 46 3 a 13 SPACES N T 465.83 G 465• 10 SPACES TC 465.76 EL 464.82 6°j n 1�0 y oo' A G 465.26 a6'h 511 EL 465.27 TC 46 5.7± TC 465.35Apr ay c r 'ass • a06g. a Ass S9s G 465.2±: 0 1 ss9s R �° G 464.85 I �, TC 465.74 Ls '66. '66ry L arOh G 465 24 TC 465.00II 1 a 11611.- �V 0 TC 465.14 TC 464.3± '611 • ° TC 465.7± 01As, G 465.21 EX. GRADE CONCRETE rrs'�ss EL44.4 CV® a6'66A 2� I 13 SPACES Ss�9p . - - - - �° TC 465.58 m 10' FADE OUT CURB TELEPHONE BOX -2y- IG TC 466.31 G 465.08 I �l EL 4I64.72 / w/ G 463.89 o- TC 465.00 . ° G 465.96 a 11611.- �V 0 TC 465.14 TC 464.3± '611 G 463.8± MATCH EX. GRADE CONCRETE PAVEMENT v EL44.4 CV® G 465.32 6 ' R.O.W.- TC 464.39 � G 464.64 . - - - - • ----------------------- m 10' FADE OUT CURB TELEPHONE BOX -2y- • FP e �l EL 4I64.72 / w/ G 463.89 o- TC 465.00 . ° 65.18 ° ° (C.M.) w 4b -- r ^ °� TC 466.00 I = / 0 0 0 6�. G 465.50 EL 465.45 1 U/ ssRss� a6�' 11 TC 465.81 I Q e S99 9 10 SPACES p G 465.31 TC 466.43 L 465.00 EL 64.90 G 465.86^ 465.90 a �k GC 465 40 TC 465.35 X66• G 4ss S 116 0 6`' G 464.85 I R6r MATCH EX. GRADE 1 I @ SAWCUT •, CONCRETE I EL 465.51 CONCRETE ,• • ^ a`' 6 0 PAVEMENT EL 465.56 h (01z, 1 T h 0 ' e EL 465.59 EL 465.48 011• '6111 PAVEMEN �' RO TC 466.28 '0h EL 465.63 10 EL 465.42 EL 465.41 G 465 78 EL 465.66 I TC 465.82 TC 466 02 / 11611.- 'y �6 I TC 465.14 I L---- EL 465.33 EL 465.26 G 465.52 MATCH EX. GRADE WATER METER EL 465.71 _ _ - - - - - - CV® G 465.32 f TC 464.39 TC 464.81 G 464.64 MHO - - - - - - -- ----------------------- TSP e TRAFFIC SIGNAL POLE TELE TELEPHONE BOX -2y- FLOOD LIGHT FP e FLAG POLE G 463.89 G 464.31 TC 465.00 . ° 65.18 ° ° (C.M.) TC 466.61 -- PROPERTY LINE ° FENCE ° EL 465.08 x GC 464.37 � G 464.50 ' Lq ° �� EXIST GUTTER ELEVATION G 466.11 ii 46 TC 614.50 q u (J 0 �HL6 TC 465.32 -X 1.9% MG TC 465.41 V MATCH EXISTING GRADE TW 614.50 PROPOSED TOP OF WALL ELEVATION 6 TC G 466.61 466.11 �� �� �� � G 465.82 •91 TC 466.26 Wv � TC 464.75 G 464.910,1011111111111111""""" 64.91 f� 465.E TC 466.24 TC 466.48 6.B. ADS N-12 (PRIVATE ONLY) TC 466.51 EL 466.0 EL 465.90 EL 46 .8 4 76 ZG A64y1 0.7% G 464.25 UNLESS NOTED, GRATE INLETS TO BE "HANSON PIPE AND PRECAST" CATCH BASIN SIZED AS SHOWN, o G 465.74 G 465.98 APPROVED EQUAL. G 466.01 0 8. n pc TC 464.56 TC 465.54 G REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS. EL 466.08 EL 465.52 EL 466.51 � EL 466.72 EL 466.66 EL 465.91 L 466.37 p� G 464.06- 465.04 tEL 46 .62 EL 466.30 - - x EL 4 5.25 EL 466.91 T TC 466.12 TC 466.34 M "r,CZ END FADE G 465.62 G 465.84 ° CURB o p TC 466.70 EL 466.40 G 466.20 TC 465.67 TC 465.96 G 465.17 0G 46546 EL 466.79 EL 466.79 EL 466.91 EL 466.91 �6k TC 466.17 Co .11-1 GN FADE x / I G 465.67 PURB 116 NO TC 466.71 X66 TC 466.34 FFE=466.91 G 466.21 G 465.84 FFE=466.91 TC 464.05 TC 464.27 TC 464.33 TC 466.22 G 463.55 G 463.77 G 463.83 G 465.72 -15' UTILITY EASEMENT x I aAS GC 466.41 466.91 "?L. 94145, PG. 2992) Lo 25' UTILITY AND DRAINAGE EASEMENT ABANDONED BY CITY ORD. 93613 b\d- T 42' PARKING LOT EASEMENT FOR ��`! TC 466.70 x PROPOSED NEW CITY LIBRARY TC 466.20 G 466.20 E 466.91 (VOL. 94145, PG. 2992) d• `O G 465.70 L 50 TC 465.541 0 G 465.04 4 TC G 463.35 463.45 TC 463.85 TC 464.31 86 G 462.95 2 4% G 463.81 X o TC 465.20 1 TC 463.63 TC 464.44 G 464.70 G 463.13 G 463.94 rn PROP. CURB W/WALL x O SEE DETAIL THIS SHEET \ TC 464.42 TC 464.61, TC 463.15 G 463.92 G 464.11 TC 465.32 E62.95 AL G 462.65 TC 464.30 EGIN WL G 464.8210'x20' TEMP E62.45 463.21 DRAINAGE EASEMENT BEGIN WALL EL 462.50 EL 462.85 I EL 32 ,F-) (VOL. 920-64, PG. 2732) i (VOL. 92064, PG. 2737 X w TS 464.35 Y �` TC 464.98 Rs� NCE a EL 462.37 116' G 464.48 4s25s X SR 4 �s �- ' SEND WALL �W�T _ f'�' EL 3.00 ,. 6. ..._k v - - -- - - - _ "=} L 46 u e I-J6L C TOP=462.6 IBS 485 FL=458.41 5' CONCRETE SIDE LK B 3 L 462.35 ° FULL OF WATER) 24" 46269 ph p MG r CONCRE CONCRETE ti• 11 EL 464.!0 1 PAVEMENT COLUMN TOP=461.7 p• WYE PBE 1 X PROP. CURB W/WALL 06. FL=453.21 116 INLET0 1 SEE DETAIL THIS SHE U ET METAL FENCE 11 11 0 0 .�. (FULL OF WATER) .� ,� kMG '6ti a \ h;_�,� OVERHANG p Oti' 4s 110 � 0 • 6'�• W CONCRETE h� R - - OVERHANG - - - - - - - - - - - - - - - - - 8 SIDEWALK PROP. DUMPSTER ENCLOSURE \° 463` REFER ARCH PLANS ° a10 6ti 1160 O 0 0 0° 116 , 338.66' - \ - - a g_ • a - y� 611 ati, 116 ah io S arO 11 116 341.32' 116 a 1100• STONE RETAINING WALL 102.35' ALLEY 8' METAL FENCE 8' WOOD FENCE J S9 • - - - - - - - - - - F � I 25' UTILITY & DRAINAGE wop '6�'� 6�ti a6�� a EASEMENT �y a CO (VOL. 94145, PG. 2992) 4$9', (0 q rn o DRAINAGE EASEMENT 76' o CITY OF COPPELL LOT 24, BLOCK C (VOL. 92248, PG. 2980) °moo A6'' 10' TU ELECT UNDERGROUNI CHAUCER ESTATES \ 6o a6ti (VOL. 92248, (VOL. 92248, PG. 2980) 11ro°. BENCH MARK LIST 459 0'1: BM# 1 " ❑X " CUT SET ON A 5' CONCRETE SIDEWALK ON THE EAST SIDE OF NORTH HEARTZ ROAD, 310'± SOUTH FROM THE CENTERLINE INTERSECTION OF FREIGHT WAY AND 51'± SOUTHEAST OF A SANITARY SEWER MANHOLE IN NORTH HEARTZ ROAD. ELEV=464.84 BM# 2 " ❑X " CUT SET ON A 5' CONCRETE SIDEWALK ON THE WEST SIDE OF NORTH HEARTZ ROAD, 80'1 SOUTHEAST OF W.T. COZBY LIBRARY BOULEVARD AND 250'± NORTH OF THE CENTERLINE OF THE INTERSECTION OF PARK VALLEY DRIVE AND NORTH HEARTZ ROAD. ELEV=464.88 BM# 3 ❑X " CUT SET ON CONCRETE SIDEWALK AT THE SOUTHWEST CORNER OF W.T. COZBY PUBLIC LIBRARY, 50'± WEST OF A 4' METAL FENCE CORNER AND 39'± NORTHWEST FROM A CONCRETE WYE INLET. ELEV=461.91 I I c 10' FADE OUT CURB I I66 Oa' a EL 465.b I CONCRETE TIT PAVEMENT 0 10 20 40 60 GRAPHIC SCALE IN FEET I E G I- r ---j =:> B • BOLLARD EM® ELECTRIC METER PPe POWER POLE Ls_):� LIGHT STANDARD wM0 WATER METER wv, WATER VALVE CV® IRRIGATION CONTROL VALVE FH* FIRE HYDRANT Co. CLEANOUT MHO MANHOLE TSC 11 TRAFFIC SIGNAL CONTROL TSP e TRAFFIC SIGNAL POLE TELE TELEPHONE BOX -2y- FLOOD LIGHT FP e FLAG POLE SIGN_ TRAFFIC SIGN IRS 1/2 -INCH IRON ROD W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT -- PROPERTY LINE X FENCE oHL OVERHEAD UTILITY LINE 613 EXIST CONTOUR 612.39 EXIST SPOT ELEVATION TC 612.39 EXIST TOP OF CURB ELEVATION G 611.92 EXIST GUTTER ELEVATION 571 PROPOSED CONTOUR TC 614.50 PROPOSED TOP OF CURB ELEVATION G 614 00 PROPOSED GUTTER ELEVATION EL 614.50 -X PROPOSED SPOT ELEVATION MG LANDSCAPE BEDS, TOP OF MULCH/BEDDING MATERIAL). -X MATCH EXISTING GRADE TW 614.50 PROPOSED TOP OF WALL ELEVATION EL 610 00 PROPOSED GROUND ELEVATION AT BOTTOM OF WALL PROPOSED DRAINAGE FLOW DIRECTION TC 465.1± : G 464.6± PROPOSED SWALE ••t EL 466.40 TS 466.83 EL 466.45 BS 466.34 • , EL 466.82 EL 466.91 EL 466.91 FFE=466.91 11 a 66� a 0� a a EL 466.91 WV WATER WM o4 --VAULT CONCRETE PAVEMENT 0L 0 0 TC 465.26 11 _ - - OVERHANG- 00 G 464.77 L 466.8 GRADING $ DRAINAGE GENERAL NOTES 66ry 11 X66. a0'� 6°^ 1. Q �S TO WM 0 o SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE. 0 116 11. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 AND 1166 N SHALL BE MECHANICALLY COMPACTED IN 6 -INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE h ! I SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. WV Z '6�' I 0 12. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS OTHERWISE � 6�ti FH SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. arO g 0^ to 13. A ROUND MANHOLE COVER MEETING CITY SPECIFICATIONS SHALL BE PLACED IN ALL INLET TOPS NEAR 1166 116 I d THE OUTLET PIPE. h 14. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG ITEM 702.2.4, 1166 66° 1166• I CLASS "A" (3000 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN STANDARD CITY SPECIFICATIONS. 15. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NO ADDITIONAL PAY ITEM FOR CRUSHED 06� Ac 4ss STONE BEDDING. a 60� G 464 01 16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S a VAULT 54 EXPENSE. (TYPE UNKNOWN) 1 00 A 4 110 11(00' 60 • 1 ' 94 a 116 MG CITY OF COPE 116 TEL FIBER OPTIC v (UND�R CONSTf a00� TE ' y. 466 11 4' METAL FENCE I 00� , 6 U) Of � Y BM# 2 0 �I� 1 3 80 cot PA\ PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUSSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 07/20/2015 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. NO. DATE REVISION Pacheco Koch8350 N. CENTRAL EXPWY. SUITE 1000 DALLAS, TX 75206 972.235.3031 TX REG. ENGINEERING FIRM F-14439 TX REG. SURVEYING FIRM LS -101938-05 GRADING PLAN COMY LIBRARY AND COMMUNITY COMMONS LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO. 1 C/TYOFCOPPELL, DALLAS COUNTY, TEXAS DES/GN DRAWN DATE SCALE NOTES FILE NO. GSC RRL 2015 1"--20' CZ m 1 PK FILE: 3593-14.265 DWG FILE: 3593-14.414-GR.DWG TC 465.26 0 s G 464.77 'Oh GRADING $ DRAINAGE GENERAL NOTES c0 1. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 2. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN MAXIMUM LIFTS OF 6 INCHES. 3. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 27.. 4. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO FEDERAL, STATE, AND LOCAL ® GUIDELINES. 5. ALL PROPOSED AND EXISTING GRADES IN NON -PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCH/BEDDING MATERIAL). 6. UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS: Wv R 6.A. RCP C-76, CLASS III I� 6.B. ADS N-12 (PRIVATE ONLY) TEL A6531 ti 6.C. HANCOR HI -Q (PRIVATE ONLY) ZG A64y1 I '4b' a-IOR 7. UNLESS NOTED, GRATE INLETS TO BE "HANSON PIPE AND PRECAST" CATCH BASIN SIZED AS SHOWN, APPROVED EQUAL. 8. FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0.03 FOOT. 9. REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS. MG 10 ANY CONCRETE ROCK OR MATERIAL DEEMED BY THE ENGINEER TO BE UNSUITABLE FOR SUBGRADE o SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE. 0 116 11. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 AND 1166 N SHALL BE MECHANICALLY COMPACTED IN 6 -INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE h ! I SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. WV Z '6�' I 0 12. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS OTHERWISE � 6�ti FH SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. arO g 0^ to 13. A ROUND MANHOLE COVER MEETING CITY SPECIFICATIONS SHALL BE PLACED IN ALL INLET TOPS NEAR 1166 116 I d THE OUTLET PIPE. h 14. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG ITEM 702.2.4, 1166 66° 1166• I CLASS "A" (3000 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN STANDARD CITY SPECIFICATIONS. 15. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NO ADDITIONAL PAY ITEM FOR CRUSHED 06� Ac 4ss STONE BEDDING. a 60� G 464 01 16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S a VAULT 54 EXPENSE. (TYPE UNKNOWN) 1 00 A 4 110 11(00' 60 • 1 ' 94 a 116 MG CITY OF COPE 116 TEL FIBER OPTIC v (UND�R CONSTf a00� TE ' y. 466 11 4' METAL FENCE I 00� , 6 U) Of � Y BM# 2 0 �I� 1 3 80 cot PA\ PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUSSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 07/20/2015 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. NO. DATE REVISION Pacheco Koch8350 N. CENTRAL EXPWY. SUITE 1000 DALLAS, TX 75206 972.235.3031 TX REG. ENGINEERING FIRM F-14439 TX REG. SURVEYING FIRM LS -101938-05 GRADING PLAN COMY LIBRARY AND COMMUNITY COMMONS LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO. 1 C/TYOFCOPPELL, DALLAS COUNTY, TEXAS DES/GN DRAWN DATE SCALE NOTES FILE NO. GSC RRL 2015 1"--20' CZ m 1 PK FILE: 3593-14.265 DWG FILE: 3593-14.414-GR.DWG 0 CO d- I N 0 N 0 0 J_ U c� 0 CL � L0 M' L0 L0 01 Z N 0 ::)\3: � oj PLAYGROUND AREA SIGN CA ON PY \ I LOT 1, BLOCK A HEARTZ ROAD ELEMENTARY SCHOOL 10' UTILITY EASEMENT (VOL. 94145, PG. 2992) (VOL. 94145, PG. 2992) 1 PLAYGROUND AREA ONE-STORY I 7 CONCRETE BRICKBUILDING PAVEMENT COPPELL INDEPENDENT 25 UTILITY SCHOOL DISTRICT ABANDONED AND CITY IORD. 9361NAGE 3MENT (VOL. 92155, PG. 1735) 15' UTILITY EASEMENT • ; : \ \ h (VOL. 94145, PG. 2992) CANOPY 6' BR CK WALL / , • \ 5' CONCRETE SIDEWALK N BRICK 4' METAL FENCE BRICK COLUMN 4' METAL FENCE x x x COLUMN (TYPICAL) (TYPICAL) 4' METAL FENCE r, 4' METAL FENCE El__ _X 0-X - ter A X X X XvX � X X- :. • . - 289.56 12� 1 „G 12 1 • �, + 2„G cM 31 SPACES L --J ----- �J EA F CONCRETE CONCRETE PAVEMENT , PAVEMENT w 4� - - -I-', rpc>, LS > N I X X BOLLARD EM® FL 18"=455.46 (W) > I I CONCRETE LIGHT STANDARD U a PAVEMENT B� C 1 IRRIGATION CONTROL VALVE 6 Ot/C FL=458.41 (FULL OF WATER) 8 3 a0 24" STA 0+62.55 LINE "ST -1" DA 2 WYE I CONCRE CONCRETE X c6 PAVEMENT COLUMN 1 N = INLET STA 0+15.32 LINE "ST -1" I °WM 14 L C 1.0 2 INSTALL: J TI=463.06 " - x 0C . 77 (C.M.) CONTROLLING MONUMENT FL 18"=454.67 (S) ID o x FENCE OHL 4 LBLOCK A HEARTZ ROAD co ELEMENTARY SCHOOL x > (VOL. 94145, PG. 2992) N COPPELL INDEPENDENT SCHOOL DISTRICT ji I I �11 F 13 SPACES , - , 13 SPACES L - - - - - - - - - - - - - - - - - - , - - - - - - - 77 o (VOL. 92155, PG. 1735) I 15' UTILITY EASEMENT _ x (VOL. 94145, PG. 2992) 25' UTILITY AND DRAINAGE EASEMENT `a ABANDONED BY CITY ORD. 93613 42' PARKING LOT EASEMENT FOR ROPOSED NEW CITY LIBRARY STA 0+23.80 LINE "ST -1" 94145, PG. 2992) INSTALL: 24.6' REFER TO MEP PLANS FOR 1-18" 45' BEND I RELOCATION OF CONNECTION FL 18"-455 46 (SE) TO PROP. ROOF DRAINS � 4 6"PVC 66~ EXISTING UNDERFLOOR DRAINAGE SYSTEM TO REMAIN IN SERVICE DURING CONSTRUCTION. NEW UNDERFLOOR DRAINAGE SYSTEM TO BE INSTALLED BY OTHERS. ONE-STORY BRICK BUILDING 177 NORTH HEARTZ ROAD LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO. 1 (VOL. 94145, PG. 3008) 1.877 ACRES (81,769 SF) CITY OF COPPELL (VOL. 91014, PG. 643) 10 1SPACES 101SPACES • DA 1 CONCRETE 0.48 PAVEMENT I 3.83 ----------- 77 ---------- 77 '9 '9 T '9 0 0 0 0 P R_18" STORMXDRAIN ®9.29% BOLLARD EM® FL 18"=455.46 (W) > --- LSA LIGHT STANDARD o a x B� C ICv® IRRIGATION CONTROL VALVE 6 Ot/C FL=458.41 (FULL OF WATER) 8 3 a0 24" STA 0+62.55 LINE "ST -1" DA 2 WYE I CONCRE CONCRETE X c6 PAVEMENT COLUMN INSTALL: =453.2± ULL OF WATER)"PVC INLET STA 0+15.32 LINE "ST -1" I °WM 1 -STD. 10' CURB INLET 1.0 2 INSTALL: RD - - - - OVERHANG - - - - - - - - - - - - OVERHANG - - - - - - - TI=463.06 " 7 99 IRS 1-18" 45' BEND . FL 18"=459.06 (E) (C.M.) CONTROLLING MONUMENT FL 18"=454.67 (S) a 338.66' FENCE OHL FL 18"=454.67 (NW) l �o _ _ - - - - - - � c U I 1 10'x20' TEMP 20' DRAINAGE EASEMENT 3„P �3"PVC PVC UNDERGROUND SANITARY SEWER LINE a' DRAINAGE EASEMENT N (VOL. 92064, PG. 2732)0 8' WOOD FENCE 6 (VOL. 92064, PG. 2737 ❑ J NCE \ � 4 6"PVC 66~ EXISTING UNDERFLOOR DRAINAGE SYSTEM TO REMAIN IN SERVICE DURING CONSTRUCTION. NEW UNDERFLOOR DRAINAGE SYSTEM TO BE INSTALLED BY OTHERS. ONE-STORY BRICK BUILDING 177 NORTH HEARTZ ROAD LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO. 1 (VOL. 94145, PG. 3008) 1.877 ACRES (81,769 SF) CITY OF COPPELL (VOL. 91014, PG. 643) 10 1SPACES 101SPACES • DA 1 CONCRETE 0.48 PAVEMENT I 3.83 ----------- 77 ---------- 77 '9 '9 T '9 0 0 0 0 P R_18" STORMXDRAIN ®9.29% BOLLARD EM® El WYE - -INL€ PP. --- LSA LIGHT STANDARD o T O P= 4 6 2.6 ' ' •I� 5' CONCRETE SIDEWALK B� C ICv® IRRIGATION CONTROL VALVE 6 Ot/C FL=458.41 (FULL OF WATER) 8 3 a0 24" REMOVE EX. 6" PVC PIPES7 7 WYE X CONCRE CONCRETE X c6 PAVEMENT COLUMN REMOVE AND REPLACE 6' METAL FENCE =453.2± ULL OF WATER)"PVC INLET PB �_ I 7.0' �- CAL 18 0 6"PVC 6 -PVC 6"P EX. CONCRETE SIDEWALK 48" R.C.P. s" R.C.P. 2 CONCRETE RD - - - - OVERHANG - - - - - - - - - - - - OVERHANG - - - - - - - AS REQUIRED TO INSTALL TRAFFIC SIGN IRS SIDEWALK . PROP. 18" STORM DRAIN (C.M.) CONTROLLING MONUMENT --- O 0 0 0 338.66' FENCE OHL - � ..�� _ _ - - - - - - � c I 341.3 291.35' STONE RETAINING WALL 102.35' 3„P �3"PVC PVC UNDERGROUND SANITARY SEWER LINE 8' METAL FENCE 3"PVC 8' WOOD FENCE � 1 25' UTILITY & DRAINAGE 9'X5' BOX CULVERT / F�C�OX, EASEMENT (VOL. 94145, PG. 2992) N o � DRAINAGE EASEMENT CITY OF COPPELL LOT 24, BLOCK C (VOL. 92248, PG. 2980) -10' TU UNDERGROUNDECRI CHAUCER ESTATES STA 0+00.00 LINE "ST -1" (VOL. PG. EASEMENT T 2980) (VOL. 92248, PG. 2980) BEGIN 18" STORM DRAIN \ CONNECT TO EXISTING _ - "Y" INLET FL 18"=453.25 (N) BENCH MARK L/ST BM# 1 " ❑X " CUT SET ON A 5' CONCRETE SIDEWALK ON THE EAST SIDE OF NORTH HEARTZ ROAD, 310'± SOUTH FROM THE CENTERLINE INTERSECTION OF FREIGHT WAY AND 51'± SOUTHEAST OF A SANITARY SEWER MANHOLE IN NORTH HEARTZ ROAD. ELEV=464.84 BM# 2 " ❑X " CUT SET ON A 5' CONCRETE SIDEWALK ON THE WEST SIDE OF NORTH HEARTZ ROAD, 80'± SOUTHEAST OF W.T. COZBY LIBRARY BOULEVARD AND 250'± NORTH OF THE CENTERLINE OF THE INTERSECTION OF PARK VALLEY DRIVE AND NORTH HEARTZ ROAD. ELEV=464.88 BM# 3 ❑x " CUT SET ON CONCRETE SIDEWALK AT THE SOUTHWEST CORNER OF W.T. COZBY PUBLIC LIBRARY, 50'± WEST OF A 4' METAL FENCE CORNER AND 39'± NORTHWEST FROM A CONCRETE WYE INLET. ELEV=461.91 coo ivr too. TO MEASURE) �7,_ TV o �< GRAVEL 3.2' C TEL CONCRETE PAVIIEMENT �I -60' R.O.W.- CO CONCRETE PAVEMENT • Wv WATER G_f VAULT 1 I1 'w U 0 lwjV VAULT 8.4' (TYPE UNKNOWN) CONCRETEI� I PAVEMENT DO 6"PVC 6.4' OVERHANG- �- 0 �R .NP EOG OF CHAUCER ESTATES (VOL. 92248, PG. 2980) CHAUCER ESTATES JOINT VENTURE \ (VOL. 92084, PG. 2704) Liz EL Ict w Z Z I� CITY JOF COPPE TEL FIBER OPTIC WV (UNDR CONSTf 4' METAL FENCE 1 J 3 BM# 2 o cot PAN '0 w �I U L0 z X01 r0 � • GQ r x � 1 I V PROPOSED DRAINAGE CRITERIA: Q=(C)(1)(A) 0 10 20 40 60 GRAPHIC SCALE IN FEET L_ E G f- fel f> B • BOLLARD EM® ELECTRIC METER PP. POWER POLE LSA LIGHT STANDARD wMo WATER METER wv® WATER VALVE ICv® IRRIGATION CONTROL VALVE FH<' FIRE HYDRANT Co. CLEANOUT MH CO, MANHOLE TSC 0 TRAFFIC SIGNAL CONTROL TSP • TRAFFIC SIGNAL POLE TELE0 TELEPHONE BOX FLOOD LIGHT FP . FLAG POLE SIGN_ TRAFFIC SIGN IRS 1/2 -INCH IRON ROD W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT --- PROPERTY LINE x FENCE OHL OVERHEAD UTILITY LINE E UNDERGROUND ELECTRIC LINE T UNDERGROUND TELEPHONE LINE c UNDERGROUND CABLE LINE - 6"W UNDERGROUND WATER LINE -6"SS- UNDERGROUND SANITARY SEWER LINE GRADING & DRAINAGE GENERAL NOTES 1. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 2. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN MAXIMUM LIFTS OF 6 INCHES. 3. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%. 4. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO FEDERAL, STATE, AND LOCAL GUIDELINES. 5. ALL PROPOSED AND EXISTING GRADES IN NON -PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCH/BEDDING MATERIAL). 6. UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS: 6.A. RCP C-76, CLASS III 6.B. ADS N-12 6.C. HANCOR HI -Q 7. UNLESS NOTED, GRATE INLETS TO BE -HANSON PIPE AND PRECAST" CATCH BASIN SIZED AS SHOWN, OR APPROVED EQUAL. 8. FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0.03 FOOT. 9. REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS. 10. ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BE UNSUITABLE FOR SUBGRADE SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE. 11. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 AND SHALL BE MECHANICALLY COMPACTED IN 6 -INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. 12. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. 13. A ROUND MANHOLE COVER MEETING CITY SPECIFICATIONS SHALL BE PLACED IN ALL INLET TOPS NEAR THE OUTLET PIPE. 14. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG ITEM 702.2.4, CLASS "A" (3000 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN STANDARD CITY SPECIFICATIONS. 15. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NO ADDITIONAL PAY ITEM FOR CRUSHED STONE BEDDING. 16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S EXPENSE. DRAINAGE AREA TABLE DRAINAGE AREA ID AREA (acres) C Tc (minutes) STORM FREQUENCY 1100 (inch/hour) Q1oo (cfs) COMMENTS 1 0.48 0.90 10 100 YEAR 8.88 3.83 DRAINS TO EXISTING N. HEARTZ RD 2 1.00 0.90 10 100 YEAR 8.88 7.99 DRAINS TO PROPOSED CURB INLET PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUSSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 07/20/2015 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. NO. DATE REVISION N.Pacheco Koch DALLOAS, TXNTRA75206EXP 9 2 2315.30300 mmmonl � TX REG. ENGINEERING FIRM F-469 lj DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS -100080-00 STORM SEWER PLAN COMY LIBRARY AND COMMUNITY COMMONS LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO. 1 C/TYOFCOPPELL, DALLAS COUNTY, TEXAS DES/GN DRAWN DATE SCALE NOTES FILE NO. GSC RRL 2015 1"=20' C 3 m 7 PK FILE: 3593-14.265 DWG FILE: 3593-14.414ST.DWG PLAYGROUND AREA CONCRETE PAVEMENT CANOPY 4' METAL FENCE i PLAYGROUND AREA 021 SEARCH 6' BR CK WALL CONCREA SIDEWALK a , BRICK COLUMN (TYPICAL) X I LOT 1, BLOCK A I I HEARTZ ROAD ELEMENTARY SCHOOL 10' UTILITY EASEMENT (VOL. 94145, PG. 2992) (VOL. 94145, PG. 2992) 1 00 COPPELL INDEPENDENT SCHOOL DISTRICT rA 5' UTILITY AND DRAINAGE EASEMENT BANDONED BY CITY ORD. 93613 (VOL. 92155, PG. 1735) 15' UTILITY EASEMENT 20020 — (VOL. 94145, PG. 2992) �A R C:I i— BRICK TVp COW MN (TYPICAL) TEL 4' METAL FENCE X X X X— 0 X 4' METAL X vn Xu • • •' , 289.561 1 • • ' ' • v I 12" 1 G 12,> 1' >�,' . 2"G GM 4' METAL FENCE 1 31 SPACES , I I a I I TRANS. X I I I -- I L --J ----- e�J PAD I r CONCRETE CONCRETE PAVEMENT PAVEMENT • . , '. I w I 13 SPACES CFn, 10 SPACES OT x LS L I SIGN I „ - CA oN PY x a I 1 • „ INSTALL: " 110 SPACES 1-4"x4" 45' WYE CONNECTION 13 SPACES 15 LF OF 4" SANITARY SEWER x x I i 1-4" DOUBLE CLEANOUT REFER MEP FOR CONTINUATION INSTALL: INSTALL: FL 4" ® CLEANOUT=463.40 1 1-4"x4" 45' WYE CONNECTION 1-4"x4" 45' WYE CONNECTION CONCRETE 1-4" CLEANOUT 19 LF OF 4" SANITARY SEWER INSTALL: U I I PAVEMENT 15 LF OF 4" SANITARY SEWER 1-4" DOUBLE CLEANOUT ,'" 1-4"x4" 45' WYE CONNECTION 1 N I 1-4" DOUBLE CLEANOUT REFER MEP FOR CONTINUATION 15 LF OF 4" SANITARY SEWER REFER MEP FOR CONTINUATION FL 4" ® CLEANOUT=463.40 1-4"DOUBLE CLEANOUT `N O L- _ FL 4" ® CLEANOUT=463.40 - _ REFER MEP FOR CONTINUATION S FL 4" ® CLEANOUT=463.40 SL x 00 PROP. 4" SANITARY SEWER 1+00 I_ _Im- _ _ _ 01 F_ t] 4.0' - ---------- 128.3' 1.3 rzzI 0 0 0 0 0 N x 4 a 4 4 4"PVC 4"PVC CO CO LOT 1, BLOCK A I CO (PER PLAN) CO 0 > (PER PLAN) HEARTZ ROAD CO > �?- rl) > 2 -co ELEMENTARY SCHOOL x Ia co 2 CO 2 -CO (PER PLAN) REMOVE EXISTING 4" SANITARY (PER PLAN) (PER PLAN) (VOL. 94145 PG. 2992) I SEWER AND ASSOCIATED APPURTENANCES AS REQUIRED s'PVC - 6" 1C 6"PVC DRAIN DRAIN o COPPELL INDEPENDENT FOR CONSTRUCTION. SCHOOL DISTRICT PROVIDE MIN. 1% PIPE SLOP (VOL. 92155, PG. 1735) 15' UTILITY EASEMENT x I (VOL. 94145, PG. 2992) ON PROP. 4" SANITARY (SIZE AND LOCATION OF THIS UTILITY IS SEWER. CONTACT ENGINEER IF PER PLAN AND IS APPROXIMATE.) MIN. 1% SLOPE IS NOT 25' UTILITY AND DRAINAGE EASEMENT ACHIEVABLE. (TYP.) `a ABANDONED BY CITY ORD. 93613 42' PARKING LOT EASEMENT FOR I I PROPOSED NEW CITY LIBRARY x I GM F (VOL. 94145, PG. 2992) I 177 NORTH HEARTZ ROAD a LOT 1, BLOCK A x COPPELL PUBLIC LIBRARY NO. 1 I (VOL. 94145, PG. 3008) WM x U a CITY OF COPPELL U I 1 10'x20' TEMP (VOL. 91014, PG. 643) a DRAINAGE EASEMENT 20' DRAINAGE EASEMENT �'C-4 (VOL. 92064, PG. 2732) x (VOL. 92064, PG. 2737 5' METAL FENCE WYE X _ _X 0 I 'NLET -IL o o TOP=462.6 "FL=458.4± 5' CONCRETE SIDEWALK B", VC 6 °VC FULL OF WATER) 24" CONCRE CONCRETE TOP=461.7 WYE A rE PBE X XI PAVEMENT COLUMN lF T FL=453.2± INLET 6' METAL FENCE ` W R' (FULL OF WATER) k� CONCRETE RD OVERHANG — — OVERHANG 48" R.C.P. 8" R.C.P. — — — — — — — — — — — — — — — — — — — SIDEWALKy� 0 0 O O 338.66' STONE RETAINING WALL 102.35'"PVC I 341.32' 291.35' LLEY 8' METAL FENCE 3"PVC 3"P\C 8' WOOD FENCE 3"PVC 20016 25' UTILITY & DRAINAGE 74 9'X5' BOX CULVERT SEARCk EASEMENT 1 (VOL. 94145, PG. 2992) N p �o " " ' "' ' � DR INAGE EASEMENT 2001 ITY OF COPPELL LOT 24, BLOCK C 92248, PG. 2980) 10' TU ELECTRIC SEARCH UNDERGROUND EASEMENT CHAUCER ESTATES \ (VOL. 92248, PG. 2980) s �I (VOL. 92248, PG. 2980) BENCH MARK L/ST AGE 7 N BM# 1 " ❑x " CUT SET ON A 5' CONCRETE SIDEWALK ON THE EAST SIDE OF NORTH HEARTZ ROAD, 310'± SOUTH FROM THE CENTERLINE INTERSECTION OF FREIGHT WAY AND 51'± SOUTHEAST OF A SANITARY SEWER MANHOLE IN NORTH HEARTZ ROAD. ELEV=464.84 BM# 2 " ❑X " CUT SET ON A 5' CONCRETE SIDEWALK ON THE WEST SIDE OF NORTH HEARTZ ROAD, 80'± SOUTHEAST OF W.T. COZBY LIBRARY BOULEVARD AND 250'± NORTH OF THE CENTERLINE OF THE INTERSECTION OF PARK VALLEY DRIVE AND NORTH HEARTZ ROAD. ELEV=464.88 BM# 3 ❑x " CUT SET ON CONCRETE SIDEWALK AT THE SOUTHWEST CORNER OF W.T. COZBY PUBLIC LIBRARY, 50'± WEST OF A 4' METAL FENCE CORNER AND 39'± NORTHWEST FROM A CONCRETE WYE INLET. ELEV=461.91 CHAUCER ESTATES (VOL. 92248, PG. 2980) CHAUCER ESTATES JOINT VENTURE (VOL. 92084, PG. 2704) TO GRAVEL _ • 0+00 1' , M L0 00 N i CONCRETE PAVEMENT -60' R.O.W.- lb N UI cn 00 0 10 20 40 60 Immm GRAPHIC SCALE IN FEET FLS" FL8" j4 FL10 FL10 I E N C� / BOLLARD �I ELECTRIC METER PP, 1 a LSA LIGHT STANDARD wMo WATER METER wv® WATER VALVE Cv® IRRIGATION CONTROL VALVE FH -0- FIRE HYDRANT Co. CLEANOUT MH OO I� TSC 0 TRAFFIC SIGNAL CONTROL TSP , TRAFFIC SIGNAL POLE TELE TELEPHONE BOX I Ear) FLOOD LIGHT FP . FLAG POLE �I TRAFFIC SIGN IRS 1/2 -INCH IRON ROD W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT /lbC PROPERTY LINE x FENCE OHL I E UNDERGROUND ELECTRIC LINE T UNDERGROUND TELEPHONE LINE c UNDERGROUND CABLE LINE 6"W UNDERGROUND WATER LINE 6"SS- CONNECT PROP. 4" SANITARY SEWER TO EXISTING 8" SANITARY SEWER REMOVE EXISTING 8" SEWER AS REQUIRED FOR CONSTRUCTION INSTALL: 1-4' SEWER MANHOLE FLOWLINE OF EX. 8" SANITARY SEWER IS UNKNOWN. CONTRACTOR TO VERIFY EX. FL AND PROVIDE A MINIMUM 1% PIPE SLOPE ON PROP. 4" SANITARY SEWER. CONTACT ENGINEER IF MIN. 1% PIPE SLOPE IS NOT ACHIEVABLE. VAULT CONCRETE (TYPE UNKNOWN) PAVEMENT 6"PVC I _ — — OVERHANG— • I ® TEL WV TE 4' METAL FENCE 20019 SEARCH 3 BM# 2 a R ml U �\ Z xol - M f c x l I • I Ln 00 a II I 0 U1 I� II I Lu N i0 Z II I (n CITY OF COPPELL 00 a FIBER OPTIC (UND R CONSTRUCTION) � � I CONCRETE PAVEMENT M I PAVEMENT I E G E N C� B • BOLLARD EM© ELECTRIC METER PP, POWER POLE LSA LIGHT STANDARD wMo WATER METER wv® WATER VALVE Cv® IRRIGATION CONTROL VALVE FH -0- FIRE HYDRANT Co. CLEANOUT MH OO MANHOLE TSC 0 TRAFFIC SIGNAL CONTROL TSP , TRAFFIC SIGNAL POLE TELE TELEPHONE BOX FLOOD LIGHT FP . FLAG POLE SIGN_ TRAFFIC SIGN IRS 1/2 -INCH IRON ROD W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT -- PROPERTY LINE x FENCE OHL OVERHEAD UTILITY LINE E UNDERGROUND ELECTRIC LINE T UNDERGROUND TELEPHONE LINE c UNDERGROUND CABLE LINE 6"W UNDERGROUND WATER LINE 6"SS- UNDERGROUND SANITARY SEWER LINE WATER & SANITARY SEWER GENERAL NOTES 1. ALL CONCRETE SHALL BE CLASS "A" (3000 PSI), UNLESS OTHERWISE NOTED. 2. ALL WATER MAINS SHALL BE PVC C900, DR 18, CLASS 235. FIRE PROTECTION SERVICES SHALL BE PVC C900, DR 14, CLASS 305 AND INSTALLED IN ACCORDANCE WITH THE DESIGN AND SPECIFICATIONS OF THE FIRE PROTECTION PLANS TO BE PREPARED BY A LICENSED FIRE PROTECTION CONTRACTOR. 3. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS. 4. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 48 INCHES BELOW IMPROVED FINISHED GRADE, UNLESS OTHERWISE NOTED. 5. SANITARY SEWER PIPE SHALL BE PVC SDR -35. 6. WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO EACH OTHER THAN NINE FEET IN ALL DIRECTIONS AND PARALLEL LINES MUST BE INSTALLED IN SEPARATE TRENCHES. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING GUIDELINES SHALL APPLY: 6.A. WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC MEETING ASTM SPECIFICATIONS WITH A PRESSURE RATING OF 150 PSI FOR BOTH THE PIPE AND JOINTS. THE VERTICAL SEPARATION SHALL BE A MINIMUM OF TWO FEET BETWEEN OUTSIDE DIAMETERS AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE LOCATED BELOW THE WATERLINE. 6.8. WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, AN ABSOLUTE MINIMUM DISTANCE OF 12 INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED AND WATERLINE SHALL BE ENCASED. 6.C. WHERE A SANITARY SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS CONSTRUCTED OF ABS TRUSS PIPE, SIMILAR SEMI-RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE, OR CONCRETE PIPE WITH GASKETED JOINTS, A MINIMUM TWO FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN ADDITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE. 6.D. WHERE A SANITARY SEWER CROSSES OVER A WATERLINE ALL PORTIONS OF THE SEWER WITHIN NINE FEET OF THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC PIPE WITH A PRESSURE RATING OF AT LEAST 150 PSI USING APPROPRIATE ADAPTERS. IN LIEU OF THIS PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. 6.E. THE SANITARY SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE INSTALLED PARALLEL TO AN EXISTING SEWER THAT SHOWS NO EVIDENCE OF LEAKAGE AND THE WATERLINE IS INSTALLED ABOVE THE SEWER A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET HORIZONTALLY. 6.F. THE SANITARY SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO CROSS OVER BY TWO FEET OR MORE AN EXISTING SEWER SHOWING NO EVIDENCE OF LEAKAGE. SHOULD EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPH (6.C) OR (6.D). 7. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION. 8. CONTRACTOR SHALL TIE A ONE INCH WIDE PIECE OF RED PLASTIC FLAGGING TO THE END OF SEWER SERVICE AND SHALL LEAVE A MINIMUM OF 36 INCHES OF FLAGGING EXPOSED AFTER BACKFILL. AFTER CURB AND PAVING IS COMPLETED, CONTRACTOR SHALL MARK THE LOCATION OF THE SEWER SERVICE ON THE CURB OR ALLEY IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS. 9. ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS. 10. THE UTILITY CONTRACTOR SHALL INSTALL THE WATER SERVICES TO A POINT TWO FEET BACK OF THE CURB LINE AT A DEPTH OF 12 INCHES. THE METER BOX SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AFTER THE PAVING CONTRACTOR HAS COMPLETED THE FINE GRADING BEHIND THE BACK OF THE CURB. EACH SERVICE LOCATION SHALL BE MARKED ON THE CURB WITH A BLUE LETTER "W" BY THE UTILITY CONTRACTOR AND TIED TO PROPERTY CORNERS ON THE "RECORD DRAWINGS." 11. ALL METER BOXES SHALL BE LOCATED IN NON -TRAFFIC AREAS. 12. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 AND SHALL BE MECHANICALLY COMPACTED IN 6 -INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. 13. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. 14. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL CLEAN-UP AND ALIGNMENT HAS BEEN COMPLETED, THE UTILITY CONTRACTOR SHALL POUR A 24"X24"X6" CONCRETE BLOCK AROUND ALL VALVE BOX TOPS LEVEL WITH THE FINISHED GRADE. 15. CONTRACTOR SHALL RECONNECT ALL EXISTING SERVICES AND MAINTAIN EXISTING SERVICES THROUGHOUT CONSTRUCTION AT OWNER EXPENSE. 16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S EXPENSE. PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUSSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 07/20/2015 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. NO. DATE REVISION Pacheco Koch8350 N. CENTRAL EXPWY. SUITE 1000 DALLAS, TX 75206 972.235.3031 TX REG. ENGINEERING FIRM F-14439 TX REG. SURVEYING FIRM LS -101938-05 SANITARY SEWER PLAN COMY LIBRARY AND COMMUNITY COMMONS LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO. 1 CITY OFCOPPELL..DALLAS COUNTY, TEXAS DES/GN DRAWN DATE SCALE NOTES FILE NO. GSC RRL 2015 in— GSC C4 ■ 1 PK FILE: 3593-14.265 DWG FILE: 3593-14.414_UT.DWG L0 PLAYGROUND AREA CONCRETE PAVEMENT \ CANOPY/ / \ 4' METAL FENCE t PLAYGROUND AREA 021 SEARCH 6 BRCK WALL ;ONCRE SIDEWALK F / BRICK COLUMN (TYPICAL) _ X X 12 ( 4' METAL FENCE-----.. ENCE I •12'G I X CONCRETE I PAVEMENT I T/ • 4 �I SIGN li I <CANOPY I x x CONCRETE PAVEMENT F--0 - LOT 1, BLOCK A I HEARTZ ROAD ELEMENTARY SCHOOL 10' UTILITY EASEMENT (VOL. 94145, PG. 2992) (VOL. 94145, PG. 2992) r6 COPPELL INDEPENDENT SCHOOL DISTRICT 25' UTILITY AND DRAINAGE EASEMENT ABANDONED BY CITY ORD. 93613 (VOL. 92155, PG. 1735) 15' UTILITY EASEMENT 20020 — (VOL. 94145, PG. 2992) SE A RLL� • BRICK TVQ COLUMN (TYPICAL) TEL 4' METAL FENCE X X X —�� X 4' METAL FENCE X X L� A • • . ' . 289.56FIE ' • • ' • 12"G 12"�' ' 12..G • • GM TRANS. PAD • CONCRETE • PAVEMENT ., w N 15' UTILITY EASEMENT (VOL. 94145, PG. 2992) 25' UTILITY AND DRAINAGE EASEMENT ABANDONED BY CITY ORD. 93613 42' PARKING LOT EASEMENT FOR PROPOSED NEW CITY LIBRARY (VOL. 94145, PG. 2992) •••••••••••' DRAINAGE EASEMENT- lj� •��fi�1�1•�I DRAINAGE • ..- . PG. 2239) T (VOL. 92064, PG. 2737 �L 20016 25' UTILITY & DRAINAGE SEARCk EASEMENT C° 0)(VOL. 94145, PG. 2992) N o "' " ' DR (NAGE EASEMENT 2001 ITY OF COPPELL LOT 24, BLOCK C 92248, PG. 2980) CHAUCER ESTATES SEARCH (VOL. 92248, PG. 2980) • • • ' ' •, CONCRETE PAVEMENT • IF— 1 - - 177 NORTH HEARTZ ROAD (UNABLE TO M LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO. 1 (VOL. 94145, PG. 3008) GRAVEL /J CITY OF COPPELL (VOL. 91014, PG. 643) ' 24" CONCRE CONCRETE PAVEMENT/:)COLUMN OVERHANG _ _ _ _ _ _ _ _ _ _ _ _ _ OVERHANG O O O O 341.32' 291.35' 10' TU ELECTRIC UNDERGROUND EASEMENT (VOL. 92248, PG. 2980) CHAUCER ESTATES (VOL. 92248, PG. 2980) CHAUCER ESTATES JOINT VENTURE (VOL. 92084, PG. 2704) • 1� WATERWV WM0 .:. VAULT 1/I ' U 0 WV FH VAULT 5' METAL FENCE WYE CONSETE X X INLET PAVEMENT TOP=462.6 OVERHANG_ 5' CONCRETE SIDEWALKBM# 3 FULL OF WATER) • 0 TOP=461.7 WYE PBE X X' 6' METAL FENCE -/(FULL FL=453.2± r INLET OF WATER) kZ TEL CONCRETE RD I 4' METAL FENCE ' 8 SIDEWALK 20019 k� 338.66' �_ • _ _ _ _ _ _ _ STONE RETAINING WALL 102.35' _ _ J I ALLEY 8' METAL FENCE X8 -WOOD FENCE • �L 20016 25' UTILITY & DRAINAGE SEARCk EASEMENT C° 0)(VOL. 94145, PG. 2992) N o "' " ' DR (NAGE EASEMENT 2001 ITY OF COPPELL LOT 24, BLOCK C 92248, PG. 2980) CHAUCER ESTATES SEARCH (VOL. 92248, PG. 2980) • • • ' ' •, CONCRETE PAVEMENT • IF— 1 - - 177 NORTH HEARTZ ROAD (UNABLE TO M LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO. 1 (VOL. 94145, PG. 3008) GRAVEL /J CITY OF COPPELL (VOL. 91014, PG. 643) ' 24" CONCRE CONCRETE PAVEMENT/:)COLUMN OVERHANG _ _ _ _ _ _ _ _ _ _ _ _ _ OVERHANG O O O O 341.32' 291.35' 10' TU ELECTRIC UNDERGROUND EASEMENT (VOL. 92248, PG. 2980) CHAUCER ESTATES (VOL. 92248, PG. 2980) CHAUCER ESTATES JOINT VENTURE (VOL. 92084, PG. 2704) • 1� WATERWV WM0 .:. VAULT 1/I ' U 0 WV FH 1111111111111111I© CONCRETE PAVEMENT � - 6I0' R. 0. W. CONCRETE PAVEMENT CONCRETE PAVEMENT N 0 10 20 40 60 GRAPHIC SCALE IN FEET L— E G E N C=> I B • BOLLARD EM® ELECTRIC METER PP, POWER POLE LSA LIGHT STANDARD wMo WATER METER I wv® WATER VALVE RIM=464.58 cv IRRIGATION CONTROL VALVE FL8"(N)=453. FL8"(S)=453. FIRE HYDRANT O FL10"(SW)=4; FH'4 FL10"(E)=452 Co. CLEANOUT MH O MANHOLE TSC El TRAFFIC SIGNAL CONTROL --� TSP • TRAFFIC SIGNAL POLE TELE TELEPHONE BOX -21 FLOOD LIGHT FP • FLAG POLE SIGN_ TRAFFIC SIGN IRS 1/2—INCH IRON ROD W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT I -- PROPERTY LINE BM# 1 X FENCE 4" REINFORCED CONCRETE (CLASS "A", 3000 PSI) 5PARKING REINFORCED CONCRETE PAVEMENT (CLASS "C", 3600 PSI) FIRE LANE, DRIVES & DUMPSTER AREA 7" REINFORCED CONCRETE PAVEMENT (4000 PSI) PER CITY OF COPPELL DETAIL 2150-1 I BRICK PAVERS REFER TO ARCHITECTURAL PLANS RUNNING TRACK, PAVING GENERAL NOTES REFER TO ARCHITECTURAL PLANS I 1. ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISE NOTED, 2. ALL CONCRETE SHALL CONFORM TO NCTCOG ITEM 303.3.4, CLASS "A" (3000 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN STANDARD CITY SPECIFICATIONS. 3. ALL FILL PLACED UNDER PAVING SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY IN 6 INCH LIFTS, UNLESS OTHERWISE NOTED. REFER TO STRUCTURAL SPECIFICATIONS FOR FILL PLACED BENEATH BUILDING AREAS. ALL OTHER FILL AREAS TO BE COMPACTED TO 90% STANDARD PROCTOR. 4. THE CONTRACTOR SHALL SUBMIT A JOINT SPACING PLAN TO THE ENGINEER FOR APPROVAL. EXPANSION JOINT SPACING SHALL BE 90' MAXIMUM EACH WAY WITH NO KEYWAYS AND SAWED DUMMY JOINTS SHALL BE 15' EACH WAY, UNLESS OTHERWISE NOTED. 5. TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAY'S PAVING AND WHERE INTERRUPTIONS SUSPEND OPERATIONS FOR 30 MINUTES OR MORE. 6. ALL PAVEMENTS TO BE REMOVED SHALL BE SAWCUT TO A NEAT LINE, MINIMUM 1-1/2" DEEP, AND THE PAVEMENT REMOVED IN SUCH A MANNER AS TO PRESERVE THE EXISTING TRANSVERSE REINFORCING STEEL TO THE MAXIMUM EXTENT POSSIBLE. 7. ALL CURB AND GUTTER SHALL BE INTEGRAL WITH THE PAVEMENT AND HAVE THE SAME COMPRESSIVE STRENGTH. 8. PAVEMENT REINFORCEMENT SHALL BE #3 BARS, SPACED AT 18 INCHES CENTER TO CENTER EACH WAY EXCEPT WHERE OTHERWISE NOTED IN THE PLANS. 9. BAR LAPS SHALL BE 30 DIAMETERS IN LENGTH. 10. ALL STRIPES SHALL BE 4 INCHES WIDE, UNLESS OTHERWISE NOTED. 11. INSTALLATION AND PLACEMENT OF IRRIGATION SLEEVES AND UTILITY CONDUITS SHALL BE IN ACCORDANCE WITH LANDSCAPE ARCHITECT AND MEP PLANS. 12. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%. I I PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUSSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 07/20/2015 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. NO. DATE REVISION I Pacheco Koch8350 N. CENTRAL EXPWY. SUITE 1000 DALLAS, TX 75206 972.235.3031 TX REG. ENGINEERING FIRM F-14439 TX REG. SURVEYING FIRM LS -101938-05 PAVING PLAN COZBY LIBRARY AND COMMUNITY COMMONS LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO. 1 C/TYOFCORRELL, DALLAS COUNTY, TEXAS DES/GN DRAWN DATE SCALE NOTES FILE NO. GSC RRL 2015 1"=20' C 5 ■ 1 PK FILE: 3593-14.265 DWG FILE: 3593-14.414-EP.DWG VAULT (TYPE UNKNOWN) CONSETE I PAVEMENT OVERHANG_ • 0 TEL TEL I 4' METAL FENCE 20019 SEARCH 3 BM# 2 0 0 W �I 101 M U z U I � I �• I I I XI I , • 1111111111111111I© CONCRETE PAVEMENT � - 6I0' R. 0. W. CONCRETE PAVEMENT CONCRETE PAVEMENT N 0 10 20 40 60 GRAPHIC SCALE IN FEET L— E G E N C=> I B • BOLLARD EM® ELECTRIC METER PP, POWER POLE LSA LIGHT STANDARD wMo WATER METER I wv® WATER VALVE RIM=464.58 cv IRRIGATION CONTROL VALVE FL8"(N)=453. FL8"(S)=453. FIRE HYDRANT O FL10"(SW)=4; FH'4 FL10"(E)=452 Co. CLEANOUT MH O MANHOLE TSC El TRAFFIC SIGNAL CONTROL --� TSP • TRAFFIC SIGNAL POLE TELE TELEPHONE BOX -21 FLOOD LIGHT FP • FLAG POLE SIGN_ TRAFFIC SIGN IRS 1/2—INCH IRON ROD W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT I -- PROPERTY LINE BM# 1 X FENCE 4" REINFORCED CONCRETE (CLASS "A", 3000 PSI) 5PARKING REINFORCED CONCRETE PAVEMENT (CLASS "C", 3600 PSI) FIRE LANE, DRIVES & DUMPSTER AREA 7" REINFORCED CONCRETE PAVEMENT (4000 PSI) PER CITY OF COPPELL DETAIL 2150-1 I BRICK PAVERS REFER TO ARCHITECTURAL PLANS RUNNING TRACK, PAVING GENERAL NOTES REFER TO ARCHITECTURAL PLANS I 1. ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISE NOTED, 2. ALL CONCRETE SHALL CONFORM TO NCTCOG ITEM 303.3.4, CLASS "A" (3000 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN STANDARD CITY SPECIFICATIONS. 3. ALL FILL PLACED UNDER PAVING SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY IN 6 INCH LIFTS, UNLESS OTHERWISE NOTED. REFER TO STRUCTURAL SPECIFICATIONS FOR FILL PLACED BENEATH BUILDING AREAS. ALL OTHER FILL AREAS TO BE COMPACTED TO 90% STANDARD PROCTOR. 4. THE CONTRACTOR SHALL SUBMIT A JOINT SPACING PLAN TO THE ENGINEER FOR APPROVAL. EXPANSION JOINT SPACING SHALL BE 90' MAXIMUM EACH WAY WITH NO KEYWAYS AND SAWED DUMMY JOINTS SHALL BE 15' EACH WAY, UNLESS OTHERWISE NOTED. 5. TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAY'S PAVING AND WHERE INTERRUPTIONS SUSPEND OPERATIONS FOR 30 MINUTES OR MORE. 6. ALL PAVEMENTS TO BE REMOVED SHALL BE SAWCUT TO A NEAT LINE, MINIMUM 1-1/2" DEEP, AND THE PAVEMENT REMOVED IN SUCH A MANNER AS TO PRESERVE THE EXISTING TRANSVERSE REINFORCING STEEL TO THE MAXIMUM EXTENT POSSIBLE. 7. ALL CURB AND GUTTER SHALL BE INTEGRAL WITH THE PAVEMENT AND HAVE THE SAME COMPRESSIVE STRENGTH. 8. PAVEMENT REINFORCEMENT SHALL BE #3 BARS, SPACED AT 18 INCHES CENTER TO CENTER EACH WAY EXCEPT WHERE OTHERWISE NOTED IN THE PLANS. 9. BAR LAPS SHALL BE 30 DIAMETERS IN LENGTH. 10. ALL STRIPES SHALL BE 4 INCHES WIDE, UNLESS OTHERWISE NOTED. 11. INSTALLATION AND PLACEMENT OF IRRIGATION SLEEVES AND UTILITY CONDUITS SHALL BE IN ACCORDANCE WITH LANDSCAPE ARCHITECT AND MEP PLANS. 12. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%. I I PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUSSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 07/20/2015 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. NO. DATE REVISION I Pacheco Koch8350 N. CENTRAL EXPWY. SUITE 1000 DALLAS, TX 75206 972.235.3031 TX REG. ENGINEERING FIRM F-14439 TX REG. SURVEYING FIRM LS -101938-05 PAVING PLAN COZBY LIBRARY AND COMMUNITY COMMONS LOT 1, BLOCK A COPPELL PUBLIC LIBRARY NO. 1 C/TYOFCORRELL, DALLAS COUNTY, TEXAS DES/GN DRAWN DATE SCALE NOTES FILE NO. GSC RRL 2015 1"=20' C 5 ■ 1 PK FILE: 3593-14.265 DWG FILE: 3593-14.414-EP.DWG 0 0 n w I i Ln to N 0 N 0 J_ U C.7 d - d' n I rl 0) M U-) o I z N 0 D\3: Q O r) m \ W � � 3/8" " RADIUS 6" 3 RADIUS 1:3 BATTER #3 BARS ®18" ° O.C. BOTH WAYS 0 ° R 1-1/2" ° #3 BAR • ° ° CONTINUOUS° ° io V -6 - COMPACTED SUBGRADE INTEGRAL CURB NOT TO SCALE CLASS C, 3600 PSI CONCRETE PARKING AREAS, DRIVES AND FIRE LANES AT 28 DAYS 4000 PSI CONCRETE DUMPSTER NO. 3 BARS ON 18" AREAS AT 28 DAYS CTRS. BOTH WAYS d d d ° \ d d ° F ° d ° SCARIFY AND COMPACT SUBGRADE T = 5" PARKING AREAS AT 97% MAX. DRY DENSITY (STD. PROCTOR) T = 7" DRIVES AND FIRE LANES AT A MOISTURE CONTENT BETWEEN -1% AND DUMPSTER AREA +2% ABOVE OPTIMUM. T* = 6" PARKING AREAS NOTE: T* = 8" DRIVES AND FIRE LANES REFER TO GEOTECH REPORT FOR DUMPSTER AREA FURTHER INFORMATION. CONCRETE PAVEMENT SECTION NOT TO SCALE FORMED GROOVE (1/8" TO 1/4" WIDE) EDGES - ROUNDED TO 1/4" RADIUS OR SAWED f� ~ T d lftlll � l�0ftwrimcli HOT POURED RUBBER JOINT SEALANT 9" CNTRS. INTO EXIST EXIST. CONC PROP. CONC PAVEMENT AND SECURE WITH EPDXY PAVEMENT E CONNECTION NOT TO SCALE HANDICAPPED SIGNS, INSTALL 2' FROM BACK BRUSHED, SLIP RESISTANT CONCRETE OF CURB (TYP EACH SPACE). SIGNAGE TO SURFACE MEETING SECTION 406 OF BE IN ACCORDANCE WITH TEXAS DEPARTMENT THE TEXAS ACCESSIBILITY FADE-OUT CURBS OF LICENSING AND REGULATION TEXAS STANDARDS (TAS) ACCESSIBILITY STANDARDS (TAS) PER 502.6 6" CONC. CURB REFER TO ARCHITECTURAL PLANS 4' MIN BRUSHED, SLIP RESISTANT i CONCRETE SURFACE e x Ix FADE OUT CONCRETE le NIM NCURBS t CONCRETE WALK j w WALK 10' RAM_ P 6' RAMP V) 1:201uj:12 o Q w JOINT SEALANT WITH EXPANSION o z 1:20 > MATERIAL IF ADJACENT TO N PROVIDE LANDING AT o N MAX. CURB OR BUILDING TOP OF CURB RAMP. `� 2% MAXIMUM SLOPE IN o� FINISHED GRADE ALL DIRECTIONS. CONCRETE a CAR STOP (TYPICAL) in CONCRETE THICKNESS AND 00 10' MINREINFORCEMENT TO MATCH " * . PROPOSED WALK. 6� 8' 9' 8' 9' COMP 95% STANDARDPROCTOR L 4" PAINTED STRIPES (TYP) PAINT STANDARD HANDICAPPED SYMBOL (TYP) NNOTES: 1. MAXIMUM RUNNING SLOPE FOR ALL PATHS IS 5%; MAXIMUM CROSS SLOPE IS 2%; FOR THE FIRST FIVE FEET FROM THE DOOR A 2% SLOPE (MAX) MUST BE MAINTAINED. 2. SIGNAGE AND MARKINGS TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 900 HANDICAP PARKING W/ CURB RAMP & ACCESS ROUTE NOT TO SCALE 10 FLUME DETAIL NOT TO SCALE SINGLE ACCESS ROUTE WITHOUT RAMP WIDTH VARIES - SEE PLAN CLASS "A" 3000 PSI CONC. d Vic° • f � PROVIDE SAW JOINT ON CONSTRUCTION JOINT AT ALL CHANGES IN PAVEMENT THICKNESS VERTICAL SAW CUT [HOT POURED RUBBER 1/8- TO 1/4- WIDE JOINT SEALANT a ° a 41 T/4 MIN. ° ° d ° NO. 3 BARS ON 18"-yMAX. JOINT SPACING CTRS. BOTH WAYS 15' C -C EACH WAY SAWED DUMMY JOINT NOT TO SCALE BROOM FINISH UNLESS OTHER FINISH OR COLOR IS NOTED DIFFERENTLY ON ARCHITECTURAL OR LANDSCAPE PLANS 6" #3 � #3 BARS AT 24" 1 -6 C -C BOTH WAYS COMPACTED SUBGRADE TO 95% STANDARD PROCTOR. NOT TO SCALE (PRIVATE ONLY) PROVIDE BITUMINOUS EXPANSION PROVIDE TOOLED JOINTS AT SPACING MATERIAL WHERE WALK EQUAL TO WIDTH. PROVIDE REDWOOD ABUTS EXISTING IMPROVEMENTS EXPANSION JOINTS AT 32' SPACING AND AT ALL CHANGES IN GRADE UNLESS NOTED DIFFERENTLY ON ARCHITECTURAL OR LANDSCAPE PLANS CONCRETE WALK (0* 8 PRIVATE NOT TO SCALE (PRIVATE ONLY) CONCRETE HANDICAPPED SIGNS, INSTALL 2' FROM BACK BRUSHED, SLIP RESISTANT C SURFACE MEETING SECTION ON E OF CURB (TYP EACH SPACE). SIGNAGE TO THE TEXAS ACCESSIBILITY BE IN ACCORDANCE WITH TEXAS DEPARTMENT STANDARDS (TAS) FADE-OUT CURBS OF LICENSING AND REGULATION TEXAS ACCESSIBILITY STANDARDS (TAS) PER 502.6 4~MINREFER TO ARCHITECTURAL PLANS /T cr 6" CONC. CURB Ix Ix CONCRETE 04NINIS WALK CONCRETE WALK I'm r 10' RAMP 6' RAMP 6' RAMP 11 1:20 1:12 1:12 N PROVIDE LANDING AT D O TOP OF CURB RAMP. 2% MAXIMUM SLOPE IN CRETE 7 ALL DIRECTIONS. CAR STOP (TYPICAL) in CONC. CURB L & GUTTER " 9191 9' 9' 9' 4" PAINTED PAINT STANDARD STRIPES (TYP) HANDICAPPED SYMBOL (TYP) NNOTES: 1. MAXIMUM RUNNING SLOPE FOR ALL PATHS IS 5%; MAXIMUM CROSS SLOPE IS 274 FOR THE FIRST FIVE FEET FROM THE DOOR A 2% SLOPE (MAX) MUST BE MAINTAINED. 2. SIGNAGE AND MARKINGS TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 11 900 HANDICAP PARKING W/ CURB RAMPs & ACCESS ROUTE NOT TO SCALE (PRIVATE ONLY) io ,t=1RF t ANF_ Nn PARKING % NE - A Nz FIRE LANE J Q W io 1 U) _ FIRE LANE - NO PARKING%//////////////////% FIRE LANE NO PARKING N To „ ., GENERAL NOTE: A. STRIPING TO BE DONE IN ACCORDANCE WITH CITY STANDARDS. STRIPING DETAIL NOTE: A. PAINT: 1. STRIPE SHALL BE SIX (6) INCHES WIDE PAINTED WITH AN EXTERIOR ACRYLIC LATEX PAINT. A. COLOR SHALL BE "TRAFFIC RED” GLIDDEN NO. 63251 OR EQUAL. 2. LETTERS SHALL BE FOUR (4) INCHES HIGH PAINTED WITH AN EXTERIOR ACRYLIC LATEX PAINT. B. COLOR SHALL BE "TRAFFIC WHITE" GLIDDEN NO. 563245 OR EQUAL. B. APPLICATION: 1. STRIPE MAY BE BRUSHED OR SPRAYED, ONE COAT TO FINISH. 2. LETTERS SHALL BE STENCIL FORMED, BRUSH APPLIED AND SPACED AS DETAILED ON THIS SHEET. 12 FIRE LANE STRIPING NOT TO SCALE 24" NO. 6 SMOOTH DOWEL ON 24" CENTERS 16" DOWEL COATING MIN. 1/2"± HOT POURED RUBBER JOINT SEALANT a = 11 d 2' d° d Imi 04 H4 ° REDWOOD EXPANSION JOINT FILLER 1-1/4" MIN. CLEARANCE -DOWEL SLEEVE TO FIT DOWEL AND BE SECURED EXPANSION JOINT NOT TO SCALE PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUSSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 07/20/2015 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. PK FILE: 3593-14.265 DWG FILE: 3593-14.414-EP.DWG