20091346 Ver 6_Final Approved Site Plan_5.8.17_20171016

Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 10/16/2017 10:29:16 AM (Supplemental Submital)
Accept by Montalvo, Sheri A 10/16/2017 12:30:11 PM (NON -DOT - E)asting Project)
• The task was assigned to Montalvo, Sheri A 10/16/2017 10:29 AM

itial Review of Submittal
Staff Review:
Submittal Type: r New Project
r Pre -Application Submittal
r More Information Response
Water Resources
ENVIRONMENTAL QUALITY
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and do
not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
ID#*
20091346
Version
6
Is this project in a CAM AAEC area?* r Yes
r No
Reviewer List:*
Select Reviewing Office:*
Jennifer Burdette:eads\jaburdette
Central Office - [phone]
Project Submittal Interim Form
submtted: 10/16/2017
Project Contact Information:
Name: Adam Swartout
Mo is subnitting the infornetion?
Email Address: [e-mail]
Project Information:
Existing ID #:* Existing Version:*
20091346 6
Project Name: New Hill Place Apartments
Is this a public transportation project?
r Yes
r No
County (ies)*
Wake

Describe the attachments:
Site Plan, inclusive of Storm Water plans, approved by Town of Holly Springs
Please upload all files that need to be submited.
Final Approved Site Plan_5.8.17.pdf 90.96MB
Only pdf files are accepted.
PF By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act)
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the form.
Signature:

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Copyright © 2012 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
L1.1
REVISIONS:
PROJECT #: 364-002
DRAWN BY:NB
CHECKED BY: SK
§landscape architecture
§civil engineering
§urban design
§land planning
§traffic engineering
§transportation planning
SCALE: 1"=20'
10 0 10 20
REQUIRED
PLANTING
PLANS
CONSTRUCTION
DOCUMENTS
APRIL 2, 2012
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
N
1. NOVEMBER 20, 2012 - REVISIONS PER
REVIEW COMMENTS
2. NOVEMBER 30, 2012 - REVISIONS PER
REVIEW COMMENTS
3. NOVEMBER 07, 2016 - SITE PLAN
UPDATES
4. DECEMBER 05, 2016 - REVISIONS PER
REVIEW COMMENTS
5. DECEMBER 30, 2016 - REVISIONS PER
REVIEW COMMENTS
6. MARCH 6, 2017
7.NEW HILL ASSOCIATES, LLC.230 COURT SQUARE, SUITE 202CHARLOTTESVILLE, VA 22902NEW HILL PLACE APARTMENTSHOLLY SPRINGS, NORTH CAROLINA7.
7.
7. APRIL 11, 2017
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Copyright © 2012 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
L1.2
REVISIONS:
PROJECT #: 364-002
DRAWN BY:NB
CHECKED BY: SK
§landscape architecture
§civil engineering
§urban design
§land planning
§traffic engineering
§transportation planning
REQUIRED
PLANTING
PLANS
CONSTRUCTION
DOCUMENTS
APRIL 2, 2012
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
N
1. NOVEMBER 20, 2012 - REVISIONS PER
REVIEW COMMENTS
SCALE: 1"=20'
10 0 10 20
2. NOVEMBER 30, 2012 - REVISIONS PER
REVIEW COMMENTS
3. NOVEMBER 07, 2016 - SITE PLAN
UPDATES
4. DECEMBER 05, 2016 - REVISIONS PER
REVIEW COMMENTS
5. DECEMBER 30, 2016 - REVISIONS PER
REVIEW COMMENTS
6. MARCH 6, 2017 NEW HILL ASSOCIATES, LLC.230 COURT SQUARE, SUITE 202CHARLOTTESVILLE, VA 22902NEW HILL PLACE APARTMENTSHOLLY SPRINGS, NORTH CAROLINA7. APRIL 11, 2017
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Copyright © 2012 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
L1.3
REVISIONS:
PROJECT #: 364-002
DRAWN BY:NB
CHECKED BY: SK
§landscape architecture
§civil engineering
§urban design
§land planning
§traffic engineering
§transportation planning
REQUIRED
PLANTING
PLANS
CONSTRUCTION
DOCUMENTS
APRIL 2, 2012
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
N
1. NOVEMBER 20, 2012 - REVISIONS PER
REVIEW COMMENTS
SCALE: 1"=20'
10 0 10 20
2. NOVEMBER 30, 2012 - REVISIONS PER
REVIEW COMMENTS
3. NOVEMBER 07, 2016 - SITE PLAN
UPDATES
4. DECEMBER 05, 2016 - REVISIONS PER
REVIEW COMMENTS
5. DECEMBER 30, 2016 - REVISIONS PER
REVIEW COMMENTS
6. MARCH 6, 2017
6.NEW HILL ASSOCIATES, LLC.230 COURT SQUARE, SUITE 202CHARLOTTESVILLE, VA 22902NEW HILL PLACE APARTMENTSHOLLY SPRINGS, NORTH CAROLINA7.
7.
7. APRIL 11, 2017
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Copyright © 2012 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
L1.4
REVISIONS:
PROJECT #: 364-002
DRAWN BY:NB
CHECKED BY: SK
§landscape architecture
§civil engineering
§urban design
§land planning
§traffic engineering
§transportation planning
REQUIRED
PLANTING
PLANS
CONSTRUCTION
DOCUMENTS
APRIL 2, 2012
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
N
1. NOVEMBER 20, 2012 - REVISIONS PER
REVIEW COMMENTS
SCALE: 1"=20'
10 0 10 20
2. NOVEMBER 30, 2012 - REVISIONS PER
REVIEW COMMENTS
3. NOVEMBER 07, 2016 - SITE PLAN
UPDATES
4. DECEMBER 05, 2016 - REVISIONS PER
REVIEW COMMENTS
5. DECEMBER 30, 2016 -CALCULATION
UPDATE
6. MARCH 6, 2017 NEW HILL ASSOCIATES, LLC.230 COURT SQUARE, SUITE 202CHARLOTTESVILLE, VA 22902NEW HILL PLACE APARTMENTSHOLLY SPRINGS, NORTH CAROLINA7. APRIL 11, 2017
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L1.5
REVISIONS:
PROJECT #: 364-002
DRAWN BY:NB
CHECKED BY: SK
§landscape architecture
§civil engineering
§urban design
§land planning
§traffic engineering
§transportation planning
REQUIRED
PLANTING
PLANS
CONSTRUCTION
DOCUMENTS
APRIL 2, 2012
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
N
1. NOVEMBER 20, 2012 - REVISIONS PER
REVIEW COMMENTS
SCALE: 1"=20'
10 0 10 20
2. NOVEMBER 30, 2012 - REVISIONS PER
REVIEW COMMENTS
3. NOVEMBER 07, 2016 - SITE PLAN
UPDATES
4. DECEMBER 05, 2016 - REVISIONS PER
REVIEW COMMENTS
5. DECEMBER 30, 2016 -CALCULATION
UPDATE
6. MARCH 6, 2017
6.NEW HILL ASSOCIATES, LLC.230 COURT SQUARE, SUITE 202CHARLOTTESVILLE, VA 22902NEW HILL PLACE APARTMENTSHOLLY SPRINGS, NORTH CAROLINA7. APRIL 11, 2017
7.
7.
Copyright © 2012 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
L1.7
REVISIONS:
PROJECT #: 364-002
DRAWN BY:NB
CHECKED BY: SK
§landscape architecture
§civil engineering
§urban design
§land planning
§traffic engineering
§transportation planning
LANDSCAPE
CALCULATIONS
AND DETAILS
CONSTRUCTION
DOCUMENTS
APRIL 2, 2012
2459 wilkinson boulevard, suite 200
charlotte, nc 28208
p 704.343.0608 f 704.358.3093
www.drgrp.com
1. NOVEMBER 20, 2012 - REVISIONS PER
REVIEW COMMENTS
2. NOVEMBER 30, 2012 - REVISIONS PER
REVIEW COMMENTS
3. NOVEMBER 7, 2016 -SITE PLAN UPDATES
4. DECEMBER 5, 2016 -SITE PLAN UPDATES
5. DECEMBER 30, 2016 -CALCULATION UPDATE
6. MARCH 6, 2017
7.NEW HILL ASSOCIATES, LLC.230 COURT SQUARE, SUITE 202CHARLOTTESVILLE, VA 22902NEW HILL PLACE APARTMENTSHOLLY SPRINGS, NORTH CAROLINA7. APRIL 11, 2017
8.
7.
7.
7.
8. MAY 5, 2017
Copyright © 2012 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.L1.8REVISIONS:PROJECT #: 364-002DRAWN BY:NBCHECKED BY: SK§landscape architecture§civil engineering§urban design§land planning§traffic engineering§transportation planningLANDSCAPECALCULATIONSAND DETAILSCONSTRUCTIONDOCUMENTSAPRIL 2, 20122459 wilkinson boulevard, suite 200 charlotte, nc 28208p 704.343.0608 f 704.358.3093www.drgrp.com1. NOVEMBER 20, 2012 - REVISIONS PERREVIEW COMMENTS2. NOVEMBER 30, 2012 - REVISIONS PERREVIEW COMMENTS3. NOVEMBER 07, 2016 - SITE PLANUPDATES4. DECEMBER 05, 2016 - REVISIONS PERREVIEW COMMENTSNEW HILL ASSOCIATES, LLC.
230 COURT SQUARE, SUITE 202
CHARLOTTESVILLE, VA 22902
NEW HILL PLACE APARTMENTS
HOLLY SPRINGS, NORTH CAROLINA
BENNET KNOLL PARKWAY
100' PUBLIC R/W
Customer approval__________________________________ Date_____________
PROPRIETARY & CONFIDENTIAL LIGHTING DESIGN TOLERANCE
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BENNET KNOLL PARKWAY
100' PUBLIC R/W
Customer approval__________________________________ Date_____________
PROPRIETARY & CONFIDENTIAL LIGHTING DESIGN TOLERANCE
84" RCP BY OTHERSSTA. = 0+48.5 (PER CIVIL PLANS)INV = 331.0 (PER CIVIL PLANS)FOUNDATIONS:FOUNDATION NOTES:1. ALL FOOTINGS SHALL BE POURED ON COMPACTED SOIL WITH A MINIMUM BEARING CAPACITY OF 3000 PSF.2. CONTINUOUS WALL FOOTINGS SHALL BE POURED MONOLITHICALLY WITH COLUMN FOOTINGS.3. ALL BACKFILL MATERIAL SHALL BE FREE OF DEBRIS. PLACE FILL IN 8" LIFTS WITH COMPACTION BETWEENLIFTS TO A MINIMUM OF 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT.4. INSTALL FOUNDATIONS PER GEOTECHNICAL ENGINEER'S REPORT AND FIELD INSTRUCTIONS.5. FOUNDATION TYPE AND DESIGN MAY BE FIELD-MODIFIED BASED UPON GEOTECHNICAL ENGINEER'S SITEDETERMINATIONS.6. NOTIFY ENGINEER OF ALL FIELD DETERMINED CONCLUSIONS.7. WALLS ACTING AS RETAINING WALLS SHALL NOT BE BACKFILLED WITHOUT BRACING UNTIL ALL SUPPORTINGSOIL AND SLABS ARE IN PLACE.CONCRETE:CONCRETE NOTES:1. ALL CONCRETE IS TO BE PROPORTIONED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF THEAMERICAN CONCRETE INSTITUTE/ACI 318.2. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH: SLABS: 3000 PSI FOUNDATIONS: 5000 PSI FOOTINGS: 3000 PSI3. ALL CONCRETE STEEL REINFORCEMENT TO BE GRADE 60.FABRICATION AND ERECTION:FABRICATION AND ERECTION NOTES1. SHOP FABRICATION AND ERECTION IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE.2. QUALITY CONTROL SHALL BE PER ASIC "QUALITY CRITERIA AND INSPECTION STANDARDS".3. ALL HOLES TO BE DRILLED HOLES TO BE DRILLED OR PUNCHED. DO NOT PRODUCE HOLES OR ENLARGEHOLES BY MEANS OF BURNING OR FLAME TORCHING.4. SET STRUCTURAL STEEL ACCURATELY TO LINES AND ELEVATIONS AS SPECIFIED AND ADJUST PRIOR TOFINAL FASTENING WHETHER BOLTING OR WELDING.5. SPLICES SHALL BE ALLOWED ONLY WHERE DENOTED UNLESS APPROVED.6. TEMPORARY SHORING AND BRACING SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TOSAFELY RESIST ALL CONSTRUCTION AND SHORT TERM LOADS PRIOR TO COMPLETE INSTALLATION OFBUILDING COMPONENTS.7. GROUT BELOW BASE PLATES USING NON-SHRINK GROUT.SPECIAL INSPECTIONS:SPECIAL INSPECTIONS1. OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURINGCONSTRUCTION ON THE TYPES OF WORK LISTED PER SECTION 1704.1.12. THESE ARE IN ADDITION TOINSPECTIONS BY NC ADMINISTRATIVE CODE AND POLICIES.2. SPECIAL INSPECTOR SHALL BE A PERSON WHO SHALL DEMONSTRATE COMPETENCETO THE SATISFACTION OFTHE BUILDING CODE OFFICIAL.3. SPECIAL INSPECTIONS PER CH. 17 OF NCSBC 2012 ARE REQ'D WHEN ANY OF THE FOLLOWING ARE MEET- BUILDING OCCUPANCY II AND BUILDING HEIGHT EXCEEDS 45 FT OR 3 STORIES OR BUILDING IS AN UNDERGROUND BUILDING PER SECTION 405.1.- BUILDING OR OTHER STRUCTURE IS OCCUPANCY CATEGORY III OR IV.- PILES, PIERS AND SPECIAL FOUNDATIONS IN ACCORDANCE WITH 1704.8 THRU 1704.11, 1810.3.5.2.4 AND 1810.3.5.2.5.- RETAINING WALLS EXCEEDING 5 FEET IN HEIGHT PER SECTION 1807.2.- SMOKE CONTROL AND SMOKE EXHAUST SYSTEMS.- SPRAYED FIRE-RESISTANT MATERIAL.- SPECIAL CASE DESCRIBED IN SECTION 1704.15.4. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS AND PROVIDE TO BUILDING OFFICIAL ANDREGISTERED DESIGN PROFESSIONAL PER SECTION 1704.1.3.5. STEEL CONSTRUCTION IF REQUIRED SPECIAL INSPECTIONS PER 1704.1.2 SHALL BE PROVIDED PER SECTION1704.3 AND TABLE 1704.3 ON A CONTINUOUS AND PERIODIC BASIS AS REQUIRED.6. CONCRETE CONSTRUCTION IF REQUIRED SPECIAL INSPECTIONS PER 1704.1.2 SHALL BE PROVIDED PERSECTION 1704.4 AND TABLE 1704.4 ON A CONTINUOUS AND PERIODIC BASIS AS REQUIRED.7. MASONRY CONSTRUCTION IF REQUIRED SPECIAL INSPECTIONS PER 1704.1.2 SHALL BE PROVIDED PERSECTION 1704.5 AND TABLE 1704.5.1, 1704.5.3 ON A CONTINUOUS AND PERIODIC BASIS AS REQUIRED.8. WOOD CONSTRUCTION IF REQ'D SPECIAL INSPECTIONS PER 1074.1.2 SHALL BE PROVIDED PER SECT. 1704.6.9. WOOD CONSTRUCTION IF REQ'D SPECIAL INSPECTIONS PER 1074.1.2 SHALL BE PROVIDED PER SECT. 1704.6.10. SOIL SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE PROVIDED PER SECT. 1704.7 & TABLE 1704.7.11. DRIVEN DEEP FOUNDATIONS SPECIAL INSPECTIONS SHALL BE PROVIDED PER SECT. 1704.8 & TABLE 1704.8.12. CAST IN PLACE DEEP FOUNDATIONS SPECIAL INSPECTIONS SHALL BE PROVIDED PER SECTION 1704.9 ANDTABLE 1704.9.13. HELICAL PILE FOUNDATIONS SPECIAL INSPECTIONS SHALL BE PROVIDED PER SECTION 1704.10.14. SPECIAL INSPECTIONS FOR WIND REQUIREMENTS IF REQUIRED PER SECTION 1704.1.2 AND SECTION1706.2 THRU 1706.4 PER SECTION 1706 WHEN:- EXPOSURE B AND WIND SPEED IS 120 MPH OR GREATER- EXPOSURE C OR D AND WIND SPEED IS 110 MPH OR GREATER15. SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE IF REQUIRED PER SECTION 1704.1.2 AND SECTION 1707.2THRU 1707.9 PER SECTION 1707 WHEN:- SEISMIC DESIGN CATEGORY C, D, E OR F AS DETERMINED IN SECTION 1613.- DESIGNATED SEISMIC SYSTEMS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D,E OR F.- ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F THT ARE REQUIRED IN SECTIONS 1707.6 AND 1707.7.GENERAL NOTES1.THESE PLANS ARE DESIGNED TO BE USED BY A LICENSEDGENERAL CONTRACTOR.2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOENSURE THAT ALL PHASES OF CONSTRUCTION COMPLYWITH ALL BUILDING CODE REQUIREMENTS.3.PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR ISTO REVIEW ALL PLANS AND BE RESPONSIBLE FORVERIFYING ALL DIMENSIONS AND CONDITIONS.4.ANY DISCREPANCY IN THE PLANS IS TO BE BROUGHT TOTHE ATTENTION OF THE DESIGNER PRIOR TO THEBEGINNING OF CONSTRUCTION.5.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILLHAVE PRECEDENCE OVER SCALED DIMENSIONS.CONCRETE RETAINING WALL TO BE INSTALLED PER DETAILSPROVIDED.-SEE ORIGINAL ENGINEERING PROVIDED BY HUGH J.GILLEECE AND ASSOCIATES FOR REFERENCE OF CONCRETERETAINING WALL HEIGHTS AND SITE PLAN LAYOUT-THE CONCRETE DETAILS PROVIDED ARE FOR THE RETAININGWALL #12-CONCRETE RETAINING WALL TO BE CURED 7-DAYS MINIMUMPRIOR TO BACKFILLING.RETAININGWALL #12SCALE:RETAINING WALL #123/16" = 1'-0"RETAINING WALL ELEVATIONEL. 330EL. 332EL. 334EL. 336EL. 338EL. 340EL. 342EL. 344EL. 346EL. 34823'-3"16'-7" FIELD VERIFY38'-7" FIELD VERIFY20'-6"TOP OFCONC. FTGCONC. FTG STEP PER FIELDCONDITIONS (SEE DETAIL S-2)GRADE FACEOF WALL (FV)SEGMENTAL BLOCKSTO TOP OF CONC.WALL (SEE DETAIL S-2)EL. 328EL. 35017'-4"SEGMENTALWALL BYOTHERSTOP OFSEGMENTALLEVEL PAD BYOTHERS84" RCP BY OTHERSSTA. = 0+48.5 (PER CIVIL PLANS)INV = 331.0 (PER CIVIL PLANS)HEADWALL GENERAL INFORMATION:1. CONCRETE SIDE WALK A MINIMUMOF 13 FEET FROM REAR OFHEADWALL.2. ROAD WAY EDGE IS MINIMUM OF19 FEET FROM REAR OF HEADWALL.HEADWALL #12LENGTH 72'-6"TOP OF CONC. WALL: 341' APPROX.TOP OF SEGMENTAL WALL: 349'APPROX.TOP OF FOOTING: 330' APPROX.EL. 326EL. 324EL. 322EL. 320BOTTOM OFCONC. FTGBOTTOM OFFTG KEYRCP WIDTH1/2 RCPWIDTH1/2 RCPWIDTH2'-0"(3) #5 REBAR ANGLEDAS SHOWN @ 4" OCCENTER OF WALL(4) #5 REBAR FRONT AND REAR OFWALL EXTENDS 48" MIN. BEYONDRCP EDGE W/ #3 STIRRUPS @ 6" OC(SEE DETAIL S-2)CUT DOWEL AND WALLREINFORCEMENT SPACING DOWN TO2/3 OF SCHEDULE SPACING REQ'D FOR1/2 OF RCP WIDTH EACH SIDE OF RCP,STAGGER DOWELS AND WALLREINFORCEMENT 1" FROM CENTER LINEFRONT AND REAR THIS AREA(SEE DETAIL STAGGER S-2)TOP OFSEGMENTAL WALL100 YR. FLOOD337.3' PER OTHERSTHE DRAWINGS AND PLAN ENGINEERINGARE THE PROPERTY OF WOODARD SEASE &ASSOCIATES, ISSUED EXCLUSIVELY FORTHIS PROJECT AND SHALL NOTBE DUPLICATED OR USED FOR OTHERPURPOSES, IN WHOLE OR PART, WITHOUTWRITTEN PERMISSION OF WOODARD SEASE& ASSOCIATES.WOODARD SEASE & ASSOCIATES ASSUMESNO LIABILITY FOR DEVIATIONS FROM ORMODIFICATIONS MADE TO THE PLANS BYOTHERS. WOODARD SEASE & ASSOCIATESWILL NOT BE HELD RESPONSIBLE FORCONTRACTOR'S FAILURE TO CONFORMTO CONSTRUCTION DOCUMENTS, FAILURETO NOTIFY ENGINEER OF KNOWNDISCREPANCIES, OR CONSTRUCTION MEANSAND METHODS.33/16" = 1'-0"4WPSWPS21--/--/----/--/----/--/----/--/--BEWPRELIMINARYDO NOT USEFORCONSTRUCTIONDESIGNER: HUGH J GILLEECE AND ASSOCIATES PLAN: RETAINING WALL #12
OLD HOLLY SPRINGS APEX ROAD
NEW HILL PLACE APARTMENTS
HOLLY SPRINGS, NORTH CAROLINA17-20-10504-25-2017SEAL DATE: 04/25/2017S-1RETAINING WALLOVERVIEW/DETAIL
HDR
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SCALE:1'-0"3"3"
2"WTGEOGRID LENGTHBY OTHERS(4)#5 REBAR FRONT ANDREAR OF WALL, EXTEND48" BEYOND RCP, FORMAS REQ'D, TYPICALUPPER MOST ARCH OFRCP SEPARATED W/ 1/2"COMPRESSIVE MATERIALVERTICAL WALLREINFORCEMENT PERMAIN DETAILKEYSTONE UNIT BYOTHERS8"2"6"GEOGRID BY OTHERS2'-0" MIN.4"BACKFILL AS REQ'DSCALE:FOOTING STEP DETAIL3/4" = 1'-0"TYPICAL SECTIONFT24"
MAX
CONCRETEFOOTINGFOOTING ANDREINFORCEMENT PERDETAIL PROVIDEDFLSSCALE:BLOCK TO WALL ATTACHMENT3/4" = 1'-0"TYPICAL SECTION - KEYSTONE BLOCK TO TOP OF CONCRETE WALLKEYSTONE UNITBY OTHERSGEOGRID BY OTHERSBETWEEN BOTTOMKEYSTONE BLOCK ANDCONCRETE WALL THATHOOKS ON KEYSTONEFIBERGLASS PINSCONCRETE WALLWALL REINFORCEMENTPER DETAIL PROVIDED(2) KEYSTONE FIBERGLASS PINSDRILLED INTO TOP OF CONCRETEWALL EACH KEYSTONE BLOCK.3" MIN. EMBEDMENT6"2"3"#3 STIRRUP @ 6" OCSCALE:WALL OVER RCP DETAIL3/4" = 1'-0"TYPICAL SECTION SCALE:STAGGER ADJACENT RCP3/4" = 1'-0"TYPICAL SECTION CENTER LINE ATREINFORCEMENT3"1'-5"1"1"RCPCONCRETEWALLDOWELS AND REBAR ATDECREASED SPACINGEACH SIDE OF RCP TOBE STAGGERED 1" FROMAND REAR OF CENTERLINE2/3 OF TYPSPACINGTHE DRAWINGS AND PLAN ENGINEERINGARE THE PROPERTY OF WOODARD SEASE &ASSOCIATES, ISSUED EXCLUSIVELY FORTHIS PROJECT AND SHALL NOTBE DUPLICATED OR USED FOR OTHERPURPOSES, IN WHOLE OR PART, WITHOUTWRITTEN PERMISSION OF WOODARD SEASE& ASSOCIATES.WOODARD SEASE & ASSOCIATES ASSUMESNO LIABILITY FOR DEVIATIONS FROM ORMODIFICATIONS MADE TO THE PLANS BYOTHERS. WOODARD SEASE & ASSOCIATESWILL NOT BE HELD RESPONSIBLE FORCONTRACTOR'S FAILURE TO CONFORMTO CONSTRUCTION DOCUMENTS, FAILURETO NOTIFY ENGINEER OF KNOWNDISCREPANCIES, OR CONSTRUCTION MEANSAND METHODS.33/16" = 1'-0"4WPSWPS21--/--/----/--/----/--/----/--/--BEWPRELIMINARYDO NOT USEFORCONSTRUCTIONDESIGNER: HUGH J GILLEECE AND ASSOCIATES PLAN: RETAINING WALL #12
OLD HOLLY SPRINGS APEX ROAD
NEW HILL PLACE APARTMENTS
HOLLY SPRINGS, NORTH CAROLINA17-20-10504-25-2017SEAL DATE: 04/25/2017S-2RETAINING WALLELEVATIONS
OF SHEETSCONSTRUCTIONTHESE DRAWINGS PREPARED BY RAPP LANDDESIGN, PLLC FOR THIS PROJECT ARE FOR USESOLELY WITH RESPECT TO THIS PROJECT ANDUNLESS OTHERWISE PROVIDED, RAPP LAND DESIGN,PLLC SHALL BE DEEMED THE AUTHOR OF THESEDOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGHT. THESE DRAWINGSSHALL NOT BE USED BY OTHERS ON OTHERPROJECTS, FOR ADDITIONS TO THIS PROJECT ORFOR COMPLETION OF THIS PROJECT BY OTHERS,EXCEPT BY AGREEMENT IN WRITING BY RAPP LANDDESIGN, PLLC.BID SETFOR PERMIT / REVIEWCLIENT REVIEWSCALE:DRAWN BY:REV.CERDATE REMARKS
WAKE COUNTY, NORTH CAROLINALS 1.1Pool 14NEW HILL PLACE2Hardscape CHARLOTTESVILLE, VAPHONE: [e-mail] SPRINGSPlanPA = PLANTING AREAPALOUNGE CHAIR SEATING,TO BE SELECTED BY OWNER10" DEEP TANNING LEDGEUNDERWATER SEAT BENCH3L2.0CONCRETE PAVERPATIO4L2.0POOL ENCLOSUREFENCETRASH RECEPTACLETABLE AND CHAIR SEATINGPOOL ENTRY STEPS5L2.0POOL ENCLOSREGATE1L2.1PERGOLAPAPAPAPAPATRASH RECEPTACLE1"=10'-0"OUTDOOR KITCHEN, SEE ELVATIONON SHEET L2.0, CONTRACTORTO PROVIDE ELECTRICAL FORFRIDGE AND OUTLETTABLE AND CHAIR SEATINGCONCRETE PAD WITH OUTDOOR SHOWERAND DRAIN, CONNECT TO STORM SEWERNOTE: ALL AREAS OF PAVER POOL DECK AREADA ACCESSIBLE4L2.0POOL ENLOSUREFENCEPROVIDE ELECTRICAL OUTLETON PERGOLA POSTPROVIDE ELECTRICAL OUTLETON PERGOLA POSTSLEEVE FOR ADA LIFT CHAIRPOLE LIGHT, TYP.POLE LIGHT, TYP.POLE LIGHT, TYPPOLE LIGHT, TYPTRASH RECEPTACLE5L2.0POOL ENLOSUREGATE4L2.0POOL ENCLOSREFENCE5L2.0POOL ENCLOSREGATEACCESSIBLE ROUTE PERCIVIL PLANSPAPAPAPAPAPAHVAC CONDENSERS03MARCH2017
CLUB HOUSECLUB HOUSEOF SHEETSCONSTRUCTIONTHESE DRAWINGS PREPARED BY RAPP LANDDESIGN, PLLC FOR THIS PROJECT ARE FOR USESOLELY WITH RESPECT TO THIS PROJECT ANDUNLESS OTHERWISE PROVIDED, RAPP LAND DESIGN,PLLC SHALL BE DEEMED THE AUTHOR OF THESEDOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGHT. THESE DRAWINGSSHALL NOT BE USED BY OTHERS ON OTHERPROJECTS, FOR ADDITIONS TO THIS PROJECT ORFOR COMPLETION OF THIS PROJECT BY OTHERS,EXCEPT BY AGREEMENT IN WRITING BY RAPP LANDDESIGN, PLLC.BID SETFOR PERMIT / REVIEWCLIENT REVIEWSCALE:DRAWN BY:REV.CERDATE REMARKS
WAKE COUNTY, NORTH CAROLINALS 1.2Pool Grading& Layout Plan14NEW HILL PLACE3 CHARLOTTESVILLE, VAPHONE: [e-mail]1. Pool and Pool Deck Layout Planscale: 1"=10'-0"9"x9" NDS DRAINELEVATION: 371.30HOLLY SPRINGS2. Pool and Pool Deck Drainage Planscale: 1"=10'-0"1"=10'-0"25'-0"20'-0"10'-0"10'-0"2'-0"18'-0"5'-8"10'-7"25'-0"21'-6"26'-0"6'-11"9'-6"7'-1"7'-0"7'-0"12'-0"R24'-0"2%Pool Coping:371.90x371.75x371.60x371.65371.40x371.50371.75371.65x371.90371.60371.65371.65371.65371.65371.45371.45371.90371.4012'-0"12'-0"12'-0"4'-8"12'
-0
"16'-0"8'-0"9"x9" NDS DRAINELEVATION: 371.309"x9" NDS DRAINELEVATION: 371.302%2%2%9"x9" NDS DRAINELEVATION: 371.308'
-0
"5'-0"xxxxxxxxxxxxx371.50DOWNSPOUTCONNECTION PERCIVIL DRAWINGS03MARCH2017PA = PLANTING AREANOTE: ALL AREAS OF PAVER POOL DECK AREADA ACCESSIBLEPAPAPAPAPAPAPAPAPAPAPAPAPA19'-8"5'
-0
"
5'-0"5'-0"
SROF SHEETSCONSTRUCTIONTHESE DRAWINGS PREPARED BY RAPP LANDDESIGN, PLLC FOR THIS PROJECT ARE FOR USESOLELY WITH RESPECT TO THIS PROJECT ANDUNLESS OTHERWISE PROVIDED, RAPP LAND DESIGN,PLLC SHALL BE DEEMED THE AUTHOR OF THESEDOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGHT. THESE DRAWINGSSHALL NOT BE USED BY OTHERS ON OTHERPROJECTS, FOR ADDITIONS TO THIS PROJECT ORFOR COMPLETION OF THIS PROJECT BY OTHERS,EXCEPT BY AGREEMENT IN WRITING BY RAPP LANDDESIGN, PLLC.BID SETFOR PERMIT / REVIEWCLIENT REVIEWSCALE:DRAWN BY:REV.CERDATE REMARKS
WAKE COUNTY, NORTH CAROLINALS 1.4Pocket Park Hardsape & 14NEW HILL PLACE5Layout PlanCHARLOTTESVILLE, VAPHONE: [e-mail]1. Pocket Park Hardscape Planscale: 1"=10'-0"HOLLY SPRINGSPA = PLANTING AREAPATABLE AND CHAIR SEATING5L2.0SEAT WALLPAPAPAPAPAPAPA5L2.0CONCRETE PATIO6' BENCH1L2.0SEAT WALL1L2.0CONCRETE PATIOCHARCOAL GRILL,TO BE SELECTED BY OWNER1"=10'-0"CONCRETE SIDEWALK,PER CIVIL DRAWINGS2. Pocket Park Grading and Drainagescale: 1"=10'-0"PAPAPAPA6"x6" NDS grate and basin,top elevation: 368.43PVC Drain pipe, connect to storm sewer6"x6" NDS grate and basin,top elevation: 368.436"x6" NDS grate and basin,top elevation: 368.656"x6" NDS grate and basin,top elevation: 368.656"x6" NDS grate and basin,top elevation: 368.876"x6" NDS grate and basin,top elevation: 368.87TW:370.38xBW:368.55TW:370.38xBW:368.55xxTW:370.82BW:368.99TW:370.82BW:368.99MEDIUM BROOM FINISHMEDIUM BROOM FINISHhi there, how are you tonight?03MARCH2017
OF SHEETSCONSTRUCTIONTHESE DRAWINGS PREPARED BY RAPP LANDDESIGN, PLLC FOR THIS PROJECT ARE FOR USESOLELY WITH RESPECT TO THIS PROJECT ANDUNLESS OTHERWISE PROVIDED, RAPP LAND DESIGN,PLLC SHALL BE DEEMED THE AUTHOR OF THESEDOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGHT. THESE DRAWINGSSHALL NOT BE USED BY OTHERS ON OTHERPROJECTS, FOR ADDITIONS TO THIS PROJECT ORFOR COMPLETION OF THIS PROJECT BY OTHERS,EXCEPT BY AGREEMENT IN WRITING BY RAPP LANDDESIGN, PLLC.BID SETFOR PERMIT / REVIEWCLIENT REVIEWSCALE:DRAWN BY:REV.CERDATE REMARKS
WAKE COUNTY, NORTH CAROLINALS 2.0HardscapeDetails14NEW HILL PLACE6 CHARLOTTESVILLE, VAPHONE: [e-mail] SPRINGSAS SHOWN3 38"5'-0"6'-0"6"2"1"x1" RAIL2" x 2" SQUARE POST58" x 58" PICKETFLAT CAPPOST TO BE SET IN CONCRETEFOOTING, 36" DEEP MINIMUM1-2" SAND SETTING BEDMETAL PAVER EDGING4" COMPACTED AGGREGATESUBBASECOMPACTED SUBGRADECONCRETE PAVERS WITHSAND SWEPT JOINTS4"6. Seat Wall Detailscale: 1"=1'-0"1'-8"2"1'-10"2'-6"1'-0"1'-6"PRECAST CONCRETE CAPSTONESTONE VENEER TOMATCH BUILDINGSCMU CORE WITHFULLY GROUTED CELLS#4 REBAR SPACEDEVERY 24" ON CENTERCONCRETE FOOTER REINFORCEDWITH EPOXY COATED REBAR3. Concrete Paver Detailscale: 1"=1'-0"4. Pool Enclosure Fencescale: 1"=1'-0"COMPACTED SUBGRADE1. Concrete Patio Detailscale: 1"=1'-0"2. Concrete Control Jointscale: 112"=1'-0"4" COMPACTED AGGREGATE4" CONCRETE SLAP@ 3000 PSIMEDIUM BROOM FINISHCONCRETE, TYP.WELDED WIRE MESH12" RADIUS4"4"COMPACTED SUBGRADE4" COMPACTED AGGREGATEREINFORCED CONCRETESAW CUT CONTROL JOINTWELDED WIRE MESH12" EXPANSION JOINT CONSISTINGOF BITUMINOUS EXPANSIONMATERIALREINFORCED CONCRETE, SEEDETAIL 1, THIS SHEET7. Outdoor Kitchenscale: 1"=1'-0"1"x1" RAILRAILS SECURED IN POSTWITH NOTCH3 38"5'-0"5'-0"6"
2"1"x1" RAIL2" x 2" SQUARE POST1 12" x 1 12" SQUARE UPRIGHTFLAT CAPPOST TO BE SET IN CONCRETEFOOTING, 36" DEEP MINIMUM5. Pool Enclosure Gatescale: 1"=1'-0"1"x1" RAILRAILS SECURED IN POSTWITH NOTCH58" x 58" PICKETGATE HINGE:D&D TECHNOLOGIESTCHD1AL2-MK2GATE LATCH ENLARGEMENT:NTSD&D TechnologiesLatch: LLAAB3 34"
3 3
4"34"34"03MARCH2017
OF SHEETSCONSTRUCTIONTHESE DRAWINGS PREPARED BY RAPP LANDDESIGN, PLLC FOR THIS PROJECT ARE FOR USESOLELY WITH RESPECT TO THIS PROJECT ANDUNLESS OTHERWISE PROVIDED, RAPP LAND DESIGN,PLLC SHALL BE DEEMED THE AUTHOR OF THESEDOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGHT. THESE DRAWINGSSHALL NOT BE USED BY OTHERS ON OTHERPROJECTS, FOR ADDITIONS TO THIS PROJECT ORFOR COMPLETION OF THIS PROJECT BY OTHERS,EXCEPT BY AGREEMENT IN WRITING BY RAPP LANDDESIGN, PLLC.BID SETFOR PERMIT / REVIEWCLIENT REVIEWSCALE:DRAWN BY:REV.CERDATE REMARKS
WAKE COUNTY, NORTH CAROLINALS 2.1PergolaDetails14NEW HILL PLACE7 CHARLOTTESVILLE, VAPHONE: [e-mail] SPRINGS2 x 8 CELLULAR PVC RAFTERNOTCHED INTO BEAM,OFFSET 18" O.C.,ATTACH TO LEDGER2 x 10 CELLULAR PVC BEAM8 x 8 CELLULAR PVC POST2 x 10 CELLULAR PVC BEAMCOMPACTED SUBGRADEPOST TO BE SET INCONCRETE FOOTER, 3000 PSI4' DEEP MINIMUM3. Pergola Sectionscale: 12"=1'-0"2 x 8 CELLULAR PVC RAFTERNOTCHED INTO BEAM,OFFSET 18" O.C.,ATTACH TO LEDGER14'-0"1'-6"1'-6"1'-6"4'-0"9'-0"8 x 8 CELLULAR PVC POST2. Pergola Elevationscale: 12"=1'-0"1'-6"9'-0"7'-1"1'-6"1'-9"1'-3"9'-0"7'-1"10'-0"1. Pergola Plan Viewscale: 12"=1'-0"2 x 8 CELLULAR PVC RAFTERNOTCHED INTO BEAM,OFFSET 18" O.C.,ATTACH TO LEDGER2 x 10 CELLULAR PVC BEAM8 x 8 CELLULAR PVC POST1'-6"58'-11"PROVIDE ELECTRICAL OUTLETATTACHED TO POSTPROVIDE ELECTRICALOUTLET, ATTACHED TO POST03MARCH2017
OF SHEETSCONSTRUCTIONTHESE DRAWINGS PREPARED BY RAPP LANDDESIGN, PLLC FOR THIS PROJECT ARE FOR USESOLELY WITH RESPECT TO THIS PROJECT ANDUNLESS OTHERWISE PROVIDED, RAPP LAND DESIGN,PLLC SHALL BE DEEMED THE AUTHOR OF THESEDOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGHT. THESE DRAWINGSSHALL NOT BE USED BY OTHERS ON OTHERPROJECTS, FOR ADDITIONS TO THIS PROJECT ORFOR COMPLETION OF THIS PROJECT BY OTHERS,EXCEPT BY AGREEMENT IN WRITING BY RAPP LANDDESIGN, PLLC.BID SETFOR PERMIT / REVIEWCLIENT REVIEWSCALE:DRAWN BY:REV.CERDATE REMARKS
WAKE COUNTY, NORTH CAROLINALS 3.2Pocket ParkLandscape14NEW HILL PLACE11Plan CHARLOTTESVILLE, VAPHONE: [e-mail]1. Landscape Planscale: 1"=1'-0"DWARF SPIREA (4)HOLLY SPRINGS1"=10'-0"KNOCK OUT ROSE (1)SOFT TOUCH HOLLY (6)KNOCK OUT ROSE (1)SOFT TOUCH HOLLY (6)SOFT TOUCH HOLLY (3)KNOCK OUT ROSE (1)KNOCK OUT ROSE (1)SOFT TOUCH HOLLY (3)PRINCETON SENTRY GINKO (4)SOFT TOUCH HOLLY (11)03MARCH2017
PLANTING SCHEDULE
ENTRANCE MONUMENT SIGNS, POOL & CLUBHOUSE, & POCKET PARK
QTY BOTANICAL NAME COMMON NAME
TREES
2 ACER PALMATUM var DISECTUM 'CRIMSON QUEEN CRIMSON QUEEN LACELEAF MAPLE
2 BETULA NIGRA RIVER BIRCH
1 CERCIS CANADENSIS REDBUD
4 GINKO BILOBA 'PRINCETON SENTRY' PRINCETON SENTRY GINKO
1 ILEX x 'EMILY BRUNER' EMILY BRUNER HOLLY
2 LAGERSTROEMIA INDICA 'NATCHEZ' NATCHEZ CRAPE MYRTLE
SHRUBS
2 8
20
58
6
4
10
61
5
'>A ,,
22
32
30
4
5
ABELIA x GRANDI FLORA 'LITTLE RICHARD'
AZALEA x 'ENCORE'
BUXUS SEMPERVIRENS 'GREEN MOUNTAIN'
CHAMAECYPARIS PISIFERA 'GOLD MOP'
HYDRANGEA MACROPHYLA 'ENDLESS SUMMER'
ILEX CORN UTA 'CARISSA'
ILEX CRENATA 'SOFT TOUCH'
ILEX CRENATA 'STEEDS'
II !=)(�I A--,A lt"'IIAII. " '
II <=Y y ;1-•A_Ll�IIILI..IJ\ln1
LOROPETALUM CHINENSE var. 'RUBRUM'
PRUNUS LAUROCERASUS 'OTTO LUYKEN'
RAPHIOLEPSIS INDICA 'LITTLE PRINCESS'
ROSA x RADTCO 'PINK'
VIBURNUM DAVIDII
LITTLE RICHARD ABELIA
ENCORE AZALEA
GREEN MOUNTAIN BOXWOOD
JAPANESE FALSE CYPRESS
ENDLESS SUMMER GARDEN HYDRANGEA
CARISSA HOLLY
SOFT TOUCH HOLLY
STEEDS HOLLY
_,IA" " 1· "-�"RRV 1-lnl I V
�• 1 •r:: uA..1n H'" 1 v
DWARF RUBY FRINGE FLOWER
OTTO LUYKEN LAUREL
LITTLE PRINCESS INDIAN HAWTHORNE
PINK DOUBLE KNOCK-OUT ROSE
DAVID VIBURNUM
GROUND COVERS, PERENNIALS, AND ORNAMENTAL GRASSES
78
33
260
2 4
HEMEROCALIS x HAPPY RETURNS' HAPPY RETURNS DAYLILY
HEUCHERA x 'PURPLE PALACE' 'PURPLE PALACE' CORAL BELLS
LIRIOPE MUSCAR 'VARIEGATA' VERIEGATED LILLY TURF
PENNISETUM ALOPECUROIDES 'HAMLIN' DWARF FOUNTAIN GRASS
t QUA /
\
EQUAL TRIANGULAR SPACING,
REFER TO PLANTING SCHEDULE FOR
SPACING DISTANCE
2.GROUNDCOVER SPACING
SCALE: NTS
SIZE
#1 5
8'-10 HT.
6'-8' HT.
3" CALIPER
6'-8' HT.
8'-10 ' HT.
#3
#3
#3
#3
#3
#3
#3
#7
.,.,,
#7
j!�
#3
#3
#3
#3
#1
#1
#1
#1
SPACING
B&B
B&B
B&B
B&B
B&B
B&B
36" O.C. SPACING
36" O.C. SPACING
36" O.C. SPACING
AS SHOWN
AS SHOWN
36" O.C. SPACING
36" 0.C. SPACING
36" O.C. SPACING
""" n r <"I">•,.,.,,.
'2&:::11 I"'\ r-�nA,...!N�
36" O.C. SPACING
48" O.C. SPACING
48" O.C. SPACING
48" O.C. SPACING
24" O.C. SPACING
18" O.C. SPACING
18" O.C. SPACING
18" O.C. SPACING
18" O.C. SPACING
FOUNDATION LANDSCAPE TABULATION:
CLUBHOUSE
49 1 LF x 2 = 982 SF OF AREA REQUIRED
PROPOSED = +982 SF OF AREA
49\t
0
120 = 99 TOTAL PUV REQUIRED
2 LARGE DECIDUOUS TREES @6 PUV EACH= 12 PUV
5 SMALL DECIDUOUS TREES @ 4 PUV EACH = 20 PUV
2 SMALL EVERGREEN TREES @ 2 PUV EACH = 4 PUV
12 8 MEDIUM SHRUBS@ 1 PUV EACH= 128 PUV
75 SMALL SHUBS @ .5 PUV EACH = 37.5 PUV
TOTAL= 20 1 .5 PUV PROPOSED
ROOT CROWN TO BE PLACED
1 "-2 " ABOVE SURROUNDING GRADE
HARDWOOD MULCH, 3" MIN.
SOIL SAUCER: USE PREPARED
TOPSOIL, 6" MIN.
REMOVE TOP j OF BURLAP,
NON-BIODEGRADABLE MATERIAL
SHALL BE TOTALLY REMOVED
3.MUL Tl-STEM TREE PLANTING
SCALE: NTS
1.TREE PLANTING
SCALE: NTS
r )
4.SHRUB PLANTING
SCALE: NTS
,,,--RUBBER HOSE ON EACH MAJOR STEM,
ALL MAJOR STEMS SHOULD BE WIRED
TOGETHER
.. --ROOT CROWN TO BE PLACED
1 "-2 " ABOVE SURROUNDING GRADE
HARDWOOD MULCH, 3" MIN.
SOIL SAUCER: USE PREPARED
TOPSOIL, 6" MIN.
.-WOOD STAKES (3) IN FIRM SOIL
PREPARED SUBGRADE PEDESTAL
.--CROWN OF SHRUB TO BE PLACED
1 "-2" ABOVE SURROUNDING GRADE
--HARDWOOD MULCH, 3" MIN.
--CREATE SAUCER WITH
TOPSOIL, 6" MIN.
--PRUNE DAMAGED OR DESSICATED
ROOTS
GENTLY COMPACTED TOPSOIL
MIXTURE
-SCARIFY PIT BOTTOM, 6" MIN.
Rapp Land Design
!='LANNING & LANOSC:.Al"E Ali'i:.HITECTUl'!E
CHARLOTTESVILLE, VA
PHONE: [phone]
[e-mail]
THESE DRAWINGS PREPARED BY RAPP LAND
DESIGN, PLLC FOR THIS PROJECT ARE FOR USE
SOLELY WITH RESPECT TO THIS PROJECT AND
UNLESS OTHERWISE PROVIDED, RAPP LAND DESIGN,
PLLC SHALL BE DEEMED THE AUTHOR OF THESE
DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,
STATUTORY AND OTHER RESERVED RIGHTS,
INCLUDING THE COPYRIGHT. TI-IESE DRAWINGS
SHALL NOT BE USED BY OTHERS ON OTHER
PROJECTS, FOR ADDITIONS TO THIS PROJECT OR
FOR COMPLETION OF THIS PROJECT BY OTHERS,
EXCEPT BY AGREEMENT IN WRITING BY RAPP LAND
DESIGN, PLLC.
ISSUE
REV. DATE REMARKS
1 417/17 REVISED PER
COUNTY COMMENTS
515/17 REVISED PER
TOWN COMMENTS
LOCATION
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SHEET TITLE
Planting Schedule & Details
DRAWN BY: CER
SCALE:
DA TE PRINTED
03MARCH2017
D CLIENT REVIEW • FOR PERMIT I REVIEW
D BID SET
D CONSTRUCTION
SHEET NUMBER
LS 4.0
12 OF 14 SHEETS
OF SHEETSCONSTRUCTIONTHESE DRAWINGS PREPARED BY RAPP LANDDESIGN, PLLC FOR THIS PROJECT ARE FOR USESOLELY WITH RESPECT TO THIS PROJECT ANDUNLESS OTHERWISE PROVIDED, RAPP LAND DESIGN,PLLC SHALL BE DEEMED THE AUTHOR OF THESEDOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGHT. THESE DRAWINGSSHALL NOT BE USED BY OTHERS ON OTHERPROJECTS, FOR ADDITIONS TO THIS PROJECT ORFOR COMPLETION OF THIS PROJECT BY OTHERS,EXCEPT BY AGREEMENT IN WRITING BY RAPP LANDDESIGN, PLLC.BID SETFOR PERMIT / REVIEWCLIENT REVIEWSCALE:DRAWN BY:REV.CERDATE REMARKS
WAKE COUNTY, NORTH CAROLINALS 4.1LandscapeSpecifications14NEW HILL PLACE13 CHARLOTTESVILLE, VAPHONE: [e-mail] SPRINGS SpecificationsGeneral InformationNew Vision Properties is hereinafter referred to as the “Owner” and may be represented by an approvedrepresentative.Rapp Land Design, PLLC or their duly appointed representative is hereinafter referred to as the “LandscapeArchitect”.The Contractor signing this agreement or his duly appointed representative is hereinafter referred to asthe “Contractor”.Bidding is based on sheets L1.00 - L5.0 dated February 6, 2017 and specifications.The competency and responsibility of Bidders will be considered in making the award. The Owner reserves theright to reject any or all bids, and to waive informality in bids received.Responsibility of ContractorLaws and Ordinances: The Contractor and all Subcontractors shall bind themselves to comply with all laws,ordinances and requirements of all authorities having jurisdiction over this property, and shall protect the Ownerfrom damage arising from violation thereof.The contractor shall give his personal supervision to the work, and have a responsible superintendent continuouslyon the job to act for him.Terms of payment will be as established by the owner.Public liability and property damage will be as determined by the Owner.Approval and Rejection of MaterialsApproval:The selection of all materials and execution of all operations required under these drawings and specifications aresubject to approval of the Landscape Architect or Owner.Rejection:The Landscape Architect or Owner shall have the right to reject all material and all work which in his opinion doesnot meet the requirements of the drawings and specifications at any stage of the operation. All rejected materialshall be removed by the Contractor as directed.LayoutThe Contractor shall layout his work and set necessary markers and stakes, and be responsible for theircorrections. The Landscape Architect, or Owner, reserves the right to relocate shrubs and trees from positions onthe plans prior to planting. The contractor shall notify the Landscape Architect, Owner at least three (3) days inadvance that the locations are staked and ready for approval prior to planting.Extras or Omitted WorkWhile no new or unforeseen items are anticipated, they shall be classed as extra work if they cannot be covered byany of the specifications or drawings. The Contractor shall submit detailed prices for any extras to the LandscapeArchitect, and shall perform extras upon written acceptance from the Owner or Landscape Architect. In theabsence of such written order, he shall not be entitled to payment for such extra work. All bills for extra work shallbe submitted monthly.Changes in the WorkThe Landscape Architect shall have authority to order minor changes in the work not involving an adjustment in thecontract sum or an extension of the contract documents. Such changes may be effected by field order or bywritten order. Such changes shall be binding on the Owner and the Contractor.The Owner, without invalidating the contract, may order changes in the work consisting of additions, deletions orother revisions, with the contract time being adjusted accordingly. All changes in the work shall be authorized bychange order and shall be executed under the applicable conditions to the contract documents.Landscape Architect's StatusThe Landscape Architect is the agent of the Owner. He has authority to stop work whenever such stoppage maybe necessary to insure the proper execution of the Contract.The Landscape Architect is the interpreter of the conditions of the contract and the judge of its performance; heshall side neither with the Owner nor with the Contractor, but shall use his powers under the contract to enforce itsfaithful performance by both.Drawings and SpecificationsShould there be anything shown on the drawings but not described in the specifications, or not shown on thedrawings but described in the specifications, the same shall be fully executed and carried out as if drawn, shown,or described in both. The Contractor is not to make any alterations or corrections on the drawings or in thespecifications. Should any error appear, the same is to be referred to the Landscape Architect before bids aresubmitted, or the work is commenced, or as otherwise specified herein.Examination of SiteAll Contractors submitting proposals for this work shall first examine the site and all conditions at the site. Allproposals shall take into consideration all such conditions as may affect the work under this contract.Measurements, Layouts and LevelsAll lines and levels necessary for the location and erection of the landscape construction and for the excavation,filling, and grading work shall be established by the Contractor. The Contractor shall take his own measurementsof the site, verifying same with the drawings, and shall be responsible for the proper fit of his portion of thecompleted work.Extra changes or compensation will not be allowed on the account of differences between actual measurementsand the dimensions shown on the drawings, but any such differences which may be found shall be submitted to theLandscape Architect for adjustments before proceeding with the work.Location of UtilitiesThe Contractor shall verify the exact location and depth of all utilities and take necessary precautions to preventdamage to these utilities. The Contractor shall coordinate all construction with the appropriate utility company andshall be responsible for any damage to utilities.Substitution of MaterialsThe Contractor, before submitting his bid, shall locate all necessary materials as called for in the plans and specifications,and shall be assured of their availability for use on the job.The contract bids shall be based upon providing the specified materials, processes, products, etc. identified in thespecification and /or indicated on the drawings.Substitutes will be permitted only upon admission of proof that specified plants are not obtainable, and with theauthorization of the Landscape Architect. Written request with nearest available size, and variety of plant, and priceadjustment, are to be submitted to the Landscape Architect.SupervisionThe Landscape Architect will not engage in any way to superintend so as to relieve the Contractor of responsibility forthe complete and proper execution of the work, nor for the consequences of neglect or carelessness by him or hissubordinates.ScopeThe Contractor shall perform all work required to complete the landscape installation including all labor, materials,services, and equipment necessary and described herein and shown on the accompanying drawings.Applicable StandardsAmerican Standard for Nursery Stock, ANSI Z60.1-2004, approved May 12, 2004American Joint Committee on Horticultural Nomenclature; 1942; edition of Standardized Plant NamesAll plant material shall be nursery grown unless otherwise noted. Plants shall have a habit of growth that is normal forthe species and shall be healthy, vigorous and equal or exceed the measurements specified in the plant list, which arethe minimum acceptable sizes. Plants shall be measured before pruning with branches in normal position. Anynecessary pruning shall be done at the time of planting. Requirements for measurements, branching, grading, quality,ball and burlapping of plants in the plant list generally follow the code of standards currently recommend by theAmerican Standard for Nursery Stock. Plants that meet the requirements specified, but do not have the normal balanceof height and spread typical for the respective plant, shall not be accepted. All plants shall be free of weeds and otherobjectionable vegetation.WaterWater will be available on the site at no expense to the Contractor. Hoses and other watering equipment required forthe work shall be furnished by the Contractor at his expense.Plants (General)Plant material shall be delivered to the site only after the beds are prepared and are ready for planting. The Contractorshall be responsible for the fine grading of all planting areas. All shipments of nursery materials shall be thoroughlyprotected from the sun and from drying winds during transit. All plants which cannot be planted at once, after deliveryto the site, shall be well protected against the possibility of drying by wind and sun. Balls of earth on B&B plants shall bekept covered with soil or other acceptable material. All plants remain property of the Contractor until final acceptance.Plants shall be nursery grown, healthy, vigorous, bushy, well-balanced, of normal habit of growth for the species, andshall be free from disease, insect eggs and larvae. They shall have crown and root ball sizes that meet or exceed thestandards set forth in “American Association of Nurserymen, Inc.” The specified sizes shall be before pruning, and plantsshall be measured with their branches in normal position. Plants shall not be pruned prior to delivery, except uponspecial approval. All pruning of new trees and shrubs, as directed by the Landscape Architect, shall be executed by thisContractor at no additional cost to the Owner.Shade trees shall be healthy, vigorous, full-branched, well-shaped, and shall meet the trunk diameter, height, and spreadrequirements of the plant list, and meet the standards of “The American Association of Nurserymen.” Balls shall befirm, neat, slightly tapered and well burlapped. Any tree loose in the ball or with broken ball a time of planting will berejected. Balls shall be sized in accordance with the AAN standards.All plants shall be hardy under climatic conditions similar to those in locality of the project.The Contractor is responsible for verification of all quantities. Any discrepancies shall be brought to the attention of theLandscape Architect; however, it is the contractor's responsibility to provide all trees as shown on the plans, and plantbeds so that each has the proper quantity of shrubs for the areas designated.Tree and Shrub PlantingPlant shade trees in tree-pits greater in diameter than ball and at a height which assures proper drainage and vigorousgrowth. Plant ornamental trees in tree-pits 12” greater in diameter than ball and at a height for proper drainage andvigorous growth. Fill bottom of pit (to depth of root ball) with a mixture of soil. After settling the tree, the pit shall bebackfilled with soil mix, then carefully settled by watering to prevent air pockets. Form a 4” watering ring for each tree.Proposed trees are to be located either completely in or completely out of the planting beds. Bedlines are not to beobstructed. The Contractor is responsible for all staking and guying of trees.Ground cover beds shall be loosened to a depth of 6” and fertilized with an osmacote fertilizer at the rate of four poundsper 100 square feet. Moist peat moss shall be applied at the rate of two inches (2”) thick and worked into the upper sixinches (6”) of the bed.All plant beds pus an area three feet greater in diameter than the ball around each tree shall be mulched with 3” ofclean, hardwood mulch.Should the contractor encounter soil conditions which are inhospitable to normal planting, it is his responsibility tomodify the soil so that the plants will thrive. These modifications may include providing drainage for trees or shrub bedsand providing any extra soil as may be required for planting.Annual, Perennial, or Vine PlantingSoil mix for annual, perennial, and vine plantings in moveable pots to contain: two parts topsoil, one part organicmatter, and one part sand. Top dressing to be a 1” layer of mini-nuggets.Clean-Up During the work, the premises are to be kept neat and orderly at all times. Storage areas for plants and other materialsshall be so organized that they too, are neat and orderly. All trash including debris resulting from removing weeds orfrom planting areas, preparing beds, or planting plants shall be removed from the site daily as the work progresses. Allwalks and drives shall be kept clean by sweeping and/or hosing. Excavated soil may be disturbed on the site as directedby the owner.AcceptanceAcceptance for all landscape work shall be given after final inspection by the Owner and/or Landscape Architect,provided the job is in a completed, undamaged condition, and there is grass (substantial coverage) in all grass areas. Atthis time, the Owner will assume maintenance on all accepted work. Acceptance of partial phases will be considered bythe Owner.MaintenanceThe Contractor shall maintain all trees, shrubs, and ground cover under this Contract until acceptance, by watering,cultivating, weeding, spraying and replacing as necessary to keep plants in a healthy, vigorous condition, and shall rakebed areas as may be required to keep them neat.Cultivating shall consist of scarifying the top two inches so lumps of soil are less than 2” in diameter, and all weeds areremoved.Weeding shall consist of digging out all plant material other than the desired shrubs and ground cover every two weeks.Weeding may be handled by herbicide spraying at the contractor's expense if it is acceptable to all parties concerned.MulchingAll existing weeds shall be eradicated from planting and mulch beds by the Contractor prior to installation ofmulch. Mulch shall be shredded hardwood bark (Grade A) in all cases unless otherwise specified. Mulch shall notcontain sticks larger than ¼” in diameter, stones, or other foreign material that will prevent the eventual decay of themulch necessary for its complete effectiveness. Mulch shall be spread evenly to a depth of 3 inches in all new plantingbeds. Other materials will be specified for beds not to contain mulch.GuaranteeAll plants shall be guaranteed by the Contractor, for a twelve (12) month period after date of acceptance. TheContractor shall replace all dead materials and all materials not in a vigorous, thriving condition as soon as weatherpermits and on notification by the Landscape Architect. Plants, including trees, that have partially died so that shape,size or symmetry have been damaged shall be considered subject to replacement. In such cases, the opinion of theLandscape Architect shall be final.Plants used for replacement shall be of the same type and size as those originally planted, and shall be planted asoriginally specified. Replacements shall carry a twelve (12) month guarantee from the date of replacement. Anydamage, including runs in lawn and bed areas, incurred in making replacements, shall be immediately repaired.At the direction of the Landscape Architect, plants may be replaced at the start of next year's planting or digging season;but in such cases, dead plants shall be removed from the premises as soon as they are designated to be replaced.The Owner agrees that for the guarantee to be effective, he will water plants at least twice a week during dry periodsand cultivate beds once a month after final acceptance.To insure that proper maintenance is being performed by the Owner during the guarantee period, the Contractor shall:1. Make at least one site inspection every month to ascertain any maintenance deficiencies2. Inform the Owner's maintenance supervisor of any maintenance deficiencies3. Prepare written documentation of the site inspection noting all deficiencies encountered, maintenance personnelwho are made aware of any deficiencies, suggested remedy methods, and any other pertinent comments onmaintenance4. Submit this written documentation to the monthly inspection to the Landscape Architect as well as the Owner.The above guarantee shall not apply where plants die after acceptance because of injury by storms, drowning fromfloods, hail, freeze, insects, disease, injury by humans, machines or theft.03MARCH2017
OF SHEETSCONSTRUCTIONTHESE DRAWINGS PREPARED BY RAPP LANDDESIGN, PLLC FOR THIS PROJECT ARE FOR USESOLELY WITH RESPECT TO THIS PROJECT ANDUNLESS OTHERWISE PROVIDED, RAPP LAND DESIGN,PLLC SHALL BE DEEMED THE AUTHOR OF THESEDOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGHT. THESE DRAWINGSSHALL NOT BE USED BY OTHERS ON OTHERPROJECTS, FOR ADDITIONS TO THIS PROJECT ORFOR COMPLETION OF THIS PROJECT BY OTHERS,EXCEPT BY AGREEMENT IN WRITING BY RAPP LANDDESIGN, PLLC.BID SETFOR PERMIT / REVIEWCLIENT REVIEWSCALE:DRAWN BY:REV.CERDATE REMARKS
WAKE COUNTY, NORTH CAROLINALS 5.0Pool DeckLighting Plan14NEW HILL PLACE14 CHARLOTTESVILLE, VAPHONE: [e-mail] SPRINGS03MARCH2017