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Consulting Civil Engineering

Environmental Engineering

Municipal Engineering

Land Surveying

Professional Planning

Landscape Architecture

OFFICES THROUGHOUT

NJ, EASTERN PA, AND DE

630 CHURCHMANS ROAD, SUITE 105, NEWARK, DE 19702

EMAIL: NORTHERNDE@VCEA.ORG WEB: WWW.VCEA.ORG

PHONE (302) 368-3184 FAX (302) 368-7195

Engineer's Certification:

LOU RAMUNNO (GENERAL PARTNER) DATE

Certificate of Ownership:I, LOU RAMUNNO, PARTNER OF LIBORIO 3 LLC, HEREBY CERTIFY THAT I AMTHE OWNER OF THE PROPERTY DESCRIBED AND SHOWN ON THIS PLAN,THAT THE PLAN WAS MADE AT MY DIRECTION, THAT ALL STREETS SHOWNHEREON AND NOT HERETOFORE DEDICATED ARE HEREBY DEDICATED TO THEPUBLIC USE AND THAT ALL PROPOSED MONUMENTS AND MARKERS SHOWNHEREON WILL BE SET AT THE LOCATION INDICATED, THAT I ACKNOWLEDGETHE SAME TO BE MY ACT AND DESIRE THE PLAN TO BE RECORDEDACCORDING TO LAW.

SHEET LIST TABLESHEET NUMBER SHEET TITLE

RP1 COVER SHEETRP2 SECTION IRP3 SECTION IIRP4 NOTES

I, SCOTT E. LOBDELL, HEREBY CERTIFY THAT I AM A REGISTEREDPROFESSIONAL ENGINEER IN THE STATE OF DELAWARE, THAT THEINFORMATION SHOWN HEREON HAS BEEN PREPARED UNDER MYSUPERVISION AND TO THE BEST OF MY KNOWLEDGE AND BELIEFREPRESENTS GOOD ENGINEERING, SURVEYING, AND/OR ARCHITECTURALPRACTICES AS REQUIRED BY THE APPLICABLE LAWS OF THE STATE OFDELAWARE.

Location MapScale: 1"=5,000'

PRELIMINARY PLAN

HICKORY RIDGE HOTEL

DUCK CREEK HUNDRED, KENT COUNTY, DELAWARE

DUPONT BOULEVARD (U.S. ROUTE 13)

Soils MapScale: N.T.S.

SCOTT E. LOBDELL, PROFESSIONAL ENGINEER NO. 12260 DATE

Subdivision Data:

14.

SITE AREA DISTRIBUTIONS:9.

10.32 UNITS/ACREDENSITY:

VACANT, FARMED GROUNDEXISTING USE:

ENGINEER/SURVEYOR:

OWNER OF RECORD:

10.

3.

1.

VERTICAL: NGVD 1929HORIZONTAL: NAD 1983

BG - GENERAL BUSINESS

10.08 Ac± (439,167.39 S.F.)

SURVEY BENCHMARK:13.

ZONING:6.

TAX MAP:4.

SITE AREA:8.

PROPOSED USE:11. HOTEL / RETAIL

1-00-03702-01-4900-000

VAN CLEEF ENGINEERING ASSOCIATES630 CHURCHMANS ROAD, SUITE 105NEWARK, DE 19702(302) 368-3184

APPLICANT:2.

PUBLIC SEWER (KENT COUNTY) UTILITIES:15.SANITARY:

CENTRAL WATER (TIDE WATER UTILITIES)WATER:

LIBORIO 3, LLCC/O LOU RAMUNNO903 N. FRENCH STREET WILMINGTON, DE19801(302) 426-0200

LIBORIO 3, LLCC/O LOU RAMUNNO903 N. FRENCH STREET WILMINGTON, DE19801(302) 426-0200

7. NUMBER OF LOTS: 1

BUILDING COVERAGE:10.08 Ac.± (439,167.39 S.F.)

1.31 Ac.± (57,000.00 S.F.)PAVING/IMPERVIOUS COVERAGE:OPEN SPACE:

3.55 Ac.± (154,809.59 S.F.)5.22 Ac.± (227,357.80 S.F.)

TOTAL AREA:

PROPOSED UNITS:12. 108 UNITS (HOTEL)

PARKING REQUIREMENTS:16.HOTEL 1 SPACE PER UNIT,

(108 UNITS X 1) = 108 SPACES REQUIREDRETAIL 1 SPACE PER 160 SF

(5,000 SF / 160 SF) * 1 = 32 SPACES REQUIRED

TOTAL SPACES REQUIRED: 140 SPACES,PROVIDED: 144 SPACES , INCLUDING 12 HC SPACES

TOTAL SITE AREA: 10.08 S.F./439,167.39 Ac. ±

STORM WATER MANAGEMENT: 0.26 Ac.± (11,320.00 S.F.)ACTIVE OPEN SPACE:

18.

17.

PROPOSED: 5

PROPOSED: 3

H

Y D

H

Y D

MONUMENTATION: EXISTING: 0

FIRE HYDRANTS: EXISTING: 0

19. SEWER FLOW: 120 GPD/ROOM x 108 ROOMS = 12,960 GPD50 GPD/EMPLOYEE * 5 EMPLOYEES = 250 GPDPEAK FLOW = 4 x (12,960 GPD + 250 GPD) = 52,840 GPD

20.

0.86 Ac.± (37,290.48 S.F.)

5. DEED BVP: D 5792 0220

PASSIVE OPEN SPACE: 4.36 Ac.± (190,067.32 S.F.)

WOODLAND PRESERVATION:EXISTING WOODS: 0.0 Ac.

21. SITE SLOPE:

(WITHIN GROWTH ZONE)

MAXIMUMMINIMUM 0.5%

33%

5,000 SF (RETAIL)

∆

∆

∆

∆

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Consulting Civil Engineering

Environmental Engineering

Municipal Engineering

Land Surveying

Professional Planning

Landscape Architecture

OFFICES THROUGHOUT

NJ, EASTERN PA, AND DE

630 CHURCHMANS ROAD, SUITE 105, NEWARK, DE 19702

EMAIL: NORTHERNDE@VCEA.ORG WEB: WWW.VCEA.ORG

PHONE (302) 368-3184 FAX (302) 368-7195

LOADING ZONELOADING ZONE

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R

Consulting Civil Engineering

Environmental Engineering

Municipal Engineering

Land Surveying

Professional Planning

Landscape Architecture

OFFICES THROUGHOUT

NJ, EASTERN PA, AND DE

630 CHURCHMANS ROAD, SUITE 105, NEWARK, DE 19702

EMAIL: NORTHERNDE@VCEA.ORG WEB: WWW.VCEA.ORG

PHONE (302) 368-3184 FAX (302) 368-7195

Know what's below.before you dig.Call

R

Consulting Civil Engineering

Environmental Engineering

Municipal Engineering

Land Surveying

Professional Planning

Landscape Architecture

OFFICES THROUGHOUT

NJ, EASTERN PA, AND DE

630 CHURCHMANS ROAD, SUITE 105, NEWARK, DE 19702

EMAIL: NORTHERNDE@VCEA.ORG WEB: WWW.VCEA.ORG

PHONE (302) 368-3184 FAX (302) 368-7195

1. THE KENT COUNTY CONSERVATION DISTRICT RESERVES THE RIGHT TO ADD, MODIFY, OR DELETE ANY EROSION AND SEDIMENT CONTROL MEASURE ASIT DEEMS NECESSARY.

2. DECLARANT HEREBY GRANTS TO THE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL, DIVISION OF SOIL AND WATERCONSERVATION SEDIMENT AND STORM WATER PROGRAM OR ITS DELEGATED AGENCY, THE RIGHT, PRIVILEGE AND AUTHORITY TO ENTER UPON SAIDPREMISES AND INSPECT STORMWATER MANAGEMENT AREAS WITHIN STORMWATER MANAGEMENT EASEMENTS. IN THE EVENT THE DELEGATEDAGENCY DETERMINES THAT MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE MAINTENANCE CORPORATION OR HOMEOWNERS ASSOCIATION.

3. ALL STORMWATER MANAGEMENT AREAS, INCLUDING THE EXISTING POND, SHALL BE MAINTAINED IN PERPETUALLY BY THE HOMEOWNER'SASSOCIATION OR MAINTENANCE CORPORATION. THESE AREAS SHALL BE MAINTAINED BY THE DEVELOPER UNTIL THE ESTABLISHMENT OF THEHOMEOWNER'S ASSOCIATION.

4. NO REVISION OR RE-RECORDATION WILL BE MADE TO ANY RECORDED SUBDIVISION IN KENT COUNTY WITHOUT WRITTEN APPROVAL OF ALL LOTOWNERS ADJACENT TO OR SHARE A COMMON BOUNDARY WITH THE PROPOSED REVISION IN ADDITION TO 75% OF THE LOT OWNERS WITHIN THEENTIRE SUBDIVISION.

5. THE OWNER/DEVELOPER UNDERSTANDS THAT THE TRACT OF LAND DEPICTED HEREON IS IMPACTED BY WETLANDS REGULATED BY THE ARMY CORPSOF ENGINEERS AND IS ADVISED TO CONTACT THE ARMY CORPS OF ENGINEERS FOR INFORMATION AND GUIDANCE IN REGARD TO JURISDICTIONALDETERMINATIONS AND FEDERAL PERMITS PRIOR TO THE START OF CONSTRUCTION.

6. NO CERTIFICATE OF OCCUPANCY PERMITS WILL BE ISSUED FOR ANY LOT UNTIL ALL STREET SIGNS ARE IN PLACE FOR STREETS LEADING FROM THEENTRANCE TO THE DEVELOPMENT TO THE LOT FOR WHICH THE PERMIT IS TO BE ISSUED.

7. THIS PROPERTY IS LOCATED IN THE VICINITY OF LAND USE PRIMARILY FOR AGRICULTURAL PURPOSES OF WHICH NORMAL AGRICULTURAL USES ANDACTIVITIES HAVE BEEN AFFORDED THE HIGHEST PRIORITY USE STATUS. IT CAN BE ANTICIPATED THAT AGRICULTURAL USES AND ACTIVITIES MAY NOW ORIN THE FUTURE INVOLVE NOISE, DUST, MANURE AND OTHER ODORS, THE USE OF AGRICULTURAL CHEMICALS, AND NIGHTTIME FARM OPERATIONS. THEUSE AND ENJOYMENT OF THIS PROPERTY ARE EXPRESSLY CONDITIONED ON ACCEPTANCE OF ANY ANNOYANCE OR INCONVENIENCE WHICH MAY RESULTFROM SUCH NORMAL AGRICULTURAL USE OR ACTIVITIES.

8. ALL FIRE LANES, FIRE HYDRANTS, EXITS, STANDPIPE, AND SPRINKLER CONNECTIONS SHALL BE MARKED IN ACCORDANCE WITH STATE FIRE PREVENTIONREGULATIONS.

9. THERE ARE NO WETLANDS PRESENT ON THE SUBJECT PROPERTY.

10. OFFSITE IMPROVEMENTS WILL BE REQUIRED DURING THE CONSTRUCTION PLAN REVIEW AND APPROVAL PROCESS.

11. THE TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS IS BASED ON ACTUAL FIELD LOCATIONS PERFORMED BY VAN CLEEF ENGINEERINGASSOCIATES, CONDUCTED IN DECEMBER 2013.

12. ALL PROPOSED RIGHT OF WAYS SHOWN ON THIS PLAN ARE HEREBY DEDICATED TO PUBLIC USE. ALL RIGHTS-OF-WAY SHALL BE DEDICATED AS PUBLICUTILITY EASEMENTS IMMEDIATELY UPON RECORDATION, REGARDLESS OF STATUS OF DEDICATION.

13. THE DEVELOPER SHALL CONSTRUCT CONCRETE SIDEWALKS AS SHOWN ON THE PLAN.

14. DELAWARE REGULATIONS PROHIBIT THE BURIAL OF CONSTRUCTION/DEMOLITION DEBRIS, INCLUDING TREES AND STUMPS ON CONSTRUCTIONSITES. ANY SOLID WASTE FOUND DURING EXCAVATION MUST BE REMOVED AND PROPERLY DISCARDED OFF-SITE AT AN APPROVED LAND FILL.

15. A 20' UTILITY EASEMENT, 10' RESPECTIVELY, ON EACH SIDE OF THE CENTERLINE OF THE PIPE, SHALL BE CREATED WHEREVER POSSIBLE, WHERESANITARY SEWER, STORM SEWER, WATER OR ELECTRIC IS DESIGNATED FOR PUBLIC USE AND IS OUTSIDE OF THE DEDICATED PUBLIC RIGHT-OF-WAY.

16. WATER SUPPLY; TIDEWATER UTILITIES. SUBJECT TO THE APPROVAL OF THE DELAWARE STATE DEPARTMENT OF NATURAL RESOURCES ANDENVIRONMENTAL CONTROL.

17. SANITARY SEWER: KENT COUNTY. SUBJECT TO THE APPROVAL OF THE DELAWARE STATE DEPARTMENT OF NATURAL RESOURCES ANDENVIRONMENTAL CONTROL. ANTICIPATED FLOWS FOR THE TOTAL ARE 8.75 GPM.

18. STORM DRAINAGE: DELDOT. ALL ON-SITE DRAINAGE FACILITIES SHALL BE PUBLICLY OWNED AND MAINTAINED. DRAINAGE FACILITIES SHALL BE INACCORDANCE WITH THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS DATED 1989 OR AS LATER AMENDED.

19. THE DEVELOPER SHALL PRESERVE ALL TREES ON THE SITE, EXCEPT WHERE NECESSARY TO CONSTRUCT BUILDINGS, PARKING, ACCESS WAYS,RECREATIONAL FACILITIES AND UTILITIES, AND SELECTIVE THINNING OF EXISTING TREES. SPECIFIC SPECIES OF PLANT MATERIALS AS DESIGNATED ONSHEET L1 SHALL BE PRESERVED AND PROPERLY PROTECTED DURING CONSTRUCTION.

20. ALL COMMON FACILITIES INCLUDING, BUT NOT LIMITED TO, PAVED AREAS, SIDEWALKS, CURBING, LANDSCAPING, PUBLIC OPEN SPACE, AND/ORDRAINAGE FACILITIES SHALL BE KEPT IN GOOD REPAIR AND MAINTAINED IN A SAFE, SANITARY CONDITION.

21. ALL PUBLIC UTILITIES INCLUDING, BUT NOT LIMITED TO, ELECTRIC, GAS, AND TELEPHONE SHALL BE PLACED UNDERGROUND WITHIN THESUBDIVISION AND LAND DEVELOPMENT. SUCH UTILITIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE PREVAILING STANDARDS ANDPRACTICES OF THE UTILITY OR OTHER COMPANY PROVIDING SERVICE, EXCEPT WHERE IT IS DEMONSTRATED TO THE SATISFACTION OF THE RESPECTIVEAGENCIES INSTALLATIONS ARE NOT FEASIBLE BECAUSE OF PHYSICAL CONDITIONS OF THE LAND.

22. THIS SITE IS NOT IMPACTED BY THE 100 YR FLOOD PLAIN. REFER TO FEMA MAP PANEL #10001C0154H (154 OF 435) DATED MAY 5, 2003.

23. DECLARENT HEREBY GRANTS UNTO KENT COUNTY, ITS ASSIGNS AND SUCCESSORS, THE RIGHT, PRIVILEGE AND AUTHORITY TO ENTER UPON SAIDPREMISES AND INSPECT ALL OPEN SPACES FOR CONFORMITY WITH THE PROVISIONS OF THIS DECLARATION AND THE DEED RESTRICTIONS AT THEEXPENSE OF THE OWNERS OF SAID LOTS. IN THE EVENT THAT KENT COUNTY DETERMINES THAT MAINTENANCE SHALL BE COLLECTIBLE BY KENT COUNTYFOR THAT PURPOSE, OR IN THE MANNER SET FORTH ABOVE IN RELATION TO COLLECTION BY THE MAINTENANCE CORPORATION. ANY LIEN FOR SUCHEXPENSES UNDER THE PROVISIONS OF THIS DECLARARTION ASSERTED BY THE COUNTY AND FILED WITH THE RECORDER OF DEEDS SHALL BE A LIEN FROMTHE TIME OF RECORDING AND SHALL HAVE PRIORITY IN RELATION TO OTHER LIENS, EITHERS GENERAL OR SPECIAL, INCLUDING MORTGAGES AND OTHERLIENS ACCORDING TO THE TIME OF RECORDING OF SUCH LIENS.

24. KENT CONSERVATION DISTRICT RESERVES THE RIGHT TO ENTER PRIVATE PROPERTY FOR PURPOSES OF PERIODIC SITE INSPECTION.

25. THE KENT CONSERVATION DISTRICT RESERVES THE RIGHT TO ADD, MODIFY, OR DELETE ANY EROSION OR SEDIMENT CONTROL MEASURE, AS ITDEEMS NECESSARY.

26. UNDISTURBED NATURAL AREAS AS CONSERVATION AREAS.

A. ALL OPEN SPACES FOREST LANDS, OLD FIELDS, MEADOWS, REGULATORY FLOODPLAINS, EXCELLENT GROUNDWATER RECHARGE AREAS, WELLHEADPROTECTION AREAS, WETLANDS, RIPARIAN AREAS, STREAMS, PONDS AND ANY OTHER NATURAL AREA EXISTING AT THE TIME OF RECORDATION ANDDESIGNATED AS OPEN SPACE SHALL BE SUBJECT TO A NATURAL AREA DEED RESTRICTION.

B. PRIOR TO LAND DISTURBANCE WITHIN ANY ADJACENT LOTS, THESE LANDS SHALL BE POSTED WITH PERMANENT METALLIC SIGNS ONTWO-HUNDRED-FOOT CENTERS INDICATING "CONSERVATION AREA -- THE NATURAL RESOURCES OF THIS LAND ARE PROTECTED BY DEEDRESTRICTION."

C. THESE LANDS SHALL BE PROTECTED FROM ANY GRASS MOWING, CONSTRUCTION, LAND DISTURBANCE, DUMPING, FILLING, DEBRIS DISPOSAL,DRAINING, SHRUB, TREE OR VEGETATION REMOVAL OR HARM, THROUGH AN ENFORCEABLE RECORDED DEED RESTRICTION INDICATING THE TERMSOF THIS NOTE; EXCEPTING, HOWEVER THOSE OPERATIONS NECESSARY TO INITIALLY CONSTRUCT A STORMWATER MANAGEMENT OUTFALL."

D. NO DISTURBANCE OR CONSTRUCTION MAY OCCUR BEYOND THE LIMITS OF DISTURBANCE ASSOCIATED WITH THE STORMWATER MANAGEMENTFACILITY WITHOUT THE PRIOR CONSENT OF THE KENT COUNTY DEPARTMENT OF PLANNING SERVICES.

27. WITHIN ONE YEAR OF INITIAL CONSTRUCTION OF ALL STORMWATER MANAGEMENT FACILITIES, WETLAND AND LANDSCAPE PLANTINGS SHALL BEINSTALLED AND PERMANENT METALLIC SIGNAGE SHALL BE PLACED AT THE SWM DETENTION AREA INDICATING: "WATER QUALITY MANAGEMENT AREA-- DO NOT MOW."

RECORD/SITE PLAN GENERAL NOTES:1. ALL ENTRANCES SHALL CONFORM TO THE STATE OF DELAWARE DEPARTMENT OF TRANSPORTATION (DELDOT) STANDARDS AND

REGULATIONS FOR SUBDIVISION STREETS AND STATE HIGHWAY ACCESS AND WILL BE SUBJECT TO ITS APPROVAL.

2. SHRUBBERY, PLANTINGS, SIGNS AND/OR OTHER VISUAL BARRIERS THAT COULD OBSTRUCT THE SIGHT DISTANCE OF A DRIVERPREPARING TO ENTER THE ROADWAY ARE PROHIBITED WITH THE DEFINED DEPARTURE SIGHT TRIANGLE AREA ESTABLISHED ON THISPLAN. IF THE ESTABLISHED DEPARTURE SIGHT TRIANGLE AREA IS OUTSIDE THE RIGHT-OF-WAY OR PROJECTS ONTO AN ADJACENTPROPERTY OWNER'S LAND, A SIGHT EASEMENT SHALL BE ESTABLISHED AND RECORDED WITH ALL AFFECTED PROPERTY OWNERS TOMAINTAIN THE REQUIRED SIGHT DISTANCE.

3. UPON COMPLETION OF THE CONSTRUCTION OF THE SIDEWALK OR MULTI-USE PATH ACROSS THIS PROJECT'S FRONTAGE ANDPHYSICAL CONNECTION TO ADJACENT EXISTING FACILITIES, THE DEVELOPER, THE PROPERTY OWNERS OR BOTH ASSOCIATED WITHTHIS PROJECT, SHALL BE RESPONSIBLE TO REMOVE ANY EXISTING ROAD TIE-IN CONNECTIONS LOCATED ALONG ADJACENTPROPERTIES, AND RESTORE THE AREA TO GRASS. SUCH ACTIONS SHALL BE COMPLETED, IN CONFORMANCE WITH DELDOT'S"SIDEWALK/MULTI-USE PATH TERMINATION POLICY".

4. THE SIDEWALK SHALL BE THE RESPONSIBILITY OF THE DEVELOPER, THE PROPERTY OWNERS OR BOTHWITHIN THIS SUBDIVISION. THESTATE OF DELAWARE ASSUMES NO RESPONSIBILITY FOR THE FUTURE MAINTENANCE FOR THE SIDEWALK.

5. ALL LOTS SHALL HAVE ACCESS FROM THE INTERNAL SUBDIVISION STREET. EACH LOT WILL BE PERMITTED TO HAVE ONLY ONE ACCESSPOINT TO SERVE THE ENTIRE PARCEL. HORSESHOE DRIVEWAYS WILL NOT BE PERMITTED. DRIVEWAYS WILL NOT BE PERMITTED TO BEPLACED AT CATCH BASIN LOCATIONS.

6. THERE SHALL BE AT LEAST 600 SQUARE FEET OF LIVING SPACE WITHIN EACH UNIT

7. EACH BUILDING SHALL CONTAIN NO MORE THAN 2 STORIES.

8. NO UNIT SHALL CONTAIN MORE THAN 2 BEDROOMS.

9. A RESIDENT MANAGER SHALL LIVE ON SITE.

10. EXISTING BERM AND TREES ALONG THE WESTERN PROPERTY LINE SHALL REMAIN, IF THE EXISTING TREES DIE THEY WILL BE REPLACEDWITH 6' TALL EVERGREENS.

11. A FENCE SHALL BE INSTALLED ALONG THE WESTERN PROPERTY LINE.

TYPICAL TRASH ENCLOSUREN.T.S.

Concrete Sidewalk Detailnot to scale

*VARIES (SEE NOTE)

CLASS B CONCRETE, 3000 PSI

** GABC(SEE NOTE)

PROOF ROLLED AND COMPACTED SUBGRADETO 95% OF ASTM D1557

* STANDARD SIDEWALK SHALL BE 4" THICK. FORDEPRESSED AND TRANSITION AREA, THE SIDEWALK SHALLBE 6" THICK.** STANDARD SIDEWALK OF 4" THICKNESS SHALL BEPLACED OVER 4" GABC-TYPE B. SIDEWALK FOR DEPRESSEDAND TRANSITION AREA OF 6" THICKNESS SHALL BE PLACEDOVER 6" GABC-TYPE B.

NOTES:1) MARK IN 5' SQUARES, USE CORK EXPANSION JOINTS ATINTERVALS NOT GREATER THEN 15'.2) CONCRETE SIDEWALKS SHALL BE CONSTRUCTED AS PER DELDOTSPECIFICATIONS.3) SIDEWALK TO BE CONSTRUCTED AT GRADE. SLOPE OF SIDEWALKSHALL BE AT A 1.5% SLOPE WITH A 2% MAX/1% MIN IN ORDER TOASSURE POSITIVE DRAINAGE.

2" WMA, SUPERPAVE TYPE C, PG

64-22, 160 GYRATIONS (CARBONATE

STONE) (401801)

3" WMA SUPERPAVE TYPE B, PG 64-22.

160 GYRATIONS (401810)

8" GABC (302005)

not to scale

COMPACTED SUBGRADE (95% MOD.PROCTOR DENSITY ASTM D1557)

TYPICAL PAVEMENT SECTION

LIGHT DETAILFloodPak - FPL by Stonco

N.T.S.

CROSS SECTION SHARED USE PATHN.T.S.