Design Review Board (linked)

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ee il | ? ; | | eel sais : | INSPECTION PORTS SHALL HAVE A GEOMATRIX RISER | BY _ x | EXISTING SPOT GRADE Hace
AND THREADED CAP TO. WITHIN 12” OF FINISHED ; a ta OF tal om
GRADE. CONTRACTOR SHALL VERIFY SEPTIC TANK IS _ ; * et PROPOSED SPOT GRADE Buti og
ey WATERTIGHT PRIOR TO INSTALLATION. == . | ! ae bee a5."
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1. THIS PLAN WAS COMPILED USING THE FOLLOWING REFERENCE MAP: — my . ; . ee es ae RS "
A) A CLASS A-2 SURVEY MAP ENTITLED “COMPILATION SURVEY, LAND BELONGING TO: TIMOTHY | . ee Se
CLIFFORD CONDERINO, 1151R HARTFORD TURNPIKE, WATERFORD, CONNECTICUT”, SCALE: x Aen ee See gare 4
1°=100', DATED: SEPTEMBER 6, 2021, PREPARED BY FLOREK SURVEYING, LLC. a ene, ae
2. ARCHITECTURAL PLANS ENTITLED “PROPOSED RESIDENCE, FOR: ADAMS BUILDERS, — 200 GREAT / “| 2°PROPOSED DRIVE .
"NECK RD, WATERFORD, CT SET” DATED FEBRUARY 24, 2021, POP on he ee eee eg ey 0 "et cee . oe Oe 4 | (20% MAX. SLOPE) |-“_
3. THE APPLICANT IS TIMOTHY CLIFFORD CONDERINO OF 1151 HARTFORD TURNPIKE, WATERFORD, CT zg . . re oe “" ; ‘ ; a F a. 4 g
06385. ee sa" ; ‘ a Sa ee ss ; nly sere eo a y sg
4. THE SUBJECT PARCEL IS IDENTIFIED AS LOT 3327 ON TAX ASSESSOR'S MAP 38. THE DEED cant fe Gee cae ff Pd J # ae ee ees O.
REFERENCE OF THE PROPERTY IS VOLUME 1191 PAGE 167. THE AREA OF THE PARCEL IS ae ee ore ek 3 y sn Fe Ps ff ae
2,779,128 S.F. OR 63.8 ACRES. s - ; ; te . i Fs F / is fi J ances # if’ ae / af / ae Pe ra}
5, THE SUBJECT PROPERTY |S LOCATED WITHIN THE RURAL RESIDENTIAL 'RU120’ ZONING DISTRICT. ; Bee og Pag eg / J Ps PACS ee a oe dee
6. THE APPLICANT IS PROPOSING TO CONSTRUCT A 3-BEDROOM HOUSE, A DRIVEWAY, A 100% | cee Mee ee mee | rs oe ff ef Pas. fe ie
HEALTH CODE-COMPLIANT SEPTIC SYSTEM AND OTHER ASSOCIATED IMPROVEMENTS. ‘ | ; tee ee Mer eet | r i ae es as Pog ge hig
7. THE PURPOSE OF THIS PLAN IS FOR REVIEW BY LEDGE LIGHT HEALTH DISTRICT TO DEMONSTATE A . . bop edo 2 a%g ' ' 7 eo oe Or Sd ee ae oe es
100% HEALTH CODE COMPLIANT SEPTIC SYSTEM. poe a / a fe sh Be ee hE eee
8. THIS PROPERTY WILL BE SERVED BY A PRIVATE WELL AND A _SuBsuReNCe SEWAGE DISPOSAL EXISTING BOX < ope hs ee Pt eae A eee pu! os
-' SYSTEM. THERE ARE NO KNOWN WELLS WITHIN 75 FEET OF PROPOSED SYSTEM. SE 7 ee ae fe : ; , i ae eae ae
‘THERE ARE NO KNOWN SEPTIC SYSTEMS WITHIN 75° OF THE PROPOSED WELL. = ce "al ee ay ie Ge eerie eee cheer gh ee a ee a ae er ee ee
9. REFER TO. ARCHITECTURAL DRAWINGS FOR ADDITIONAL PROPOSED BUILDING INFORMATION (REF 8). J i: fi ' ' of Ae coe eo ee ee Bae? ies | “PROPOSED Teworsiy ‘ ?
Np a oie oe Jee ta ec ae ee Lf oO ge SAIL STOCKPILE AREA aan,
t | @ ! ! ! t : ' H oe a ee ris & ““ ¢ Pa a 2 o of & -
. 4. THE LOCATIONS OF UNDERGROUND UTILITIES: SHOWN HEREON ARE BASED ON FIELD LOCATIONS AND i ee a ee ee ee a eo tae ee a” fT / - -_
INFORMATION PROVIDED BY OTHERS. THEIR ACTUAL LOCATION MAY VARY FROM THOSE INDICATED re ee ee ee er a a A cee ee A ae A eg X/
AND ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN: THE CONTRACTOR SHALL CONTACT CALL a ce oe oe oc et ee ee a ce ae ee “ABS PROPOSED RETAINING WALL En © 2
BEFORE YOU DIG” AT 800-922-4455 TO MARK OUT ALL UNDERGROUND UTILITIES A MINIMUM OF 3 a a aie Ie ae ad 2 A a a NG a ae ca a ce a he ee , ar
BUSINESS DAYS PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY. CONTRACTOR SHALL VERIFY Pop PE EE PE PEE ASS Bf Fo Oe i
ALL LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE Bapeeee fen oe FAs ; Fr _
CONTRACTOR SHALL ADHERE TO ALL APPLICABLE TOWN OF WATERFORD STANDARDS AND Pee ee ete flee a Pe (ee oc
REGULATIONS. ee fy ' | or or oe lee eee ’ P ®
: ‘agli di haad ds ; F is te ot i fo ' t ! r] 4 / s am
2, ALL UTILITIES SHALL BE INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS AND. SPECIFICATIONS ! foe oe ee ae Pa oo? ra ie } A ia |
OF THE TOWN OF WATERFORD AND THE CUSTODIAL UTILITY COMPANIES. ALL UTILITY TRENCHES Pe AP pe he 2 oF ee ee - woe
SHALL BE. NO. LESS THAN 5 FEET FROM THE SEPTIC SYSTEM AND NOT BACKFILLED WITH FREE ee ee eee ee a oe ae de ee a Vi Yoo F a Z .
DRAINING MATERIAL. ALL. WATER LINES SHALL BE A MINIMUM OF 10 FEET FROM ANY PART. OF THE a ae ee eae ee - iv ;
SEPTIC. SYSTEM OR SLEEVED ACCORDINGLY. Poe oie e Pep ee eg : ae ;
3. ALL PROPERTY LUNES SHALL BE VERIFIED IN THE FIELD. NO PRIVATE PROPERTY SHALL BE oe ae dae er ae ae ee ae ‘> ’ | ST
DISTURBED UNLESS PROPER RIGHTS ARE OBTAINED PRIOR TO CONSTRUCTION. ed giged go ae ee es
4. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. THE . pe Bod ie oe ode, i ie gt ‘| oO i a | a
CONTRACTOR SHALL CONFIRM AND ABIDE BY ANY APPLICABLE ‘NO HAMMER’ TIME PERIODS OF THE * Cele lie ae eae, ee gs eS P e
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COMMUNITY. : . : 4 ‘ d : ; ., : / i f / i ra i; y ; 4 EXISTING STAKE 
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5. THE CONTRACTOR SHALL OBTAIN, REVIEW AND ADHERE TO, ALL REQUIREMENTS AND ANY CONDITIONS (EXISTING STAKESA ff ff - Paar s =
OF APPROVAL OF THE TOWN OF WATERFORD AND/OR LLHD. ie ey ier PANS $f f Paha a a ie 2 o
6. THE CONTRACTOR. SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES fae eee ae a ae il ae ee a \ / aa 6 oO
FROM ANY. EROSION AND/OR SEDIMENTATION. SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE fof ff | 1-4 | pROPOSED’ GENERATOR -~_/’ Fra 1 SNL
_ SITE PLAN. SILT FENCE. SHALL BE MAINTAINED. THROUGHOUT THE DURATION OF CONSTRUCTION. — . Co fw ff | F (SEE CONST. NOTE $8) ae o al
7. ALL EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED. THE CONTRACTOR SHALL GRADE THE oe a J i foe?" pasnieéx,! ; 3 4 iw A sf 5° = o
PROPERTY IN SUCH'A MANNER TO MAINTAIN EXISTING LOCAL DRAINAGE PATTERNS AND TO PREVENT : ron oe ae PAINTED Roe ---- : { yf jase
EXCESS RUNOFF AND/OR PONDING ON ADJACENT PROPERTIES BOTH DURING AND AFTER / _eyIsTING. ff tt ¢ £4? S(O BE REMOVED) / “ : 4 y : = =
eM, : 7 ELECTRICAL FENCE 4 fof fof ff fof ae Ge “| ;
8. GENERAL LOT GRADING AND. THE FINISHED FLOOR ELEVATION OF THE PROPOSED HOUSE AND THE Re a NE ES a er ee ee / 1 PROPOSED DECK AND —+ : = O yr
SLAB ELEVATION OF THE PROPOSED GARAGE ARE BASED ON AVAILABLE INFORMATION. THESE . {ee Fee FP ee Fog F STEPS TO GRADE / rie oO |
ELEVATIONS. MAY BE ADJUSTED BY THE CONTRACTOR TO CONFORM TO ACTUAL FIELD CONDITIONS f fae tag os ae i ae ae eet es pe mec 8 s .
UPON REVIEW AND APPROVAL OF THE DESIGN ENGINEER. d fey Pe ri y i ja Un ae ee ee Peaross. aff ' el & roy
9. PROPOSED A/C UNITS, UNDERGROUND SOO-GALLON PROPANE TANK AND GENERATOR SHALL GE ie fay hr nt 7 Pap gpa ag ee gee a aR 4 = E - O
INSTALLED IN STRICT CONFORMANCE WITH ALL APPLICABLE CODES, SPECIFICATIONS AND REQUIRED ee Oe elie of ee ee ae ee se ue Wie sa
SEPARATION DISTANCES. ee ie ee eee ee oe ri 2 Q
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re GRAVEL. DRIVE Vv ‘ ’ 7 ape, act 30’ SIDE_YARD -——— 7 ‘ _. 2}. TEMPORARY SOIL «: | *.....
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EXISTING BOX NOTES: PLAN VIEW |
WIRE FENCE : .| 1. APPLY SEMPORARY SEED MIXTURE TO PILES IF THEY WILL NOT BE DISTURBED FOR MORE
- : 2. ALL SILT FENCE SHALL BE INSPECTED PERIODICALLY AND AFTER ALL RAINFALL EVENTS.
| REPAIRS SHALL BE MADE MMEDIATELY TO KEEP THE SILTATION CONTROL BARRIER EFFECTIVE.
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