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HomeMy WebLinkAboutSUB201500150 Plat 2015-11-04GENERAL NOTES OWNER/DEVELOPER: SM CHARLOTTESVILLE, LLC 11111 SUNSET HILLS ROAD, SUITE 200 RESTON, VA 20190 CONTACT: JESS ACHENBACH 434142.4802 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: SCOTT COLLINS, PE 434.293.3219 TAX PARCEL #: 093A5 -00 -00 -00100 (DB 4490, PG 207) TOTAL ACREAGE: 38.83 AC. PORTION OF 48.65 AC. PARCEL ( GLENMORE K2B LOTS 916 SHALL BE REMOVED FROM THIS PARCEL) ZONING: PLANNED RESIDENTIAL DEVELOPMENT(ZMA 2006- 00016) PROPOSED USE: RESIDENTIAL 62 SINGLE FAMILY DETACHED LOTS PHASING', THIS WILL BE A PHASED DEVELOPMENT WITH PROPOSED 3 PHASES HEIGHT: DO NOT EXCEED 2.5 STORIES PARKING: 2 OFF - STREET SPACES PROVIDED ON EACH LOT DRAINAGE DISTRICT: RIVANNA RIVER WATERSHED: MIDDLE RIVANNA RIVER UTILITIES: DEVELOPMENT SHALL BE SERVED BY COUNTY WATER AND SEWER TOPOGRAPHY'. JAMES H BELL 3R, PC (USGS DATUM) DATE OF PHOTOGRAPHY - FEBRUARY 22, 1998 DATE OF COMPILATION - MARCH 12, 1998 ROUDABUSH, GALE &ASSOCIATES AS BUILT CONDITIONS FROM GLENMORE PERIMETER ROAD AS -BUILD ROAD AND UTILITY PLANS - CARROLL CREEK ROAD AND FARRINGDON ROAD PLANS DATED APRIL 4, 2008, TOPOGRAPHY VERIFIED WITH FIELD SURVEY ON JULY T, 2014 BY ROUDABUSH, GALE & ASSOCIATES. DATUM'. DAVID 29 BENCHMARK', EXISTING SANITARY MANHOLE TO 7-A 70P-278.17 A EXISTING FIRE HYDRANT (SEE EX. CONDITIONS) CRITICAL SLOPES'. PRESERVED SLOPES ARE SHOWN ON THE APPLICATION PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY MANAGED AND PRESERVED SLOPE OVERLAY. FLOODPLAIN: A PORTION OF THIS PROJECT IS LOCATED WITHIN ZONE A' AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 51003CO450D AND 51003CO475D. EFFECTIVE DATE: FEBRUARY 4, 2005, DEVELOPMENT DENSITI: 62 LOTS/38.83 AS = 1.60 DU/AC SETBACKS: FRONT - 25'MINIM HE (REZONING ALLOWS A REDUCTION TO OR) SIDE - 30' MINIMUM (MINIMUM SIDE YARD IS BASED ON FIRE/RE5CUE REQUIREMENTS. REZONING ALLOWS 3' MINIMUM SIDE YARD.) REAR - 20'MINIMUM AREA SUMMARIES: LOTS- 14.85AC RIGHT OF WAY - MID AC OPEN SPACE -19.92 AC TOTAL AREA - 38.83 AC LOT SUMMARY: GLENMORE SECTION K2 TOTAL APPROVED LOTS: 110 LOTS APPROVED/RECORDED LOTS 1 -0'. BLOTS Cdr -APPRWEEBRIEC TIDED- : 1 LOT LOT 28: 1 LOT a�1 APPROVED /RELORDEp LOTS 24D & 29'. 5 LOTS K2LA2PR0- YE & {OT5 ✓�-- -- -x_26 LOTS TOTAL LOTS REMAINING', 62 LOTS LOTS PROPOSED WITH THIS DEVELOPMENT: 62 LOTS TRIP GENERATION (FEE BELL EDITION) 62 SINGLE FAMILY LOTS (CODE BUD) ADT -612 (3061N / 306 OUT) AM PEAK HOUR-48 (121N 136 OUT) PM PEAK HOUR= 65 (41 IN / 24 OUT) NOTES', ALL LOTS CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4,2,1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. ALL LOTS ARE ASSIGNED ONE DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PARCEL. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL- FORESTRAL DISTRICT. THIS SITE IS NOT LOCATED WITHIN A WATER SUPPLY WATERSHED. THERE WILL BE NO OUTDOOR LIGHTING ABOVE 3.000 LINENS. TRASH RECEPTACLES SHALL BE LOCATED ON THE INDIVIDUAL LOTS. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE OPEN SPACE SHALL BE OWNED AND MAINTAINED BY GLENMORE HOMEOWNERS ASSOCIATION. THIS PROPERTY 15 LOCATED WITHIN A DAM INUNDATION ZONE. THE INUNDATION AREA IS SHOWN ON THE APPLICATION PLAN. THE FINISHED FLOORS OF THE PROPOSED DEVELOPMENT WILL BE LOCATED HIGHER THAN THE INUNDATION ZONE ELEVATION. NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. ANY LANDSCAPING SHALL BE PROVIDED WITH THE FINAL PLAN. SDS dtal rype� RX ea U APpr" by the .ow / O -Ft P B'J US 0 2015__ -_ �1�''IIYm`hPv12�S 0 111111 PRELIMINARY SUBDIVISION PLAT SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 100' VICINITY MAP SCALE: 1" = 2000' %�ln TLL OpII S p QCOPT R. COLLIAFZ 'J No_ '35%91 2 q RC A iUT$ 9TOKhi. 0 E- a SHEET LEGEND 0 INDEX L -- -1 EXISTING CULVERT PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EARTH DITCH EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION HEDGE). THIS CULVERT TITLE SHEET COVER SHEET 1 EXISTING CONDITIONS 2 OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO GRADING & DRAINAGE PLAN 4 BOOT UNLESS OTHERWISE NOTED. NOTES & DETAILS 5 EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION BENCH MARK ZONING REQUIREMENTS 6 CHAR rY LC­ YI TOTAL SHEETS 6 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE 152: 1(HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES CLEARING LIMITS CURB & GUTTER 6. PAVED, RIP -RAP OR STABILIZATION MAT LINE DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN F 7. EC -3A DITCH - 'm - - - - -- - EXISTING CONTOUR UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. DEPRI OF EC -3A DITCH ror � PROPOSED CONTOUR EC -2 0 /TCH n.� 56 PROPOSED SPOT ELEVATION 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TD ANY GEN DENOffS TOP/BACK OF CURB DEPTH OF EC -2 DITCH TER DENOTES TOE OF BOX %�ln TLL OpII S p QCOPT R. COLLIAFZ 'J No_ '35%91 2 q RC A iUT$ 9TOKhi. 0 E- a SHEET 0 INDEX 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION HEDGE). THIS TITLE SHEET COVER SHEET 1 EXISTING CONDITIONS 2 OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. LAYOUT & UTILITY PLAN 3 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF GRADING & DRAINAGE PLAN 4 BOOT UNLESS OTHERWISE NOTED. NOTES & DETAILS 5 EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION It ZONING REQUIREMENTS 6 CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. TOTAL SHEETS 6 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. (T r 07 C7 OJ N M qj W >; p =° L.% e I`= 0 GENERALCONSTRUCTION NOTES: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION HEDGE). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT TH E REQUIREMENTS OF THE PERMIT , WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF BOOT UNLESS OTHERWISE NOTED. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE 152: 1(HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINE DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, R IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR PRIVATE STREETS: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TD ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION DUCH). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. �„ 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WRHINTHE DEVELOPMENT WILL BE MADE BY THE COUNTY. 112066 THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296 -5061) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF ORGY. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), 4, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROS ION SHEET No CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGWDE, THE CONTRACTOR SHALL HAVE CIA TESTS PERFORMED ON THE SUBGRADE SOIL THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE 152:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO Ln BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO BOUNDARY LINE OR A NATURAL WATERCOURSE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WE EN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR 5 DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO SHOT DO9N, ]0. ORAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOi WHERE STANDARDS PE -1. 11. PAVED, RIP - RAP, OR STABILIZATION MAT LINED DUCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'5 DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL 0 RESIDENTIAL SUBDIVISION STREETS. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO, EXCEPTIONS WILL NOT BE ALLOWED. ■ 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER V AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO 'ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS '\ THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF SIGNS UNTIL ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL IS SUB) ECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WH EN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. (T r 07 C7 OJ N M qj W >; p =° L.% e I`= J cD F. JOB NO, 112066 > SHOWN SHEET No 1 _ e E ;,Y _'d 4J:. x ry / ,> -_,_N 850229° W \ EXISTING ROADSIDE �I TRIP as3 rc�ortww6 r:�'15;1'H Op'I / 2 4Q , / 142,02' EDITCH(TYPICAL ON I OWNER GREGORY, LARRY EOROOROTHYS TI I I IT Golf p ADDRESS 93StAYLGRB GAP RGAG �` `L / CARROLLCREEK RED ' D "' NORTH UARDEN, VA PRB6B scCO �- .I zowNG c aPLLU._ / TJ - - /a. -.I i r4 I �O m h V _ - 3 E�IPS a eoI e ,� (( GIf'I w_ - r ,fib 4lproa w Do IFI Q � . - / / TT, � 6 v / I I/ �- N- 844843" W IC IT Vol b W SIC v 7 ea �a O - °�' -s 88104'59^ .._� FTE - ,,' ; , / 65� 80.40' L -Bt 29' 83 ]3' L �' 239835 /� t 15042 _ /j/ / ip 2T5' _S 8448'43 H 1 - o ' i r / 01, _ d -- / 4VS y� p / C� / ��, c �� - y TT MP ama0a �6 3,�q� W �" �0 /x V ' - o �1V .' - / GLENMORE KZC PHASE I [ DEVELOPMENT 9 c° y, V .�` -� `� u/ ,ra _ /, / zo� Nc.e..pdc vw xm56�A Lsu1rei96 S �g�e ELO MENT wT 1 - USE ° �ry / 1� GaiPG RE IseNna%E ° �` REA G lT (0 IF %025 W ,3 OM 0ANS VIONDEVE ,OIL ITT o / / snNROV OH DEaono h�ENT TO �y ,r / ' W ' s5 wHnHLO elswLt6 vA ass0a / / � :' EI ©��Biq� �" �' / �o � UK `0 � I wr is l 1 1, G AC G, 1 42asaz89 (j RA OIL/ // 7 Bs w / ' / A VACANT Z �'/ / `/ - ,O / �° S I IT L �/ IT tr l / X/ �� r :I'EXIS'TING SANITARY SSW /� - , IIr .•4 ,! L % AND EASEMENT a! '- A10' S W o U IFT ILL UP af 0 �0 Z % DA2H2PG i I I I ii ,T N k ' / 4, Sol Rz 5 LOT 14 k �. i IT / / OW GLEMM000W1� v j OWNER. SEEKS COUNTRY LW R, LTC OW G CHARL000ES �' GLENM0RE KaB LOTS a6 �/ , ACREAGE 25 >66 AC i I W ER SML O(TEEVILLE LLC TO BE PLATTED AND REMOVED ' , O ZONING: PRE U RX F �. / DRESS so,v 9os RGSRTEZ6o - I'..... FROM THE SUBJECT PARCEL /, 1 /• ` IT 6 _ OB /PG <69'0601 'EXISTNGa O YEAR ACREAGE L USE LGNNiRV CLUB ' jFLOODPiAw ! NaPC: ANN; °�` L >b' �NI / Lm la I� III III U. ED ��. EXISTING II: �I I Z O 0 V � � EXISTING¢oo' l -_ ° / IL E S' hTENTTRI P - �_ STREAM BUFFER -- ;o _ EXISTTNG4ORE KILO 5916 m d 0 TFALL� �' _ ' .IEAZ&MENTTO BE VACATED AS \� / \ _ I� NECESSARY FOR THEPR0P0SED ' 4 DESIGN I_ �J _ IT ED / H --'- ,I d ti E51 I. \ / wT,z seml Xze 1 TRNLwAYQYPSTEAN� \.. . / i I / / �/ m \ TRIP ` GRAS RE 6'., N IT " E _ ',.�4 "'0 ' gO BE VACATED AS'NM ACREAGE 402AD A6s6o «f .�� / / ' � J61/ � PROPASEDYIMPROVEMENTS ZONING ���y {� ESSEX VACANT al /, V I I SS - %,J MER SANSGNE DEVELOPMENTLLC !y ! - - K `�� / i �F�I "I IT � 1 °O _ � i / / GLENMO ANKITfekYOSEWER / /f`I o � i,'/ LOT / A / _. 1 T, Co ST / yl� /J ! 4 ,... �,.5T ATE DAM BREAK _. / / / �'� /� /, / \ I A I ��__ ). '. M STEEP SLOPS UNDATIONZONE ` > TELEV Soy - / T T / ® N OFF t L EXISTING PRESERVED 1, IT F �„ / _ i f l � �A � � , l I I ITT �: / o / T40 TOP, 09TA5626A60200 I Ot y LL _ / / / OWNER. SANSOmLN GEVELOPIJIENT LLC N y3 I "�. -- EXISTING WETLAND _ - " FXISTI Gmo-YEAR _ / ACREAGE _ L N I ISTING STREAM -- _ _ -_ _ �: I : �. ,, ZONING a75ACARSns EXISTING STREAM __ _ - v � DRAG 3s638sa Q S FLOODPLAIN -- - _ A 0 � l Vr 7/ usE_ VACANT EXISTING 2o ACSA IT ^� yy If �� )7 / I Lu V Y E US 4237, RG 3223 ESMi _ _ / _p rj5' J \� EXISTING�ANITARY SEWER DB 28 � T X L A �/ ' S S % J [ 4¢31 EG3 3¢8 _ pOn y ., T [pp A _ , A i u� APPEASEMENT 3i - _ s_Q% i A.$!_/ _T A., ,/ A VI`� �S� i L? DR. 842 PG S075 alc. \ — 1STING PRESERVED !\ 56q 46 }%� \.. \\ \ / F.`\ I \1%/. / ; KALE o� I ` -- ' — - STEEP SLOPES i_ \� X� J� ,�- `\ \ xx� LoT9 /�' / �P. �,PYIIC(� IF I r o - : G �. 1 „o L o Z I d)/ _ -T „ ' _.c 1 i/ - vx. v' � _ +. "OWER 514151 L-0&Cbfl06 _ �' i\� Y , '.! %� �� -- -- c - `; C / owueR slncu OT{ESVnIT it ? ., v'. �L' /. / ) EXISTING PRESERVED _ �Y ]p �p _ <�� j E SLOPES EXISTING SANITARY SEWWER +.' „„ R i f'.. / e , ENUR& 31x92 y'�' d ° : \ -; // 6F6D160. h'PC]T ) - • ,, > ,, / NI�sLEYEROLEg1..tL 6E; II. I AND EASEMENT IT}'2£„ 'j ”' - VSE VACANT EXISTING �p ' \ i / %, i -.y ¢ C L G_< L /STEEP ... _ «ER g cH b �1. �� L nDRn nRra E / y AR G ket RL SED ENTTRAP \\ / / LEARN L 461 SAW J / '` \� _ 5 <, MPG JR13/392 G �\ MDLITFALL � � </ USE RESIDENCES ' I / / MP O8 6 q'60q USE VACANT J' / / / T W , , T - _ i�� res L ' �2. /�j�. ��' •`• �� 5� 5� DW�PALOMARES, LFlRLO6 ..� - LLLL �vv. 9 ' f kG'OIL 5' i - ZONING: PRD - L 110 DREG, 4490DO / / TMP 6eaAS,kzN BIRO Dsfi. RERIEENTUV % - L , / ', ." i ' ii GANEF rAMMAREB LMws i Ed Ff USE RESIDENTIAL IT I IT vPG 43ssn2� % / IT AGREED, IT ZONING PER /, / r A T / / fn ,/� TMP. 69aA5K -0S 6W06 IT ' X / 'h W i �_ . OWNER L XW NG J kPi f `. li '/ v, A Y�I ABR ZI113AC / / / /��� �� '� � T ; , \ ZONING LED C�H E EE HIS SHEE�� W �� A „ A A� C' EXISTING y' Daac RESIDENTIAL MfYT L�I V ' J , ,� ? ' \ STORMWATER \ _ •� OWNER JONES OWM61� L ��'/ TMP' 0940600000 L /� V A MANAGEMENT I/ TM JONES, WARD IT 0 V+ 7 °, / A A G 1 fi L / /. T / OWNER AUSTIN RICHARD __ y IT : / A A o \\ �. p V � j ! �/. ACREAGE 2126A /�`. �I IT V A A O fJ y9 : „ TU /P Q611120. T P ZONING RURALA EAS -PRD I '>' T USE RESIDENTIAL % /�� OS /P6' XV I / A 4A OWNER YU 2HIMIN' / -- N BB 44'34 P / F / / / �. I ..�} 18.87' L IT ' TMP 09]ASNRAIR-06260 : l G' i / / / �. i i j Y o m..l BE PG ACREAGE mG19 FIT / / / USE VACANT R 1 F i eon3.rc 69 g'I 1 V : FILL xoNGG. PER / / i BU. rs9w P 9,.I USE RESIN €NTIAL \ i d i a I Rrt rvpFmt V / i. _ ITT / f f ,r( - 1 IMP 99aASkzAD 0006: \ \ �•. /j' / :S OWNER: s HARLOTTZILLE LLD \ /" j -L / f / .. GLENM0REK2BL0TSi -8 i y/„ CR ALe Ac `� / //i L ..' ✓ \ ' \EXIST AR WIDTH STORMWATER / �� OVER AD 4s13rf92 \ l\ / //% % _. / / I ",. PLACEMENT EASEMENT / TMP 9100 MgTKHLIfJE' SEEITHIS siiEEr ,' _ �`v 1/ A rS _� — — I ✓, / Ln O I o I z 0 U C7 I Z T Lu Ta F 2066 1 1-11 1" 60' SHE No 7 n r 0 OD J L) LOT NUMBS LOTAREA (so 1 11,884 2 12186 3 _P 4 10,203 NOTES . i. CONTRACTOR INROADLE CONNECTIONS UNDER EEROF � II \'� UV.G 11,266 8 10,400 �a 10,400 AOR °j CONSTRUCTION CO TRAC OR IS R- SONG IS RESPONSIBLE FOR NOTIFYTGANY ENGI ES ENGINEER.CONTRACT 10,400 11 11,259 If BETWEEN THEE EDROADS, EDGE OF CONTRACTOR THE STATE DAM BREAK BETWEEN THE EXISTING ROADS AND \OR PROPOSED ROADS, EDGE OF PAVEMENT CONTRACTOR SHALL ROADS ALL FINISHED FLOORS OF THE HOUSES SHALL BEAMINIGRA T T 10,771 CE tf INUNDATION GRADING FOR CONTACT ENGINEER TO INSPECT EP AND ROADWAYTIHNS TO EXISTING ROADS, PRIOR TO ANY CON CRETE INUNDATION LEVEL ELEVATION. SEE SHEETS FOR PROPOSED GRADING FOR LOOT$ z325, AND LOTS 3a AND 31. IZ204 16 ^UII' 12 C OR PAVEMENT BEING PLACED. GHAPH1C SCETF IS 11,671 o li O OI IJAE7 2. CONTRACTOR SHALL VERIFY EJP ELEVATIONS ADJACENT TOTH E SANITARY SEWER MANHOLES TO ENSURE / ( I'I Ro. 35 Ot P TOPS ELEVATIONS. / ARE THAT MANHOLE CONSISTENT ADJACENT PROPOSED < 9,495 24 .� ALL PROVIDE ENGINEER SURVEY ALL ROADWAYS, �0 3 CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALLROADWAVS, MANHOLE TOPS AND / 9,844 �� Hs H_ DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF FIE, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING 28 9,803 4`Y`y OH.E y;�\ FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION _COLLINS BEA IN EERING SHALL VERIFY ALL SURVEY / ( L 12,910 LE /1 SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION / 13,361 33 12,122 34 Li 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. " 35 36 9,011 37 9,W5 38 9,283 39 10,255 40 3,990 41 10,378 42 9,895 43 9,627 ETILI 45 9,417 46 9,269 471 8,950 481 8,758 49 10,187 50 8925 51 10586 52 9,874 53 11,186 54 11,691 55 i 56 9,251 9 8966 58 13,162 59 10,353 60 a8n 61 10,425 62 10148 7 n r 0 OD J L) LOT NUMBS LOTAREA (so 1 11,884 2 12186 3 11,20] 4 10,203 5 10,257 6 10,293 1 50' 11,266 8 10,400 9 10,400 10 10,400 11 11,259 1z 9,951 13 10,771 14 11,240 15 IZ204 16 11,699 12 9,902 IS 11,671 19 13,685 20 10,312 21 9,148 22 10,405 23 9,495 24 10121 25 9,844 26 10,123 27 9,221 28 9,803 29 9,570 30 10,472 31 12,910 32 13,361 33 12,122 34 9.547 35 9,886 36 9,011 37 9,W5 38 9,283 39 10,255 40 3,990 41 10,378 42 9,895 43 9,627 ETILI 45 9,417 46 9,269 471 8,950 481 8,758 49 10,187 50 8925 51 10586 52 9,874 53 11,186 54 11,691 55 11,110 56 9,251 9 8966 58 13,162 59 10,353 60 a8n 61 10,425 62 10148 / /(O (I L/ Golf FalEweY4 C - 1 4 ! 1 / `-goo -YEAR FLOODPLAIN Qcp " � / °`5 / LOTS EXISTING FIRE HYDRANT EI w 0 4 II': to if I PROPOSED e "DIWATERUN IP / \ ore Z\ I PROP05ED FT %° / )V A �: -� ROADSIDE (P)STREET( '�I F-{ { G' IS oa' STREAM BUFFER / A A DITCH (TYP.) SIGIJV o �P B (0� � /, / _ � � LOT 3 v _ - % / PHASE I ��fvv v ! �� _ RO / �� AD / V 1GIA vr� / Ad 20 EIP FJP �� Yl LOT Sa' RAW -RAW PROPOSED O it ju / - / /F // / _ MANAGEMENT \ WATE; \ \ \ j 3 °0 LATERAL TYP) EXISTINGHITDYP.) P STOP ( 1101 _ O O / __ _ - MAN i �� \� �� i� \ \� �� PROPOSEDSANITABY ^Dl wnrERUN E Lill /I V A �r r /' _ =� LOTS \ 3r., / As4 f :� I! if JC 1117 V �/I �IV ��� ✓ �� �/ 9' F_ 6 \ \� ��V WATERSERVICOEP(TYP� A\, o '� ��/ 0 �\ LOT 62 1- _ EXICTOINGZZ�WATERLINEI ES Tr y If RG VA� �.,., \ 4 rr \ sa. J \ l LOT6 \ 1 / e _ _ Ei z NI / i / LOTl / / \ s - -_ _ , \E LOT6 \ 0 / {� �I `, PROPOSED UTILITY \ % \ / / / y EASEMENT / 3 , s!' i - / / i \ $o. . No / of / s LOT 13 �e i Nm s i LOT mS V / PROPOSED FIRE HYDRANT � � \ � � � ,(I � a A --P BLOW nssEMBAV -- ( i \ °i �- /ter // R¢Pa,� ,. \ LOT q\// a f ^ \.l \ ^ LOT is III 1i / / w�% un �, 5j �� \,... LOT6o XX / /, / /'S /; /, / �_ - -� PHASE II -' - LOT 12 / �� A LO 8 vv \� ° � w�� � . /� LOT zz �z /�\ -LOT l.6l N E reae J m '/ e /..�, ` LOTy� \\o\ \ \� z� ^ePG // moo / LOT:Sg EE LOT z3� �A /y5j ti.. is �/ \� �\ - s' T, if / LoTz y - _ - / LOT 1D A Lor 14 �_� m <- o, V L. P A. .LOT 8 / ' '/ \zzo. / / Q a �� (�.I -�E LOT s, E \ W\ e° / ++' // 5 \ �_ __ / \ / _ ( � LOT 1s \ �o I I �T �P ! ILOTz �.T� �I LOT m 5/ ` ?, ` T� \.,.. \` / r.' T GN LOT 11 \ (�I PHASE III 4� / , OP s ✓ � � u \ � ., P V ,' � / � E � v eon l' �:: / - CN TREI �. d' / ' / El �� : / w�V '\ L � % SIGN o / ,/ LOT 1 \\ I c f PROPOSED STORMWATER _/ %\ S� \ _ ''S \ �� 9 \ \ {.. E\ EE{ ` 5 \GNS �SSP/ �.Q \5 E 3/ '\ / \ / \ SANITARYOSEWERJ ail N G C \ / CURRENTLY UNDER \ MANAGEMENT POND CELLS - / LOT 6 \ \ I If �o \- - \ \ LOT 25 �\ a� �y>• Esmr TDISTANCE j \ :LOT lB (c)sroP \� \ r/ O '/ °\A 5/ SS \\ coNSTRUCr1oN � �I LOT 13 L IT U ✓ 4 S �::: at, - - `T DISTANCE =a8a 2� „S.: 5�: StiiPi/ c -. w. LOT 8 \ N \O o\\ / /. LOT / - % " \ 13 �' \ \ Tq�C $. C' S - -- _ SIGH \ \O\ \ i' �� ` _'_� -L- Cam. (P)$IGHT DISTANCE m SIGN P` ¢° 4 / ' / e A rx e SGN� / v ._ e ( \ tiG LOT 26 ^ � �'..� ST �.-1� pL- GHTD)STA CCE�zBo :..d1 p LOT (4J / 9. 11 \ V / \ / �`"+.�� EASEMENT UTILITY _ /�. _ E { [ f/ h T7, A Vs. ✓ r -`- R Vp s "o E. Av LOT49:: �� R_S LOT : �VA Et, ( \ c \a' t R3 E svo �- LOT Z7 ia3 STREET s 4 A / - _ / - SIGN % ■ STREET Y V A / V� 54 i_- ,. R46 I /� A ��� LOT z8T \ �....� s v 4 / \ _ �4T o I I I / (P)sroP SIGN \ - � n I� � � s v A �/ � 1 � T38 LOT & / v � I t o V v / � � v E b v f2l �./ w (LOT SD / -r LOT 37 / f \ 46 / LOT 53 1�/ �/ IT ( ( F i :LOT 29 \. /� ^`^ �(� LOT / \ LOTy \ \N \ (LOT Si i ! S off 2 5 LOT li E III / O \ /. LOT 36 : a : _ .. Ell NX ) / '� LOT 30 / / T35 (. " ( sas u r LOT 44 \ ♦ A V L� - / O wr1,D L �! ( / f/ / / t �� , < 3 i �/ i, E �,! E ) k 1 EXISTING COE YEAR - E A $y '�.� s9: c° S V PHASE I / ) / FLOODPLAIN C�: ! zo \ / / A ( I ♦ / / ' ��� /'i v L ALL LOT 3� �-) LOT 31, \ LOT 1,2 LOT 43 / v v )A LOT 42 �'I - \ V / L i // �'� PHASE ITI �► vv / �' / / ! �' PROP05ED5T�RMWATER' MANAGEMENTPOND _ J h C i - _ / / % _ It LOT 33 / It It EJ E LOT 3z \ � � �- /�/ �� / No STREAM BUFFER \ \ �/ 1 Ag\ // �,- , -� PHASE II �'` v v /�� PRO POSED UTILITY EASEMENT / z J PROPOSED STORMWATER T i `( \f -T i _ MANAGEMENT POND (3 CELLS) i / lE A A /A� % � // E / i. /\ 1 \ / % /� / (I' f TVX /� / `INUNDATION ZONE �. %.' -i \ \! �i�l / \ \ TH / / STATE DAM BREAK F AJ / AT ELEV ,5' -zrA A H, /J �. �/ / / / A •5 L' •Y / p o lL R g i J I H I d1 I � , Ella I 0 1 G F E O i JOE NO. 112066 SE 1 50' SHEET NO. 3 VERDE RUnof"Redutllon themod pdarld e, Proposed B t[ Basin A Design 8Requirements p iesed Biveristentim Basin CS Design &Requirements EXTENDED DETENTION BA51N A M51GN & RILIDUIRMEMENTS I 4111 T. '. / 1 I' \ y'CH 0 Tied Li L nif or or R al sed 11 1 or 2 Deal CCCCC If Treptipall Vol nine An w red to r I AT 2 on, In 7,779 1 M, III loan Milan I of Tight Nol 15 556 ., co I ' ��� o� "�� ,arqua ReneR Rmeman MMhaa NI DwMD"mt WorksMe vi -June 2014 ¢w�.�,a DamN DTa N ��,II X71 - S M or - D.r '� r ` _ arez aa.aru czar ns�n.d Vol azo,r a Sz01'T R. OLLL \8 z so a earth in, P' / t= n° 'JTH1 S „ St Data 5 ary T � z, total I (all 13 bes a et75H '° R' ! I Po x pd,l s -. DRY po drams arvs A T A.5 Lam evmsummry �- � assszzs o e e,,asmss a n �aaeD e �i- •o• L : � Proposed St Management Fa[Ity G tl' g P pe d 5torwater Manag eni Fae(tYGratling _a'w - ._ - - _ :m _ � ., r D A A` .j . ' I I. I NER . I 6 j rc "OT �.• , In nl t., el FE a R,I 1 =0 4 1 . orded eo A o, wam m _ o m.armaao, 14 Son 11,1 ,o (III 0,1 s 329 75 Lesa Lasz 0 329 75 315 D 3 p r vo. BE z w e Jos 30001 J IN 7631 004 764 32 1 1307 , yACT n - ,e ,82 307 9, AGE 033 a qd s d 5 m,s t_aas - sse ? ICA nsu 5re z s am ADe opmel Tebent Va ume 5138 e r 3 2 ss UI go it) III s � p °nde °pmemlp l°etl h r) 2391 o w 9 x cx 342 1341 Poa Developmem TN tev r 20632 .3m 7129 IDnIIPLOm Retlarno Rwµ rJ ID') 13 ll P °Posed B °retent °n Basin B Design & Requirements SO T Til al s OWRI Ben dPurm 1054 M I t ADDRESS as a� WPnloVaLm aa RQb 14 ofebaloolfirl o aed Red M1w IDtal TN loedRdumon AF aedQ V 16,5 wm 7d / ACREAGE A 41 m aavaaded l + EEE fu Rod Deelpm¢nTPLwtlR r) ' ZONING. as CARGO PG 0.emen n PM1°sp o USE pi rpeabareanliptir ,ata Re itln L yrRe4 0 final w ry e aa,auo%wA -, rII Drainage Area SUmmary F LOT I n e_._.a eeme... Inalutdo ,.ind,. -n- b t Tc v 1 1491 L oa ttaaB ll 11 V CIA T H u ae tl .. 00 286 nil 7437 Elevation C 286 Ton IT 361 n 28B 12982 31997 I IT IT In DA 410AL LT V.1... - /A i cy Drairdapectregaligurn lance Summary argod I Y PI�ryu� I \/ LOT g .+ .. /� / � � 7 PROPOSED LEVEL 11 \ AD /s°'ST STORMWATER NARRATIVE BIDFILTERA i , % A\ \ ,08�/ STOFMWAIER RUNOFF SHALL B£ IREA)EO ON 11 THROUGH THE USE OF ]REEF LEVEL ll BIOFlLT£RS AND ONE LEVEL I -. �; _ CN ea / 3 0 D EXTENDED DETENTION FACILITY THE EXTENDED DETENTION FApLI]Y WILL CAPTURE DRAINAGE FROM THIS DEVELOPMENT AND =',/ �� PROPOSED THE GLENMORE K28 UPLAND L015. RUNOFF REDUCTION WILL BE PRO NOEO BY ALL OF THE PROPOSED STORY WATER — ' ---d n / � LOT ROADSIDE MANAGEMENT FACILITIES STORMWAIER DETENTION WILL BE ACHIEVED BY THE USE OF A DOWNSTREAM OEIENiION BASIN ON - ,- - �, � / \ \ \ 4 DITCH (TYPJ ( " -- EACH OIOgL IFR, AND ]HE EXTENDED DETENTION BASIN . - •° IY � FINAL DRY SWALE LANDSCAPING TO BE DETERMINED N1TH THE FINAL SITE PLAN PROPOSED VAR WIDTH ACCESS at .o Y ¢ - 2' *, \2. `. ��V C F _. /� ... / � ILL �ETORMWATER MANAGEMENT EASEMENT LOTS � � �' nV ✓` / }4 ii / �� l �� i ..� ����- 'e LOT �� � )SO - LOT 1 '% �, V y �� � %\ � `T\ 6 .' ��: ¢ h.. � ADDRESS ..2 a � , J IS � T \ I T - PROPOSED PHASE LINE. � / // \0T 6a '� USE ,� To' , ' STATE � / 3 67 LOT ' %� �/'� � IrvurvonnoN ZONE' ,/ %� COT Dy °. _ _. il' ; � � 5,� „� � �, AT ELEV. 3 04 / L- \ \ L / , , ;_ —' .' .� --' ✓l / I I I / - V r LOT 6D A f I sl I / ;. j / Lof I IT / ./; PHAS� II Lora \ \ y�i' 6 /� v� L , Y' � e LOT 22 LOT 16 "I � A ' � \\ LOTg A LOT Sg A A / (� >fi I. I \'\ / I jI I \ R / / Y♦ S � tl zs LOT lo' \ `!= f�z %°'r \ LOT 58( v I L � ill �i:. _LOPzo. Q I PHASE IIUi' :I ;LLD. I� �/ f LOT San Av A PHASE r� � / ass :�, ^/ � A Irl�l. I IT J / 1 � I� I � �I �/ �I, � I�g ;j II J.v / /m � � � � � I i �I v %. ,, � A ��, /A ✓ ___ // IIf � I I M d � � LOT sg da.�/ / Q L�JTII>.8 Tyn LOT: 8 \ � LOT 56; , 4 PRaposdo LEVew i �Y / _LOT 55 BbFILTER B I i � I I Da =4.ge AC � 1 j// V ART` ITT � }�I � � m 47 ��. � � D I � � Jet � / -- LOT 49. �' l j j W f{ � % %I TT i � � '.,. '' I,// ; , ,v � •.. :/ / � ".I� ,� / v. �� I ,V. \v ( / r ' _ �— -. . so � A. ��.. -: • � I 1' �A ". � %'i /'...� , y _ noh _.3-0 - -t� — oci: :. / � PROPOSED VAR. WIDTH ACCESS &�I ._ ---/ )' / % 1--1� I STORMWATER MANAGEMENT EASEMENT .LOT 45 1 >�\ L \ I;µ� � �--� �� �� ��� L H , / ,` /.%� O W / LOT L.T I'�.. LOT 4r5 \�- III � 2 N n LOT W 'LOT 36 -_LOT \ � ('/_ � �, Q 1 rk ,:.:: LOT 44 �', LOT 35 LOT I/ i� :D \ /� tEl(TENDED DETENTION ." W N ”. F-) I � � EAauTr W Y _ f IiI DA,7CBAC/ �� t"� � W '`_< ���. ^ \ ���b T � \ I ��! �♦ / '% to , EST �\ I�, l� LOT-4? \/ OT ,, / 1 1 /� J F I� -I� �I;O� \ \3i I LOT ��\ 7,' /l � W EE 'f re It BEER al pr po / \\ �( LOT 42 / ;_�� I ♦ I\ , sD�fr l�� Q �JL NIFICANT � �, ♦ IA >v rtN. �,/ (7 did DA A DA. B D.A. C D.A. D DA F Twal TPlmdRed (Ib � 363 6 0 5 lAfi 000 1350 TN lnetl Red. B6 ya 2386 3391 Y 6 P4 p,00 165.55 g Q Z ; D Q� d DOLD rLD MEM &��NDD Di T�URBANC�E� I I � \ 3 I-% LOT33. / CO PHASE III_ PR PERTV EXIST �TSIDE THEISMITS I � LOT 2 ' l // �- / / ;� �•1/ �I PROroseD LEVeLU , -.. //A �� ' G . � / � � PHASE II BIDHLTER L `, �:,/ DA 3nAC / � JOB rvDm F —SCALE 1 112066 Sid, � STATE DAM BREAK --77 � :' � � � SO' ,.. eo _ �INUNDATIONZONE � �E rv[fT NO AT ELEV_3oa In CIA, r, v L uav ILrsO "'�'``v � a{ l SHEET / o v L oa ttaaB ll 11 V CIA T H u ae tl .. 00 286 nil 7437 Elevation C 286 Ton IT 361 n 28B 12982 31997 I IT IT In DA 410AL LT V.1... - /A i cy Drairdapectregaligurn lance Summary argod I Y PI�ryu� I \/ LOT g .+ .. /� / � � 7 PROPOSED LEVEL 11 \ AD /s°'ST STORMWATER NARRATIVE BIDFILTERA i , % A\ \ ,08�/ STOFMWAIER RUNOFF SHALL B£ IREA)EO ON 11 THROUGH THE USE OF ]REEF LEVEL ll BIOFlLT£RS AND ONE LEVEL I -. �; _ CN ea / 3 0 D EXTENDED DETENTION FACILITY THE EXTENDED DETENTION FApLI]Y WILL CAPTURE DRAINAGE FROM THIS DEVELOPMENT AND =',/ �� PROPOSED THE GLENMORE K28 UPLAND L015. RUNOFF REDUCTION WILL BE PRO NOEO BY ALL OF THE PROPOSED STORY WATER — ' ---d n / � LOT ROADSIDE MANAGEMENT FACILITIES STORMWAIER DETENTION WILL BE ACHIEVED BY THE USE OF A DOWNSTREAM OEIENiION BASIN ON - ,- - �, � / \ \ \ 4 DITCH (TYPJ ( " -- EACH OIOgL IFR, AND ]HE EXTENDED DETENTION BASIN . - •° IY � FINAL DRY SWALE LANDSCAPING TO BE DETERMINED N1TH THE FINAL SITE PLAN PROPOSED VAR WIDTH ACCESS at .o Y ¢ - 2' *, \2. `. ��V C F _. /� ... / � ILL �ETORMWATER MANAGEMENT EASEMENT LOTS � � �' nV ✓` / }4 ii / �� l �� i ..� ����- 'e LOT �� � )SO - LOT 1 '% �, V y �� � %\ � `T\ 6 .' ��: ¢ h.. � ADDRESS ..2 a � , J IS � T \ I T - PROPOSED PHASE LINE. � / // \0T 6a '� USE ,� To' , ' STATE � / 3 67 LOT ' %� �/'� � IrvurvonnoN ZONE' ,/ %� COT Dy °. _ _. il' ; � � 5,� „� � �, AT ELEV. 3 04 / L- \ \ L / , , ;_ —' .' .� --' ✓l / I I I / - V r LOT 6D A f I sl I / ;. j / Lof I IT / ./; PHAS� II Lora \ \ y�i' 6 /� v� L , Y' � e LOT 22 LOT 16 "I � A ' � \\ LOTg A LOT Sg A A / (� >fi I. I \'\ / I jI I \ R / / Y♦ S � tl zs LOT lo' \ `!= f�z %°'r \ LOT 58( v I L � ill �i:. _LOPzo. Q I PHASE IIUi' :I ;LLD. I� �/ f LOT San Av A PHASE r� � / ass :�, ^/ � A Irl�l. I IT J / 1 � I� I � �I �/ �I, � I�g ;j II J.v / /m � � � � � I i �I v %. ,, � A ��, /A ✓ ___ // IIf � I I M d � � LOT sg da.�/ / Q L�JTII>.8 Tyn LOT: 8 \ � LOT 56; , 4 PRaposdo LEVew i �Y / _LOT 55 BbFILTER B I i � I I Da =4.ge AC � 1 j// V ART` ITT � }�I � � m 47 ��. � � D I � � Jet � / -- LOT 49. �' l j j W f{ � % %I TT i � � '.,. '' I,// ; , ,v � •.. :/ / � ".I� ,� / v. �� I ,V. \v ( / r ' _ �— -. . so � A. ��.. -: • � I 1' �A ". � %'i /'...� , y _ noh _.3-0 - -t� — oci: :. / � PROPOSED VAR. WIDTH ACCESS &�I ._ ---/ )' / % 1--1� I STORMWATER MANAGEMENT EASEMENT .LOT 45 1 >�\ L \ I;µ� � �--� �� �� ��� L H , / ,` /.%� O W / LOT L.T I'�.. LOT 4r5 \�- III � 2 N n LOT W 'LOT 36 -_LOT \ � ('/_ � �, Q 1 rk ,:.:: LOT 44 �', LOT 35 LOT I/ i� :D \ /� tEl(TENDED DETENTION ." W N ”. F-) I � � EAauTr W Y _ f IiI DA,7CBAC/ �� t"� � W '`_< ���. ^ \ ���b T � \ I ��! �♦ / '% to , EST �\ I�, l� LOT-4? \/ OT ,, / 1 1 /� J F I� -I� �I;O� \ \3i I LOT ��\ 7,' /l � W EE 'f re It BEER al pr po / \\ �( LOT 42 / ;_�� I ♦ I\ , sD�fr l�� Q �JL NIFICANT � �, ♦ IA >v rtN. �,/ (7 did DA A DA. B D.A. C D.A. D DA F Twal TPlmdRed (Ib � 363 6 0 5 lAfi 000 1350 TN lnetl Red. B6 ya 2386 3391 Y 6 P4 p,00 165.55 g Q Z ; D Q� d DOLD rLD MEM &��NDD Di T�URBANC�E� I I � \ 3 I-% LOT33. / CO PHASE III_ PR PERTV EXIST �TSIDE THEISMITS I � LOT 2 ' l // �- / / ;� �•1/ �I PROroseD LEVeLU , -.. //A �� ' G . � / � � PHASE II BIDHLTER L `, �:,/ DA 3nAC / � JOB rvDm F —SCALE 1 112066 Sid, � STATE DAM BREAK --77 � :' � � � SO' ,.. eo _ �INUNDATIONZONE � �E rv[fT NO AT ELEV_3oa In CIA, r, v L uav ILrsO "'�'``v � a{ l SHEET / o v T H u ae tl .. 00 286 nil 7437 Elevation C 286 Ton IT 361 n 28B 12982 31997 I IT IT In DA 410AL LT V.1... - /A i cy Drairdapectregaligurn lance Summary argod I Y PI�ryu� I \/ LOT g .+ .. /� / � � 7 PROPOSED LEVEL 11 \ AD /s°'ST STORMWATER NARRATIVE BIDFILTERA i , % A\ \ ,08�/ STOFMWAIER RUNOFF SHALL B£ IREA)EO ON 11 THROUGH THE USE OF ]REEF LEVEL ll BIOFlLT£RS AND ONE LEVEL I -. �; _ CN ea / 3 0 D EXTENDED DETENTION FACILITY THE EXTENDED DETENTION FApLI]Y WILL CAPTURE DRAINAGE FROM THIS DEVELOPMENT AND =',/ �� PROPOSED THE GLENMORE K28 UPLAND L015. RUNOFF REDUCTION WILL BE PRO NOEO BY ALL OF THE PROPOSED STORY WATER — ' ---d n / � LOT ROADSIDE MANAGEMENT FACILITIES STORMWAIER DETENTION WILL BE ACHIEVED BY THE USE OF A DOWNSTREAM OEIENiION BASIN ON - ,- - �, � / \ \ \ 4 DITCH (TYPJ ( " -- EACH OIOgL IFR, AND ]HE EXTENDED DETENTION BASIN . - •° IY � FINAL DRY SWALE LANDSCAPING TO BE DETERMINED N1TH THE FINAL SITE PLAN PROPOSED VAR WIDTH ACCESS at .o Y ¢ - 2' *, \2. `. ��V C F _. /� ... / � ILL �ETORMWATER MANAGEMENT EASEMENT LOTS � � �' nV ✓` / }4 ii / �� l �� i ..� ����- 'e LOT �� � )SO - LOT 1 '% �, V y �� � %\ � `T\ 6 .' ��: ¢ h.. � ADDRESS ..2 a � , J IS � T \ I T - PROPOSED PHASE LINE. � / // \0T 6a '� USE ,� To' , ' STATE � / 3 67 LOT ' %� �/'� � IrvurvonnoN ZONE' ,/ %� COT Dy °. _ _. il' ; � � 5,� „� � �, AT ELEV. 3 04 / L- \ \ L / , , ;_ —' .' .� --' ✓l / I I I / - V r LOT 6D A f I sl I / ;. j / Lof I IT / ./; PHAS� II Lora \ \ y�i' 6 /� v� L , Y' � e LOT 22 LOT 16 "I � A ' � \\ LOTg A LOT Sg A A / (� >fi I. I \'\ / I jI I \ R / / Y♦ S � tl zs LOT lo' \ `!= f�z %°'r \ LOT 58( v I L � ill �i:. _LOPzo. Q I PHASE IIUi' :I ;LLD. I� �/ f LOT San Av A PHASE r� � / ass :�, ^/ � A Irl�l. I IT J / 1 � I� I � �I �/ �I, � I�g ;j II J.v / /m � � � � � I i �I v %. ,, � A ��, /A ✓ ___ // IIf � I I M d � � LOT sg da.�/ / Q L�JTII>.8 Tyn LOT: 8 \ � LOT 56; , 4 PRaposdo LEVew i �Y / _LOT 55 BbFILTER B I i � I I Da =4.ge AC � 1 j// V ART` ITT � }�I � � m 47 ��. � � D I � � Jet � / -- LOT 49. �' l j j W f{ � % %I TT i � � '.,. '' I,// ; , ,v � •.. :/ / � ".I� ,� / v. �� I ,V. \v ( / r ' _ �— -. . so � A. ��.. -: • � I 1' �A ". � %'i /'...� , y _ noh _.3-0 - -t� — oci: :. / � PROPOSED VAR. WIDTH ACCESS &�I ._ ---/ )' / % 1--1� I STORMWATER MANAGEMENT EASEMENT .LOT 45 1 >�\ L \ I;µ� � �--� �� �� ��� L H , / ,` /.%� O W / LOT L.T I'�.. LOT 4r5 \�- III � 2 N n LOT W 'LOT 36 -_LOT \ � ('/_ � �, Q 1 rk ,:.:: LOT 44 �', LOT 35 LOT I/ i� :D \ /� tEl(TENDED DETENTION ." W N ”. F-) I � � EAauTr W Y _ f IiI DA,7CBAC/ �� t"� � W '`_< ���. ^ \ ���b T � \ I ��! �♦ / '% to , EST �\ I�, l� LOT-4? \/ OT ,, / 1 1 /� J F I� -I� �I;O� \ \3i I LOT ��\ 7,' /l � W EE 'f re It BEER al pr po / \\ �( LOT 42 / ;_�� I ♦ I\ , sD�fr l�� Q �JL NIFICANT � �, ♦ IA >v rtN. �,/ (7 did DA A DA. B D.A. C D.A. D DA F Twal TPlmdRed (Ib � 363 6 0 5 lAfi 000 1350 TN lnetl Red. B6 ya 2386 3391 Y 6 P4 p,00 165.55 g Q Z ; D Q� d DOLD rLD MEM &��NDD Di T�URBANC�E� I I � \ 3 I-% LOT33. / CO PHASE III_ PR PERTV EXIST �TSIDE THEISMITS I � LOT 2 ' l // �- / / ;� �•1/ �I PROroseD LEVeLU , -.. //A �� ' G . � / � � PHASE II BIDHLTER L `, �:,/ DA 3nAC / � JOB rvDm F —SCALE 1 112066 Sid, � STATE DAM BREAK --77 � :' � � � SO' ,.. eo _ �INUNDATIONZONE � �E rv[fT NO AT ELEV_3oa In CIA, r, v L uav ILrsO "'�'``v � a{ l SHEET / o v 286 nil 7437 Elevation C 286 Ton IT 361 n 28B 12982 31997 I IT IT In DA 410AL LT V.1... - /A i cy Drairdapectregaligurn lance Summary argod I Y PI�ryu� I \/ LOT g .+ .. /� / � � 7 PROPOSED LEVEL 11 \ AD /s°'ST STORMWATER NARRATIVE BIDFILTERA i , % A\ \ ,08�/ STOFMWAIER RUNOFF SHALL B£ IREA)EO ON 11 THROUGH THE USE OF ]REEF LEVEL ll BIOFlLT£RS AND ONE LEVEL I -. �; _ CN ea / 3 0 D EXTENDED DETENTION FACILITY THE EXTENDED DETENTION FApLI]Y WILL CAPTURE DRAINAGE FROM THIS DEVELOPMENT AND =',/ �� PROPOSED THE GLENMORE K28 UPLAND L015. RUNOFF REDUCTION WILL BE PRO NOEO BY ALL OF THE PROPOSED STORY WATER — ' ---d n / � LOT ROADSIDE MANAGEMENT FACILITIES STORMWAIER DETENTION WILL BE ACHIEVED BY THE USE OF A DOWNSTREAM OEIENiION BASIN ON - ,- - �, � / \ \ \ 4 DITCH (TYPJ ( " -- EACH OIOgL IFR, AND ]HE EXTENDED DETENTION BASIN . - •° IY � FINAL DRY SWALE LANDSCAPING TO BE DETERMINED N1TH THE FINAL SITE PLAN PROPOSED VAR WIDTH ACCESS at .o Y ¢ - 2' *, \2. `. ��V C F _. /� ... / � ILL �ETORMWATER MANAGEMENT EASEMENT LOTS � � �' nV ✓` / }4 ii / �� l �� i ..� ����- 'e LOT �� � )SO - LOT 1 '% �, V y �� � %\ � `T\ 6 .' ��: ¢ h.. � ADDRESS ..2 a � , J IS � T \ I T - PROPOSED PHASE LINE. � / // \0T 6a '� USE ,� To' , ' STATE � / 3 67 LOT ' %� �/'� � IrvurvonnoN ZONE' ,/ %� COT Dy °. _ _. il' ; � � 5,� „� � �, AT ELEV. 3 04 / L- \ \ L / , , ;_ —' .' .� --' ✓l / I I I / - V r LOT 6D A f I sl I / ;. j / Lof I IT / ./; PHAS� II Lora \ \ y�i' 6 /� v� L , Y' � e LOT 22 LOT 16 "I � A ' � \\ LOTg A LOT Sg A A / (� >fi I. I \'\ / I jI I \ R / / Y♦ S � tl zs LOT lo' \ `!= f�z %°'r \ LOT 58( v I L � ill �i:. _LOPzo. Q I PHASE IIUi' :I ;LLD. I� �/ f LOT San Av A PHASE r� � / ass :�, ^/ � A Irl�l. I IT J / 1 � I� I � �I �/ �I, � I�g ;j II J.v / /m � � � � � I i �I v %. ,, � A ��, /A ✓ ___ // IIf � I I M d � � LOT sg da.�/ / Q L�JTII>.8 Tyn LOT: 8 \ � LOT 56; , 4 PRaposdo LEVew i �Y / _LOT 55 BbFILTER B I i � I I Da =4.ge AC � 1 j// V ART` ITT � }�I � � m 47 ��. � � D I � � Jet � / -- LOT 49. �' l j j W f{ � % %I TT i � � '.,. '' I,// ; , ,v � •.. :/ / � ".I� ,� / v. �� I ,V. \v ( / r ' _ �— -. . so � A. ��.. -: • � I 1' �A ". � %'i /'...� , y _ noh _.3-0 - -t� — oci: :. / � PROPOSED VAR. WIDTH ACCESS &�I ._ ---/ )' / % 1--1� I STORMWATER MANAGEMENT EASEMENT .LOT 45 1 >�\ L \ I;µ� � �--� �� �� ��� L H , / ,` /.%� O W / LOT L.T I'�.. LOT 4r5 \�- III � 2 N n LOT W 'LOT 36 -_LOT \ � ('/_ � �, Q 1 rk ,:.:: LOT 44 �', LOT 35 LOT I/ i� :D \ /� tEl(TENDED DETENTION ." W N ”. F-) I � � EAauTr W Y _ f IiI DA,7CBAC/ �� t"� � W '`_< ���. ^ \ ���b T � \ I ��! �♦ / '% to , EST �\ I�, l� LOT-4? \/ OT ,, / 1 1 /� J F I� -I� �I;O� \ \3i I LOT ��\ 7,' /l � W EE 'f re It BEER al pr po / \\ �( LOT 42 / ;_�� I ♦ I\ , sD�fr l�� Q �JL NIFICANT � �, ♦ IA >v rtN. �,/ (7 did DA A DA. B D.A. C D.A. D DA F Twal TPlmdRed (Ib � 363 6 0 5 lAfi 000 1350 TN lnetl Red. B6 ya 2386 3391 Y 6 P4 p,00 165.55 g Q Z ; D Q� d DOLD rLD MEM &��NDD Di T�URBANC�E� I I � \ 3 I-% LOT33. / CO PHASE III_ PR PERTV EXIST �TSIDE THEISMITS I � LOT 2 ' l // �- / / ;� �•1/ �I PROroseD LEVeLU , -.. //A �� ' G . � / � � PHASE II BIDHLTER L `, �:,/ DA 3nAC / � JOB rvDm F —SCALE 1 112066 Sid, � STATE DAM BREAK --77 � :' � � � SO' ,.. eo _ �INUNDATIONZONE � �E rv[fT NO AT ELEV_3oa In CIA, r, v L uav ILrsO "'�'``v � a{ l SHEET / o v Elevation C 286 Ton IT 361 n 28B 12982 31997 I IT IT In DA 410AL LT V.1... - /A i cy Drairdapectregaligurn lance Summary argod I Y PI�ryu� I \/ LOT g .+ .. /� / � � 7 PROPOSED LEVEL 11 \ AD /s°'ST STORMWATER NARRATIVE BIDFILTERA i , % A\ \ ,08�/ STOFMWAIER RUNOFF SHALL B£ IREA)EO ON 11 THROUGH THE USE OF ]REEF LEVEL ll BIOFlLT£RS AND ONE LEVEL I -. �; _ CN ea / 3 0 D EXTENDED DETENTION FACILITY THE EXTENDED DETENTION FApLI]Y WILL CAPTURE DRAINAGE FROM THIS DEVELOPMENT AND =',/ �� PROPOSED THE GLENMORE K28 UPLAND L015. RUNOFF REDUCTION WILL BE PRO NOEO BY ALL OF THE PROPOSED STORY WATER — ' ---d n / � LOT ROADSIDE MANAGEMENT FACILITIES STORMWAIER DETENTION WILL BE ACHIEVED BY THE USE OF A DOWNSTREAM OEIENiION BASIN ON - ,- - �, � / \ \ \ 4 DITCH (TYPJ ( " -- EACH OIOgL IFR, AND ]HE EXTENDED DETENTION BASIN . - •° IY � FINAL DRY SWALE LANDSCAPING TO BE DETERMINED N1TH THE FINAL SITE PLAN PROPOSED VAR WIDTH ACCESS at .o Y ¢ - 2' *, \2. `. ��V C F _. /� ... / � ILL �ETORMWATER MANAGEMENT EASEMENT LOTS � � �' nV ✓` / }4 ii / �� l �� i ..� ����- 'e LOT �� � )SO - LOT 1 '% �, V y �� � %\ � `T\ 6 .' ��: ¢ h.. � ADDRESS ..2 a � , J IS � T \ I T - PROPOSED PHASE LINE. � / // \0T 6a '� USE ,� To' , ' STATE � / 3 67 LOT ' %� �/'� � IrvurvonnoN ZONE' ,/ %� COT Dy °. _ _. il' ; � � 5,� „� � �, AT ELEV. 3 04 / L- \ \ L / , , ;_ —' .' .� --' ✓l / I I I / - V r LOT 6D A f I sl I / ;. j / Lof I IT / ./; PHAS� II Lora \ \ y�i' 6 /� v� L , Y' � e LOT 22 LOT 16 "I � A ' � \\ LOTg A LOT Sg A A / (� >fi I. I \'\ / I jI I \ R / / Y♦ S � tl zs LOT lo' \ `!= f�z %°'r \ LOT 58( v I L � ill �i:. _LOPzo. Q I PHASE IIUi' :I ;LLD. I� �/ f LOT San Av A PHASE r� � / ass :�, ^/ � A Irl�l. I IT J / 1 � I� I � �I �/ �I, � I�g ;j II J.v / /m � � � � � I i �I v %. ,, � A ��, /A ✓ ___ // IIf � I I M d � � LOT sg da.�/ / Q L�JTII>.8 Tyn LOT: 8 \ � LOT 56; , 4 PRaposdo LEVew i �Y / _LOT 55 BbFILTER B I i � I I Da =4.ge AC � 1 j// V ART` ITT � }�I � � m 47 ��. � � D I � � Jet � / -- LOT 49. �' l j j W f{ � % %I TT i � � '.,. '' I,// ; , ,v � •.. :/ / � ".I� ,� / v. �� I ,V. \v ( / r ' _ �— -. . so � A. ��.. -: • � I 1' �A ". � %'i /'...� , y _ noh _.3-0 - -t� — oci: :. / � PROPOSED VAR. WIDTH ACCESS &�I ._ ---/ )' / % 1--1� I STORMWATER MANAGEMENT EASEMENT .LOT 45 1 >�\ L \ I;µ� � �--� �� �� ��� L H , / ,` /.%� O W / LOT L.T I'�.. LOT 4r5 \�- III � 2 N n LOT W 'LOT 36 -_LOT \ � ('/_ � �, Q 1 rk ,:.:: LOT 44 �', LOT 35 LOT I/ i� :D \ /� tEl(TENDED DETENTION ." W N ”. F-) I � � EAauTr W Y _ f IiI DA,7CBAC/ �� t"� � W '`_< ���. ^ \ ���b T � \ I ��! �♦ / '% to , EST �\ I�, l� LOT-4? \/ OT ,, / 1 1 /� J F I� -I� �I;O� \ \3i I LOT ��\ 7,' /l � W EE 'f re It BEER al pr po / \\ �( LOT 42 / ;_�� I ♦ I\ , sD�fr l�� Q �JL NIFICANT � �, ♦ IA >v rtN. �,/ (7 did DA A DA. B D.A. C D.A. D DA F Twal TPlmdRed (Ib � 363 6 0 5 lAfi 000 1350 TN lnetl Red. B6 ya 2386 3391 Y 6 P4 p,00 165.55 g Q Z ; D Q� d DOLD rLD MEM &��NDD Di T�URBANC�E� I I � \ 3 I-% LOT33. / CO PHASE III_ PR PERTV EXIST �TSIDE THEISMITS I � LOT 2 ' l // �- / / ;� �•1/ �I PROroseD LEVeLU , -.. //A �� ' G . � / � � PHASE II BIDHLTER L `, �:,/ DA 3nAC / � JOB rvDm F —SCALE 1 112066 Sid, � STATE DAM BREAK --77 � :' � � � SO' ,.. eo _ �INUNDATIONZONE � �E rv[fT NO AT ELEV_3oa In CIA, r, v L uav ILrsO "'�'``v � a{ l SHEET / o v Drairdapectregaligurn lance Summary argod I Y PI�ryu� I \/ LOT g .+ .. /� / � � 7 PROPOSED LEVEL 11 \ AD /s°'ST STORMWATER NARRATIVE BIDFILTERA i , % A\ \ ,08�/ STOFMWAIER RUNOFF SHALL B£ IREA)EO ON 11 THROUGH THE USE OF ]REEF LEVEL ll BIOFlLT£RS AND ONE LEVEL I -. �; _ CN ea / 3 0 D EXTENDED DETENTION FACILITY THE EXTENDED DETENTION FApLI]Y WILL CAPTURE DRAINAGE FROM THIS DEVELOPMENT AND =',/ �� PROPOSED THE GLENMORE K28 UPLAND L015. RUNOFF REDUCTION WILL BE PRO NOEO BY ALL OF THE PROPOSED STORY WATER — ' ---d n / � LOT ROADSIDE MANAGEMENT FACILITIES STORMWAIER DETENTION WILL BE ACHIEVED BY THE USE OF A DOWNSTREAM OEIENiION BASIN ON - ,- - �, � / \ \ \ 4 DITCH (TYPJ ( " -- EACH OIOgL IFR, AND ]HE EXTENDED DETENTION BASIN . - •° IY � FINAL DRY SWALE LANDSCAPING TO BE DETERMINED N1TH THE FINAL SITE PLAN PROPOSED VAR WIDTH ACCESS at .o Y ¢ - 2' *, \2. `. ��V C F _. /� ... / � ILL �ETORMWATER MANAGEMENT EASEMENT LOTS � � �' nV ✓` / }4 ii / �� l �� i ..� ����- 'e LOT �� � )SO - LOT 1 '% �, V y �� � %\ � `T\ 6 .' ��: ¢ h.. � ADDRESS ..2 a � , J IS � T \ I T - PROPOSED PHASE LINE. � / // \0T 6a '� USE ,� To' , ' STATE � / 3 67 LOT ' %� �/'� � IrvurvonnoN ZONE' ,/ %� COT Dy °. _ _. il' ; � � 5,� „� � �, AT ELEV. 3 04 / L- \ \ L / , , ;_ —' .' .� --' ✓l / I I I / - V r LOT 6D A f I sl I / ;. j / Lof I IT / ./; PHAS� II Lora \ \ y�i' 6 /� v� L , Y' � e LOT 22 LOT 16 "I � A ' � \\ LOTg A LOT Sg A A / (� >fi I. I \'\ / I jI I \ R / / Y♦ S � tl zs LOT lo' \ `!= f�z %°'r \ LOT 58( v I L � ill �i:. _LOPzo. Q I PHASE IIUi' :I ;LLD. I� �/ f LOT San Av A PHASE r� � / ass :�, ^/ � A Irl�l. I IT J / 1 � I� I � �I �/ �I, � I�g ;j II J.v / /m � � � � � I i �I v %. ,, � A ��, /A ✓ ___ // IIf � I I M d � � LOT sg da.�/ / Q L�JTII>.8 Tyn LOT: 8 \ � LOT 56; , 4 PRaposdo LEVew i �Y / _LOT 55 BbFILTER B I i � I I Da =4.ge AC � 1 j// V ART` ITT � }�I � � m 47 ��. � � D I � � Jet � / -- LOT 49. �' l j j W f{ � % %I TT i � � '.,. '' I,// ; , ,v � •.. :/ / � ".I� ,� / v. �� I ,V. \v ( / r ' _ �— -. . so � A. ��.. -: • � I 1' �A ". � %'i /'...� , y _ noh _.3-0 - -t� — oci: :. / � PROPOSED VAR. WIDTH ACCESS &�I ._ ---/ )' / % 1--1� I STORMWATER MANAGEMENT EASEMENT .LOT 45 1 >�\ L \ I;µ� � �--� �� �� ��� L H , / ,` /.%� O W / LOT L.T I'�.. LOT 4r5 \�- III � 2 N n LOT W 'LOT 36 -_LOT \ � ('/_ � �, Q 1 rk ,:.:: LOT 44 �', LOT 35 LOT I/ i� :D \ /� tEl(TENDED DETENTION ." W N ”. F-) I � � EAauTr W Y _ f IiI DA,7CBAC/ �� t"� � W '`_< ���. ^ \ ���b T � \ I ��! �♦ / '% to , EST �\ I�, l� LOT-4? \/ OT ,, / 1 1 /� J F I� -I� �I;O� \ \3i I LOT ��\ 7,' /l � W EE 'f re It BEER al pr po / \\ �( LOT 42 / ;_�� I ♦ I\ , sD�fr l�� Q �JL NIFICANT � �, ♦ IA >v rtN. �,/ (7 did DA A DA. B D.A. C D.A. D DA F Twal TPlmdRed (Ib � 363 6 0 5 lAfi 000 1350 TN lnetl Red. B6 ya 2386 3391 Y 6 P4 p,00 165.55 g Q Z ; D Q� d DOLD rLD MEM &��NDD Di T�URBANC�E� I I � \ 3 I-% LOT33. / CO PHASE III_ PR PERTV EXIST �TSIDE THEISMITS I � LOT 2 ' l // �- / / ;� �•1/ �I PROroseD LEVeLU , -.. //A �� ' G . � / � � PHASE II BIDHLTER L `, �:,/ DA 3nAC / � JOB rvDm F —SCALE 1 112066 Sid, � STATE DAM BREAK --77 � :' � � � SO' ,.. eo _ �INUNDATIONZONE � �E rv[fT NO AT ELEV_3oa In CIA, r, v L uav ILrsO "'�'``v � a{ l SHEET / o v g Q Z ; D Q� d DOLD rLD MEM &��NDD Di T�URBANC�E� I I � \ 3 I-% LOT33. / CO PHASE III_ PR PERTV EXIST �TSIDE THEISMITS I � LOT 2 ' l // �- / / ;� �•1/ �I PROroseD LEVeLU , -.. //A �� ' G . � / � � PHASE II BIDHLTER L `, �:,/ DA 3nAC / � JOB rvDm F —SCALE 1 112066 Sid, � STATE DAM BREAK --77 � :' � � � SO' ,.. eo _ �INUNDATIONZONE � �E rv[fT NO AT ELEV_3oa In CIA, r, v L uav ILrsO "'�'``v � a{ l SHEET / o v ROAD NOTES CHASING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD WE BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2, WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF TH£ ENGINEER 3 ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4 ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE DRAINAGE 1. ALL PIPE COLORADO, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WEST A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD-I OR CD -2 OR UO -45) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE 3 ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (75) INCHES AND SHALL BE PLACED IN ACCORDANCE MISS ME VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. LASE Wmo — - - - -. xm j M� GENERAL PP-t OIL I rE GROUND t. EWM qM ypyN I A y µ�1� THE MINE 'T -I A FEENIT _ m1 mo RAas'pE NOMNIN THE A?Af IN TM UtlE9f INABLEN N TOP Or III / y. � DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. OMTA46�NAM0. MY 111, 6. ROCK FOUNDATION OTHERWISE UNSUITABLE MATIERIAL 2 N - MI F FROM ILAfl M Mil TOM Of C MT M PIM D MI _ , c E _ t s PILL 'III, _.._ A A - EM#' YAMx CFYIx m m1& OR nl.a M TO Hw a.•YS EPL ALLSON AND SEWER APPUIRTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVESON DEADENS LINES SHALL BE HOUSEHOLD PROVIDE ADEQUATE RESTRAINT FORTHEVALVE III gRCULAR PIPE mL xE , vH - - , SHELF o . wnare mNWra aF FETE REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2004 (SENATE BILL 3874 W HICH AMENDS THE INSIDE _ ^ z O n ROBE DIAMETER AMETER OF DEEP 9 PF NF R 1 9 T P, E PIT IF P :. 5 Fro I !_\ Ax - wro p,� R THE Ex TTY w THE PR IT -TA FALL w. F A..I 10 .. $i 65 N E MEN wx�� SON IF I 1 1, ' OF RAD CRIME Pv TD C.- Mod RxiMiipenXptLPo� �E4v ¢ [ MM1Rp M �IpE; 4 MRlati [MTI POY6AITW'.`e• Ix@'It MOIEE ENRXR I# IENEEEi ELNTM APFI S IF FLI, % ET b X _ H.._ _a RDAa AR�a°O; ERIN „DE W /W IEH N O EiER WIM HEhHT 6 COVG 16.9R TEA u I NN METHOD "A” 2 6 66 nTn O.nMNA w A W�FpMA �1YFfe NR PAYprtItMF Y R.tl WEttL�il MCLA9uE0` MD N Ha/u�¢prQeyf, m x Iflart aF covu la O UM .JVU EVEN . A MEET Ei aF.11 MN11Ei ROME 1 V/ TiWB MY R ELMNif FEW BNOUISR ELLIPTICAL PIPE OUTME WAN WExeIM Of IN ED az • IN BPM gxENROII OF RPE K - OWWWwFMMaB T T ( I -'R n vp'nyEMpe� awegru MEExIx m rxmurry a GTE we �r - p`19ER6a ®R`MT'BIWI .AN Lill SECTION J!<E rW'LBS° ae. 'Frg19;pMp�B��KµAy IEViil ��'FLBy �!'Mfip'Pil:,�' "sam »aR e. REa LLT,MP �F� %IK'E�RAW:E FPE'NRPL'EBNO BE 6- M �� 7 P WKRR I' 7 PIPE ARCH - � 3. 1 - SM MiTIA6 FEW R% AE NEW MTERA L E n E. 4.. -Mom w �I BSI LLMMB.RR rOLAY THE EXTW y ONE M FIRE TP LAN rx. sIx>E� sE IS NEVADA[) Me A ryftIIffEE�KApOiTryFC�ryW THEN ENIIEEIII. BFEWD M1ER1L MINI BE EL IMTM PER �. "J__ II.gE9N9a�MyOBIy[G�Ii OF �2T y1BEED WHY ryEINEMyMM HENS Y9gG�E {02 IS AND? Olt A ML fOLYLAEIm T4 FOR KiWM lAEI, WE HERE I N dY W IFA N.9a I xwprtn NK FIBER n NNEN SIN!,ICI LAI EEAI ICNNICTQN � OF '`° INSTALLATION OF PIPE CULVERTS & :STORM SEWERS - ` nE 1 GENERAL NOTES RE , - „EGGS MNpA B(PMltlBli R iRMy4RTATW 1 J% P Ox _R OS P 5 �C� SHALL NSi6C H FALS SPENDS ,10 EN-FEEI L WATER SEVIER \ i AUSTIN OF OTHER LITILITHE ICS , ELVE RU TDLPERAl UO L CI ENSEMBLE >i WATER On SEEING ONLY IS x NMI WALK A SOVIET — 30 Al iI SEC PART E. ?AHAGDAPH BE BERETS ION INN AFTER 9 SLIVER PERES. U OF TO THE ICT H OF WAY, SEWER 5 M BE fii SiOUD FOUNDATION. MA -ERIAL ROCKY FOLINDATIOIJ h1ATERIAL 4�-J / GOOD A AN $ 'AN INITIAL BALKIII N a' aeoDlnr, m1 x0s' EroNE " SIMI SOIL ROCK FOR ALL SPIN F01 ' EUROPE THE BOROM OF THE - FINISH, REMOVE ALL EEOMTMJ04TE STONES TO INSURE 'HE PIPS OOOSIJ'T REST ON ROCK AND DP F T3EN COMPACT TFE 5011 OR PRANCE A 4' BEDDING OF S 1H neo. E S N ACCESS A5 FOUNDATION IN POOR 501E UNDER CL'T CONDITION ' NS R INITIAL BAGIl AN TESTABLE SECTION 1 SOIL „V, n S GO PTONE G1EANULAR SILL A5 APPLIES, BY ACCA �FVawha T))� � PORTABLE SOIL OR MEN NOTE 1. NO ROCKS SHA.L BE SLOWED MITHIN SON OF THE WATER LINES. 2NO ROCKS LARGER THAN 5' IN ANY DIMENSION SHALL AD AUX ED ABOVE THE INITIAL RADIAL a.THE INITIAL PAC<.ILL SHAG BE PLACED AND COMPACTED IN 1 LI S 4 N ORGANIC CR FROGEN MATERIAL JP DEBRIS 'FALL BE ALiUMVE) IN THE TRENCH RASE tm A :E I— r— ,i,rz u,r<I w!�Irvx Le uxcf AN TYPICAL NEI6NffR0Rff00P ,STREET SECTION ROAD A, A C, BE D (PRIVATE - 50' "1 OF PIPE PROJECTION ABOVE GROUND LINE Mry t.M 9� x I X� aED� 7 O xm j M� I'Wr L F =Nd""�so PP-t NO PROJECTION OF PIPE MOVE GROUND LINE MINE TIRE FEE IHIFF� STRUCTURES, AS NECESSARY. B. ISE OF RI INABLEN N TOP Or III / y. � DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION 6. ROCK FOUNDATION OTHERWISE UNSUITABLE MATIERIAL ® SECTrvN ATEROL ExewxlEm NOTES; FAR THE ROAD AND BRAD SERVICE LATERALS AND WATER LINES, ETC PAUL PAPPER T ALLSON AND SEWER APPUIRTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVESON DEADENS LINES SHALL BE HOUSEHOLD PROVIDE ADEQUATE RESTRAINT FORTHEVALVE III DURING A FUTURE EXTENSION OFTHE LINE. YE MOR m' All Le1. Co. AND EE _—NNXC HNSWND LINE REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2004 (SENATE BILL 3874 W HICH AMENDS THE INSIDE _ o �E SAM, CONFEREES 9 PF NF R I VIE m PIT LF V I 1 9 T P, E PIT IF P :. 5 Fro BR L 'JELL FOR HL DOER FFtt WASOFILL OF UE' O N STEVE OF NASE I BMKPLL ax m x SON IF I 1 1, ' OF RAD CRIME Pv TD C.- EO _4 E Efi,rF I INSTALL. OF PIPE CULVERTS AND STORM SEWERS eFEEER =+== RDAa AR�a°O; ERIN „DE CIRC. PIPE BEDDING AND BACKFILL NN METHOD "A” 2 6 66 nTn O.nMNA w O f AGAN ALL 8 For SET SAY A BE VROINA SPINNENTIMENT 01 3116 a 91 VMm 0 BE 0 BE INSTALLATION IN IREII , IF I — 90 4 83 483 �83 342 GNP 9IT 15 INS AS ! F EE IAE.�-A,"F� OP IRA I El SIR H O �i' E2 112 11,42 LEE VILLE TIVENNES PLOT IF 2 1 Drug FILE LICA STANDARD, 16 9 1 69 2 33 2,84 OF IN wexw .� �t x inn nN. !F u n0 E6gxC MAMM& MArtna PER 1 FOUNDATION NORMAL EARTH FOUNDATION ROOM FOUNDATION SOF1I oIELDBIG A c OR OF PIPE PROJECTION ABOVE GROUND LINE Mry t.M 9� x I X� aED� 7 O xm j M� I'Wr L F =Nd""�so III S I HERE I mr-mm+ � R (FELT) MINE 6'. STRUCTURES, AS NECESSARY. B. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL INABLEN N WATER AND SEWER CONSTRUCTION SPECIFICATIONS , AS ADOPTED BY THE ACSA . / y. � DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION 6. ROCK FOUNDATION OTHERWISE UNSUITABLE MATIERIAL ® SECTrvN ATEROL ExewxlEm NOTES; FAR THE ROAD AND BRAD SERVICE LATERALS AND WATER LINES, ETC PAUL PAPPER T ALLSON AND SEWER APPUIRTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVESON DEADENS LINES SHALL BE HOUSEHOLD PROVIDE ADEQUATE RESTRAINT FORTHEVALVE III DURING A FUTURE EXTENSION OFTHE LINE. YE MOR m' NELL SUCTION El 05 ED ROAD AGO ANNE Co. AND EE A' REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2004 (SENATE BILL 3874 W HICH AMENDS THE INSIDE L ® o �E SAM, CONFEREES 9 PF NF R I VIE m PIT LF V I 1 9 T P, E PIT IF P :. 5 Fro BR L 'JELL FOR HL DOER FFtt WASOFILL OF UE' O N STEVE OF NASE I BMKPLL ax m x SON IF I 1 1, ' OF RAD CRIME Pv TD C.- EO _4 E Efi,rF I INSTALL. OF PIPE CULVERTS AND STORM SEWERS eFEEER =+== RDAa AR�a°O; ERIN „DE CIRC. PIPE BEDDING AND BACKFILL NN METHOD "A” 2 6 66 nTn O.nMNA w FEEL LA 4 f AGAN ALL 8 For SET SAY A BE VROINA SPINNENTIMENT 01 3116 a 91 FEE 0 BE 0 BE INSTALLATION IN IREII , IF I — 90 4 83 483 �83 342 GNP FEN A 12 15 INS AS ! F EE IAE.�-A,"F� OP IRA I El SIR H O �i' E2 112 11,42 LEE VILLE TIVENNES PLOT IF 2 1 TEN, FILE LICA STANDARD, 16 9 1 69 2 33 2,84 OF IN .� �t x inn PIPE DEDESS SEND DROPPING PRO ED M� OFFICIALS AT THE START OF THE WORK. III OF (FEET) FRED (FELT) ED FEEL STRUCTURES, AS NECESSARY. B. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL OP WATER AND SEWER CONSTRUCTION SPECIFICATIONS , AS ADOPTED BY THE ACSA . / y. � DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. EXIST Vi S. THECONTRACTOR SHALL BERESPONSIBLE FOR NOTIFYING MISS UTILITY (a 800- 5527001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED 3 FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, AN SERVICE LATERALS AND WATER LINES, ETC PAUL PAPPER T ALLSON AND SEWER APPUIRTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVESON DEADENS LINES SHALL BE HOUSEHOLD PROVIDE ADEQUATE RESTRAINT FORTHEVALVE III DURING A FUTURE EXTENSION OFTHE LINE. 9 TREES ARE NOT PERMITTEDIN THE ACSA EASEMENT. Co. THE CONTRACTOR SHALLBE RESPONSIBLE TOCOMPLYWITH THENO LEAD REGULATION A' REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2004 (SENATE BILL 3874 W HICH AMENDS THE SAFEDRINKING WATERACT). o HE Z I VIE m PIT LF V I 1 9 T P, E PIT IF P :. 5 Fro DES F RICH- CF IS 11 IS -E L 'JELL N LI 01 TO L OF I DID LLCTLL SON IF I 1 1, ' OF PC TD C.- EO _4 E Efi,rF I KIHOPLJ�I AN PC 2 6 66 nTn O.nMNA w aanxle O 6M1 '70TFPizP ] sI 1, 8 22 ISO �5 ISO 1 81 SAY A BE CIA 3116 a 91 1 66 0 BE 0 BE INSTALLATION IN IREII , IF — 90 4 83 483 �83 342 GNP FEN A 12 15 INS 3 58 EIN5 OP IRA I SAX SEEN E2 112 11,42 LEE NSA 2 1 TEN, 16 9 1 69 2 33 2,84 SIR 5. BELL BOLES VITAL- US DUG OUT IN ALL CASES. THRUST 5 y NEVER THE -N ” D DIRECTION, CHA ANN AT VALINE 51ZE FEES UTILITY LOCATIONS IN EASEMENT WIDTHS DUCTILE IRON WATER I i COMPLETED FINAL L 'us B o" "Iii EASIER INS TYPE A SRC PIPE INSTALLATION & BEDD_NG L x CO Ha'a -1 B CONCRETE THRUST BLOCKS NIS LEE !CARNE. NOTE . It NELSON ANE T VNEN LOXES SIALI. EMFNG 9tt 6I PLEATS A'OVE TYPICAL GATE VALVE FIG. E DONE SERVICE BEGIN IINVICS SITE 11 SONEW IH44 BE 630 IN WE PIP Al INGE, ELSE TO YL 04 LEGALLY GAME ARLY 1,71 11 AD INVEND GTE FIG W -O BLOCK NONE AM STEEL 3)HO EXPLAIN IDEA TO VAR av SHALT CONSTED NOTE 1. SUKI WHER HOLES MITH RANSIL AND END FELL OF CONCRETE 2 MAINTAIN A 3 MIN COVER AROV THE EARN U THE FIRE ENGLISH � INCLUDING DITCHES I a FINISHED GIVE SHOT SLOPE AWAY FINGER -HE NINE LATEST AND ERNST COX VALVE s TALES x LD A OR CLIFF T IF ]LOT IT IS NOR ALLdVEO e THE LOST 'COINED 5 FIRE HYDRAN-5 SHIP BE MONTHS A' OPINIONS Al WEE HOLES ARE ABOVE -HE PREVAILING COOPERATE URVAI ED IT BE INNIGNED AND THE HYDRANT SLAB On LIED DAY. TYPICAL FIRE HYDRANT ASSEMB_Y CETAIL I WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY DEFEAT BIT da fn O= FC N TAI PF INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA 9' NM gAOIEMfl V OFFICIALS AT THE START OF THE WORK. a. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT F NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. B. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL OP WATER AND SEWER CONSTRUCTION SPECIFICATIONS , AS ADOPTED BY THE ACSA . / y. � DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. EXIST Vi S. THECONTRACTOR SHALL BERESPONSIBLE FOR NOTIFYING MISS UTILITY (a 800- 5527001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED 3 FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, AN SERVICE LATERALS AND WATER LINES, ETC PAUL PAPPER T ALLSON AND SEWER APPUIRTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVESON DEADENS LINES SHALL BE HOUSEHOLD PROVIDE ADEQUATE RESTRAINT FORTHEVALVE III DURING A FUTURE EXTENSION OFTHE LINE. 9 TREES ARE NOT PERMITTEDIN THE ACSA EASEMENT. Co. THE CONTRACTOR SHALLBE RESPONSIBLE TOCOMPLYWITH THENO LEAD REGULATION A' REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2004 (SENATE BILL 3874 W HICH AMENDS THE SAFEDRINKING WATERACT). 01 '�•4'.� �PAV9a ftG F COMBINATION UNDERDRAN CD-1 AT LOWER END OF �'UTS CENTER LINE SECTION (WIN TPE I4 T MTWH TRENCH PLACEMENT s- PA NT '9 = 4 BA£ o NEN wow , QNA- WEEST xmEiuL TYxxona Or awe °`OAUeETroi eeaGWAVAAnm°A, mL m°. ki -MOTE NGtlxAa FMW (PLACEMENT OF CD-1 COMMBINATION UNDERDRNM OR pM w RRME A EA¢ a aR O T nuuzE xLwAE am i wM mmm M. I GENERAL NOTES I LOCATED EAT6NCALLY rp'AIEO PodYMIYxI WmgPox Wu qii C TWE PaMi w1WN Wix aLg OE Mp WMPILY IK ain$IiTO. N 91axS NIEID MiN bGEIl9R MO iNRppIEY MARL THIN i9 NON - PERFORATED OUTLET PIPE a PIFa BNRl eEWI AT THE ma OF THE TIMOR EMC PAY T AND 9HALaMq iaE PMON. RI A a PM.YIR N iK aMNDEA Sl a IN W R TAPE M WAS Y BIT da fn O= FC N TAI PF Y.i. 9 9' NM gAOIEMfl V V�T.O611 m mNMNIEIFW x F III N. J: 68 OP VIPN EMBLEM pEOT 9♦ TRW B TO M IN9ER ENIRE MIAMI AHA LOW orx MIKE T�YAa AT GGuEWEYYq[:A9",wKK TYItlIPwaE TOT, EAA Mix N.M Of i ANNE MT X WAGE rIKKNEBa WM -W48 MME CCC MMrj ETRWMy A'WHIN PAYLE1M�OR WT£E ME ME ED THE FARE All REVIED M--CNflN4 ED MIN 0. m N MA: PfR im 11111 79 ME HOIEFLY WNWCTM TO E " 9PMR MD MY MD.MY MO. N�A STANDARD COMBINATION UNDERDRAIN I�M!aP -r I a I tEwox DINE (AT LOWER END OF CUTS) ma MRIXW1 DISMEMRr a TxxaPORIMW r°01m I T 2LI ESL OR NOT PAT!EU ., o 0' AN PEE AST EI O' LOW FE IBNT HIT IF IV I PIN L S I L EPA' SHIULI ICF S DT PEN F IEIIu s PI HIE 8' 11 1 IDIOM INLET 1111 L E HE 20 E E I FIT ( 1 1 PON BE Y,RJ­o E�) fRIH E li FULL, T, rt /- C E LITA ' " L OFF FILL FE LIr F t IP I z Will L C8 FULL 1 ,EDC I TI I' T U F S IPFI TILVEN IS ALLIES IF AND S6A1 eE 51 c Ic LI I OFF I R THE CoNEE11 LET TIE _uL CO'LITIC I ITT ANTELF 3 IFFEIINE A ✓HEIM1F AWOL" SHALL HAVE FIN FELL, JP HIM :XISLEEND <i.LS 'I IFLEE I 1 _. '111 FIT 10 ELS_c= D 8 CRAFT _I nr TYPICAL MANHOLE SECIION SHOWING EBRANCH TIE-IN uls -D -pt IF A covER uFi NDrcN 12 JARD AN E ySE SO 8m NE 11 IN ED A WAEER S. A *`r -H HE END P O S PIT O CAST IRON DID q e N In i 0 701 B IF 17 L ��� E VAR bb STAR NOTES: (1) FOR Mi READ METERS A 1 -3/4' DIAMETER HIC E IS REWIRED IN ME LID. TYPICAL METER BOXES (5/8D-1° METERS) Nis FIG. Ill OPOPEN H n ZCOTT R. COLLISBZ - Fo. 31 SHE P" /`F!OF L tVaT Mn O U) H W w FEE HE ME SEE HE P l II IS B ALLEN- L iiV II IN ROSE 1 JAL ' AN III AL AN F I FEE INS BIT da fn O= FC N TAI PF F III N. J: 68 OP BED-IN ED £I AN WE HIT NY III A HE A' FL PIPE! o HE Z I VIE m PIT LF V I 1 9 T P, E PIT IF P :. 5 Fro DES F RICH- CF IS 11 IS -E L 'JELL N LI 01 TO L OF I DID LLCTLL SON IF I 1 1, ' OF TD C.- EO _4 E Efi,rF I r uE s -. L AN '. P l II IS B ALLEN- L iiV II IN ROSE 1 JAL ' AN III AL AN F I FEE INS WE BRANCH AND VARIES yp1yE e0% WATER YA MN' AS Y' HUNG VAPoES J`:0 F PITH -H Ln BI I PL T, LEON, AIL pprBR MAI ROB E (C TO TEE (COAT ROES M11N 8INMINGV9 PAINT) ON -LINE BL LNCF (TYPE ' S") VARIES THIS ED COUPUN6 -- — YPLAY PVC SLEEVE PVC rvl TILE AND GAP BRASS NIP AND CAP WBRICAT ALL TIREADS mi JJf % IN BOB-, .r _ METER BOX (SEE FlG W T) O ( YIE LV 1114 L F L YINIE LA NO 57 970HE Y PAI IINo MANH 'S HAL MIT FTHNO F IRDANP FIFSEIF 2. PIPE 5GP90 T L+ n F I _ r0 DRAIN IF - Vs < RJ.. I: - VARIES VARIES wP VALVE DE BNnSAGDE ALLOW IF THREADED TAP L 1 TYPICAL MANHOLE PLAN PL00 - SHOWING BRANCH TIE IN DEAD "Al (TYPE TYPICAL MANHOLE FRAME & COVER NTL TYPICAL BLOW -OFF ASSEMBLY NTs -IN. H -I -B ' END FIG SEEN ,1 TD 25 J HE W ,z _ Lna LU O Z LEI- ELL C F ?L 0 HIT AS N 112066 DO ED N/A EST TWO i 5 BIT da fn O= FC N TAI PF _ "- N. J: 68 OP BED-IN IT FOUNT SLL F POPE 1 H 50 A ON ES °N� U A oL- A' FL PIPE! 1 / Z I VIE m PIT LF V I 1 9 T P, E PIT IF P :. 5 Fro DES F RICH- CF IS 11 IS -E L 'JELL N LI 01 TO L I DID LLCTLL SON IF I 1 1, ' TI -RAPID TD C.- EO _4 E Efi,rF EE O A Dr 1 cr1 O C , r uE s -. L e P -u ! FPE I'J n PIP H nTn O.nMNA w aanxle O 6M1 '70TFPizP ] sI 1, w TYPICAL SEWER PIPE z INSTALLATION IN IREII , IF — aE WE BRANCH AND VARIES yp1yE e0% WATER YA MN' AS Y' HUNG VAPoES J`:0 F PITH -H Ln BI I PL T, LEON, AIL pprBR MAI ROB E (C TO TEE (COAT ROES M11N 8INMINGV9 PAINT) ON -LINE BL LNCF (TYPE ' S") VARIES THIS ED COUPUN6 -- — YPLAY PVC SLEEVE PVC rvl TILE AND GAP BRASS NIP AND CAP WBRICAT ALL TIREADS mi JJf % IN BOB-, .r _ METER BOX (SEE FlG W T) O ( YIE LV 1114 L F L YINIE LA NO 57 970HE Y PAI IINo MANH 'S HAL MIT FTHNO F IRDANP FIFSEIF 2. PIPE 5GP90 T L+ n F I _ r0 DRAIN IF - Vs < RJ.. I: - VARIES VARIES wP VALVE DE BNnSAGDE ALLOW IF THREADED TAP L 1 TYPICAL MANHOLE PLAN PL00 - SHOWING BRANCH TIE IN DEAD "Al (TYPE TYPICAL MANHOLE FRAME & COVER NTL TYPICAL BLOW -OFF ASSEMBLY NTs -IN. H -I -B ' END FIG SEEN ,1 TD 25 J HE W ,z _ Lna LU O Z LEI- ELL C F ?L 0 HIT AS N 112066 DO ED N/A EST TWO i 5 COb YOFALBEMARLE Demmonnt or Commloitr Deraaproed 6mInkra1re Bred, rm AXing Cho,olm ris Vino, Othe496 December 19 . 2UN @tenors Associated Limped PetlnersMp Uo Mims el Bames, Its Box 1297 Omticnrsville, va 22906 RE: ZMA2006 -0Nf6Grommets, Sanford M, Lanka a ro"Dy Dear Mr Bames. The Boom ofSp mems approved your Poi TV appl t' for ZMA2006- 0016nNaYemdE 14,2007. Your g from M Rural A zoning dp tIs PRO P Planned N da bal District es domical adive approved in forfordar" with rise g M1 d pmffD"ignsd November 13 2007 and cal November 14 Al and the AppoetTer Plan dated N ber 14 , 2007 . Please refer tpttlesedocuments for any future applwlons and ere eats on this properly, The Bond a ast also resulted In approval Of the managed afford slopes waiver. A pd ate street r"LDA and wB "M to curb, gV teh:add or hinting sop requlremente Were approved bl the Planning Condietionsion at tM1 August 21 2007 mal The PI 9 Ccmmim6n also approved a varaineve to provide tl k It f t pt G 9th Road d C II G k P d F F Btl edCarrell C ed Whaday a paved p (h on one side of th 1 t only ones aPp"d The Board ofB parni approach the lccalon of the pashe on fh rApP1'ozaN Plan tl tad November 14, AN Please be advliatl that allDugh the Albemarle Counry, Boom of Supomisom Woke @rob on the project Med Vapor, no uses In the property as approved Illinois May lawfully begin until all applificadifiriffirrhormis have ban resolved and condlEOw Drive been met, TM1k Includes: • compliance With applicable PROFFERS and APPLICATION PLAN ;. • approval of and ¢ompllabce with a SITE PLAN mdse SUBDIVISION PLAT and • .approval of a ZONING COMPLIANCE CLEARANCE. ff You have qOeA,ops orourradmi regarding the ab elan anon, Mease do not fiat fie to RI fir Shorn P:xtor at 296dri $insanity V. �rA 111mb g Director offLPllanning Cc': TOO Weaver Qi PrOGOr IVaOTj Stan hen PmGarsa Garth Ifilson Broad Woodall IdeallPStale) pi mm binder (if applicable) BUD N "AXLE COUNTY CROP C PnR 16 we G vErnom Is PLANNBR RECiMtN'naLORl wP.%" PAD Seuliov 191. H lmi..\PH PO:Rmm2D 1 APPLIC4"DN Jim pCRmmav8tg 1931 DTRIGAT 90i BYSPECALL RMaM RANIMENE 11h RR S 9 V W R PoS . I methanol RA *MMNT6 OROPEWAC ¢AND R tATIONAL Indual y. ItgW' T10NAL RE1REFQT9 19.7 BVININEGACn Siet are EETbACNAMek 1pDREGOl:0.Y10N5 Up 19,11 MWMVMUTT aTREETPAN(1NGREGDEATON9 to ILUnw;DLAx ory 1 1 TEN C {N(PPRPSIQr/ITT6D tllml M1e 3e, ,and r 90 slog bad '3 [ewe nl[I after Aa Wdanmtl l!ewmmd'a^)Y Plvre[+e. iU 90 tlMm tlenz WSenn PR mgn eM b wivied the ODMI Ea - f it, no droad tli m ti I Trend, WOLDRIM hf d "P Im p"d Fall Of J e on an BE, men opine ewnry wine Via m Plan lots lontC v<rkag+ewsretoa vrll tFe tisst M1 G kPRD Ia OdRoy I try tl ery fd'lw .refrd Yry to Merrill tMoreary Diane, u oaWl w boRgmE oredidd 5 u Wt and PUwencn oPryintrrel all WM1 b :phi PP^ d 1 P f r L. eM dirt eq W that it, fnD fit or 1109 Ifin, P^ m' s d di'von'lat 'I an (pqn 0 ] II - n gm Amll es3eo ly- rlartu vrt 01 p1m1v8wJa rvp[[tW ttPPm. (A1rw A14a5J 19 2 APPWCfTION 11'M1.amdn4 Ed "m,undly ad P If Wallis a0 Ple IM'tBe Nml. 1 r b IOC) aeu[ m oAhorA a Why) seed m did BOB aamltluh 5 a o fi Ld bada�9 vammE ud'hil l or we a...c. art wthewfaa my, Lam' Oeigical PrBffer _X_ AmrndedPralTer_ (Ammdmi PROFFER FORM Date: tharmomm, 14, 209L Fail ZQRAT 1fi The Map and PerwlNombwf3)_ whadnb m +dm TL : vn eg�jaca I riULLAPa. E. (11'13 _.4uesto b: rezoned form P3:DlRA b ^RD no omn 'Rveby vat + ly protons Pat If the At m IN C0umyB std of s P re seta to paon0 do pror earn him RA TV the PRO g.' tury ed me .Own full offichas, Else probdary a accord With the vl S Reoffered dvelop, dhiono (ah s ,t hound, d II dv C r 4' ode m r [h . 19 aohn ag reasonable, pursuant -.S v1522303 ofdw Code fYg 01950 as- did d PUTsumt 6 Rhode, 33 of the pR IBCppeea ZCrd�r>rdman H had fm Dnzect 2006 OLDER dmiW, thweprotb[¢ shell vwnwlieklYbeaWl and sold sndofm foae and affect T $pal7er StNUnet, Audi iplare to the Anplimi short =need "1.lastE Pipe Olecha dined TI bn 211990 it prapMA by Cl A5 Rte o7l,r th Appli Plan moiled GI PI nd] presidential D IoPmn Andirlichumm Plan Ed, ZMA 99-016 datted Apes 12, AN edN tuber l4 JA09f andWmmld by Bedeb h Pala, and ASmat¢1yp9,200>,lam m prep 1. TROY dcvelopm tat the Propory shall bit Lateral OR Nso . used Nowed by fight anti sIeon193.1 ED, (a)(6) (1)(8)( Om add Pl) and Pm was of lowed Byspuia epemat radio notation 19, 2p,) (4) G) (9) 1101 no (11) a f flit adding Ordmxneeof Albemm Centel vargam (h fl Tafwm to DO N Z1t x8 nM a'andthe `ComtY) .Mm bar S=ic as am in - chiral an NovmbIr 14, 2001 , hopes of waited am oohed home Ty, condenten d'Ip Mm the Puri hill not EaTred ove- b Nhol mdj 1de gl f 6) la O ly h 0 dtspreIn io Y dal d II'vg¢IhS Shen fl6)iv$IcfarwlYd Ong 15 rr 0) t a 0[ W etas PNrt PN NlllmndfEtl WR (913) ts( Ihonzed GI PRD by �thwdr dlbhmen(813)4witi�euffoiu<a io Clerwem PRDMZMA 9016.ffeffie 2 hr amor to stbiab a feature ITIt famerway mail fm the Cornet' along Else Mva a River. wrdIds one (1) year afar lit. DO of apRn+al a 9dA20 M 316, 11q(normal shill 1 �LnE +uus c7rptn'rronE I. Day VE Isials, fer ty tR reyLW) 2, vimN o 'mi,ciplati (k 5g) BID ev, flonle 6mn nim point Inner -vmlmogv or rm 'sl -o Brelod It Iy 4 lizall never h a MIry 'icn NOR, onar. in... I'd ppu tl APO ... "PE ut 1.1mat I'd Vie v M and rel9y soldry "Inalsoch Rod ngn2aavms 5: done W Oros Hf flO,m 5z) 6. charePor boad Y-2-81 I BIBnA P C rt 4-5190 [ h ). foreaMPDRI A,oni 2 50) 9'rp ;l lmebk' e.la m0ttmnw -:16). (ASdMR159) g. PrORY111111firled (dAet101 ED erBI f I Post, ahead owtoi it 40) (Ptld3 ) 11 Blecirul -9 n a, N nal web , feareal .wn Nr- (recand, 4EOIpPI1JCE06S81 'rher, GiVIE ;NOCa10N. 03 Obb2arridoOld0i PIa OW a,1. DP13l 6s, bar) as 4 RE WINnALR MS To @ass J t 1 A'. parer A nY Brad not RT b the Ik' nnl6ba iMpl lllo fiP W Ne 3 ry m p tl M1 h J tl by N b f Pv fi P+' Ens,w age, h "3, ' to no ir aard et ()) ell ; hand P In ambi r l fivery and armed, Plains affair odd" m wl b to "I FAU �mnraes� nnmerw :e[RPreerP n93m, If, M,Y VM AAEA UgLtQ fined 7AAL6 NT OEDWMAGT 9 S I M. ary Ed forel ) ew PPaD Nn.0 O 1 pa 1 Add' ul I Il to no he 'are orb PIYO tl d I a fo 9 TAI � dal to f yry den l p _ Tb pdr ofi am dOlm fired an M tan onsfill Tl and and III mnatory Act aPey w<n the mwm maned mamarnetmfne pn 195_. ad MYNWfrIM AR6AAEQlltNENgfiT6T DA O,4E'fl SPACE AND UCREATION, 11SA 61 N Me fl R Pay P If area= d a E em PAD BIBLE It ""In ease Belgian as M1aewRU "al Baby mew:aaR tAmmmas138) BOB Do M9e1dW'9q one Ud of Tend Pat door m b m as open ammeter PtF2rpoIes of tb GIO=Dte la ten and . requirand Pool 3. To otTa Nbhpesyendltiat art Ca+n.ldmy Ve ERi RVldific the Owaw shpt radio e sMemM dfiv 1' Areal Brady dollars bill,bri an DRIEforms, funding trap Ndatim4 puffigh Icahn, hot hardis no libridery areprovemorrants i offset Nbl exp d vlsplNl] P mP 1 tr Th p¢I f.`=hivnMbotlon sM1ell. Fmp dNAlb 1 L ryp L 'ss mt tabW dmgpmrul for enchl0t 4. To dean&mostal for Nb=UIe CO=='s AffONablf,l Ow gprbgam, Ne Owner shall w: best tf d' basic bond danother doll (82,952isslush for mcN dsvnlhng in, on the Priprty Ed proynd e chrinth for Albe -1, CnatysAYordable, AL££MAREE COUNTY CODE t9]PERMIRIIA llpW' 19.3.1 BY BOOM To LIORE 'IN shall BY P Go N " Vie If bad a 2 E d no le 3111 l Vieth a di PI , 9wa kx N d N N th M1y is F f l is fiffirb,fia., re ur 10109remnes, Intel nOle Neley Ikneaes9ep[%. Abe MIBl mar I k. "111"t, 4 nal legal) 5 REA I.Or COMarrity 1 dralationd 2 1 r4-6'I'fiu h anni frourfire3po,1% d anarim and the 4k. 6 Amic NO I 1 Rod - f.l" cfa I'd 'da'gloan. him f and thadd scAgai sap sad B,sudr M, mAg p nd;d b W �b g d� .Ch a s ERROR 1 rvdU Imard Vale offillso . add emN age to Mee 'm ae tae Cede fAb aria and off ome xWores eliw Olivett 1299)0 } k d 6filgand calfinfir zryPzyY Or fieurd f-- on OR all Bad, . shas doorbell and maid, added, VOTED I by 11111, e g 12 bh I' 1 ' hason via III briond YOPOI ,do,, Or Br hr trio W amawixrn4- al anomin, e 125513). GmadN 11 1-89) D Arnold 181 damCOas m: ab.,= hard Oterand" gxss A(a9.' 5 a) =it hands bi . p Bonn tvaernopmnNlly dedw] Po,m"rry`ermu 51 ?d dcM,APaVi,Pzr aII he BROEV on M INTRIVEJ fing do Pill Or Ifirdarla Pit (Added If :9 oz IS TU.ztld P"I- aaanev elvysry fit "a gletm[e LVO „U39d1OliO4): is 20.19 S.1, 12.10,80. E Injury; 51 CeD Oyster( lu9$: Ord 44-18M, 10.11-04Y 19s.xsv seEaLmv EPanmM Live fl 'g P net one .b -I im Forad Parli mm 10 10Wor- paddrollan still bt and are awl. 1011 hal 11 sandind 11 do rr DO lorna psi Cn. In 19.1 vnnrne3pryne:nm4.nl.rva Ib1A3 ,n,m6 as.os 11.19” su,o¢svwim: na to ,dn 5. :Howing PYO� The PU'b[castl mntribnriw sLnll6cpaid rO Albmsu'1e Cowtyprior t.,.xo...n:.n.. rt nbaildlnc aemtit frr woh bi 6. ffi tade Iv$b 1 1 :BmmneudS� oM Cou wedby em+eut REWCde and cand mearmands ?L havarthe tell admot couetrucn procedayer a¢tl pr besvWil3mlt0 fd bed dP Eeml: udHtetech nfar .a.NSOd&IIYP b "h s Pr d unpin 1¢ ,sl) II Iude: m a r,sn lYawlNCh B b m,Bwt relLmsO err rmPmoiealff disnubad YP tNae Fartfi Pure mof flora Pr ffa; NSnubutareas wgllbe JY ai Tprog aid Ih 4=bm. nave ben E &s o 'th azllrystivwR to mcluoe atldiHovalmead ofdanubmcFmdevNUa.. areas where pvmmm46abilu2 h b t¢eNB•.d B. []Olio wm.temfw.ei sdtt trot torn dfr hmldm snu,tiov. L Ulhl(v„pommaur swdanamnt511�m sWbilrec all gfopes9ropeiffi ®3H:{V. D. IrPndihaef W b Ybe granrW bythe PrCgam .AVfhotiryduclo sPeoiel ormO mnasdvSvyrevrnaflbeH & s Plea - signets Page R011BSw 3 ALRENARL£ COU,f7 CODE bad h =A1, ONAL. Ul RMONHEMENTS. _ say madmA 4 16 as ttve' orin. fAmIIJR 3 -5 -an] IPA fin mi Of morni PRO having 2 Orion fir W fila k thave Ia EGfi I I'd I g ,, E, "i mi Of 'or 111, loan (ze aid Lnumtur era m pmMpirem P d passed F a t N M1& ( P P. 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I8.194 cono spreat 1111 arm GLFNMo1( gOQ.ATES LIMITED P -4 TNER6HP, a VBgima Ii ErE paMa p Buy MWONP ant OFVRtGR3fA IX`�I(DURrpy OF Pk� ,. o. wwit : "flmforcsmog> Mt Visa azk°owl[dg A beform fee day l =dav' IfNwembs, 2007, by MecLazl D. dA S=ew T^ mB mdcx Thin Fmvk A.[(eal implantation of Throt delad Yovemhu1 8da96 adMIRErAGYaoal framer If Glempw ,4vxtetaao. LlwkA PP drsL[p- obvyPUwc MYtAmm"*s lm Dnuu —ii I -S01� _, MYNtmv ReslmwCn *ia.:�l^{�a. COhSdONPl TH OF VIA G@ Y2F{ICNNE OF pPh HL to wit no foregoing inswmenta= a w1mged before an troy _�2do, ofNOVemb4, 200], by paBgy B,& sUa shurappor Trostre wd TIED Frmk.4. 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