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HomeMy WebLinkAboutSUB201300091 Plan - As-built 2021-11-18ROAD AND STORM SEWER AS-BUILTS CASCADIA BLOCKS 4-7, PHASE V RIV NN DISTRICT, ALBEMARLECOUNTY,VA STORM RUN PLAN SLOPE (%) AB SLOPE (%) FLOW (cfs) DIAMETER (in) CAPACITY (cfs) 4-3 1.87 1.61 39.42 30 56.38 11-10 1.55 1.40 25.69 24 29.00 12-11 2.25 2.21 24.70 24 36.43 23-12 3.95 3.56 17.62 18 21.47 18A-18 1.34 1.12 0.96 15 7.41 15-14 1.02 0.91 22.11 24 23.38 17-16 1.54 1.40 9.96 24 29.00 18-17 2.02 1.88 19.66 24 33.60 19-18 5.14 4.89 19.09 18 25.16 26-25 7.40 6.99 8.27 18 30.09 27-26 3.05 3.00 7.59 18 19.71 29-28 3.42 3.40 5.38 15 12.90 30-29 3.94 3.89 4.66 15 13.80 31-30 5.67 5.33 3.67 15 16.16 33-32 2.15 2.08 2.56 15 10.09 11A-11 1.44 1.08 1.50 15 7.27 12A-12 1.58 0.89 1.62 15 6.60 7D-7C 6.39 5.70 11.36 15 16.71 7F-7E 3.28 3.11 5.38 12 6.81 7G-7F 2.50 2.30 3.78 12 5.86 7H-7G 1.23 1.21 2.44 12 4.25 7J-7H 3.84 3.75 1.30 12 7.47 13C-1313 9.29 8.95 1.46 12 11.55 13D-13C 3.99 3.93 1.27 12 7.65 13E-13D 4.09 4.06 0.92 12 7.78 13F-13E 4.28 4.15 0.47 12 7.86 22A-22 2.00 1.96 1.33 15 9.80 3OA-30 2.02 1.79 1.39 15 9.36 32A-32 0.99 0.89 0.39 15 6.60 40-39 4.98 4.95 10.30 18 25.32 41-40 1.54 1.14 5.28 15 7.47 42-41 3.79 3.70 5.10 15 13.46 43-42 3.74 3.70 3.28 15 13.46 66-65 6.58 6.16 2.32 15 17.37 546-54A 2.18 1.65 1.28 12 4.96 46-40 5.81 5.18 4.22 15 15.93 47-46 3.55 3.00 3.88 15 12.12 52-51 3.61 2.39 0.51 12 5.97 626-62A 15.50 8.32 3.14 15 20.19 62C-628 15.50 5.94 3.18 15 17.06 63A-62C 15.77 11.49 3.22 15 23.72 43A-43 1.79 1.65 1.09 15 8.99 55-27 6.53 6.37 2.35 15 17.66 56-55 1.57 1.41 2.02 15 8.31 57-56 8.34 7.83 1.20 12 10.80 58-57 3.48 3.31 1.70 12 7.02 LEGEND: LP - LIGHT POLE SDMH - STORM DRAIN MANHOLE TV - TV PEDESTAL FO - FIBER OPTIC PEDESTAL HH - HAND HOLD UP - UTILITY POLE HDPE - HIGH DENSITY POLYETHYLENE YD - YARD DRAIN EOP - EDGE OF PAVEMENT EDGE OF PAVEMENT (SYMBOL) 2 a � F,eIWM �ren,Hn p 4� yy �S - TP lPut r /TE A ki a 5 `a as Re ®® Rtrnou Re ® 5 l•J Hdkm R° 6 9m. q g�OPa '°M1.g JV� NOe'e°P`d U d Me,usn Re ® L 1 a" s� Cemepe ce. cemoe rveNOM 4 MA GOnOoe ee`« Dominion Engineering 1 i ro' �fd January 25, 2018 Mr. Frank Pohl, P.E. County Engineer Albemarle County Community Development 401 McIntire Road Charlottesville, VA 22902 RE: Cascadia- Engineer's Letter - SUP2013-00025 172 South Pantaps Drive Charlottesville, VA 22911 434.979.8121 (p) 434.979.1681 (0 DominionEng.com Dear Frank, Please find attached two sets of road and storm sewer as -built plans dated August 17, 2017- This letter certifies that the road and storm sewer Improvements were constructed according to the approved plans prepared by Dominion Engineering with the following notable exception: Some of the storm sewer pipes were constructed at slopes that were less than prescribed by plan. The engineer has confirmed that the as -built slopes are adequate to convey the 10-year design storm as shown on the attached revised storm sewer design spreadsheet. Please let me know if you have any questions or require additional information. Very truly ours, Micha yers, P.E., C.F.M. Attachments Cc: Charlie Armstrong Charlie Hurt MICFE9L F. MYERS vjy( No. 33028 F A0 �SS7oNALfrO� Page I of 1 Vl - COVER SHEET V2 - PUBLIC ROAD AS -BUILT - DELPHI DRIVE V3 - PUBLIC ROAD AS -BUILT - DELPHI LANE V4 - PUBLIC ROAD AS -BUILT - DELPHI LANE V5 - PUBLIC ROAD AS -BUILT - DELPHI LANE V6 - PUBLIC ROAD AS -BUILT - DELPHI LANE V7 - PUBLIC ROAD AS -BUILT - OVAL PARK LANE V8 - PUBLIC ROAD AS -BUILT - BOULDER HILL LANE V9 - PUBLIC ROAD AS -BUILT - GLISSADE LANE Vl 0 - PUBLIC ROAD AS -BUILT - FLAT WATERS LANE VI 1 - PRIVATE ROAD AS -BUILT - BACKWATER ALLEY Vl 2 - STORM SEWER PROFILES AS -BUILT Vl 3 - STORM SEWER PROFILES AS -BUILT Vl 4 - STORM SEWER PROFILES AS -BUILT Vl 5 - STORM SEWER PROFILES AS -BUILT NOTES: l 6 F, P 1 E 0NN oD 6 �Q z � >�-a o o;;mm N R ns -U M"AEL F. MYERS Lic. No. 33028 e �0 01-25-18 4 00 h- E-- '- a co Do } m 0 LU o z z z 0 W w in z a L x v2 d W J U Z U) O z o � a HH Ww I-y U Q � n w ui z z LL 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. 2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. EE-i 3. INFORMATION NOT SHOWN AS AS -BUILT INFORMATION HAS NOT BEEN CHECKED FOR Z COMPLIANCE WITH THE APPROVED ENGINEERING PLANS. 0 4. SUBSURFACE UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. 5. SEWER LATERALS SHOWN ARE PER PLAN LOCATIONS AND WERE NOT FIELD VERIFIED. DISTANCES TO DOWNSTREAM MANHOLES ARE APPROXIMATE BASED ON PLAN LOCATION. W a 6. BASE INFORMATION IS FROM ORIGINAL CONSTRUCTION DRAWINGS & DESIGN BY DOMINION Q E- ENGINEERING & DESIGN, SIGNED BY MICHAEL F. MYERS, DATED 04-20-2013, LATEST W Q W REVISION DATE 07-24-2014. I� 7. FIELD WORK COMPLETED ON AUGUST 7, 2017.��- 8. THIS REVIEW DOES NOT IMPLY IN ANY WAY THAT;cil w •INSPECTIONS WERE MADE DURING CONSTRUCTION, I--i--I O E� *TO THE QUALITY OF THE WORK, OR *TO ANY ELEMENT OR STRUCTURE NOT VISIBLE OR DEPICTED ON THE PHYSICAL SURVEY. Q E­i 0 DENOTES AS -BUILT INFORMATION Q I, W.D. SEWARD, HEREBY CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE, THIS AS -BUILT LU _ PLAN REPRESENTS THE ACTUAL CONDITION OF THE ROADS AND STRUCTURES, AND rn DOM. PROJECT NO: 12.0065 CONFORMS WITH THE APPROVED DESIGN PLAN EXCEPT AS SHOWN, AND THAT ALL ASPECTS OF THE STRUCTURES AND ROADS WERE CONSTRUCTED SUBSTANTIALLY IN ACCORDANCE WITH INDEX TITLE: THE APPROVED DESIGN PLANS. APPROVED by the Albemarle County V t Community Devvel pment Department Date I 1 SHEET NO: 1 OF 15 File SUB201300091 DATE: 08/16/2017 �P s 30 0 30 SCALE: 1 " = 30' 60 90 450 445 440 435 430 425 42C 415 41C 40` 40C 39E 39C 38E 38C 37E 37( 36° 36( 35° 35( 2 i x ICONCRETE SIDEWALKI 11+00 o � 0 O~ � a 1 N i N `o iP �v 1 0 9 o PUBLIC DRAINAGE EASEMENT CG-6 DB 4712 PG 104 (TYPICAL) UP ACONCRETE SIDEWALK 12+00 WOOD GUARDRAIL 71 PERMANENT DRAINAGE EASEMENT i o = i DB 2436 PG 623 \ o � o 5 0 / I o 0 o.co / FLARED END SECTION 9 SDMH 2 20' PERMANENT 0% DRAINAGE EASEMENT NO PARKING SIGN HH DB 2436 PG 623 FO HH NO PARKING TREE EOP TREE TREE / , \ 14+0p CG12 Q \ �` TREE ROAD 1rvv rnnnuvv awrvi CONCRETE I nn C CONCRETE SIDEWALK 48" HDPE t NO PARKING SIGN + 6 1 FO HH TP FLARED END SECTION \ TV i o4 SIGN P � \ CONCRETE SIDEWALK � FDRAINAGE PERMA:EN WOOD FENCE EANT \ ,� 1729 PG2 \ 1 \ \WELL HOUSE 7L —x —x X —xl RIP RAP DITCH 1 TREE Delphi Drive Profile Horiz. Scale: 1"=30' Vertical Scale: 1"=10' mg- Fn i ��ii��r III/ STORM SEWER HAS BEEN o �V REVISED PER CASCADIA BLK�, 1-3 SITE PLAN o 0 1 n� NO PART 1 1 PUBLIC DRAINAGE EASEMENT DB 4712 PG 104 ILK:.- STA = 10+61.00 'El= 397.39 - \ W1 x AS-I3LJ16f ROAD -PROFILE L Q EL m------- SEWER --- - COo T. - ,� r- m _ 14+ .- o� J LLj Cr -S.. = — Q . _ uiu W IL N Z I rn o N rn Ln rn M00 M M o °° LF)O M 1 M coo N M O v Ln rn O o N Cf)d7 m p M r I Ln Oi o O O7 �° O M -50 145 E40 -35 [30 1-25 120 05 110 W5 WO 395 390 385 380 375 370 365 360 355 350 15+50 v E o� -o 0 CM °� c Oa A2 L �>66 V E 0 oumM� .0 ���� ^ •E U W U r -MA.EL F. MY] Lic. No. 33028 01-25-18 w C/) Ca r m 0 w Y U w x U O o ~ E-- a m 0 m 0 w z cD o z w � W E O x w J U z N Oo � a U NW w W a i n w 5 w z $ J N 0 z I� � W 7 E�— E-a call Z Q � a Q E� O Q � Z �:D Q d J p �1 ~ 0 w w x DOM. PROJECT NO: 12.0065 INDEX TITLE: V2 SHEET NO: 2 OF 15 DATE: 08/16/2017 9+50 10+00 10+50 11 +00 11+50 1 :2+uu -I2+5u 1 5+uu I )+ou I'+tuu I`FtJV IJtuu / 4s,Zoze 9 enter c�� I Acres AQ� �FG'�o. / `L / V � p�bG QJ0 i SIGHT DISTANCE EASEMENT � DB 4712 PG 104 / / IS 9 TREE PUBLIC DRAINAGE 'o EASEMENT DB 4712 PG-104 TREE p NO PARKING SIGN / \ ?°w lock an/e / / / i, TREE F�HH' VO \ / Oc< 2gsn zst'ict� I SDMH CONCREtE-BIDEWALK / SDMH 8_ TREE / ` 1 OE EE �S9 �° y C: �Q a >�� o E / O ;>44 pmm •� Novv •� n � •� u D S9 ti W o s _ OAD a / 17 .3 9�,. TEE . SDMH 7 - - / / GPQGO `� `� OF yo Q° JO �� TREE A ti 0 ti�P�� Asti ,�p.k � ROAD SIGNDMH � w4 coot. Top coy J0 �P,V•. CG12 � - _ EE \ O TREE • ` ENO PARKIN SI TREE TREE- TREE C SID WALK SDMH 7 � TREE \ \ 1 �' TYPICAL P BLIC DR 1 EASE ° P . o �� • �� �, CONCRETE SIDEWALKS \v �` / ak s � P / ���de o/ F HH a.w �. Cope kiq CG-6 1 - % � Sim ,'n�torl � '' ., �\P p O I `� � � \ �R �P \ \ yo\' ete /�•� �S TV . �l (TYPICAL) - ",v�nE6 ` Z16�' + pe d 2G �� TREE /�� r-- - GP g0 A V �. \ \ \ SDMH 5 � _RF,45��6 \ A PARKING SIGN p`v \ O a /TREE Cr Apr/� V N NO PARKING SIGN TREE of \ \ 9 e °g VOA F�G� � TREE � TREE -� / • �� d �� merit \ R�v� 5 8 \ \ \63 p, / / I ti ��� / CONCRETE SIDEWALK x Y st. pOp Z EE>32 TREE/ / TREE r ���m °® (TYPICAL) REVS SE 11 \ gF ,at RCP }� 5 0 �, FF=446.0 1 0 R7 A 154 \ / � / \ V� k 2C• t q } \V� / TREE SOIL RETAINING TREE \ E .� 93 X °' .. — . _ by�da odaQ a w P DRAINAGE EASEMENT S. - DB 4712 PG 104 1erroscope., _-.. Moa' ` T 3 METALFENCE o 2 .Y ' yr PUBLIC-11 PLAN W � ` P U� . yp. i k S 4712 �G 104 MH STALLED q o �� 3Cq q 30 0 30 60 90 Q) Delphi Lane Profile SCALE: 1 = 30' Horiz. Scale: 1"=30' a Vertical Scale: 1 "=10' 465 460 455 450 445 440 435 430 425 420 415 410 405 400 395 390 385 36" HDPE `. 380 375 370 365 4�o���Pti S r M LF.M RS Lic. No. 33028 �0 01-25-18 ���s70NAL ww E��1 w d � ca m 0 w Y U w 2 U O .- E� a � U co aK 24 Q O I CD / w WAIMIM -yla<•p•\mPtit:[Iv� RI • IN '.10� YMIN 111 1111110 4II'8fTEE� IAM1�711-�-� ��Ii111:�J41L`hlpfaih97 i"i-i-iJC•7��L".�-�I����' - , , , ��71�71�i7N7all�i•7III:YL1Iai'e�:.7Q'7:7!•I� ifllifiV- �m� 4nJ LLI rn V1 J 460 ZO zo � a 455 o W w � 450 ca 445 w 440 z s o z E-I 435 430 W 425 E- 420 d O a U a 415 W a Q 410 w C) �:D 400 C) E-+ d 395 CD Q 390 385 w F a 380 w w 375 S U) DOM. PROJECT NO: 12.0065 370 INDEX TITLE: 365 r SHEET NO: 3 OF 15 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 DATE: 08/16/2017 lo/ s o ICJ z \ CONCRE S / / cre / \ \9p9 0 N R / n ,,,. ,: ° • ° , `�\ � \\ \ \ ayaN 6 �02 \ \ / � \ DMH 3 ` , SDM / \ \ TREE a oui DRIVEWAY ICAL) / �� �> e %\ p \ \ G-6 CAL) / r: \ \ \ \0 \ STOP SIGN \ TRE \ ay �To`I \ \ \ TREE O \ \ NO 5� P 11H 0 cyT n� i• �_ a\ ('V SPEE IT SIGN NO PARKING SIGN � Q � B� %q CONCRETE SIDEWALK / TREE SIGHT DISTANCE EASEMENT DB 4712 PG 104 \ 9S o \ � � 6A8� F�F9iY Lic. No. 33028 / TREE F -o •• �'- �' -rvd \ Y l % \ � 01-25-18 w O 7s o x 8 SDMH 12A _ „ / A A DB 4712 PG DB 4Z12 PG \L en �. .._.. ,., \ / — �._. ETE CONCRDRIVEWAY • 10 SDMH 10 — . _ CG12 \ o (TYPICAL SDMH 9 TREE �'� �� 9G \ w C 12 � \ o tl 9 �9P 0 PARKI Rr3 J, ` TREE TREEpVo� \\ \\ 10PRI1 \ w, o. \I\ \- J t4� �nF�F ` TREE \ z TREE — TE SIDE \ z\ \ \\ D AINAF PGA T '� METAL FENCE o. 9< �� \ S MH 37A \ O o \\ \y1p \ \ \ \� V 1D 13C ' r 2 NO PARKING SIGN �\ a m Q- TREE SDM 11A \ ayod �02 \\ \\ \ \' aNE OAD SIGN NO. PARKING SIGN Z TRE\ TREE �` STOP SIGN �' Q DB 4GE EASEME T �oNr'u� J �q� S MH 19 \ \\.. TREE \ _ I ml _ --- I \ \ \ \ a \ o C \ \ DIP WA m u —J 11 \ \ \\ n \\ /" \\ \ \.. \�n Q� \ TREE 1. k „nil ( - _�A LU a� / / 7A z w �A� F o a 30 0 30 60 90 ti0� Delphi Lane Profile x �1� Horiz. Scale: 1"=30' SCALE: 1 = 30' S0� Vertical Scale: 1"=10' 510 vA 510 U) < O zo 505 505 w U c 500 500 Q 0 495 495 s 490 490 a z $ rzo 485 485 480 480 H� 475 475 Z 470 470 Z 465 465 a W a Q 460 460 O I 455 455 450 450 Q E-+ d 445 445 �i v •• P EE ✓ , u °r Lot 1 25 } r _._ YD 50 /� \ --- � l _ •' i7 �� I� S a' I � _ .. YD 51 I 1 Q- s E � o ETE SD �' C CJ // / \ SDMH 25 W Lot 124 0 ¢ � I _ XX 9d XX 80 } _ _—...—... . _ „� E \ / \ i v A 7REE TREES TREE I° sl 1,686 S �' = 1N3W3SV3 39VNIb 210 31VA121d H1 aul 3iavlavn -+ x ^ `o o XX 9dXX 1 C > m o " v o>44 / CONCRETE DRIVEWAY i � TREE — - ° - s, TREE MB �� VARIABLE WIDTH I z s \ .SH3 v Div IoNldaa ^ ,0 ' o i -_ xb fE ub lic R R - CG12 MB SIGHTDBIST Lot 123 0 r o J M \\ (TYPICAL TREE m TREE f ❑ MB MB i, 686 S •0 \ o\ PG�a \� TREE _ m.z PG 660MENT�..._...—...—..._ ...—..._...... XX p XX 80 TREE �. MB 3 �� uC MB -. 39 3, II II iiV3 3 3 SV IV. W NCRETE Lot Vnl d d � � o � K 1•, 1,686 I¢ � � v � Ll % v � ( TREE CG-6) lOISV TREE; . \ a.. �� y ( TYPICAL L�8 121 6 S 1' � � - � 0 ' ANCE EA SSE ENT M •� PARKING GN / / NO PARKING SIGN / 4823 PG 1 v 14 a I k1l Ec s TREE E a, Lot 120 p w e5 F P SDMH 21 p EASEMEN�''GE t` \vim \ \ T s. �' Lot 1 sj 2,10 _ — . - I \ OAD SIGN 4823 vv � ��� VARIABLE — — — m 0p D/ 96Z£Z Y TREE SIGHT DISTANCE EA I — — YD 57 _..._.._.._.. �..._..._..._.._ ���tiTH 8c INL / o DB 4886 PG 669 ..._.. YD 59 \ 8Z N KING IGN o \ i � \ EE EE - c ti (d l) XX 9d XX _ t M L F. M RS d/ / D AGE EASEMENT i i Q I o I ,OZ 1 SV3 80 YD 60 __. j Lic.No.33028 y uo "9 CG12 \ o v YD/13F 13F D 712 PG 104 i a E � TREE Q o ^ o o A 39VNIV2f0 31VARId ,Ol YD 61 _ = 01-25-18 w 0 0 SDMH 55 �P C\{ N o v o E NO PARKING SIG TREE DO 0/ o C,5 ONAL � ON TE p WA EE I E e 1` TREE SDMH 29A TREE ? F, � / ��o `o SDMH a TEEI � S) L1 Q m 1 / ROAD SIG / / // sec." -- SDMH 30A Y 0LLI / o \ TREE x / 3 / / - NO PARKING SIG ' jl - 9 <\\ b�e�. 8 - - TREE TREE TREE TREE Z O z _ - I 3N17NOlV - / / 110 o F � '-' o ? / �,� / o / ^ , \ TREE - -- O TREE L�-- - � F a SDMH 37 C I SDMH 20 i i / . w < ago / / ^ ^ � EE SDMH 29 TREE W rx co aK---- I fi-- ` � � PE HD ✓V)�� "i I I TREE i 1- _ SDMH 30 Sanitar SDMH 31 3 I_ 6 _JI NAD83 w o z z 30 0 30 60 90 w F MAN Delphi Lane Profile a SOUTH ZONE SCALE: 1 " = 30' Horiz. Scale: 1"=30' x VA Vertical Scale: 1"=10' 535 535 w J U r�r zo 530 530 O -- F a 525 525 > o W w � ca - - 520 - 520 FIAT WATERS I ANE IN 515 - 515 J `_ z _ s 510 vPI STA - 510 6 - 1' MIN. z `L - _ - / 505 -SSADE LANE 505 _ - - ~ 1500 500 -- - o - ---- - �+ Z - ----------- o El- -_ - 495 __ w 495 __ sEWER J -- - - _ d O - - - 490 -- - - 490 as I ME a - w Q MIA _ - - _ _ = W Q 485 _ _ - 485 _ SfA.- Q' O 480 � 480 W a _ m -PRW ¢ 475 _ _ 475 � I N 470 470 J R' U) 465 a 465 Q � 460 6 IN x 6 IN x 460 Z a8 N Gv w 455 455 ~ Qi C) ~ 450 450 w Lu 445 445 DOM. PROJECT NO: 12.0065 440 440 INDEX TITLE: 435 435 V5 CO � I� 00 Ln •OO L i LID W cfl CO I� fN .� ao O O .O of �I0 I� N N � O LID O O .O � GO N •O r� CO .� o O� 00 CO N •0) c1i C� O .� Ld OO Cr) � c0 O .O w O O ,N � I� CO O cn n N ri 0-) au N LO N 00 N � O 00 O M ai � c0 O 00 6 r � �, u7 � � SHEET NO: 5 OF 15 CO 00 v 00 v O ao v O� ao oo v O rn rn v O rn O v rn 11, � rn N o cn N o � cn o � o L0 o cn in - cn Ln LID Lf0 Ln Ln Ln Ln Ln 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+35&60 DATE: 08/16/2017 TREE, \ o ' i A \\ \ \ 0) �- OE �. SDMH 44 N N 6 a. ti g1 ti� ff TREE 0h \\ \\ \ 5t \ C Ss 9b dp 3 ��'� of 1Q \ ti �c 0 V -6 ) [ E s > o ; �44 -A, 9O a S \ b J DMH 4- ' U \ / / S H 30A b YD 60 - 8�\ Aec \.. \ \., ��°se TREE GRE 'y A� C ��� \p9 \ �5 \ (TYPI LU TREE TREE \ O A l°\�\z o yo\��0 \ \ \ \ oG 4c/ SDMH 45 �. A5 TREE F y E �� v \v/ o 0 \\ \ \�P - 9, f •y \ '� ^�O yo6ag S� aw o Q EE / Y `�� ��5 � \ a� pt�e �/'� < ? o / s" b ,y i TREE /•� � � 3p3 aw/ �xti� THE - a, fJ B5 h ' * CONCRETE SIDEWALKo�q\� PtiTH Op Dt�c SQeea� �' TREE CG12 REE CG-6 ''j TREE / �0 01-25-18 w / \ Q (TYPICAL) TREE TREE TREE �s70NAL �\yG BE SOMH 32A\ TREE CG12 E TREE i i 8�p m LLI \ 1 — TREE TREE TREE THE ® F�N� /� yto\\ U1 \ SDMH 32 EE} 'r11F�P \ e Re �� Z z O o 1w CONCRE DRIVEWAY SDMH 33 TREE E THE j/��\ ox�eA 30 0 30 60 90 � co < ' M `o, > TREE ' j �� SCALE: 1 = 30' TREE C) z z w C� w Delphi Lane Profile a z Horiz. Scale: 1"=30' o Vertical Scale: 1 "=10' 00 560 w J U 555 555 z O o -- - � F - -- w V50 550 U o - - -52 ca 545 545 n _ 73.57 \ = 540 540 i43143.57 w 535 SADEINTY535 w o J s 530 --j 530 --- ---- --- 525 525 W ' z - 520 - 520 _ - �p W - 515 _ , 515 _ 510 I ¢ 505 0 0 o JJ 505 w N OO o n — .nTEE i— I— (� W o o o ':D 500 C J J 500 o - - - o �� I 495 _ 495 E-+ J - S A - E 490 490 0 Q 485 485 � C-) 480 480 W a z ~ 475 475 C) �' F- w w U) 470 470 DOM. PROJECT NO: 12.0065 465 465 INDEX TITLE: 460 460 L0 � CD � � N N O � O N In W �W I� NW 6� �(O 2 00 M V6 SHEET NO:6 OF 15 � o o o � o No a N oN NLn o o a N o o a o NLn o NLC) oO a� 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41 +00 41 +50 42+00 42+50 43+00 43+50 44+00 DATE: 08/16/2017 >=goo � _ u � N — /� NNNo� u \ \ 0\�0 SDMH / > o TREE�mentseWe / ti TREE / 2 y O �`�` / \ u' T' LU THE TREE TREE PVB�ApSEMECIS �� 1st�n' ��.� �� TREE t A\ 4 P e SIGHT DISTANCE EASEMENT ���BC� Si �� 10\���� D9 4823 PG 174 Si Di"ROAD SIGN i < ��` o�m � � i � M8 �� � Sir ti� ��Q / MB B TREE CONCRETE (TYPICAL) WAY SPEED LIMIT ��� a EE V / o r A �tiIH 0p TREE TREE TREE � \ / o�, �• /'/ 1 TREE \ � O / / / / SO \ _ ,.. 0 P / ,k•Vnzen yict" z r Lic. No. 33028 res / / o $� % 01-25-18 w / THE - — — SDMH 14 TREE THE s�w -� THE EE o A\ DAB 1�ti wal rk Lae s w SDMH 22A \ / NO PAR ING SIGN T \- SDMH 1 \ D I SIGN DM H 14A / REE EE \ w / , %'f / SPEED UMIT SIGN ��TREE \ / ' NO PARKING SIGN TREE I NO PARKING SIGN o _ SDMH 22 . TREE o ��\ Y ( ) uj m I \ r v^ CAL % SDMH 18A M j 1 a I \ — J \\ x — m r 31 w II \ , , z ( / of 31 c� Criti / JK o I o --- ^� SDMH 1 �A ...5 of >7 Lot p8 CON (T pICDAL) WAY Lot 29 2Lot ,041 3 Sf 2 010 Sf m I I TR \\ a } (259 P I r i Lot of 28 So x m ?�� >9 Got 2 069 f1 m I• >. Lot 22 Lot 23 Lot 26 Lot 27 L nd or t Ty, '! L o O I _../ 20 l:nt 74 , ro Sf 2.036 S TREE \ \ 24 Q 0 I I m 0 w O z z aw C� a o z C b Oval Park Lane Profile a C) Co Horiz. Scale: 1"=30' x N Vertical Scale: 1 "=10' o w t=1 520 520 O zo 515 515 w U c 510 510 W w 0 214 ca 30 0 30 60 90 505 505 s SCALE: 1 = 30' 500 500 a z $ o J s 495 495 z w AS -BUILT ROAD PROFILE E � � o SD H 18 EEtg CO o o \ \ \ d�\ �" L m DRAINAGE EASEMENT o�u l SDMH 18A Lot 84 I DB 4712 PG 104 I \ I 0.226 Acre / METAL FENCE TREE TREE e t 85 30 PUBLIO/ /' 20' PUBLIC 0 01S3 NIT Q \\ j DRAINAGE EASEMENT / DRAINAGE EASEMENT \ \ � J I SDMH 3 \ 11 1 \\ \\ I / DB 4712 PG 104 / DB 4712 PG 104 CJ - � 0 10' PRIVATEING SIGN \ v I TREE 1SDMH 62A \ r - DRAINAGE EASo \ I 0 PARKING SIGN 1 \ 20' PUBLIC / y` \ DB 4712 P EMENT \ o �9 I S H 37 1 \ '' DRAINAGE EASEMENT w CO G 10¢ w J ?S/y \ I 1 rn \ DB 4712 PG 104 SDMH 628 TREE TREE \ / I _ N S MH 19 I M I', OAD SIGN \\ I NO PARKING SIGN L / \ I TREE I STOP SIGN TREE / SDMH 62C = 6 PL T N 0 F G YD 13 0 \ II NO PARKING SIGN �' \ \ X - SDMH 20 I TREE SDMH 63A \\ \\ \\ ➢ a \ m TREE s'. aw o A y \ m \ SEED LIMIT SIGN 10 00 - - 6" DIP WATERMAIN 11+00 _ 12+00 12 3 N \ \ '3oulder till Lan � Lic. No. 33028 \ I l 12-T 3r-4 20 T232.96' S4' Publ'c R/W SDMH 63 i g \\ of 01-25-18 wy ..\ I \ / V I TREE IEEE NO PARKING SIGN TREE SDMH I \ r1p r� \ SPEED OMIT SIGN N d �ON�RETE DRIVEWAY THE ' SDMH 3 (TYPICAL) 0 3 Ca m o � r / j 3 Cl ✓v f 1 1 0 �. c'�n / / o w l CONCRETE SIDEWALK (TYKAL \ \ D� o� / z o \ NO PARKING SIG _ _ / a / �a / � r 1 m' \ /' �y \� N } t' W o`. SDMH 21 � � � � z YD 13F `; �a \ / , / w coQ� STOP/I N �� p\\\a-op,p �54� a i w o / 6� /o - / ? gv w z w w � E z A � 0 x w J U U) ZQ Boulder HIII Lane Profile a Horiz. Scale: 1 "=30' 9 A Vertical Scale: 1 "=10' W w 520 520 n a 515 515 u a �A�a3 510 510 z w 30 0 30 60 90 505 505 SCALE: 1 = 30' So��� 500 500 ~✓ 495 C�-i a 495 490 490 0 Pl� U w Q 485 485 W a 0 480 480 W z4•. i� � W I W 475 E 475 � � a 470 470 0 E' 465 465 � Q Q Q 460 460 C U 455 455 Q � J � 450 450 0 (� Q LU CO 445 445 DOM. PROJECT NO: 12.0065 440 440 INDEX TITLE: co 00 It 8 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SHEET NO: 8 OF 15 DATE: 08/16/2017 AS -BUILT ROAD PROFILE cD - w Zo co) it � O � � �O � LC� O � N CO � O 0.100 Acre 'I 1 0.>43 Vie I I I Acr I Lot 68 I I / I / 0.103 Acre I _, — I — — Lot 69 Y p — = AL) I I �DNCRETE DRIVEWA / 0.115 Acre I �TYP1CPEi �, R -= r I II -- r Lot 70 r— S,TREE Lot 71 II — SDMH 39A SDMH 40 I 0.167 TREE G I 1'2 I Lot 72 I � O —� I TREE �...\ E 0.154 Acre I — � a i a - TREE % SDMH 39 WIDTHEMENTC SDMH 46 VARIAB pGE ENS / DRAIN ' - -- TREE - - / h _ SIGHT SDMH 24 TREE ��o VARIABLE WIDTH ` �i -' DISTANCE EASCIJz / DB 4886 P - � 2EE SDMH 25 Lot %° pier _Lane 7,686 g Qo i >25 h TREE �DIVCRfTf S�D£wALK Y3¢ ublZc � CG1 TREE Q 2 Lot 3_ >24 / S' �>,686 Of O Q " THE M6 MB SIGHT DIRT VARIAB WIDTH v / S 26 MB DB EASEMENT Lot 123 2 86 P 7, /, MB G 660 ,686 Sf CONC 9 SIGHT DISTANCE EAS \ \TREE SIDEWALK Lot >2 DB G E 4823 P .. $ �. CG- co - 0 iT1PICAL) Lot >2> U � ` —_ I� I h 7s86 S TREE 30 0 30 60 90 NAD83 SCALE: 1 = 30' ; VA SOUTH ZONE / ° - � l l l r -_-- _ Lot 63 / I / / o� / / l 0 >24 Acre Lot 62 — re 8 i / 0. >z4 Acre ! / 1 / Lot 61 / ! / 0.1 CONCRfT _ I 1 g Acre I l 0. > of 60 iT1P/DRIbEWAY I I ! I 2gAcre I I 1 / -� SeW� Lot 6-5 � � / I 0. >36 Ac re l ,T _ z TREE _ 1 I �` TREE _ a w � SDMH 43 L � / _ SDMH 42A �� 280 TREE�- _ Si J zc TREE So TREE EE ' TREE . TREEO w ^ yDI i TREE v 0 1 a..w o ^ ^ SDMH 43A rERP"'H '� � •.' a _ o � � � e.w, � � � ' a ^� YD 48 v v d o �� -—-.. _ - _ YD 49 (dl) �... �.. .o �... -11 �.. �...�... I _ � d �... ` �...�... YD 50 �...�... �... N3 9d X _ ;�.. �bA� �3Sb3 i.. i... ` '" d"i ., YD M 3j8bl�IbA \ y _ � 8p `L. - _ n Nam... _ v b3 3Db ` �...�...`...` — \...� o- D - E v o m Glissade Lane Profile Horiz. Scale: 1"=30' Vertical Scale: 1"=10' 00 0 -- -_--- 0 �° l \ o/ / e` I 0 Lot 54 lot ^ ! ! I 0.>4 � / 2 Acre ^ 1 \ / , or _ o `�` / TREE � Q Dh O� �' TREE TREE O TREE TREE / `` TREE 3 8 ,� H� �� A TREE 1L _:�1, TREE GG � TREE �o o� .. �ti � m / (�}` k l � nz' v � o � � f EE ie / % 5 3 REE i� / � C ^,44 W •[ W 4 �� o -- N NN ;z2 N E N Y v �s P �y♦ �Pti 1 H O F G M L F M R c No 330 Li 2 8 Ao 01-25-18 ww ��' � �sS ONAL V1 I � ~ � w F Q � m p Y w W Q m co � o I m 0 Luz 0 u) w � o z w a z C) x 570 570 w J U 565 565 O -- � zo F a 560 560 Q o 555 555 550 550 w w S 545 _ 545 o z HEN 60.00' 540 - 540 E-1 535 535 W - ��j 530 _ - . 0 530 - - 94 - _17,29 d 525 - - - -1 525 K-38 21 U - _2.50 _ �] _- a 520 a ____ ___ - 520 I - - - - ELEV- � _ ------- w O 515 J ro 515 o W a z W -- pq 510 _ o o a J a or n_ N J o o J E-+ 505 A. o N 505 C) o J ------ - 500 _ 500 E/ C:)o _ _ ~ _ + o w J J = Q 495 z Q = Q Z tl - 490 _ 490 w �:D o J a o o z+ J 0 o N - 485 v a 485 (D w -Q w Q N (n U) rn J 480 H 480 DOM. PROJECT NO: 12.0065 J - J 475 �aa2 475 INDEX TITLE: z � I 470 C0 CO M ono O V q O Ln 1 Lin M aNi O V LC) Mo O In N DO O Ln W 0 cD O CV LL7 O Ln W N v O O Ln 0 Ln O Ln Ln O Ln (O co • Ln C0 -0 LO 00 r Ln CO C0 O w LO O CO Ln O ao LO N N oo c Ln O DO L� I Ln O ao 0 L0 O N O N LO 0-) O (v n a co N LO n I Li% ao N LO O r -0 N r� N In Ln N -0 00 a> N LO "- 00 N Ln N N Ln 470 v 9 SHEET NO: 9 OF 15 9+8010+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+80 DATE: 08/16/2017 `a v .i. v=Q' I l \ \ / i r •' �r i 1 2 r111 v ' E 1 ` _ o `' w O� O j l o�msanitary E F %- - 00�9Z a \• 1 > CP — — — — — — — — — — J _Go) m E m y \m o a Nova \ •[ �� �n \ s �w `" �•E C o I I - , TREE 20' (l yp) \\ 0,Z� - I (TYPCAL) ----- �� o L I I MH 2 m `s3 \\ SDMH 40- �"' C) TREE rn m= CONCR TE DRIVE AY \ / I a - I / ( ICAL) SDM 46 I I y � I J I C c¢ a a k e � r a, -----------J I 99 o SLo L)f SDMH 55 0 TREE - I f 4 � r 4 e, E A;9/E J r I e ` / Q irking - it Waters Lane 6 W - - - - - -D � _ 5 Pu6ltic otx. sia = n+61.00 9n r I yTH 0 �e O 4' R W = M C 6 ypical) stun op Si n�� F D / ON SID TR E ;- e 9� - -- r� n��G I 4 - � -- � lass 4 N ture Tr it E is 9 -12 CG EE ----------fIlpn p I o U - r LF.M RS o I ,e -� � o J � I� I o� �' • � rI F TREE SDMH,56 m top / Lic. No. 33028 01-25-18 N �YD46 q 1H' 11A I-- -- -- -- --J o m w — -- -- -- -- SIONAL 2,410 Sf E� E L------- ' Lot 117 o w x THE to 54B g4 wac� I 2,420 S a f ZE I I o ------_ �- c� x TREE t 116 - ena o Lot 129 rn I I I 0 o 2,410 Sf �� I B.F 6r <o I I 2,420 Sf I o Q TREE > I L- L 7 _ Lot 115 } Lot 130 r v ------ -_ JI / r- --- -- - - -j 2,410 Sf YD 58 i I I I YD 49 2,420 Sf o F„A - EE I I o 1 TR v J Lot 114 I I I Lot 131 _ � I O o I � N EEco 2,4f0 Sf ~ I I 2,420 Sf o I a_ -- ----- — I 'y z V v a I L cl Lot 113 I I Lot 132 Q 3,231 Sf 3,388 Sf - -- -- - o YD 9 10 PRIVATE - E I J DRAINAGE EASEMENT' r 14 2' (Typ. 5 15 �G) I 2' (Typ. DB 4712 PG 104 j �l I f EE Typ' X I I m O { I CD/ I I 423111Sf B I I YD 50 11 A o N T J z z w w � E Flat Waters Lane Profile a Horiz. Scale: 1"=30' x Vertical Scale: 1"=10' 560 560 w J U 555 555 O o -- F � a 550 550 S 545 545 � Q 540 540 w 535 535 o w s 1CA1 WRV� R1 VERTICAL CURVE P1 EL - JAUJ VERTICAL CURVt-#4-- ,L CURVE �15 z 530 530 525 525 520 520 1pp. 191-00.00 FP T D CDW 515 515 a d 00 510 51000 CIO W w 0 505dYbY 505 w Z TEE W 10+ E--1 500 500 495 495 I 30 0 30 60 90 490 490 Q SCALE: 1 = 30' Q I� 485 485 480 480 w � � ? ~ � 475 475 � w w 470 470 DOM. PROJECT NO: 12.0065 465 465 INDEX TI TLE: 460 460 Lo LO LO SHEET NO: 10 OF 15 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 DATE: 08/16/2017 x - + - o 0 0 o w a rn o Q �w w Ulu �� N N N N 1 I I I I I TR TREE 0 /{ NAD83 I ''I E WOW- ZONE / VA SOUTH x / '' EE I � � I TR EE TR o I II Z o jl I I III I II. 580 575 570 565 560 555 550 545 540 535 530 525 520 515 510 505 500 495 490 485 480 b f 20' (Typ.) w i r o w v I I I I / I / ... H. PE y Ease C I r' CC 0 W � Lrl l �'r r m SDMH 5i c„ r, N r' zu s- r` Nr, zv zv w^ co r:tv w'p�, moo,�t moo, 1 20' (Typ.) 10' PRIVATE 20' (Typ.) — 1 60 DRADB XX PGSXXENT' YD 58 YD — 12 HDPE 0 11' CONCRETE EDGE P IVA I , It DRAT AGE EASE ENT C DB XX PG XX V � C m -, co rn � «o �coo �� t- DRA �E'E SEAT ca l� P w O o f — � — WIDTH PRIVATE X EASEMENT XX PG XX >=goo � u 55 C LNN 8>°�— o TR (DL rn r� c E � d 9BSb 099 1N3W3Stl3 30NV1S 'E H101M 318tl18VA 0l'z W Ell 707 O IS 989`1 Ll —12 0zl 707 ro l%l 707 o P e5` o, S 989'1 zzl 707 tiTH Op !S 989'l tLic.No. i;21 707E 989'l tOl 707 S 989`l 3Zl 107 N L 1 ILJ u 20' (Typ.) 1 5.3' (T y w N W o Cb Backwater Alley (Private) Profile Horiz. Scale: 1 "=30' Vertical Scale: 1"=10' A --BUILTROAI}FROFIL N n o w � co m � m w 00 L U') -t LO � ie � 'n N U) N 'n NN u2 N ie N U) N � N N CD N N 0 CO I I Ln Ln LnL L� Ln Ln Ln D D D i D 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 w a Q � m 0 W Y U W 2 U Oo r .-� � a � U m aK 24 Q 0 m 0 w O z z w w C� E a z � 0 x ui J U U) 00 -- � F a U c w W � s 2E z $ w o z J 8 d E-, Z W O U � �I wO V 1 mW1 a CD E+ I Q O di W Z E _I CD p w w DOM. PROJECT NO: 12.0065 INDEX TITLE: vtt SHEET No: 11 OF 15 DATE: 08/16/2017 445 V ' / A ` / V 3 / 4 5 6 7 7A ' - m u RP-WE445 f��1 0) �NNCO 6+ r L O Q � 440 440 MEIN (ILA 435 435 C ° .� 430 430 W o \ 425 425NMI 420 420 w h y 415 415 Oki, ac or v p es 410 410 405 405 TH Op 400 400 r LRM RS ✓ 395 395 Lic. No. 33028 �01-25-18mmmmmmm 390 390 �S70NAL 385 Ilk 385 W F 380 380 Cl } m 0 w 375' 375 w U 370 370 Z z O_ 365 365 a -0Will m W w � 0 9 485 7A 8 ` 10 11 12 �� 13 14 485 1 NMI go m 480 480 CD o z z 475 475 w A 470 470 x 465 465 w U 460 460 O o � a 455 455 W w ca 450 450 No No 445 445 440 440 w s o z 435 435 430 430 425 425 Z a � � 420 420 d O m MEW Sim cf) 415 d W 410 410 w a 7 W �o 490 �18'' 18A 490 485 14 14A 485 540 44 44A 540 -- W .o -c11 � E 485 485 480 480 535 n 535 Q — — O 530 a 530 Q Z 480 480 475 475 ode rode � w �_ 475 475 470 470 525 525 Pro DIP WATERLINE -- ~ O HORIZ. SCALE: 1 =30 SIA.=0+25.73 INV.=468.67 520 I 8" DIP WATERLINE 520 STA.-0+21.18 w Q'- 470 470 465 465 _ VERT. SCALE: 1 "=10' 8" HDPE ®t12� < s - J e Nv.=52zso 465 465 460 515 a a 515 DOM. PROJECT NO: 12.0065 HDPE ®1.25% cc 25.97' 25 HDPE ® 2.46% N INDEX TITLE: 460 460 455 455 510 - " 510 .o . Vt2455455 450 450 505 505 lul 0mmim 450 450 445 Ill 445 500 - - -711 500 SHEET NO: 12 OF 15 _0 _0 -0 30 0+00 DATE: 08/16/2017 --IIIIIIIi— 1111■ IIi —111_ �11�•<=� _- ---- rr_ 1� -- --ice■■-r _- �—�— � �ii711iYlkJ•Iri' —� _�— _� --IIIIIIIi 111- IIi11_� .mow-�� i,� _� = �—ice � IL .. ..• —i• �— _� �Il Nlw�w�.ii�l.u»; »[air.7 111- W■■� —111_ 1_— _� 1 1 c 1.wA��__ 1'4.AIY 1 .1 0 . A_I�■ - �fI1X�� s-' =: � ��.�z + III � 1_ ■R71F1Q�1Y�ailiriz��jd - � wit— 1111■ IIi 1_i� CJLa� f.7r.><sJ— fil�i��S�9CIl■� GS"F-.9i��.7l7R:•WIIi �— 19r7�—_ [7�\I R:i�dl • • �t�f �I�_ �F� _GiiC�■ice iwL':ItWt�•i� —C —_h �1!'Jlt'fi� 1_■ i,[+]III�I!ii, lip �1e71rL�=���■■I-�it7�i�ii�ls v�i �11■1�v—�1 I.4.YW i��1il■17{■� �.■EZI—�Fi■F_i7i�Bil■F_+L7i, •� � �r7-F_;7� —@ii�IF_�a �@iIF_i7� �l1E�L�Z-3—�Ili:f■r�i�llE:f�r�i, -IIt�Ir�i� —IIFf�I•Ir� �IIFfIr�� �r����1.1■m��rirmi, �e _ r1e.1-m� �rii�lEm �ri�m� i �1 �9E■LZ7—�ylliK#ai�.iCiaK#ai, S.'aE��7r���_ i-JE�fIK#a� �Riiilr.��— �.iRiIK#a� RiaFF 1_ i___ ■1_ —� �■ ' 1 :1 1 • C� —_ 11111111-�— ■1_ i1i 11111111-��IIIIr� .. ■1_ .. .. . .. .. .. .. .� .: •� 1--fIF i,11F:f�l • - _llF. L:�— �llFf�iL�I�L�WFf�i i .�RiaGiF���� ■s.SS7— _��ii1S7 IIr�lriiY■ - � �J��iiLS171��SS7■I�fii �:1E ■1�� 11�]Ri�iF��- �•3CiiiE�I�F���lyEiii ir�3ua�� _Ci■iRRiiGri� .. _cati��.lar �II��11- �■■i'■iii■■i �IIIII—■■i IIi4T��R� • • w i i _. F+yiC7 �llli�MM.NMiWIR Ali■ i i E7iEi L:]WFi o1,E� � • ® �r�r.:l��rrieaea �lilrq■I�Ii1G�J■I!■ �r11:�r.�rlu�ri �rwr..r_��e�� 1 rlti�a:IL:_I•�e� �■tll■I:�fl�i •. �E7iEi inA�� �o1yE� >=goo HORIZ. SCALE: 1 "=30' VERT. SCALE: 1 =10 14 15 16 17 18 i 19 20 21 22 23 24 25 26 510 510 o ^, ai77� cl Novi N ci _ R n 505 505 � C cl W 500 500 o 495 495*Qe9Nc� 490 490485 485 480 480 P},TH pp 475 475o��ti Dr�c 470 470 L F. M RS Lic. No. 33028 465 465 �0 01-25-18 ww S10NAL 460 460 455 455 t� 450 450 0 w Y U W 445 445 15 Z O o ~ UJ E a m W w � 540 540 535 535moffam� Elm MEMO m 530 530 0 IN o z 525 525 z o w a z A 520 520SEEM 0 x 515 515 w J U MEMO leas 510 510 Z O z MEMO o MEMO -- F MEMO 505 505 U o MEMO MEMO MEMO W w MEMO 500 500 ca W-go� MEMO 495 495 MEMO �m 490 490 z $ MEMO o s z MEMO MEMO 485 485 11" I MEMO NNW 480�E 480 MEMO am I MEMO 475ON 475 23E Z O ' 6A c 33 34 35 425 \ / 425 11 11A 12 12A W 550 550 475 475 480 480 410 � 4 4A 410 460 8 8A 460 � � W 545 545470 420 420III w No 470 475 475 W 405 405 415 415 455M 455 a1 540 540 465 470 470 a 26.77' Parade 400 400 410 450 450 O W 535 535 30.47' Proposed Grade 460 460 465 465 E Grade C� W 395 395 405 405 445 �8" DIP WATERLINE 27.fi�— 5' RCS 00 530 530 "TA-0+25.28 455 455 460 460 DIP WATERINE 440 =442.97 440 —8" DIP WATERLI` 27.05' �Existin Grade 9 Q 390 390 400 400 STA.=0+25.31 " A=455..24 �8" DIP WATERLINE O 525 525 3658 INV.=403.59 450 I 450 455 455 455 STA.=0+22.36 E� 385 Lo It 385 435 435 JNV.=460.00 Z 5200 520 DIP WATERLINE 395 395 395 12' — 15 HDPE ® 2. 337 445 445 450 450 Z lii STA.=0+25.36 430 430 Q ? 380 3801NV.=387.42 390 390 515 515NOME=06 M 1425 440ISM 440 445 445 w w 425 375 375 38500 385 rn 510 510 435 435 440 440 420 420 DOM. PROJECT NO: 12.0065 mum370 370 380Nuffln 380 -0 505man 505 -0 -0- 430IBM 430 435 435 INDEX TITLE: 314 -0 -0 V13 SHEET NO: 13 OF 15 DATE: 08/16/2017 tD N of � 00 N c0 N iD � tD � tb N 00 W .. ■��nry� �rlri la ®® �©�� Ea■1�� Ada � •�� .. ���� • IOU��� �� C]UC��•7� w■ry']��� • ��I:a !■lia����s�a1�■3■:9�� �■ ■k7�1�rw1 w■G�i�7 ��■■ ■■ ���C�WI � �� ■■iil■i� ■mow ®��� �■ �■■�w■�w■1■ -- ■■����F����IY4�1l�Llab71:1�1 A �—�11� � �� ��� �:a �:a���r��■■_■��■■�ererrr��■ena�zr>7����� ■ 1__ �;:w•�■r� �� --��—� �■■r—ww—� - .•- ■■—.nnrni�n.■n•.r s�.nm�.•���.� ■■■■�rrns �■■— �� ��r�rwi�■ ��—_— ■ram 1■■ • • .:��r� i w�— �� �� -kT�r111•�� �■■ w�■w�l■■■w�s�■w�w■®�.���■■■mow©� �� �� —�u��u �^a==<y—■■ —w�■�■■1�>�w■19■�w■isnww�wwEy■�w■■1�� �� �■■wl■+_�■■�� ���■■�■r■a�1■r-wl�es�I�■�w■:rl■rwww■w�w■■■��■�w�1� �� �� � �■■■�ul■fi►7�■■— � ���■r�■���Iw_■�■�ws�■r�w■w�wsa�il■I:�w �� ���� w�.=:Rss�ct�i� ���`i.r�s...._.,...,�.>r..,...li■�wl■rl�■r��w■n�■�■■��a■�� w �� ' ■■� � .E7TiTi>w :r1am��:rst':aw■■■■■ • - i A—■■I■■r�rlCw■ ■ —� w �� ���1[vsc�lcwrm��trrya�r:■Bsr ��� r•�w ■ ■ �� w �� ���-----------•---•--•--■m�rsr. ��� Ei— IILy.Y�l�ly■:b]J��7�f:CtiAww1■ —� - �� _ • .. 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W iJ■AF*J wlaiim&Lm— N1ii�d— " IEr71 1 ' mill mm; . immilIN-MMI_ , I slll� nows�m_ .L1iii71 ipmiml•m __ _ �iii�R��!"�5EMBER . !!1!!\— 9/i■!L\� Emmet©E 1��JEFi■!fin Ncu- ��m=E�m= �m� E�im w� E E 510 505 500 495 490 485 480 475 470 465 460 455 450 445 -0 505 500 495 490 485 480 475 470 465 -0 PRIVATELY OWNED AND MAINTAINED STORM SEWER 13 13A 13B; 13C 131) 13E� 13F _ . B m— 1 �mea ral,a .. � —C7Giiw■Yi •• - .. _ •- �r-ter.. —GiC —&.dha . Cif■ - : _ - ::. 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I= �gmimmwC 525 520 —8 DIP WATERLINE STA.=0+24.17 510NV. - 15" HDPE ® 1.79% 505 ide 500 495 490 540 535 530 3H 525 520 515 510 505 500 -0 32 32A 540 ■ ®0 —mME �!\�.■1 � i —� wlGsa■I — Ga p w Lli P14\.E9Pw1� G: IaEyi��.. w1�N�Yt�w• wl■liif�(•11 Llila �I�•n/I■wl� - wl�.••r�■IFil■fi w wlbr,Dii� L Jli li 535 530 510 505 500 495 490 485 480 475 470 465 460 455 450 445 w nvr� v.oa 1.I 525 520 �8" DIP WATERLINE STA.-0+26.46 515 INV.=521.34 510 505 500 J� ¢c ¢c 4E 4E 47 47 4E 46 4E 4E ... I �r xs• • r r 1'• wr..1N41 —1.9Y9 11!11l51 wFgF911l— —•9l9YI�� CQ392 .. 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F:fW;l 33 L M � IF:f3L•&3— wwlllF:f��LL 3LL�3 F - 1 RiiiLZ�7� _1Cii R • E�®� IEM\ ©E�® E 530 525 520 515 510 505 500 495 490 485 -0 42 42A> 530 IN gym=: =�1�� M —awl .911 IL wl �ornE� 525 520 Grade 515 510 —8" DIP WATERLINI STA.=0+21.14 505 INV.-509.75 500 495 490 485 515 510 505 3N, 500 495 490 485 480 475 -0 39 39k 515 MOOMMON 11 ��E 0 —oil_ MME IIIIIIIIIIIIIIIIIHIMMOM �'11 om Room IyRii� � 510 505 ide 500 -8" DIP WATERLINE STA.=0+24.31 4951NV.=498.31 iDPE ®2.08% 490 485 480 475 500 495 490 485 480 475 470 465 460 455 450 37 wIG7■1 .. 1► •■E wl�il�■1.71�'�Fil/\Y wl , L7EYZ�li1ri . ::duW. r. r2 �MEFIMNiE.�■� �■I F4 mai �l�l� M. imml t♦F7�A.piiw� wIL•I33WFf;IF� • wlpi'�J wlpm;=;Mtye:aarg�a wwEL®rnEgmrgmr -430 0+00 4 4 47 47 43C z 0 42 W 42C a' 41 4101 ;_ �S OE �NNo� 6 r L pQaJ� C ��6� E ai77� c �ov� Lu Ll M1fLHAEL F. MYERS Lic. No. 33028 e �0 01-25-18 4 IONAL.E O z 500 495 CO ZO 490 o � a 485 W � �' Ca 480 475 470 TTif z m z 0 9. 465 o z � s 460 455 E- Z d 450 CD (� 500 495 490 485 HDPE 0 1.17% 480 475 —8" DIP WATERLI' STA.-0+25.98 4701NV.-475.02 465 460 455 450 w a as 0 w _ Lu w w U) DOM. PROJECT NO: 12.0065 INDEX TITLE: Vt4 SHEET NO: 14 OF 15 DATE: 08/16/2017 HORIZ. SCALE: 1"=30' VERT. SCALE: 1 "=10' 405 400 395 39000 L 385 380 375 370 365 360 -0 540 535 530 525 520 515 510 505 500 495 490 485 480 475 44 —MOM r-Niml I WN�n�Ai I Yid—��lf 111L1NN`• —";p L ii `:f`• E1 �lyl c•=•,■�IYY� i+li�—r7A:1Li 1r•.IRV —li1Fg1 ii:• .9 li �E9l9�1liE�■�ii� Yid—E!9!!9�11■ —NJIM —uaizi1! ii _ t] �GiCi �woml ii e7.. eT!�L1■1� �1� �IL��C�i�L�1SYf�'sl'M��.•.1� ,_ �orl� • —A6■! iiARAFY•AI.A IIII� ■i L!aDlo ■�i. cai��or.�F■� �1-��• �r-�c�e- iio��iral:��ac■� ■i�l:ar:a�i®i■■�IYY��oiilr���Yi■■�IIiY� . I •• �rr11:7 �IJli71 iil�Wiir�G7�Ca� ■�'��—ii3.7iE7—liif3—�. 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' if�L•ti� �CZ�:N!i•■ —FZ3J1►3i� � ■r 7■Er?�■Y•iET1iL a7� �fi.7!7!�1�4+eL+U —Liw.w.74Em l•�� '111 RON 1 1■�� 1 iiii vi ■ Ltli•WILN■li� t±■I■iiM�ll1I1�1�� �Mlffl �f.1(toua■111�1■Il r■ fliii■■Yir . nil■I■l+l■u� 11ii �r+l■u� ■ �ii■E1��= FIf�3C• �� op, .�.... E! ��111M E�Ma�«a (5 66 67 405 rr_\,_ iil�raAii f t� 1:919 �IA•� R 919 CIA• —Iff]�t]��IIr7�t711i• � W 1■�� W I I■■� YYIYYrIiYY .•cn r..r�n�S�L=•.s iil■■■i■ �� i ■1111■ i =vmIIm mm■ �� sMIRM • � - idiiki• i■I■F41l iMk�1� i1�JRlii —o?a7E � Ei• 400 530 395 525 390 520 385 515 —8" EXIST. PVC -AN. SEWER 44 STA.=0+60.06 3801NV.=384.77 510 40.28 375 505 370 500 365 495 360 490 PRIVATELY OWNED AND MAINTAINED STORM SEWER C48 54 54A 54B 530 r11!Iii� R71APJ��ili■ i■Ei1. ■�0F.1■�� iti■ i■NgfliL�ory©��ii■ i■ ■I■ ■ IF_ � m 111 ir�esrrrrr.1 i■ W ■ I■■©� 1■ilk r7RY•1�19SJ i■AE9s., - l'7�rJiI�r4•A.Z•>or�l�� i■BEY I�i:�il���� �: - I_l91ll�Yii■�iiilLi —.. 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Ql IEZ��@3iilFl���■@i1Ql—@ilEtli■—F�1�l�1 �iiEtli pM '.f3�•� 31�—IF; 911=0 EZW, %IL�1333—llif3L•L3—�lF;f3L•L3i■-1F.f3L•�3 F'.f3L•Lail �L•J� �■L�� i�—lllf�Ls'—��■If.S�i■�Ii1l�' �IitlLi�il DiiaC -a i■yDiaC�a�E i:ICE-a—�EZaC —�yR■iCa-�i■�EiiC �yRiiC�-mil EjCa� E�� �� E���E��.I®�•7E�a �©E�a��©Esa® ©E�a�� E� 41 1 •• 00 11 •• 00 11 53 53 43 43A 530 csa�.rr>nrcnrr� i�ii■ �r�l■liry���� �FI�+�L•!i.i♦0� iL•I33WF;f�i•C•, if i�'■Jliiin�lil iL��l!9Riii•C�IyE�7 52 525 52 520 51 515 DIP WATERLINE 51 STA.=0+21.17 5101NV.=515.71 50 HDPE � 1.65% 505 50 500 49 495 49 490 48 PRIVATELY OWNED AND MAINTAINED STORM SEWER 9 N z m z 0 rT�G 535 �So m �__ �NN o� 6 C oaa`-° _ 'L @maim a� E M° O Lu 0 '�, M1fLHAEL F. MYERS Lic. No. 33028 �0 01-25-18 4 10NAL.E i! E 525 q 6Io] 515 U] Z z 510 0 w 505 a a N E- V 1 � ma CD W � I 535 530 w Q a w 525 � 520 Q � E-4 W 515 R�'� U) 510 Q 0 Z U� 505 I —I W 500 ? � Q Lu w W =n 495 DOM. PROJECT NO: 12.0065 490 INDEX TITLE: 485 Vt5 SHEET NO: 15 OF 15 DATE: 08/16/2017