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DocuSign Envelope ID:4D7650A1-DEC F-4F10-A64A-44A2E32E000A <br /> Ld <br /> WITHIN TOWN OF CARRBORO / WITHIN TOWN OF CHAPEL HILL 111m. m Y <br /> EXHIBIT A - GRAVITY SEWER RECORD DRAWING / <br /> PRISCI LLA LANE SEE CUPLAN/PROFILE O TFALL D SEE CUPLAN/PROFILEOTFALL C NPD $� o <br /> (1898 ) _ CID <br /> O \ ��� EX. WATER / / -// 's"p,HF 10' MIN. / <br /> P PIN #9870440259 k s PI 7 53385 / „�F PROPERTY OWNER SHALL MOVE SEPARATION <br /> 0 BUDDHA LLC „ oo rGERS // / y �- /o CAMPER PRIOR TO CONSTRUCTION. <br /> DB 4435 PG 507 EX. 4 WATER 1 PG 475 <br /> PB 63 PG 73� / ��' o CONTRACTOR SHALL CONTACT <br /> °� > 4" OWASA IF CAMPER HAS NOT BEEN ` CONTRACTOR SHALL PROTECT WELL <br /> GA y `� MOVED PRIOR TO CONSTRUCTION IN FROM EXCAVATION ACTIVITIES USING <br /> w <o \ \ THIS AREA SSMH-A22 SHEETING AND SHORING z <br /> w PIN #9870347529 o POST 0 <br /> ' BUDDHA LLC �V \ PROPOSED 30' PERMANENT <br /> DB 4088 PG 331 509 cSN v o+, �� <br /> PB 63 PG 73 \ c, 'o / POST SEWER EASEMENT _ d cn E <br /> r I ©/ \ �o QJ / b\ o Y k� I EX. 8" WATER w w <br /> �Z SSMH-A21 <br /> I vE� SSMH-D1 / co // 1 NCDOT <br /> U / , <br /> C7 GRA' o / a� PAVEMENT � /a � � �" „- � / 1 �, z <br /> = I / EX. 4" WATER CU 510 REPLACEMENTMo \ 2 <br /> w r PIN #9870442 8 BENCH MARK <br /> BUDDHA LLC / FFE=510.97 ti I <br /> ELEV=509.39' <br /> Q Z DB 4435 PG 0 "BENCH TIE" / O PIN #9870445604 / \0_ �, 0 < � PIN #9870456115 <br /> p \i <br /> m QOl (�G 7 IN 20" PINE ROLAND L. ROGERS / r �F / J� CERICY FARLEY JR. & EDITH FARLEY O <br /> o \ `/ DB 436 PG 135 / rG �P / \ ,�� 40 � U <br /> UE \ PB 22 PG 132 y� vi �' - / / per• o p� ':1 0, <br /> DB 231 PG 667 w <br /> E <br /> G SgFE=50� <br /> UM) 1 30 o� cF, o <br /> CONTRACTOR SHALL - D �v� i <br /> ITI ?4" REGRADE DITCH' m�o N �2 - CONTRACTOR SHALL REMOVE AND �; <br /> w / , J`" o °qk AROUND MANHOLE ��� x EXISTING CLEAN-OUT N� ��' REPLACE BOLLARDS. BOLLARDS z m m °' <br /> (� SUE S' 3 X �� o rc� �A p + �� a ��_ CONNECTION POINT "��`%�. `p' J m J <br /> F\ A �1f / o 'x10' J a ►- '�2 �1 / "'� v�2 ( ) � ti� o o BE RESETWITH NEW3A0 0 PSI <br /> w Y v <br /> r m \ X �' U, A�J, O \ m, CONCRETE. o Y v, Q F_ w rZ <br /> Z \ �8 - _ , PIT s" oo N �^ o w o = o <br /> 0 <br /> f Tl r � � �� -� � -� �s � �� o_ o o 0 Q <br /> —� SMH—A15 cF \ > 4' �O SSMH—A20 cn o 1 tio� 3 �� <br /> c / \ o� 0 2`yn �o� �- �?PR I V / \ ♦� G V ` `���11111101� / y <br /> n I SSMH—A16 �^ <br /> ., :.y� SMH—A18 , �; 0 6' R v ♦ , <br /> •.... <br /> C ,R. tea" T�F ,� o S`�► � �P • o�\,,� <br /> I 20'x4O' ENTRY BORE PIT �� \, o PLP% i SSMH-A19 1�� ��� G� C ` o�; � s'� <br /> o O / G A17 '�1 i - \ �kPR�SC,�L� Opt/ �� ✓ RoW PIN #9870455071 ♦ ♦ ft/ ' V Q Q � N <br /> 3 W ��� / / REMOVE AND DB 1291 PG 159 ♦ ` `�`` _ �v �� w ¢ <br /> PIN #9870443288 a / r REPLACE GRAVEL 000 <br /> '�G . o aS N <br /> Z a a a - x EX. 8 WATER o WITH SAME TYPE AND PB 21 PG 133 • <br /> 1 ALLONIOUS NICKENS O R `v, ♦ ••�d '� <br /> o DB 854 PG PG 104 O AVER' �,��,� DEPTH OF EXISTING °' 4,�dO�•..••..•' `��� <br /> � �,�ti 1898 PRI CILLA Lh, <br /> 9 CONSTRUCTION r, <br /> 16. 0 <br /> CONTRACTOR SHALL a �N� N 2 o Zv�o e e k UI11111 0 <br /> w U 503 REMOVE AND a' v�y °' 0 -A�`'o t e <br /> ENTRANCE PADOF <br /> REPLACE FIRE �. N�o �,o. lo`N k e <br /> bi JACK 8c BORE 67 HYDRANT DURING o N o �,� N' <br /> Ld Ld LF OF 16" CASING CONSTRUCTION c� o `� ow e e O O <br /> i q CONSTRUCTION 9 <br /> N�Z�� ?o ENTRANCE PAD <br /> SEE CU-112 FOR OUTFALL E �% N <br /> M <br /> PLAN/PROFILE $.:, o - B v <br /> 0 <br /> 0 <br /> U w � z <br /> 20' 0 40' / OU TFALL A PLAN VIEW NOTE: a, <br /> � ma <br /> b- SCALE: 1" = 40' SEE SHEET G-004 FOR MANHOLE COORDINATES .� s- Z <br /> HORIZ. SCALE: 1Of <br /> " <br /> w <br /> 2' 1' p 4' a% z <br /> �•r a � o <br /> N VERT. SCALE: 1" = 4' <br /> z <br /> 0 <br /> L <br /> N <br /> Q <br /> N � ^ - I <br /> 520 Q Q � 520 <br /> 00 I U7 <br /> Q � Q 00nr— � Ld Z3 <br /> N a � M � �L o N Ln 0) fN <br /> _ p <br /> I I N <br /> oo �� N , o —_ � g � ooS� 0) N � III � Q Q <br /> 515 M �c60ir' coo —0w - II III Q 11 �?z 515 � J Q <br /> � �It o + - r, NV) 0 o0 Na N 11 = � w� J <br /> v7 °o III _ 0 r, � o —vwQ o I Q IILj wag> > Q c� <br /> � 11 11 ...C6� orn N I I I N rn = I = Joz cnw -zz L� cn <br /> Q 0� 00 � Q -_ _ = O Q � Q m = I.-- (nO �- - z � <br /> o II w�.. — Lo 0) 0 � o � � g — 00 I + o o0 cnw » <br /> o Qj wo z N co II `n N 00 v�i cNn Q —_ = �r� cn o �z Z <br /> � � � >� II II Q N � N� rn °000 —LO ^ _= Np N �`� °�° C� — N <br /> U7w �> > Q IILd r7 �r,�0 � � °0 � Q + NN Q ..orn � — --- <br /> 510 cn0E? ? I = Jozz Q - 00' . 0 0, o U7 � rCO oC14 - L� 0) 510 w N <br /> _ w..`.`. rn rn rn rn + N M /� rn N cfl 11 _ W <br /> w �» > N N II � 4 c0 0 °o II —- <br /> N o z z z Uj 11.. II II II M00- 00 N N - rn rn Q w^^ Ld co <br /> �Orn N co d II >� W <br /> w~ .. —� _ �� 0) 00 II II I wO z ' \ w <br /> wozzz cn � II = mow`.`. LLJ <br /> � wo. . . co II II Q II Uj ate» - <br /> 00 <br /> Z V) o �z ___ <br /> 505 _ w N w > > 505 <br /> � � N0 �zz _ <br /> �» <br /> Z v7 w _ <br /> w <br /> EX. COMMUNICATION <br /> 0 <br /> z EX. CO MUNICATION I Q <br /> W <br /> a I /� LLI <br /> Z <br /> � Oc) m <br /> w 5 EX. 12" WATER I I 500 — Z <br /> Z � <br /> w <br /> w <br /> Ill- D <br /> w <br /> E . 4" GAS <br /> 10 RCP W OU W O= <br /> 495 �� 495 w � <br /> 00 JAC & I 47 LF 8 Ductile Iron Pipe ® 0.40% 303.34 LF 8" Ductile Iron Pipe ® 0.40% U W Z Q <br /> " tiumt. 152 Q <br /> oOF 1 Ductile Iron Pipe 0.80% 149.65 LF 8" Ductile Iron Pipe C� 0.40% <br /> u <br /> W <br /> N CAST G 122.15 LF 8 D O W O <br /> I ~ � z <br /> � Q <br /> 121.24 LF 8" Ductile Iron _ <br /> " 490 67.13 LF 8 Ductile Iron Pipe © 0.40% <br /> w --Pipe 1.13% RECORD DRAWING <br /> 104.29 LF 12" Ductile J 77.89 LF 8 Ductile Iron - - <br /> IL 488 Iron Pipe © 0.22% Pipe ® 0.40% THIS RECORD DRAWING HAS BEEN PREPARED, IN ISSUE: <br /> w <br /> 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 PART, BASED UPON INFORMATION PROVIDED BY RECORD DRAWINGS <br /> OTHERS AND/OR GATHERED DURING FIELD <br /> Uj <br /> OUTEALL-A OBSERVATION OF THE WORK SHOWN. WHILE THIS <br /> N >> INFORMATION IS BELIEVED TO BE RELIABLE, CLIENT PROJ. N0. SHEET I.D. <br /> Uj Do SCALE: H ORI Z. 1 = 40 THOSE RELYING ON THIS RECORD DOCUMENT 276-54on <br /> CU-104 <br /> VERT. 1 = 4' ARE ADVISED TO OBTAIN INDEPENDENT <br /> Z VERIFICATION OF ITS ACCURACY. URS PROJ. NO. <br /> of <br /> 0 0 31829996 9 of 40 <br />