Loading...
HomeMy WebLinkAboutPublic Utility Plan APN: R5443010080 TIE INTO EXISTING (NOT A PART) 12"WATER LINE \12"�y EX. 12" SEWER LINE APN: R5443010239 1 (NOT A PART) 12w I \ I � � �v I UTIL ES§ V V ii L cv D PROP. 12„ I 38 \ WATER LINE \ ` 12" CO EX. 12"WATER LINE I \ m `W 849' 1 � I 37 3 / / \� � � � \ � ` 3 40 / / / TIE INTO EXISTING SEWER - - c I 41 / / / \ \ ` EX SSMH 016-06 I a RIM: 2632.06 1 RO 20 I 42 / / \ MH COVER:19.1 W I SSMH 14 43 / \ \ 72"�y INV OUT: 2612.27 18, 36 g C 5' I MH COVER 1.1 / 44 // \ \ \ 12 W 438' S/W � `V OUT: 2633.54 S,♦ H / 45 � � EO O _ l �8"w � rPRKORY� / 46 /l \ ATEj N / 17 LF OF I 35 1 I N 8 SS .� / / 47 / / \ _ V) 18" PVC @ 0.12% 1 I 8.. / / ^ z SSMH 10 W 8" PVC 2.75% � III ( SSMH 3 400 LF OF 48 z \ @ \ EX. WATER LINE RIM: 2631.03 RIM: 2645.57 � � � / 49 � � � � w 1 _ _ MH COVER:6.6 8"SS / / D 1i IN COVER: 2 2 Q INV OUT: 2638.26 / SSMH 13 50 I 21' INV IN: 2612.25 o 1 / B/C INV OUT: 2612.15 U) LO 00 I 5 I 64 S' RIM: 2630.11 I ¢ N 34 s/ I 8„ MH COVER:7.0 / / 51 o N N I W aB/C 5, 8" W J- INV IN: 2622.54 52 a o _ _ INV OUT: 2622.44 / / 0 z 53 � o 1 _ _ 47;1 �I \N 11 V 8'� / 1/(PROP. GATE W/ LU = co 1 I TR0 A I I N �S - / KNOX BOX I CT - PROP. FIRE HYDRANT \ - - I _ 202 LF OF I - Y � co 18" PVC @ 0.12% N I 33 I 63 RIMS2634.05 ` / 5 I 3 I / o 0 - - ' I 5 MH COVER:5.8 a0 `� � � \ - - S/W / I INV OUT: 2627.61 74 82 LF OF I 1 1� - I 66 I 47' I 8" PVC @ 2.75% V \ 54 58 TRACT BLOCK 1 I IQ z 7' - 5' i TRACT - - � - _ _ J 33 I I SSMH 12 I 51 z S/W B/C 5 - _ RIM: 2629.17 PROP. HYDRANT I 27' S W- - r- O LU I 32 j ro - - � S/W 75 MH COVER:8.4 I B/C - - 10, C 0- I 62 k I 1 INV IN: 2620.19 Z I 0 I MULTI-USE PATH W C) - - I I co 73 INV OUT: 2620.09 55 >- co I Lu z I Ur _ _LLJ � 319 LF OF ° I 67 I co � � � � 11 � 0 EXISTING WAVERLY Q �l It 8 PVC @ 1.50% I 224 LF OF ° _ 3 Q I 1 I m _ 8 PVC @ 0.50% - co I Z _ z � 3 IW J PLACE SUBDIVISION I I - Z I _ _ 1 _ _ I _ C _ (NOT A PART) W I 31 I _ OJ W 1 - _ 182 LF OF - a �' N - - - w Lli Q 8" PVC @ 0.77% Q SSMH 2 LLI 0 I m _ I RIM: 2629.30 z z - EX. 61 o a I 76 I 0 a 56 I I I I MH NV NO26R 1�618 = - - - _ = Z �I 68 Q 72 I I Ito I a 140 LF OF 1 INV OUT: 2611.81 ~ w Q EX. 8" SEWER LINE I I _ _ LLI I BLOCK 1 _ _ 1 I c L _ 18" PVC @ 0.12% I Uj w Q �_ I 30 1 - _ - _ 13 _ - � _ _ 47' I � � w -I I _ - 5' TRACT SSMH 4 ? O z L1J 44 LF OF 0 S/W 3 5' RIM: 2628.96 1 _ I Z I 8" PVC @ 0.50% SSMH 11 MH S/ MH COVER:15.3 ( Q 2 60 LLJ z _ co I 77 RIM: 2629.62 I W 57 INV IN: 2613.10 1 11 1 - w w Q SSMH 9 69 71 I MH COVER:10.4 I INV OUT: 2613.00 00 j RIM: 2641.73 INV IN: 2618.69 p PROP. BOLLARDS I MH COVER:7.7 PROP. FIRE HYDRANT SSMH 15 INV OUT: 2618.59 SSMH 5 p � - EMERGENCY ACCESS ONLY INV IN: 2633.47 � I �' RIM: 2633.79 RIM: 2629.42 _ _ _ _ 44 LF OF N MH COVER:14.5 Q I 29 MH COVER:6.7 J I N INV OUT: 2633.37 - - �- 8" PVC @ 0.77% INV IN: 2614.37 5_9 _ INV IN: 2626.49 70 1 INV OUT: 2626.39 - - - - - I INV OUT: 2614.27 _ i 1 SSMH 1 EX. SSMH - - - - 40 LF OF 8"W _ ti - W U U 8"W 8"W-� _j 8"W /� MH COVER:.016.8 O 28 [;" PVC @ 1.50% En 8"SS 8 j m - - N - 8»SS - - 8"SS - - N " - INV IN: 2612.47 I o 8 SS / - INV IN: 2611.64 m - - T - - - - - - - - - 124 LF OF LO 30 LF OF INV OUT: 2611.54 } p 1 SSMH 8 S. FIDDLE LN. SSMH 7 SSMH 6 8" PVC @ 2.90% co 8" PVC @ 3.90% 10' z z RIM: U C� RIM: 2640.73 � � RIM: 2631.36 27 LF OFMULTI-USE t� PATH - 1 (PRIVATE) MH COVER:7.2 = w I MH COVER:7.4 1 261 LF OF MH COVER:12.7 I I 8" PVC @ 1.93% I 14' p INV IN: 2632.78 240 LF OF INV IN: 2625.72 ° INV IN: 2618.07 p U p INV OUT: 2632.68 8" PVC @ 2.90% INV IN: 2626.17 I 8 PVC @ 2.90% INV IN: 2618.25 125 LF OF ' ACCESS APN: R5443010202 0 27 INV OUT: 2625.62 INV OUT: 2617.97 18 PVC @ 0.12/° (NOT A PART) a o 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 a o 1 I co SSWROESMT 1 Q j Q EXISTING SEWER MAIN z z z I I I TO REMAIN IN PLACE. z U = > w w w - - p RR IRR GIRR- GIRR GIRF - - - - - - / SEAL EX. SSMH 016-12 / PRELIMINARY EXISTING TIE INTO EXISTING SEWER RIM: 2630.07 / N MH COVER:18.1 FOR REVIEW ONLY SNORTING BULL INV IN: 2611.39 NOT FOR co SUBDIVISION NO. 2 INV OUT: 2611.29 / CONSTRUCTION co (NOT A PART) ; Kimley>>>Horn / Kimley-Horn and Associates,Inc. CAUTION: NOTICE TO CONTRACTOR , GRAPHIC SCALE IN FEET SHEET NO. 0 20 40 80 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ''A, O O AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 06 OF 11 i i i i � EX. 12"WATER LINE ♦ EX. DOMESTIC WATER MH 346 '2" W _ — — I S. WE��S ST — — _ PROP. FIRE HYDRANT PROP. 12 WATER LINE _ `n EX. SSMH-1 I I — — MH COVER:7.6 RIM: 2639.57 a EX. 8" SEWER LINE 438 12 — — 28 LF OF I IN IN: 2631.33 — 8" PVC @ 0.40% Cn I I 12 W — 8'SS w — PROP. FIRE HYDRANT I I 3 I 2 — � — SSMH17 I I 5 I 4 9 RIM: 2639.95 I 7 6 M I I I O H COVER:7.8 — — INV IN: 2631.54 I INV OUT: 2631.44 14 I I ^ Z C — — I 1Ui I 7 I °o N I I I o LO COMMON LOT I I 25' � co N - - F i 7 -pa 5, I BLOCK 2 i ROW o N 5' 18 U) C'j o 0 266 LF OF I S/W B/C ° o LLl 8" PVC @ 0.40% — — — I I w oco 1 I 6 ui — I co 0 COMMON LOT — — ! I N BLOCK 1 5 I I I I I N o m p I 47' I I I I I I I I I i I � EX. 12" WATER LINE w I Row I 8 I 9 I 10 I 11 I 12 I 13 I I i t w l w 4 Iro I > I Z = I 5' 33 5 I PROP. FIRE HYDRANT I > O 07 S/W B/C S/W U) I W — — I � � — / it _ _ S. LONGITUDE DR. _ _ _ _ _ Z W NMID ES 3 I ��' TIE INTO EXISTING 0 z M1 — — 12 WATER LINE m Q J 8" °° C) 8„W 8„W J O 2 I — b 0 (n ~ 2 8"SS "' �— m 8"SS N N = w oo SSM 18 206 LF OF SSMH 19 H �/ z RIM: 2642.57 8" PVC @ 0.60% RIM: 2644.51 Q MH COVER:9.3 MH COVER:9.9 w 0 INV IN: 2632.71 INV OUT: 2633.95 I w INV OUT: 2632.61 I 0 Z LU O _ w LU Z I w I ~ GRAPHIC SCALE IN FEET ~ 0 20 40 80 Q = J O z 1 APN: R5443010204 I (NOT A PART) I m 1 1 z LU o 0 1 CD 0 I 0 0 0 1 a 0 o I M w � o zo z z � / I z 0 / I w w w ss / Q o Q Q � � U U 0 IL CO CO - - — � - - — �� — - - - - - - - - - - - - - - SEAL PRELIMINARY FOR REVIEW ONLY NOT FOR / CONSTRUCTION Kimley>>>Horn Kimley-Horn and Associates,Inc. CAUTION: NOTICE TO CONTRACTOR SHEET NO. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ''A, O AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 07 OF 11 S. FIDDLE LN. 2656 2656 2652 w 2652 z 0 0 00 Co Co Co c° 2648 N 2648 N r, M nO (D N + � N Cp 0 (o ~ ^ 0 ) H ^^ 2644 < :� > > o v 2644 cn cn Fy z z 0 Co U� CO CO N O - - - - - _ _ O uj � N U- 2640 - - - - NON N N W 2640 - - - - - - - - + I'7N N JJ � ~ G — r-, N (fl � EX. GRADE ® = � N ? z o O ROADWAY a > > > H 2636 ` � - - - - - - - - - cNnc~nE Z z ~O 2636 - - - - - - - - - - - - - - - - _LLJ W 2632 Cf) 2632 LU Z_ Q > J r0 = 2628 U 0 2628 0 2624 2624 O 261 LF OF 7 8" PVC @ 2.90% 2620 2620 Ui W Co 2616 2616 ° N A ] a Z N N Z a) co Z o 2612 2612 O C:) W (0 Co J p Co co 0 2610 2610 ■ Y 04 10+00 11+00 12+00 13+00 � N o .N 2656 2656 z 0 07 2652 2652 > z m Q J O 2648 2648 C/) 0- = Lli (D W 0 Z — _ � Z 2644 2644 Q LIJ F-- LIJ � zw O 0 00 Co w � z LU H ,� ao ao .� cn 2640 = of .� Z Ld 2640 _ LL 0 O N r- O Co (D 00 Co w N n — — 04 N CO O 00 o0 Z r7 • c0 cfl N O � LLI a. + P7 N N N � O N C D 2636 O C° � N •• z � � � N rn0vi Ooci � � 2636 F- = z z 0 Lo of rn — ai 0 — — N N W > > > Lo C° � N ~ +Co N N + N N N GRAPHIC SCALE IN FEET Q Z z Z � N � c0 � � I- cp „ W EX. GRADE C�? 0 � NZ z � NZZ z 0 10 20 40 J ROADWAY � � > > � Q .. — 0 � Q — 0 2632 W - - - - - - - - - - - _ NN � z z � � � > > N < � > > 2632 Z - - - - - - - - - - - - - - cncn � z z cncn � Z z z J — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HORIZONTAL _ — - - - - - - - - - - - - - - - - - - - - 10 0 V - - 2628 Q - - - - - - - - - - - - - - - - - 2628 } m } m m o 0 J W W Z F- 5 = w 2624 2624 w o U o > o CD 2.5 0 d o w o d o 2620 2620 0 a M LU _� o 0 Z o - - I 11 z Z U 2616 2616 w w w � J J < 0 U U 0- Co Co SEAL 2612 30 LF OF O 2612 PRELIMINARY 8" PVC ® 3.90% 27 LF OF 2610 8" PVC @ 1.93% 2610 FOR REVIEW ONLY 13+00 14+00 15+00 16+00 17+00 17+50 NOT FOR NOT Kimleyl Horn Klmley-Horn and Associates,Inc. CAUTION: NOTICE TO CONTRACTOR SHEET NO. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ''A,AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED O 8 ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig �$ OF 11 S. HICKORY LN. 2656 � 2656 o 00 0 U� � 2652 2652 N � OCO � 2 " O > 2648 N N F z 2648 2644 — — — — 2644 z ^� 2640 N w - - - - - _ o co tea, 2640 _ o o — — \ L6 CO D6 rn 0 0 \ cfl � 04 o \ EX. GRADE 2636 \- - _ ROADWAY q � oN N " + � " - - _ _ M + � N NZ o 2636 — — N z > > _ � E Z Z 2632 - - - - - - — cocoE Z 2632 ow - - - - - - - - - - - - - 2628 0 — - - - - - - - 2628 2624 2624 O 2620 Q 2620 Z 2618 2618 Ui LouQ 10+25 11+00 12+00 13+00 14+00 15+00 15+50 co o � ) co U) 00 E. HARP LN. 00Z N N Z � co Z o O z _ v o W co co p co 2656 0 v 2656 ■ Yco 0 0 00 N L6 % o g .N " o 0 V) r; rd 2652 z Oo �- Ir w : N 2652 00 0 ,� Sri - 00 `o ,� � � � Ln 00 Coo PO _ 040 Z 2648 �,� N °"° N c�'n c~n o' z 2648 NI�' IPO C5O N + N + � N � oN > > 00 0 O Z Z = � 04 o N � > > EX. GRADE © _ _ _ _ - - - - - - - - — — — — — — — 0 2644 � > > rnrnFyz Z ROADWAY - - - - - - - - - - - 2644 co 2644 V) V) z o - - - - - 0 00w (n _ - - - - - - - - - - - - - - - . > W (,r Q - - _ - - - - - - - - - - - - - - - - - - - - U LLI 2640 2640 Z W = Z � > Q (Do W 2636 2636 W O z W LL (D 2 2632 Q 2632 W Z 40 LF OF 0 W 2630 8" PVC @ 1.50% 2630 9+75 10+00 11+00 12+00 13+00 13+75 GRAPHIC SCALE IN FEET ~ 0 10 20 40 Q E. EQUATOR LN. HORIZONTAL 10 w" � m m 2644 o v co 0 00 2644 m o 0 o N 00 00 co O 00 m ( Q Z Y Z U 0 N I l c° cfl `o 5 Q w 0 0 " 0) LO N 2 W 2640 °' — `n `° or- N C° o 0 � " N N O N 0 � " 2640 > o o U o 0) PO N 00 (o � NCp � 2.5 O O N d CD2 � Nz Z = Z O = O o W O � Q > > > V) I--- > EX. GRADE @ cn � � z 0 a co o � � o- _ 2636 Wco N - 2636 0 1-- ? z N N E z z ROADWAY II II z o = = z - — — — — — — — — — — — — — — — — — — — - - I-- - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — - - - Z = > 2632 2632 Q J J 0 Q Q w w > 0 IL C0 C0 Cfl O 44 LF OF SEAL 2628 8" PVC @ 0.50% 2628 PRELIMINARY FOR REVIEW ONLY 0 NOT FOR 2624 2624 CONSTRUCTION Kimley*Horn 9+75 10+00 11+00 12+00 12+75 Kimley-Horn and Associates,Inc. CAUTION: NOTICE TO CONTRACTOR SHEET NO. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ''A,AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED O9 ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhat's below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig 09 OF 11 E PEGRAM LN. Cn z w S. LONGITUDE DR. 00 2640 `�' 00 °° � o z 2640 2656 z 2656 0 CO O N lr--� co 0' M O (0ap 00 w O O O O N O O OMN N 0Nco 00 0 0 O �" 2636 �_° °' N z z D 0 C° - N . r- oN 2636 2652 �' - CO �� ro 2652 O 0� N ri 00 + N N N O O O O N (n < > > > � 0cp ~ N + NN H N (n (n0_ z Z Z -F ZO CNN Z 0r- N rO ON � � � Q � > > O OLOr7 (0 � N � 2632 En 0 E z z U) � > > 2632 2648 + N = 2648 EX. GRADE Cam? - - - cncno' z z o0oco � c�n � � > — — — ROADWAY = � N z o C/) Fh z - - - - _ � Q > > EX. GRADE — — — — � � z z ROADWAY — — — — — — — — — — — — — — — — — 2628 2628 2644 — — — — — — — — — - 2644 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o- Ln > 2624 co 0 2624 2640 2640 o' � w M O 2620 0 2620 2636 2636 44 LF OF 2616 8" PVC ® 0.77% 2616 2632 0 2632 a 9+75 10+00 11+00 12+00 12+50 10+00 11+00 12+00 12+25 1= S. GENTRY LN. L 2644 2644Mr O J " ^ O 00M W ^ ^ W 00 J � 00 J 2640 C14 (0 N 00 ,n z w" .� 2640 � OCT L oo " c0 �"� No ^ Z O + ON rON 00a0 M N w p 0 O O >I Q 200 � N O N � � nr, . 2636 � — NU OcpN � OCn MON cD 0 � 0 � N pLo � Q � > n � N .. N � � N r- 0 N = + ON 2636 �, Q co o o W (n0' z � Q > O NN � N H r) CN N Cf) Q a�i N (nH — � N Z00 (n (n0' z z 2 .. Z O � NZ z Q � > > z 2632 EX. GRADE C�? � Q � > > � Q > > w � � z z_ o o _ - - - -- - _ ROADWAY v�iv~iFhz z U) � � z z z 2632 w M J p 00 - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - - - N � - - - - - - - � - - - - - - - - - - 2628 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CD 0 - - - - 2628S4000 0 m° 2624 2624 z O 0 w U) 2620 0 2620 z m Q J O 2616 2616 0- _ W 0 z 202 LF OF 18" PVC © 0.12% 0 125 LF OF 18" PVC @ 0.12% 2612 Q 2612 140 LF OF 18 PVC ® 0.12% 17 LF OF 0 LLJ 18" PVC @ 0.12% W z� W� 2608 2608 LL CD 9+75 10+00 11+00 12+00 13+00 14+00 15+00 15+31.70 Q z LLJ E. GULF DR. GRAPHIC SCALE IN FEET ~ ^w 0 10 20 40 Q J (n O O 2652 " 002652 ^w 00 —Qc� HORIZONTAL J CO � N 10 o �= U o O " L6 0 2648 O 00 + N 2648 m 00 C r7 � � � r7 CNN JLLJ m 0 OOr7 N = � z 0 Q z Y z I o � ccoo + r�7' N < � > > 5 � Q w = + r7N � Oco cncno' z z 0' 0 = w 2644 U) o N o 2644 > o U) z = EX. GRADE © o x � � > C/) F--' z ? ROADWAY - - _ - - - - - - - - - - - � 2.5 a o wcno' z - - - - - - - - - o w o 2640 0 a_ co ui M o - - - — 1 Q N z o z _ z U 2636 w 2636 w w w I� o o U) C/) U SEAL 2632 0 2632 PRELIMINARY FOR REVIEW ONLY 28 LF OF NOT FOR 2628 8" PVC © 0.40% 2628_ CONSTRUCTION 9+75 10+00 11+00 12+00 13+00 13+25 Kim ley*Horn Kimley-Horn and Associates,Inc. CAUTION: NOTICE TO CONTRACTOR SHEET NO. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w O AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION 3 CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below. Call of 11 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig