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PZ - Utility Plan °—_° CONNECT TO EXISTING �Lj / /j \ 0 8 WATER MAIN \ , / s / M� / / // 16970 r All / 1--/ 10-21-22 0 / / / �r� �_ I �_ E, //i \\\ / / I I I I I— 1% \ O,Q rF OF IOp .ZQ /1%/G'110O °®® ee I I ®® ❑ ° °o o ❑ - \ O o o / / 1 1 t"� .�� /;l 11 \ � ���1 l� 1=--I I(/ �e /ENE M.G�P cn qn o• � - - / / /�' / 1 \ I III_cn N FgNSI��ti /� // / //��///✓I — :. _ ,. I e❑ I ' e❑a I I a❑e I 1 -e❑a I " ❑ I ea I I I e❑a I I g , � ---- --- d'1N 0 / / 0 30 60 120 180256� ---- 2560 ----C) Y 1 oe I ❑� � I °o 0 ®❑® U ®a e® 1 0® ----------- 2562 — / SCALE: 1 60' _,2563 YV+ Ld THT O 01 / / �J// 1 -- -- __ - \ i� /ice o � / / / � � i ___/ / v l�/ 6 11 i ♦�, rM«e N4.8 -- --- --- MBA \� L - -- / O. 25 //�i'�� ' - �/ � o s= U /hm // I 6� `�� I SSMH D-3 i / ' //_ // /�' �' - / iP r f n Ln N 00 5 SSMH D-5 19+00 / / ®® ®. 6'</ / !/' .' �' / 'Pi sr 1 1 Y+ o M c c� L� f // // I Z _ 18+00 17+00 SSMH D-4 16+00 15+00 14+00 - ® -25�' / / / / // / �9 ° \ I/ �ILLj� o _ _ a / ' is �? q \ n J / 4 %B- / /'��609 / // BLOCK 5 I( / /�/j� j///l// Oiy�`'t� Q - 3 Obi O �I Illl I oe❑ �� oo° '� \ / / �5� ��00 / // ---J / ////i/i S O c0 lLl � . ° A V o u o SSMH D-2' / / / cj5I /j �> O t� al -A I V I v SEWER LINE D °� i i` �l / ,2 / / /�/i / w Im o \ _ _ 00 0000 W _ \ e _ S O SEE SHEET PP2.1 o xo / B� '/ / •� / ���// \\ 1 ❑o A \ ®❑ _ A � o j /� ° o "� O // o o o / u ° oO fJ6 FTT- 0 �0 \ FT O �"� / ♦♦♦ / l'0 9 � ' /�/ i // /' /� L� / /%/�� //// 0 1 _ SEWER LINE D / ♦__ oT(�` �' / / / �// ti °w t� 4C3 ° ❑ SEE SHEET PP2.1 w __�� i/�/ II II �� ' _ III = _ o�❑ 3° OCIED Ile Lu SEWER LINE 'C' \ — / �/ / �'oo, // �� / �.0- o SEE SHEET PP2.1 z 111lI 111111 ; 11111 mill _0 1111111 Ld J � _�I TY 1 I SSMH C-2 14+00 13+00 12+00 11+00 \ 10+00 �� / / l ®® ' // �� / i% /i 1 — I- ore / g —I \ — — SSMH C-1 W —_ I \ SSMH A-10 SSMH D-1 C)/ '/�• / // / /iii� 7 / a 1 �— ---- /\ �/ \ SSMH A-9 61i / w ao e® I ae ae I I ea ea ea rp0 / / / - x Li Q o Y� Q + ti� h6 r / / / . r1— / J II 8 I °1 1 II o._ I 1 M N II ElI ��®II II I '�nL�E / ///%rryh��h�, OLL. — ------------- -- — -- / / SEWER LINE A Z I I / ---- -- SEE SHEET PP2.1 / / ��/ / w �_ I O ^I //. AVE—, V _Mm Ll w z / ✓!o N ZIMMERMAN o 8'1M 8"w / / I I e _Q / /SSMH A-7 19+0000 ,� / - - - --_-- - - - - \ IT 20+00 - 21+00 22+00 \ �`�\�A // OHP / � �-`eH� - - - _ _ --------------- ---_- / > LL / M N \ �_ / DRP- Q� zr� W o ¢ p- --J. SSMH A-8 :p�.P / / / I I ' dFIP- Ip==- �'QH� - - N _ _ SSMH A -- -- --- -- -- - I - o / I /- -EG- -EG- - - - -EG- - - - -EG- - - -EG- - - - -EG- - - -EG- , -EG- - - - -EG- - - - -EG- - - EG- - -EG- - - - - 6'- - -�EG- - - - -EG- - - -EG -I-EG-I- - -EG- - i I - O / DESIGNED: C. GRAHAM oac / / SEWER LINE 'A' 00 \ \\ / �' I ti �� --EP Ql ! — 1— — BLOCK 5 — — / � — — / EG a / 0 \J 29 I I _ N SEE SHEET PP2.1 y a \ I \ \ / G - - EG- - - - -EG EG- -�=EG- - - - -EG- - - - -EG i / w Z I I / ~ __ a \I / \\ \ / / T3 O - -__-______-_AEG- - - - -EG- - - - -EG- - - - -EG-�� c-AEG - - -EG- - - - -EG- - - - -EG- - - - -EG- - - - -EG- -( _ J I DRAWN: C. GRAHAM Li - -� j_--r�---_B r6 r6 I -Ec Z 1 CHECKED: C. GRAHAM cU) ¢ / I o 11 12 oY 14 �15 16 17 18 191 I \ / I- - — r — - - B — _ T - - a / W Z + pJ 1 ram\ i eLT� p0 / h� LL o / 28 I o°0 I riN I I ; 1 I -` ' , �� moo' / / / // I APPROVED: C. GRAHAM 2 / 1 I 1 I I W I I ���� / :o°• / / ! / // I 1 z / I I I I o z 1 cv O / 13.00' ACHD 31.00' :I 13.00' ACHD o BLOCK 3 PPl.o �„ I I U j BLOCK 1 SWLK ESMT R�W f SWLK ESMT a I' z JI �J / / r // / / / I ' o I / PREPARED FOR: / I 1 0 PRIVATE ALLEY I I o I: + a G20 LLC � / r 27.00' ' ' I ,/ / / , / / / 1 / / �m , I / / 26 I' 1 : I / / / , / / I w PO BOX 593 LLI Z I BLOCK 3 I ' I ^i J/ / BLOCK 2 �y /� i 1 RR/c 400 I I i EAGLE, ID 83616 z / 25 PP1.0 1 06 . I =~ I • 27.00' I / // // /` / l �T/ON D / �Mi / j 1 9 8 7 6 5 W 3 2 / 2 4 I I oo J W; SEWER LINE 'A' "'N\SEE SHEET PP2.1 l /i' I23 I 1110+00- — o •°j—11+00- N LEVENBURG AVE 12+00 I co •0 'SSMH B-122 / h`° SSMH A-5 "� •/ / / / / � / / h°` Q /// ti 11fl o --- --- -- - � I I I z I. I SEWER LINE B. mil— 2556 O w I SEE SHEET PP2.1 / 2555 73 / / • i /j —� — — — — — — —J— — — — — — — — — — — — V 20 I . I I 10 1 1 12 a W �// 2554 1 7 Sk�v O'q / 36 r BLOCK 5 ' / / I•. I I 1 3 ,o x 1 5 /r Cyo — )0-- Az � j / I. � I / ' �N �'� ti / I I Ste, \,C% / �v� / / // I > LLJ w / I ryhh9 I w // - I/ 00, //i / / I"L.I w / �, 1 / Riiy i / / M z I 31 I . V // I o 2550 / / /� S{y00 L • / Q � ° // BLOCK 2 I // FSOyo z Z 17 W I' /// N // j. r�� / I C—C G h� i. o/ 8 7 6 5 4 oY / 2 --- 1 5 \\\.Ln SSMH\ --- --- -- — — / -- -----/ 1\� — I \ ` \1 1 _ J / �55� \ s '.�/ SSMH A-3_ N WOLFSBURG AVE o ao—"oo 3 — — IN"4 M p _ I w A I — SSMH A-2 I W U J / BLOCK 1 \ 14 \� xp0_ N m_M � T e� 7 ,J z 13+00 —12+00 0 ' \ \ —' T \ SEWER LINE 'A' o I SEE SHEET PP2.1 _ 10 9 J � 1 12 ,EG\ \ c, I 8 7\ 6 5 4 b� 2 > 20.00' 1 U c � ri N I I I o COMMON DRIVE;_ , a N 1 1 I Ec, �� TOE _ NO 1 �£G -EG- TB _ _ Gib BLOCK 1 CV / - EG- - - -EG - =-1 -EG- - -_�EI I _ I CSW PROJECT NO. 21018 - - T/ L _ \\--- � lS�<-�._-TBTS -�B � SB B TB_ T�,�B TB- O _ - / SSMH A-1 (EX) DRAWING DATE 10/21/2022 CONNECT TO EXISTING oU j / SANITARY SEWER MANHOLE PP200 O CONNECT TO EXISTING 8" WATER MAIN \GE SF� °-_° 2580 ^ 2580 0 25 50 100 150 Q�Co �`rvl Of ^ Z 16970 2575 ^ 3 vv 2575 HORIZONTAL SCALE: 1"- 50' n s��-21-2�0 U w ^ ) e iz U) N VERTICAL SCALE: 1" - 10' p�/ TF OF�pP �P s r- r 't 0000 'T N 1) p NN GAP 2570 ^ r� i° Ln Nto N - 0o N `1 t- 2570 e co w ao vi 00 � � N �r- r I rr, a; Z D M. (n Z ^ a V) a V) I- N N II 1 0o Z o I + � - U a M � N II Lr) �� N II 1 + � ZZ o 2 p NZ Z _= II II z z 9 W a0 N 00 N 00 N � N ,n N � II II � Q 00 � Q ao N j j 2565 N s r� - N II - II Q co ,n II - Q - 2565 '^ N uJ Q P+7 Lo z O Q l� Z o Q N z Z z fn(n 0_ 00 00 (V)(% 0_00 00 M N N II 0 - - - w0^ N N"' �oz = II ci Z Z = II cli' Z Z V),V) o-$000 00 0 2560 �oo � II QI + Lo - o N� �- - -N� �- - - - --- - - - - - - -- - - - - - - - -- 2560 1 + Z N > j fn fn 0_ 00 00 V)V) 0_ 00 co — — — — — w Qo �n = II II z z - - - - E 2555 �QNz N� �� - - - - 2555 � o v�v� o- co co J cm (n cn 0_ w Ln w 2550 _ — — — — 1�1Y, o L Go o 2550 �� z 0 L=212' S=0.40% D=8" SDR 35 PVC 0 2545 „ PVC L=197 S=0.40% D=8 SDR 35 PVC O 0 v m m W U ^ m L=279' S=0.77% D=8 SDR 35 2545 O " o aOf � E � w fu 2540 L=41' 2540 � z L=34' S=0.40% w S=0.40% D=8" SDR 35 PVC u r 2535D=8" SDR 35 PVC 2535 ���7TL=151 � % N D=8" SDR 35 PVC w 2530 2530 a- 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 19+00 x w SEWER LINE 'A' PRELIMINARY PROFILE STA. 10+00 TO 19+50 0 cn z w z CD 0 U 2580 2580 r. (n cn ^ w ) v z�N 0 0 2575 00 z M V) CC) z 0 s w v s ` 00 00 L 00 w ��_ 1� N M '00 a) Lo N 04 to to N 0 N II r min. N 11 Nr) NN 2570 r 06 N II is 4 11 o a, II II o 2570 u N r of z 00 rn of z z o cn + ,n — 'n I + o 'n — — w z =III p z z 0o C N N =u N z z =I z z z 2580 ^ v 2580 z 2565 �Q m - - I + ,n - o �Q - - N� : - - - 2565 0 (N(% 0_00 00 Q N 04 N > > N N w 00 00 (n(n 00 00 0o ��N j� N J IQI z z - - - 2575 s M M o 2575 — — — _ Lo U) _ 04 2560 - - - - - -- - - -- - - - - - -- - - - - - - U)U) 0o- 2560 0o 0000 N d � �Lo 0 oMNN II �N� N �I Noic � z 2570 0 o co II II II ~ 1 + 0 0 2570 o _ _ _ Q 2555 Qo � ZZ o + to o U� 04 2555 � 0 N Lo =II c j z U z: II c11 z z z = II cp Z Z NH �z j 0 w o- a 0 2550 2550 2565 N� �a c � N� �z z N N 0_ ao 2565 � wo 00 0o cn cn w 00 00 L=354' S=0.40% D=8" SDR 35 PVC - - - - - - - - - - - - - - - - DESIGNED: C. GRAHAM 0 2545 2545 2560 2560 DRAWN: C. GRAHAM L=113' L=46' _ S=0.40% CHECKED: C. GRAHAM � D=8" SDR 35 PVC D=8" SDR 35 PVC 2555 2540 2540 2555 L=255' S=0.60% D=8" SDR 35 PVC APPROVED: C. GRAHAM z 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 S=1.10% D=8" SDR 35 PVC 2550 L=204 2550 SEWER LINE 'A' PRELIMINARY PROFILE (CONT.) PREPARED FOR: 0 G20 LLC w STA. 18+50 TO 24+00 2545 2545 PO BOX 593 EAGLE, ID 83616 z 2540 2540 Q 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SEWER LINE 'C' PRELIMINARY PROFILE 2580 2580 Y STA. 10+00 TO 1 5+00 0 w 2575 ^^ 3 2575 Li V) co z 2570 L0 co 2570 LU J_ >_ 000 01 9 U I- NN 11 00M Lo N J o V) II II I to- II w 'n0cozz o N � 41 LL 0 2565 as o ,`n - - ++ � 0 2565 ^ ^ , ^ 211 p ZZ Z mNLn � ^ � 3 V l = Z L.L w V)F- a II c j z Li (n(n FE 00 00 00 m Q Z ' Z r- Q p 2560 N N 00 2560 2580 ^ ^ o o� o z 2580 > J w - - - - - -- - zv N .. g Fs o co o ^ Z 00 of o .. co 00 -- - - -- - - "vN .:N N Lo e . Ln 0 W 2555 2555 2575 e M M 00 (D 00 ao N c i cO N ao�It 'n N LO 2575/ a0 � � 00 � NNrjZ = M� NjZ �O�NN -t Lo I..L �MNN p � N �MN > > �MN > > 1 + (o I + cp0 z �/ cn t0 � � N ao�_ N I + 0 — O I + � — �� � II o Nro Q w z 2550 2550 2570 0 0 'o z z �'n ai z_ = II II Z Z a II ? ? co N > > o rn 2570 C_ w + Ln - - o I + � o (V) a (nH �e c = II Z Z N G z L=243' S=033% D=8" SDR 35 PVC Q o_ ,n o o 'n N N o- ao ao cn cn o- 0o ao �Q II ? N > > N > > U) �e a U) �a = II z z z = II 11 z z cn cn 00 0o cn cn ao 2545 2545 2565 N F- _ V)P 2565 J Q z (ncnwoo00 00 (n(n0_ 00 00 - - - - - - - - - - - - — — — — - - - - - - - - - - - - - - - w 7 10+00 10+50 11+00 11+50 12+00 12+50 2540 2560 2560 2540 UwSEWER W2555 2555 LI N E W PRELIMINARY PROFILE STA. 10+00 TO 1 2+50 L=247' S=0.40% D=8" SDR 35 PVC L=304' S=0.60% D=8 SDR 35 PVC � 2550 L=270' S=0.40% D=8" SDR 35 PVC 2550 w U) 7v J 2545 L=51' L=69' 2545 > S=0.40% S=0.40% U D=8" SDR 35 PVC D=8" SDR 35 PVC N 2540 2540 0 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 19+00 19+50 CSW PROJECT NO. 21018 SEWER LINED' PRELIMINARY PROFILE DRAWING DATE 1012112022 STA. 10+00 TO 19+50 0 PP201