Loading...
HomeMy WebLinkAboutPublic Utility Plan Updated- rri EP d3 6"PI - SSMH 9 48-INCH PJCFARMSLLC 17 48-INCH # ( ) - -- - - - - - - - - - - - - - - - - - - ------------- _______ ----- ---- EP EF RI M:2530.15 - EP --- _______________ __ __ __SSMH EP EP EP EP EP FP EP EP -EP RIM:2532.25 __ __ __ _ Ep- � - €13 - -E�" EP EP EP EP EP - EP EP EP EP E5 HOLDINGS LLC EP EP E SO421315105 DEPTH RYENN HOLDINGS LLC DEPTH:16.4' EARNEST SO421315205 EP EP -EP SEWER ALIGNMENT"A" - EP INV IN:2514.76 8" (N) EP EP- -EP EP EP SO421315055 EP E INV IN:2515.96 8" (E) EP EP- SO421314900 EP -EP EP EF -EP El ;p EP It= REFER TO PP3.1 FOR PROFILE INV OUT:2514.66 8" (S) INV OUT:2515.86 8" (W) 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI VIP 1 SSMH #8 (48-INCH) 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI F I F B g RIM:2530.28 BLOCK 1 t I ---INV IN:25114.26 8" (E) BLOCK 2 1 O2 33 O4 55 O6 O7 O8 O9 10 11 i 12INV IN:2514.26 8" (N) 3 4 5 6 7 O8 O9 10 11 4&8.0"INV IN:2514.26 8" N197.5' of 8" PVC ® 1.73% 99.0' of 8" PVC @ 0.40%INV OUT:2514.16 8" (S) W SSMH #15 (48-INCH) RIM:2528.39 m DEPTH:8.2' - B..W 8..W Ft' ...... 8.. B"W 8"W 8"" 8..W B..W : B"W 8" 8..... 8.. 8...e, 8'W 8'W 1 +00 2+00 W FLAT ROCK ST. 3+00 4+00' 5+00 6+00 a N 8+00 9+00 10+00 1 1 +00 12+00 13+00 INV IN:2520.51 4" (N) 3 IB"S I I -�"S 8'S °'" I I rs 8"$ 8" s 81 1-8"S 8"S I 8"S- I -8"S 8"S f� I �13' "S 8'S-L11 INV OUT:2520.18 8" (E) 7+00 400.0' of 8" PVC @ 0.40% 389.6' of 8" PVC ® 0.40% �, , � 42.6' of 8" PVC ®0.40% , -- SSMH #7 (48-INCH) SSMH #14 (48-INCH) W "PI 4"PI • 4"P 4 I �4"Pl SSMH #16 (48-INCH) ..pl ""PI- RIM:2530.57 4'PI SSMH #6 (48-INCH) - J RIM:2529.54 4"P SSMH #12 (48-INCH) "P tl 4"PI 'P RIM:2533.03 4"PI 4�PI�--•+- z W - - - - - - - - - - N rn DEPTH: RIM:2531.01 - RIM:2532.21 � W rn , MERIDIAN RESEARCH J SEWERALIGNMENT m = 398.9' of 8" PVC ® 0.60% 4' 00DEPTH:y W SEWERALIGNMENT"C" _ DEPTH:8.1' 37 DEPTH: D 1 1.9 INV IN:2513.99 8" (N) w DEPTH:9.1' REFER TO PP3.2 FOR PROFILE INV IN:2525.25 4" (E) I 15 y PARK LLC W I REFER TO PP3.2 FOR PROFILE M m W W W INV IN:2517.78 8" (W) m = INV OUT:2513.89 8" S + INV IN:2513.56 8" E m = s D () () INV IN:2523.22 8" (E) D INV OUT:2524.92 8" (S) O 50421336500 Q m y BLOCK 6 INV OUT:2517.68 8" (E) m oo INV IN:2513.56 8" (W) INV OUT:2523.12 8" (W) BLOCK 5 m ' ° + Lu a O2 3O O4 5O O6 O7 z O8 O9 10 11 y W 12 13 14 15 16 17 18 z 19 20 21 22 W = • INV OUT 2513 46 '8" (S) 40 41 W 42 w 43 44 45 z � 46 47 � 48W +' W W W �W m z y - 80.4' of 8" PVC C�? 0.41 % c1n O 38 39 R f:to 16 I "' W W� -- --------- -- -- -- - y W �`W - -® 23 1 I - - W W-� - - - - ?8f �� p0 76.3' of 8" PVC © 0.60% W W SSMH 10 48-INCH' # ( ) - - - - RIM:2528.99 6 z W�" .. �. r. 8.. r. $ r. 8.W� 6' r n� $.. r "r^ f �$'� " f 1 1 f W W 1 z Lu DEPTH:8.3' �1 +00 �zs p 2+00 �• 3+00 24 4+00 f• 111I 5+00 .r , f _ f 36 ' s o 12 SD' 6+00, 7+00 8+00 9+00 f r 10+00 r' 11 +00 INV IN:2521.06 4" N r.. r , r r 'r r rf I" v 1 w w u w w ( ) 8'S 81.' 1 �{ B..S r $.. r f� r "$ 'S s I 8.. °S 8"S r. s 8.S 8rS 8' w w J INV IN:2521.06 4" (S) y W W INV OUT:2520.73 8>, (E) --- - - - - --t -- - u - - - - - -- - - -- -- D � - - -- -- ------ - - - -- -- D - - - �'• ''�' .w 1 W () I l W W W I I m �Il 1 v w W U m - O •W W y I SEWER ALIGNMENT 'B" W w + ip W W SEWER ALIGNMENT "B" - 18 I Q 317.2' of 8" PVC 0.60% N 239.0' of 8" PVC ® 4.00% 272.5 of 8" PVC @ 0.42% f W W EXISTING SSCO #29 3 �- REFER TO PP3.1 FOR PROFILE 320.0' of 8' PVC @ 1.61 % W W W W W REFER TO PP3.1 FOR PROFILE N a 63.5' of 8" PVC @ 0.41 % 41 41 RIM:2530.80 W W f W DEPTH:20.6' i 47 46 45 44 43 42 41 40 39 38 37 s• W W 36 35 34 33 32 31 30 29 28 27 26 25W 35 34 I 33 I 32 31 30 29 W W W 28 W W 27 26 25 24 23 22 21 20 19 y INV OUT:2510.22 8" (S) I -- SSMH #11 (48-INCH) W W A W SEWER ALIGNMENT "A" RIM:2529.59 , REMOVE BLOW -OFF AND CONNECT W W y 2 8 -- -- -- -- -- -- -- y -EXISTING WATER -MAIN-- -- -- W W- f DEPTH 10 9' y W W W W W REFER TO PP3 1 FOR PROFILE CONNECT TO EXISTING i e i » 6�i 6�t 6 w r INV IN:2518.8 W (W) „ y n PRESSURE IRRIGATION SYSTEM N N °i _ _ r _y_ INV OUT:2518.72 8" (E) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W y -W W � °0 ' '� • - - - - - - - - - - - - - - - - - • •'347.0' of 8" PVC C� 0.42% - - - - - - - - ' ' �' REMOVE CLEANOUT AND ' • •• ' ' 63.0' of 8" PVC C�? 0.63% X m 347.0' of 8" PVC @ 0.43% lsE CONNECT TO EXISTING SSMH #13 48-INCH) 12' 12 W 12"W 12"W 12V Ld 12"W z-12"W 12"W = 12"W 12"W 12"W 12"W- SEWER MAIN 12"W 12"W 12"W 12"W- Z-12"'w 12"W 12"W RIM:2533.33 12"W 12"W 12"w 1wN 12 1 PRESSURE IRRIGATION SYSTEM : o Of :2 W. WAVERTON DR. 61.5' of 8" PVC ® 0.41 % ct w � s 8»S " ��� w, 5 » 8»S 8"S w i 5 INV IN•2524 46 8" .N 8 Sm s „ „ „ „ „ o N 0 EXISTING SSMH #3 (60-INCH) EXISTING SSCO #5 1 +00 °o EXISTING SSMH 4 60-INCH (n a ( ) 4"PS 4"PS 4"PS 4'PS - W W 4"PS 4"PS " S 4"PS 4 Ri_ # ( ) 4"PS 4"PS 4"PS Ld w 4"PS 4"PS 4"PS - INV IN:2524.79 4" (S) 4"PS 4"PS 4"Pd w EXISTING SSMH #2 (60-INCH)- RIM:2531.52 RIM:2532.97 RIM:2533.09 � o m INV OUT:2524.36 8" (W) _ Q RIM:2531.07 1l z DEPTH:20.2' DEPTH-.19.8' - z 64.2' of 8" PVC C�? 0.45% � p � � Y DEPTH:20.2' 1� 0 c..�� DEPTH:21.3' r f. sue• INV IN:2511.40 8" (S) INV OUT:2513.20 8" (S) r INV IN:2512.95 8" (N) - Ln �- r r N InQ��/-1 i ----r•----r•----r..--- - -- cli INV IN:2509.82 8" (N) - - - - - - - - 1 �� INV IN:251 1.40 8" (E) INV IN:2512.95 8" (E) ,•.. - - - -� �- - - - - - - - - - - - - - - - r g " SSMH #18 (48-INCH) a INV IN:2509.82 8" (E) -INV OUT:2511.30 8" (W) INV IN:2512.95 8" (S) a' A m N INV OUT:2509.72 8" (S) E-_RIM:2534.57 SSMH #28 (48-INCH) SSMH #20 (48-INCH) _ 10 DEPTH: 17.1' ° RIM:2534.54 RIM:2536.24 INV OUT:2512.85 8" (W) °DEPTH:15.8' DEPTH:8.3' INV IN:2517.60 8" (E) E - 5 EP EP EARNEST FEINV IN:2517.60 8" (S) INV IN:2518.83 8" (N) FINV IN:2528.04 8" (E) SCHWENKFELDER EXISTING SSMH #1 (60-INCH) SO421314900 INV OUT:2517.50 8" (W) %INV OUT:2518.73 8" (S) INV OUT:2527.94 8" (W) SO421428100 12"Gi 12"Gi 12"G 12"Gi 12"01 12"Gi RIM:25-' _ DEPTH:-,.- N �� �" 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI Ill 6"PI 6"PI 6"PI SSMH #22 (48-INCH) SEWER ALIGNMENT "E" - REFER TO PP3.3 FOR PROFILE 397 DEPTINV IN:2509.43 8' (N) 99.0' of 8" PVC ® 0.40% BLOCK 3 RIM:2RIM:255 9.9. INV OUT:2509.33 8" (E) m BLOCK 2 INV T 13 INV IN:2532.10 4" (NE) 14 12 13 15 � O2 O3 O4 O5 6O O7 O8 O9 10 11 12 14 16 1 14 0� co N INV OUT:2531.77 8" (W) W I r 0D a ao •• r r ,• , 8 8 "W xi 8" 8" _ ­" 12"W 12" 12"W 12"W ' ""' V 12"W - 12 "W 1 ""i 12 12"W 12"W - 1 "W 14+00 15+00 16+00- N : 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 �25+00' I W. FLAT ROCK ST. I = I 1 s"� - I s"s s"s I 1 +00 s"s 8"S 8'Is s"S I +I 8"s I a $"s I - a' s� s" Is"s s"s I 155.4 of 8" PVC ® 0.41 % 200.0' of 8" PVC ® 4.80% o >st 1 +00 269.8 of 8" PVC ®0.60% (7 SSMH #21 (48-INCH) ' RIM:2538.67 PI 4 PI wr 4"ll . 4"u.i SSMH #19 (48-INCH) 4"l l 4" I 4"l l 4" 1 "PI A 4 I 4"PI 4"PI "PI 4"l l 4"PI - - - DEPTH:8.6' s81 po cn I - RIM:2535.26 - po W REFER OER AL ' . - Q w 400.0 of 8" PVC @ 0.50% INV IN:2530.15 8" (E) .� > IGNMENT' - 13 I � DEPTH:17.0' 1 1 INV OUT:2530.05 8" W z w z SEWER ALIGNMENT "C" - ( ) 21 O ' PP3.2 FOR PROFILE r I W 0 iv INV IN:2518.33 8" (N) w BLOCK 4 o w REFER TO PP3.2 FOR PROFILE -i w Lu INV IN:2518.33 8" (E) C Co L O O = Q O3 4 bj z INV OUT:2518.23 8" (W) O4 O5 O6 = Q O7 O8 O9 10 W 11 W W 12 13 14 15 16 17 18 19 20 W 122.5' of 8" PVC ® 5.00% 41 Q' w O3 N O N L.uw w W W SEWER ALIGNMENT "D" Fz`L$ M I 3: W W W IF J_' y yW . yW WW �. 1-1 - I rN ftoCV•f 4 -:S 6+OOssDoD + REFER TO PP3.3 FOR PROFILE r 1- W M1� e•H7+00�. BW -- --- rr--'Vy +00-7 -- ;r -- -s•r"s.- 12r+ r r2 9+0 r.r :r 8�10+00 -00 8+00 Z 8 1sWs A > 0-0 r $. - w w vF W D U BLOCK 5 10 } f D r D SEWER ALIGNMENT "D" W 390.0' of 8" PVC 0.49% W . 454.6' of 8" PVC ® 1.26% REFER TO PP3.3 FOR PROFILE 190.5' of 8" PVC 0.40% W W W W W • f O8 O7 O6 41 I 40 I 39 38 37 36 35 34 33 W W 32 i W 31 30 29 28 27 26 25 24 23 O9zo 00 W W' REMOVE BLOW -OFF AND CONNECT W W W f s•.w� ' ' INSTALL 10WIDE CONCRETE TO EXISTING WATER MAIN � W W �__w INSTALL 10' WIDE CONCRETE y y MULTI -USE PATHWAY I 41 � MULTI -USE PATHWAY •��-��-.��-.�-,---------- -- - W --- ---------- --'� --- - ------ --- .��- -•- - rT1 -- --- 15 of 8 P ® 0.60% �' --�" --6"�t-- _r.,-- 'tom-- "1-- 6"13r- 6 PI -6 t- --�' -- -- -- -- Pt-- �P� -API- -$ - - " I- q.T.p1 6 1 J L SSMH �.� SEWER ALIGNMENT "W 24 48-INCH # ( ) W W W W W REFER TO PP3.3 FOR PROFILE . . . . . . . . . . . . . . .. . w RIM:2537.83 W 112"W " �12 W 12"w 12"W 12"W 12"W i 12"W 12 12"W 12°W 12"W Z �'W 2" -DEFT H-8._V 12"W W12"W 1 "W 12"W ! � ! W W a_ L� 12'W \ .� y y w y CONNECT TO EXISTING W. WAVERTON DR. w :2 INV IN•2529 63 8" (E) LL 00 0 50 100 Plan Scale: 1" = 50' I.. s s - c y.:. s•15) I4 ° CONNECT TO EXISTING WATER - MAIN. INSTALL 12" TEE AND 12" - �, GATE VALVE. 1 W 12 -r= 13 16 12"W C - SSMH #26 (48-INCH) 17 RIM:2541.09 DEPTH:8.7' INV IN:2532.53 8" (S) INV IN:2532.86 4" (NE) INV OUT:2532.43 8_(W) BLOCK 3 �' Lu 18 O 0 w C, N - O z III f19 I rn SSMH #23 (48-INCH) Z) w o 12'W y y 4, 41 41 W �I H145' PRESSURE IRRIGATION SYSTEM cn .53 8" (W) m \ \ RIM:2535.45 cn INV OUT:2529cn 6 12" y W 41 + DEPTH:11.7' o o \y W W WRr W o1 w w SSMH #25 (48-INCH) w °� o 20 INV IN:2523.82 8" (E) >st - >st 0 ISE a z a RIM:2540.34 INV IN:2524.15 4" (S) o \ \� �2' COro - -' .�- - - - /1w - - - QEi/w R/` ���BL u�' s w - = E fN� - F /W_N - - -, T'- -Rim DEPTH:8.8 SSMH #27 (48-INCH) 0. z - INV IN:2531.66 8" (E) \ RIM:2541.67 IINV OUT:2523.72 8" -INV OUT 2531 ----_- - - - - - -- r - -- - --� - - �� -- - - -- --------------g- --------- 56 8" (W)! \ \ DEPTH:8.2' INSTALL 10' WIDE CONCRETE - rT1 '�iy INV IN:2533.80 4" (S) rn MULTI -USE PATHWAY �� �1l \ I � INSTALL 10' WIDE CONCRETE � \ \\�� W INV OUT:2533.47 8" (N) : MULTI -USE PATHWAY PRELIMINARY ENGINEERING NOTESui 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY w 0 \ 0 VEOLIA. WATER MAINS WILL BE LOOPED THROUGHOUT AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN \ y =���" w w SIGHT DISTANCE EASEMENT THE SUBDIVISION CONNECTING TO THE EXISTING WATER PHASE. 3J J y MAINS IN N. POLLARD LN., W. WAVERTON DR., AND N. SCS INVESTMENTS LLC SILVER BIRCH AVE. 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL \� � ``� ;� a 0 y W CONNECT TO EXISTING BE IN COMPLIANCE WITH THE STANDARD MERIDIAN R7129170600 \ \� o o� W Qy W 0 PRESSURE IRRIGATION SYSTEM 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CONSTRUCTION NOTES: DRAINAGE; SEWER; AND \ �7' 2 �\\ W 22 W Of W W CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY PRESSURE IRRIGATION. THE SANITARY SEWER MAINS CONSTRUCTED WITH THE \ \ ��= = W -T� POLLARD SUBDIVISION No. 1 PROJECT. 9. CITY OF MERIDIAN SANITARY SEWER AND VEOLIA WATER W W W EASEMENT LOCATIONS SHALL BE DETERMINED DURING- 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE THE FINAL PLAT DESIGN PHASE. PRELIMINARY AND SHALL BE DETERMINED WITH THE \ \ 12 N a FINAL PLAT DESIGN PHASE. 10. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE \ v / 12"W 2"N 12"W - EASEMENTS SHALL BE DETERMINED DURING THE FINAL 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL PLAT DESIGN PHASE. BE INSTALLED IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF 11. REFER TO SHEET PP3.4 FOR STREET SECTIONS. MERIDIAN REQUIREMENTS. 12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS 5. ALL ALLEYS SHALL BE PRIVATELY OWNED AND SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND PHASE. DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED 13. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE TO ACHD. SEE THE PRELIMINARY STREET SECTIONS, DETERMINED DURING THE FINAL PLAT DESIGN PHASE. SHEET PP3.2. 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE PRIVATE AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. 7. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT SHALL CONNECT TO THE POLLARD SUBDIVISION No. 1 PRESSURE IRRIGATION IMPROVEMENTS. THE PROPOSED 150 POLLARD NORTH SUBDIVISION £H�i MERIDIAN, ID �SS�pNAL ENSF ti PRELMINARY ENGINEERING PLAN 16860 REVISIONS s� 12/23/24 �oIT E N G I N E E R I N G qTF OF ��P �v �� C K�NS 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 NO. ITEM DATE 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 PHONE (208) 639-6939 kmengllp.com 2 REVISED SEWER DESIGN 9/6/24 3 CLIENT COMMENTS 9/11/24 DATE: DECEMBER 2024 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 PROJECT: 24-031 SHEET NO. PP3.0 2545 2545 U _Z 2540 (.00 Z w ..... O �- �o - 00 - 2540 u-00Co00 � LO 00 N 6)OO N p0 �00" N N N U r7 20 0 �� �_ O Z Co O �" 2 O WIZ.... O .�`..� 0 _ _ _ O O O In In In N N ? 0 W In M UOp)NNNN H NCnN _Z I W Co 00 00 U O - 00 U L� O L- 00 Z ZW 0) O " - 00 = W 00 00 00 L` � U 0 .Zi O 00 2535 Z+�=ZZZ C�cOn7:H F- - N - - - 0 - Z + In = D XH� W ZZZ Z tnQ��pj 0o � tO�O��In� p �p�p�p to0Z n I 0 rn � 1 M 00 0) rrj — 00 N M��r7 �ON���� O ��� ?� N N N 4_ 1 00 � � O CO O r 2535 W(n� o--- - W(~F2 Lc,) CVM7NNN �000N H ��00NN N D -U) N ---- \ \ 2NN=ZZZ 0 +�: - - - 2 Z O> +�� = Z_ Z_ Z_ 0 N F- \ (nH W Z Z Z Z Q 0_ LLJ > ( NNO oZ Z (n(n0_0ZZZ W » > > _ Z �Q N = Z 0 W> > 2530 ---- —_ N ���oZ ~ W Z 2530 EXISTING GROUND 2525 2525 2520 2520 REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER MAIN 2 515 99.0' of 8" PVC 2 515 I 42.6' of 8" PVC @ 0.40% 80.4' of 8" PVC ® 0.41 % 61.5' of 8" PVC ® 0.4r1%. EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2 510 63.5' of 8" PVC Q 0.41 % 2 510 Co 0 to ro 00 M M M rM r7 OM N N N LO N LO 0V LO N 0 N LO N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SEWER ALIGNMENT A 0 50 100 150 Profile Horizontal Scale: 1" = 50' 2545 0 5 10 15 Profile Vertical Scale: 1" = 5' 2545 2540 = o Z a 6 w 2540 J ^ ZL� Co p °� _ Zu- 00 u` J U ...... `. Z � = p �^ " I �� �r N J W UO O ^ - 00 z0 co I LWi N r, N EOM N N W uj 20 " Z� 000000 �O N N r7�M0�� N DLO N N =O O Z 0 v �� Co Z L� I 00 't O cD (D c0 u') M M- N NN- N + r7 N N N� 2 Z Z = + rM ao N ron Z) 2535 Uo Z� : Co �� M 00 I N �O 00 00 �ro V) N co�riKi N :r, N :iZ = � 0 N�-- Lj Z_ =�N�- = Z O 2535 uj Z 0�00 NLbO- LO2rN=Z__ZZ zutMO�NNN m:+ U �Q��> NV) oZZ (nN0 oZ - 0000M�� 00 O 00) � :66u � EXISTING GROUND =5 0 � > > EnnCnno'oZ- Z --- ------- ---- ---- — — — — — -- —ON N H +�=Z 2 ItN - p (nN0 oZ Z Z Z - — — — -- —_ ---- 00 N N +Ln=ZZ o bi > 2530 2a�a» U) cncno-oZZ _ W > z - U)U) oZ z - — --_- _____ ---- ---- — --- -- --- 2530 2525 272.5' of 8" PVC ® 0.42 1 2525 76.3' of 8" PVC ®0.60% 2520 317.2' of 8" PVC @ 0.60% ®n A0% 2520 �c P 0{ S 320. 0, 2 39 0 of 8,, PVC 1.619; 2515 2515 I EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 o rn o u� co ao rn r oo co Co 0) ro 0) N 00 N rn N 0) N 0) N Cn N rn N rn N 0 ff) O n 0 ro O to O ro M r) N V) N r7 N M N n N M M n L N N LO N N In N N LO N L N N 0 N N L N N LO N LO N LO N L N N LO N LO N 0 N V N N 0 N N 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 SEWER ALIGNMENT B 0 50 100 150 0 5 10 15 Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' NOTE: SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE DETERMINED WITH FINAL DESIGN. z 0 I— U D OC tJ') z 0 U ryo LL 0 z oc Q z_ 2 J Lu 2545 2545 w U) 2540 .. O =� U00.. 00 Co O 10 Co O O Ln 2540 =o i Z - Co (D(o Ln .. .. 1 O o0 DD (00 �ao0 U-) N W �....� O W 3: Z v 00 00 �N 6) LO�U-)2ZZ + M N N ..v ZO _ Co ZL- 000000 �}U) �LDN't LO 0 �Q��» > 2535 =o �. O 00 00 00 00 000 oo cO r o LDCDLD Co N N N �NCp_ '*(14 �rnN�� N p� Z) _ ±N H Z- cNn��ozz z — 2535 U ZL� --- I o0 L� O 7 0 O Nam. � rn Lo rn N 00 Ln 7 LO 00 rn o `O "' "' "' M N N N EXISTING GROUND �Q .. � N m w z z N N 0- - ---- ---- ---- �OM Op N N N O)N N H +LO 2 0 +0 = Z Z Z = 2cDN - - - U ++►►11�� �- - - - - - - - - ---- ----- �oC6 (V � Z =ItN�- 0 �Q�o >>> > - - - - - - -- - - a0 N + un� W > > NN0 0 Z Z Z Z _ - - - — - - - - 2530 =�N�Z 0 cncno-OZ Z ---- 2530 0E--'1Ew> >---- - - - - V) V)0_ 0 Z Z - - - - - 2525 2525 2520 39---m of 8" PVC O 0.607 2520 155.4' of 8" PVC ©0.41 197, 5' 389.6' of 8" PVC ® 0.40% of 8., PVC ©J73q 400.0' of 8" PVC ® 0.40% 2515 2515 I EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 Ln Ln (D C0 O N Ln C0 rn M LD rn r) Ln n p O P7 Ln r� O N LD O LD O) 00 N 00 N 00 N 00 N 00 N O) N 0) N O N O) N 0) N O N O M O P7 O P7 O r) P7 P7 P7 r7 CV P7 N P7 N P7 N P7 N P7 r) r) n P7 't r7 Pr) Pn It to V) PM Ln N Ln N Ln N Ln N Ln N 0 N Ln N Ln N Ln N 0 N 0 N N Ln N Ln N Ln N Ln N Ln N Ln N Ln N Ln N Ln N Ln N Ln N (V 0 N (V N N Ln (V ul (V N 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 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 SEWER ALIGNMENT C 0 50 100 150 Profile Horizontal Scale: 1" = 50' 0 5 10 15 Profile Vertical Scale: 1" = 5' 2550 2550 r. O ZZ = 0 0 - Z Co 2545 Z o �- CC) O 10 p p r- 2545 — — M O ^ p uia 00C14 - Q N 0) N N N O) N00 N O Z 0p .iwie U ZO 00 N N _^ O "tpp(DLn N + P7 CO N N H Ln 2NN�ZZ 0 ZLi CO CO 10N O r +r700N O N In = Z O (n H W>>> NN 0ZZ Z 2540 � M � �No0000 — p Ly+MOON - N - � � F- N w > > 0z z 2540 EXISTING GROUND cncno -- ---- ----- —— — — Or,LnLn N =�N=Z H - 0 --- +M�NN � _ N= Z Z C)N H W Z Z --- --- ------ W > > > - - - - ----- U) (n(n� - - - - 2535 ---------- 2535 269.8' of 8" PVC 0.60% 2530 400.0' of 8" PVC @ 0.50% 2530 2525 bca°% 2525 Q�G 0 q8 0 2520 2520 I EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 r7 O CO n Ln C0 Ln O) N I, O O) Ln P7 Ln to Ln P7 Ln PM O P7 (Z M LD n (.O n �'`) r- n r- to 00 n 00 P7 00 M O) n O) M O) PM O M O) PM Ln N Ln N Ln N 0 N Ln N Ln N Ln N Ln N N 0 N LO N 0 N u) N Ln N 0 N In N 0 N In N In N 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 SEWER ALIGNMENT C 0 50 100 150 0 5 10 15 Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' NOTE: SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE DETERMINED WITH FINAL DESIGN. z 0 I— U D OC tJ') z 0 U ryo LL 0 z I oc Q z_ 2 J Lu 2550 2550 J ^^ Ld O Z O^� O ?i . .� = O (/7 Z .�.� Z 00 = p 00 Z � T O r 00 ?� 00 It I O n 00 � 0) 00 M 2545 � � O W v VO �: 00 00 ° "tr, cD O� tocDI�O�MM 0 00 N (00) N N M N r, 04 rto � (00 " M 2545 .0 N +cp O 00 Lo NO+�1p NL0 0 't O> VO W(n`� �.`.� 000 M =Z =N�2Z_Z_ 0 �Q�_uj NN0' 0_> OZ Z_ 2 0 .Wi wi Z .. cD rn D7 CO MCq 2�D O � Q � CL �Q� O_>> > V) V) 0_ 0 Z Z Z— z °0 0000 Co � �` IN N `o 'n `� EXISTING GROUND > N N o Z Z ---------- — — — 2540 o Lq coo 0 r 00O �� M r N N r,M00N +�=Z Z: (0 �— O ——--- --- ---- 2540 mO ---- a0O4 OI--_I,I, MM� NN��Lp� N N N NH� W> >-- (n U) 0 0 Z Z — — — — — ---- r N LO N +� Z Z — — — — — — O M N N H Z Z =+ N O W >> > ---- --- -- — — _±N H O > U) (n(n0_ O Z Z Z __ — — ----- ---- 2535 (nH�W>> cncnw0ZZ Z --- -- _--- 2535 156.3' of 8" PVC ® 0.60% 190.5' of 8" PVC ©0.40% 390.0' of 8" PVC ® 0.49% 2530 2530 g„ PVC @ 1.26% 454.6 of 2525 2525 00% �5. Q�c °{ a 2520 100 2520 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 co O M co O M M co O) I- O M co O) N co O M M P- 0) r r M 0 M L M M co M co M cD M cD M cD M r ro M n M 00 M 00 M 00 M 00 M O M 0> M O 't O 't O � O � O It Ln N M N V) N V) N M N M N M N N V) N M N V) N 0 N 0 N M N N N M N V) N M N M N M N M N L N N LO N to N M N 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 SEWER ALIGNMENT D 0 50 100 150 Profile Horizontal Scale: 1" = 50' 0 5 10 15 Profile Vertical Scale: 1" = 5' 2550 2550 2545 2545 =o ^ o Z LLJ: =o Z 2540 Z " 00 LE 00 0000 N z 00 00^ 2540 0T M M 00 00 o 00 00 OgN0o0o0 - 0�0006 M �On7NN N00 w00)In7 H _± N Z Z O =+ N Z 0 �Q� W >> > �Q � 0 F 2535 U) co Of 0 Z Z Z N~ W Z Z 2535 EXISTING GROUND 2530 2530 2525 2525 2520 PVC @ 0.40% 2520 99.0' of 8" EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 M I� M M M N LO N 0+50 1+00 1+50 2+00 2+50 SEWER ALIGNMENT E 0 50 100 150 0 5 10 15 Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' NOTE: SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE DETERMINED WITH FINAL DESIGN. z o_ U D OC tJ') z 0 U ryo LL 0 z oc Q z_ 2 J Lu 1.5' ACHD SIDEWALK -� EASEMEI 3:1 SL01 EX 20' PL-PL 1' LANDING, TYP. AGGREGATE BASE STREET SECTION A (PRIVATE ALLEY SCALE: NTS i � 54' RIGHT-OF-WAY 0-1 STREET SECTION B (LOCAL SCALE: NTS 1.5' ACHD SIDEWALK EASEMENT 3:1 MAX. SLOPE TO EXISTING 1' LANDING, TYP. 0.5' 5' SIDEWALK 8' PLANTER 6" VERTICAL CURB AND GUTTER, TYP. 60' RIGHT-OF-WAY 16.5' TBC-CL 7' 9' PARK LANE THRU LANE COMPACTED SUBGRADE STREET SECTION C (LOCAL SCALE: NTS 1.5' ACHD SIDEWALK EASEMENT 3:1 MAX. SLOPE TO EXISTING 1' LANDING, TYP. 0.5' 5' SIDEWALK 8' PLANTER 6" VERTICAL CURB AND GUTTER, TYP. 16.5' CL-TBC 9' 6.67' THRU LANE PARK LANE 60' RIGHT-OF-WAY 16.5' TBC-CL 7' 9' PARK LANE THRU LANE COMPACTED SUBGRADE STREET SECTION D LOCAL SCALE: NTS 0.5' 8' PLANTER 5' SIDEWALK ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE 16.5' CL-TBC 9' 7' THRU LANE PARK LANE 3' ROLLED CURB AND GUTTER, TYP. 0.5' 8' PLANTER 5' SIDEWALK ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE 1.5' ACHD �- SIDEWALK ,SEMENT 1.5' ACHD SIDEWALK EASEMENT 1.5' ACHD SIDEWALK EASEMENT 6.5' ACHD SIDEWALK EASEMENT 5.5' 2' �1O' MULTI -USE PATHWAY 8' PLANTER 3:1 MAX. SLOPE T" EXISTI 1' L STREET SECTION E (COLLECTOR SCALE: NTS 6.5' ACHD 63' RIGHT-OF-WAY SIDEWALK EASEMENT 18' TBC-CL 18' CL-TBC 5.5' PARK LANE THRUOLANE THRUOLANE PARK LANE 8' PLANTER 10' MULTI -USE PATHWAY 2' 27' VARIES EXISTING PAVEMENT SECTION 50' RIGHT-OF-WAY STREET SECTION F (INDUSTRIAL) SCALE: NTS NOTE: STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING REPORT AND ACHD'S REQUIREMENTS. u rvinvvo rii—rcviv JVOOHJC 20' CL-TBC ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE COMPACTED SUBGRADE 3'� � 2' 5' SIDEWALK 4' PERMANENT ACHD SIDEWALK EASEMENT z O U D oC H z O U re O LL O z oc Q z_ G J W DC