Loading...
CC - WW CommentsKEY MAP SEWER ALIGNMENT "B" W. WAVERTON DR. Q � Y a SEWER ALIGNMENT "A" O � V z Q v~i J � O aL17 W. CHINDEN BLVD. � A SSMH #2 (60-INCH) STA: 2+23.88 OFFSET: 0.00' N: 729314.59, E: 2434559.46 SSMH #1 (60-INCH) STA: 1+59.67 OFFSET: 0.00' N: 729250.38, E: 2434558.81� 0 d3 2+00 d3 3 J - — —L as la„s N. POLLARD PL. 9a w a^w ' 9° 8"w Id„9---Id„9 Id„9 ------ —�1 Q � SSGO #3O O1 C� WET WELL ° STA: 2+86.91 OFFSET: 0.00' STA: 1+15.67 OFFSET: 0.00' u N: 729377.62, E: 2434560.10 N: 729249.93, E: 2434602.80 - 00 s o~c - BLOCK 2 ± Q y SEWER ALIGNMENT "B", Ld.9 1 s s SEE THIS SHEET 0 r i SEE FORCE MAIN AND SEWER LIFT STATION CONSTRUCTION PLANS (SEPARATE PLAN SET) ALIGNMENT "A" PLAN AND PROFILE 0 50 100 150 Plan/Profile Scale: 1" 9F)45 0 5 10 15 Profile Vertical Scale: 1" = 5' 9545 N 2540 2540 Z v VO 0 v-co SO U O �Z voo o o ao 00 N Z a0 OJ N N 1 O�S O roZ a O n N m O N 2535 o 0 o, - �o m N o; OI ° m MH 'no N N ;)0 oo O +ND 2535 W NM N — N O = N N Z Z O O N N O E> NH� Z Z NHE> > > (U> 3 Z — N fn F Z Z Z 2530 2530 FINISHED GROUND EXISTING GROUND 2525 2525 2520 2520 2515 2515 2510 8" PVC 0 0. 2510 % Li 63.04' o 64.21' of 8" PVC 0 0.42% 2505 44.00' of 8" PVC 0 0.43% 2505 STA:1 +20.00 1 INV:2509.29 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2500 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2500 M M O N N T m 0 m O N N M M N N N p N N � M O N N N N N N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. CONNECT TO WET WELL PER "POLLARD SUBDIVISION No. 1 LIFT STATION AND FORCE MAIN" PLANS. 2. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC STANDARD DRAWING SD-506A. a SSMH #4 (60-INCH) SEWER ALIGNMENT Iw, o Q � J z STA: 4+46.97 OFFSET: 0.00' N: 729311.27, E: 2434906.41 z SEE SHEET C5.1 d 5:'PL _ _ —F P _ _ • "PL _ _ 53L _ _ -GPL _ _ fiPl_ _ _ G:PI_ _ _ 6:PI= 6:PI 6:!B 6" "PI (n W. WAVERTON DR. Z 0• ' e'w e'w e'w e'w ev aW aW aW a'w a'w a'w w w a w - 94 : 1 0a +00a +00 5+OO+00a % a"s a"s i a"s i a"s a"s O"s s"s s"s � a"s a"s ° SSMH #2 (60-INCH) 9°F 4"PS 4"PS 4"PS 4"PS 4"PS 4"PS 49a 9`-4"PS 4"PS 4"PS 4"PS 4"PS "PS 4"PS STA: 1+00.00 OFFSET: 0.01' 3 f ;9 N: 729314.59, E: 2434559.46 5 1s"So N G — • L- _ _ _ _ _ _ _ _ _ - SSMH #5 (60-INCH) I .D SEWER ALIGNMENT "F' SEWER ALIGNMENT "A", , _ SEE THIS SHEET - SEE SHEET C5.4 L J NS729307953E:F2435253.036 I I I I EG I I I I�6 1 ��ALIGNMENT "6" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 9545 BLOCK 2 OSEWER ALIGNMENT "C", SEE SHEET C5.1 �1y 12"W 7 s 4" L z � BLOCK 2 I I zl 9545 2540 0 0�^ 2540 _ 0 vNv Z� O .W.iZ O I� n Zli N N L ZI co co O 0 t0O 0 rn rn rn 0. t 0 U7 N M Nj u] in N m2NN H 0 0600 N - _ �?in N Z O 2535 No�NN N �OMNN _+inZ �» 2535 Z Z N Z Z =O V N d' Z Z Z _+ N > > > _+ N > > > FINISHED GROUND 2530 2530 EXISTING GROUND 2525 2525 2520 2520 2515 2515 346.96' of 8" PVC 0 C 346.96 of B" PVC 0 0.42% 2510 2510 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2505 FINISH GROUND FF CENTERLINE OF SEWER PIPE ALIGNMENT 2505 O Q N r N O O M O`0 O 7 co O co N O 7 �n w O m h m N rn N a cD ^ h O co N N n O O O O O O N N O N O N O O N M N N i N N N N N N N N N N N N N N N N N N N N N N N N N N 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 Z w w O J J J Z 00 z0 �aa OZ Lu 2 Q Q z z waa z J J co Q 0 a a Q Cc Q m 0 Z Z Lu G Lu Lu Q Lu Z Z J C9 0 Lu Q —.1 d N km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.0 Z 0 H V D H N Z 0 U Of 0 LL 0 Z I �N I..L Q Z J W a KEY MAP SEWER ALIGNMENT "C"-,,_ W. WAVERTON DR Q Y a O � V z Q v~i J � O z 1 W. CHINDEN BLVD. SSCO #6 STA: 1+00.00 OFFSET: 0.00' N: 729369.43, E: 2435253.94 SEWER ALIGNMENT "B", SEE SHEET C5.0 ALIGNMENT "C" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 917)4..5 2.ri4.Fi v 2540 0 O N UO o �Z 'lN Z 2540 =O Z DJ N _ N M M 1 0 h l� � OO N U O N N Z= .Z.i O .N.i.W.. 3 v O v W v O O Z O O o N �� lo m M Nl roij N N O N ifl O cOorn� do M U ZO O ___ N co N c0 V Z� o __ N N 00 M U Z �v O N 00 ^ O N N O�� ON +N ZZ I�O>m Nif1 N com Oo 0 � ooO M -O ^O r O N 2535 ONO > SIN-- `u) 0 Z pMNN H =MNZz o Nao�in�n� ��ND N �r�nn N om^� ��� 2535 N m, d' Z (nNd' — — — hM N N N H rn�� r0 N N H O ��O N N N~ Z Z Z S N Z Z Z 00 =toN + Lo Z Z — — O =coN + Z O OmN + 0 !n~� Z Z Z Z > > > Z Z Z �a�> nN0 > Nf�M> — FINISHED GROUND 2530 2530 EXISTING GROUND J 2525 2525 2520 2520 199.4 ' of 8" PVC ® 0.42% (� 2.02% S' PVG 0 -T- 8 of 2515 208.51' of B" PVC ® 0.427 gg 55.00' 0 8" PVC ® 0. 2515 208.51' f B" PVC 2510 1.48' of 8" Pv ® 0.42% 2510 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2505 FINISH GROUND F CENTERLINE OF SEWER PIPE ALIGNMENT 2505 h NO O Fo M w r O o O^ M r a o N o o r o m N rn w 0I o N M n o 7 m N co r r rn 7 N N) M N N M M N N M cV N I'] M N_ N M M M M _ O_ M M O_ '� M m M N co O N r O N r o N N O N M m o N� N m N O M N N N� N � N N �� N N � N N N N N � N N N N N � N N � N N N N N N N N N N D] N N U] N N N U] N 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 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER a 0 NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. to 1. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC z STANDARD DRAWING SD-506A. 0 N 2. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM > � CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN ~ STANDARD DRAWING G2. WIDTH PER PLAN. 14' MINIMUM. r-1 Z Lu O Q = Z 0 z0 2 O Q w75 a j 2 z W Q Z J m Q Q Z Q C U N 0 LLuLu cz L / IJ�G � J W J O J a wQ cn km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.1 KEY MAP W. CHINDEN BLVD. -�' A I � J SEWER ALIGNMENT "C", •i>m z C f SEE SHEET C5.1 g I� z BLOCK 2 � f I- ,-- I � TJ Li — — _ 99 g0 F O SSCO #12 STA: 1 +00.00 OFFSET: 0.00' N: 728891.50, E: 2435195.54 z Q� oZ I" 2 w:2 VQ) Ow Q III Y 0 I � Ilo II OSSMH #13 (48-INCH) SSMH #14 (48-INCH) 12"SD STA: 5+53.45 OFFSET: 0.00' STA: 7+90.89 OFFSET: 0.00' 0 N: 728886.95, E: 2435648.96 N: 728884.57, E: 2435886.39 W. LITTLE RAVEN LN. -- aw -- aw T------ aw-------aw aw -- aw aw - aw------ aw - aw aw 8+ w s��••r��••s - - --s.•s�a.•s - - - - s'•l� - - - - �••r��•'s��Ys - - - - s••s SEWER ALIGNMENT "C", w SEE SHEET C5.1 BLOCK 2 00 �� O ��ALIGNMENT "D" PLAN AND PROFILE 9s5n BLOCK 2 o SEWER ALIGNMENT "G", 1 w SEE SHEET C5.5 z"P�j z'aI w� L-J �N f C) w I O w SEWER ALIGNMENT "E", w SEE SHEET C5.4 V) a a° • I II 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY (C' OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER a 0 'NOTE M 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 'Ln u 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL ' POTABLE/NON-POTABLE MAIN/SERVICE OR BLOCK 1 SEWER ALIGNMENT "J", SERVICE/SERVICE LINE SEPARATION PER CITY OF OSEE 6 SHEET C5.6 Lu MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 C1.1 FOR ADDITIONAL INFORMATION. SSMH #15 (48-INCH) ' LuSHEET STA: 10+44.85 OFFSET: 0.00' = 1. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC z o N: 728882.02, E: 2436140.34 STANDARD DRAWING SD-506A. - - - - - - - - - W. LITTLE RAVEN LN. - - - W 2. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM Lu-a"w a"w a'w a'w a' CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN Lu - - - - - - - - - - - - - - LL� STANDARD DRAWING G2. WIDTH PER PLAN, 14' MINIMUM. �•"s ---s•"g-----las--- - uj ALIGNMENT "J", ffSEWER SEE SHEEP C5.6L-J y w BLOCK 1 ' U o O oN N 1 Q IMI ?.5. ,)n 2545 2545 0 3 TO O — — — U ZO 3 =o Z� vN3 - v� o-� cocoN00 000 2540 TO �N � _ _ W T � Co co O � Ln ro �mm�o 2540 _ _ Z U Z_O Coo o O .Ni.'-'-'i �'V vc0 coo � �co r cD� N +MNNN O�Z Z Z = O a0 UO N ZO _ _ CO N a0 CC c0 (O t0 ON] N +�Z Z O~�Z O Z Z Z O 0 0 0 ���c0 M if) if) N = r N-- O N N D_ zz z 2535 N� �O N m,, F f�,n,n n N ink N N N H �» o 2535 �Q }�O O +�nZ Z Z NN�.Z Z Z N~— ¢ Z Z Z Z FINISHED GROUND N> moE Z Mv)a' — — 2530 2530 EXISTING GROUND 2525 2525 2520 2520 253.96' Df 8" PVC ® 0 0 237.44' of 8" PVC ® .42% 0 4000003 of 8' PVC ® 0.427 2515 2515 53.45' of 8" PVC 0 .43% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 FF FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 W O O M O M N N m N ^ Co M O a M a c0 cD O O) N N ^ o N h r O m o O N r n r M N n CO O o N O O N o O) N m cD 7 m N O M M O M M Q O I'] O j7 M M M cD M M M M . cV , cV �'] N �'] , N �'] N N M M'i N M M'i N M] M N M M M'i N �'J M'i M a N N N N N N N N N N N �1 N N N N N N N N N N N N N N N N N M u] N N Nl u] N N N N N N N N N N N N �1 N N N N �1 N N N N N N N �1 N N N N N N N N N N N N N N N N u] N N N u] 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 r-1 V) Zw Q LL J O z0 O = Z Q Lu z LU Q Z CIO 0 � Q C 0 Lu z Llccl JL or G W 0 �Lu Q N km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.2 Z 0 H V D H Z 0 U Of 0 u- 0 Z I Q Z J W a KEY MAP W. WAVERTON DR. Q Y SEWER ALIGNMENT "D" a 0 � V z Q v~i J � O z 1 W. CHINDEN BLVD. NI LO U t t z g SSMH #16 (48—INCH) STA: 13+10.30 N: 728879.36, OFFSET: 0.00' E: 2436405.77 WLu O = W. LITTLE RAVEN LN. ' a"w a"w a"w a"w a"w�E- 1 w----�"lY---- "S�8"8--- - — — — — — — — — — — — `90.v I Z I o SEWER ALIGNMENT w 1 w SEE SHEET C5.6 I �w L—J z� w 0 w 2 t U N BLOCK 1 0 Q 1 ALIGNMENT "D" PLAN AND PROFILE SSMH #17 (48—INCH) STA: 14+02.03 OFFSET: 0.00' N: 728878.44, E: 2436497.50 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 95-)n BLOCK 1 O �z wg Mw 0 w �w _r--, w z r SEWER ALIGNMENT o V) SEE SHEET C5.6 W. LITTLE RAVEN LN. I 19"SD— LSSMH #18 (48—INCH) SSMH #19 (48—INCH) STA: 15+92.50 OFFSET: 0.00' STA: 17+45.95 OFFSET: 0.00' N: 728791.73, E: 2436667.09 N: 728790.19, E: 2436820.53 O SEWER ALIGNMENT SEE SHEET C5.6 n � iO 0 3 o w 3 =o v w_ 0 3 2545 Z L -- w a0 D0 00 00 Z ZO o _ co 0 1 O 0 00 N O M N Z L -- .0 W N n �'tM 2545 1 1 co 15 N �O nnO 00 NNN 0.0NN N N a0 �N m- M'" N N N 0N � O �nN Z Z+M�NN NN0 Z Z O = N Z O � V)ZZ =—N U2540 O )j > > Z' Z D 2540 FINISHED GROUND J 2535 EXISTING. GROUND 2535 2530 2530 2525 2525 153.45' of 8" PVC ® 0 65% 190.4T of 8" VC @ 0.65% 1.73' of 8' PVC ® 0.65% 2520 265.4 ' of 8" PVC @0.42% 2520 2515 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 N O O a M 0� Q� O N M O O r O N O � O N O M M Q� M N M N O t0 Iin 00 ui in M N in M] <o M co M] O �o M] w ^ h'1 M] ^ n !n n !n n !n � n !n n M m � M !n Cd !n N N N N N N N N N N N N N N N N N N N N N N N N N N 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 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. a p r-1 Z Lu Q d LL J O ZO O= Z� Q w z Lu Q Z mQ_ Q�.�/� Z Q Cc N d � 0 Lu z Lu or G J Lu J OLu Q Ln km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.3 KEY MAP SEWER ALIGNMENT "F" W. WAVERTON DR. a Q J 0 — — z 1 SEWER ALIGNMENT "E" W. CHINDEN BLVD. ml 20' CITY OF MERIDIAN �f�� BLOCK 1 SEWER EASEMENT SSCO #22 0 O O BLOCK 1 14' STA: 4+72.63 OFFSET: 0.00' N: 728623.51, E: 2435996.41 z O — 2 CVO \ SEWER ALIGNMENT "D"Ap SEE SHEET C5. — �o --LPL--�"PL.---EP --�L— • • 8"W — a"w 8"W _ + N. RUSTIC OAK WAY SSMH #21 (48-INCH) STA: 3+60.00 OFFSET: 0.00' 1 090 2+00 d N: 728624.58, E: 2435883.78 3 +00 a 8'8"S a4 4PS 4PS8'S 4' 4"PS S 4'PS- "PS 4-PS 4"PS 4"PS 4"PS T8-S � i a^so • ass I v __--L----------- SSMH #14 (48-INCH) SSMH #20 (48-INCH) STA: 1+00.00 OFFSET: 0.00' STA: 3+00.00 OFFSET: 0.00' BLOCK 2 w N: 728884.57, E: 2435886.39 N: 728684.58, E: 2435884.38 O a l 3 � � O SEWER ALIGNMENT "M", —j BLOCK 2 m qi III SEE SHEET C5.7 O J SEWER ALIGNMENT "D", SEE SHEET C5.2 ALIGNMENT "E" PLAN AND PROFILE 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' ?.,�,�n 95-)n 2545 2545 3 xo �N 1omrn o mrn _Z v O o 3ao 25402540 � x0 0 0 1 o EO a0 tO1� O M N N H +�zZO .00 ^ Nh6 00 0 O - N o O) O Q>> > O O N O O N O N N if1 O N O N u] N n O N cD N 2535 v)((n of zz z NONNN H +� M N Z Z 0 NO�it] +,N = M N Z 0 NN +� O 7 N 0 2535 x FINISHED GROUND N .. .. z z z .. .. N'< � z z U .. .. N z — — v) o 0' z U) Vl 0_ z 2530 7-- 2530 EXISTING GROUND 2525 2525 112.63' f 8" PVC ® 0. 2% ® 1.41% 2520 f 8" Pvc 2520 6 .00' of 8" PVC ® 0.43% 2515 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 (0m NN O O cV N M M M M M M L M L M N N N N N N N N N N N N N N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SSMH #4 (60-INCH) STA: 1+00.00 OFFSET: 0.00' N: 729311.27, E: 2434906.41 SEWER ALIGNMENT "B", SEE SHEET C5.0 BLOCK 2 � O I I SSCO #23 0 STA: 1+51.00 OFFSET: 0.00' z N: 729260.27, E: 2434905.92 0z �w x 0 �w U W O V) N ALIGNMENT "F" PLAN AND PROFILE 0 50 100 150 Plan/Profile Scale: 1" = 50' 917)4..5 0 5 10 15 Profile Vertical Scale: 1" = 5' 9.ri4Fi 2540 0 vN 9 v-0 o o O co 2540 U z t 0 o oo m _ � �? x O O N� 0 M O 2535 't O N u M N N N Z Z o N + OU Y. N D 2535 _± (nV a_zz z v)vlEZ 2530 2530 FINISHED GROUND EXISTING I GROUND 2525 2525 2520 2520 2515 2515 2510 2510 51 00' of 8" PVC ® 0.43% EXISTING GROUND CENTERLINE OF SEWER PIPE FINISH GROUND CENTERLINE OF SEWER PIPE 2505 2505 N c � M O O O N N N N 0+50 1+00 1+50 2+00 ALIGNMENT ALIGNMENT SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY (C' OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER a o NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. N 1. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC Z STANDARD DRAWING SD-506A. 2. INSTALL GRAVEL MAINTENANCE ROAD WITH 10" MINIMUM w CRUSHED 3/4" ROAD BASE PER CITY OF MERIDIAN - STANDARD DRAWING G2. WIDTH PER PLAN. 14' MINIMUM. r-1 Z W W O J_ J J LL LL Z d O O z0 �aa = Z OLu Q Q > — z z waa Z J J co,{ 0 d d Z CC W LL Ln Z z 0 LLu LV CC G —22 W W Q li z z J Lu (D 0 0 Luaa N km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.4 Z 0 H V D H Z 0 U Of 0 u- 0 Z I Q Z J W a KEY MAP SEWER ALIGNMENT "G" SEWER ALIGNMENT "I" W. WAVERTON DR. Q a O V z Q v~i J � O z 1 SEWER ALIGNMENT "H" W. CHINDEN BLVD._ A W. LITTLE RAVEN LN. --- a aw aw aw aw— ri— SSMH #7 (60—INCH) STA: 1+00.00 OFFSET: 0.00' N: 729099.46, E: 2435251.17 SEWER ALIGNMENT "C", SEE SHEET C5.1 �SSCO #24 O z STA: 1+55.00 OFFSET: 0.00' a N: 729098.88, E: 2435306.16 pz �w 0 w U w N II41�'II1 ALIGNMENT "G" PLAN AND PROFILE 0 50 100 150 Plan/Profile Scale: 1" = 50' 9 5 5 n 0 5 10 15 Profile Vertical Scale: 1" = 5' ?.55n 2545 2545 z � 2540 Z O °° � D0 Oo 1 rn p p M O _ 0. °D m O M 4 2540 10 O ho O N N +NZZ' } �¢ O p "' p¢ o � N 0 ' 2535 NN�Zz Z N�FZ 2535 2530 EXISTING GROUND 2530 FINISHED GROUND 2525 2525 2520 2520 2515 2515 55.00' of 8" PVC 0.62% EXISTING GROUND CENTERLINE OF SEWER PIPE FINISH GROUND CENTERLINE OF SEWER PIPE 2510 2510 n m n N N N N 0+50 1+00 1+50 2+00 ALIGNMENT ALIGNMENT i SSMH #9 (48 —INCH) SSCO #25 O STA: 1+00.00 OFFSET: 0.00' STA: 1+55.00 OFFSET: 307.36' N: 728792.09, E: 2435247.94 z N: 728791.54, E: 2435302.94 I� r SEWER ALIGNMENT "C", °J '-'-' E SEE SHEET C5.1 wo V) ALIGNMENT "H" PLAN AND PROFILE 0 50 100 150 Plan/Profile Scale: 1" = 50' 75.5n 0 5 10 15 Profile Vertical Scale: 1" = 5' 9)) n 2545 2545 2540 2540 z CO 3 U Z W o] 00 r7 o oo p o p v 2535 ao,^� �— N F N�NH Om� N 2535 OOi.OjNN + Z Z } 7 O H 1 1 � N H 1 N V) N Z Z Z Z 2530 2530 FINISHED GROUND I EXISTING GROUND 2525 1 2525 2520 2520 2515 2515 55. O' of 8" PVC 0.62% EXISTING GROUND CENTERLINE OF SEWER PIPE FINISH GROUND CENTERLINE OF SEWER PIPE 2510 2510 Co N o m o N N N N 0+50 1+00 1+50 2+00 ALIGNMENT ALIGNMENT BLOCK 2 I, I BLOCK 2 6 2 m SSMH #13 (48—INCH) 9° SSCO #26O STA: 1+00.00 OFFSET: 0.00' STA: 1+42.00 OFFSET: 0.00' N: 728886.95, E: 2435648.96 z Q� N: 728844.95, E: 2435648.54 m �z SEWER ALIGNMENT "D", I N SEE SHEET C5.2 i� w V, m o ALIGNMENT "I" PLAN AND PROFILE 0 50 100 150 Plan/Profile Scale: 1" = 50' ?55n SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. INSTALL 4" TRAFFIC RATED CLEAN —OUT PER ISPWC STANDARD DRAWING SD-506A. 0 5 10 15 Profile Vertical Scale: 1" = 5' ?55n 2545 2545 _ 3 x0 Zo �N 10 2540 co o 2540 coo MO2N�2 N N O M N H ±NZZ O p " ' O N 2535 N~� ���ZZZ O o o c N 2535 N N N M H O + o + � N O FINISHED GROUND U N Q ~ — z 2530 2530 EXISTING GROUND 2525 2525 2520 2520 2515 2515 42. ' of 8" PVC @ 2.00% EXISTING GROUND CENTERLINE OF SEWER PIPE FINISH GROUND CENTERLINE OF SEWER PIPE 2510 2510 M N � NN M 0+50 1+00 1+50 2+00 ALIGNMENT ALIGNMENT a 0 Lu Z LL O Q0 Z � � Z O z 2 Oza Q cn< wz _ a i Lu Z m Q O = Z Q CC 0 w N Q Lu J W J O Lu� 13- N J Q km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.5 KEY MAP W. CHINDEN BLVD. W. WAVERTON DR Q � SEWER ALIGNMENT J Y FSEWER ALIGNMENT "K" z Q� � Z W � W 0 O W } I- W U W BLOCK 1 o N OrT+IIO I O m I 1I I SSCO 28 I I I � Z Z 1 Q� oz >I �I VI zon p U W I O SSCO #27 # STA: 1+00.00 OFFSET: 0.00' STA: 1+97.00 OFFSET: 0.00' N: 728937.02, E: 2436140.89 1 1 1 1 N: 728840.02, E: 2436139.91 1 1 SSMH #15 (48-INCH) 1 1 1 STA: 10+44.85 OFFSET: 0.00' SEWER ALIGNMENT "D", N: 728882.02, E: 2436140.34 SEE SHEET C5.2 1 1 1 1 I I � �• ALIGNMENT "J" PLAN AND PROFILE BLOCK 1 O BLOCK 1 O SSMH #16 (48-INCH) 29 1 # O STA: 1+00.00 OFFSET: 0.00-1SSCO N: 728879.36, E: 2436405.77 �11 N: 728S37.36 OFFSET: Q r 0' w SEWER ALIGNMENT "D", ? 0 V) SEE SHEET C5.2 1 1 gal 1 Uw J1 o� ALIGNMENT "K" PLAN AND PROFILE SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. INSTALL 4" TRAFFIC RATED CLEAN -OUT PER ISPWC STANDARD DRAWING SD-506A. a i i• p I I I m Q�I �ZI �N1 owl UW1 O O BLOCK 1 r — -� �� BLOCK 1 j 6 8 O O I _ rr+oD SSCO #31O OSSCO #30 z STA: 1+97.00 OFFSET: 0.00' STA: 1+00.00 OFFSET: 0.00' N: 728845.19, E: 2436821.08 0 N: 728748.20, E: 2436820.11 z SEWER ALIGNMENT "D",— SEE SHEET C5.3 0 Z >1 ON "<I N J ALIGNMENT "L" PLAN AND PROFILE 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 9�) �)n 97) 7)n 2.�) �)5 2517i5 2545 2545 x0 w- 3 V 0 z'? ao o co T � co co oo - 2540 0 pO m o 0 0 m O 2540 r0 NOp�jH N u1 N N +�Z O Lo ZZ +N 7 O N o N H:2>>> > 0 U> O N Z z Z Z - 2535 N " �Z o O m N O M � 2535 EXISTING GROUND N rn IN M FINISHED GROUND o ±N o N H > 2530 Z 2530 2525 2525 2520 2520 55.00 of 8" PVC 0 1.621 I 42. 0' of 8" PVC @ 0.62% 2515 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 O M r N o O N N 0+50 1+00 1+50 2+00 2+50 2550 2550 3 v 2545 x0 Za �� _ � 0 2545 I co o 00 N O O M M q m O O N Lo N N ? .Z.. ± O 2540 x 00 NZZ O a > > > -Z Z Z 0 co O N 0 2540 00 0 0 N Ln nj N N � M 2535 FINISHED GROUND NLC U > 0 Z 2535 EXISTING GROUND 2530 2530 2525 2525 2520 2520 42.0 ' of 8" PVC 0 0.62% EXISTING GROUND CENTERLINE OF SEWER PIPE FINISH GROUND CENTERLINE OF SEWER PIPE 2515 2515 OP O M � r7 N N 0+50 1+00 1+50 2+00 ALIGNMENT ALIGNMENT 25�.5 9.�) �) �) 2550 2550 0 v Z o x0 Z 2545 0 Co coo as 2545 N] 0 N 00,E Opp I:NN N 16 N N� N N H c6 Z =O }'n7 =±NZ O O 2540 O- N Q>> > z N N a z z Z O _ o oo 0 2540 O m N FINISHED GROUND-+ M p N moo O�No EXISTING GROUND N N 2535 Z 2535 2530 2530 2525 2525 55.00' of 8" PVC 0 .121 I 42. 0' of 8" PVC V 0.62% 2520 2520 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 O N N co [O co cd N 0+50 1+00 1+50 2+00 2+50 N LU r-i J Z u- O a° a z O z O Q Lu z z z :Ea \ J coQ O a D Q CC ]G N d ow 2i"' QC _ C DC w J w J z O (� N a km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.6 KEY MAP W. CHINDEN BLVD. I I V- BLOCK 2 III BLOCK 1 I II I 12"SO • �: SEWER ALIGNMENT "E", SEE SHEET C5.4 w — — — — — — Np' I. 2'"' 6^W O I � „S L- - — — — — — — 1 — O SSCO #32 Z STA: 1+00.00 OFFSET: 0.00' a N: 728685.30, E: 2435812.03 z w� I �N I wo O s3 I. w 0Nl N I I to lm I � \SSMH #20 (48—INCH) STA: 1+72.36 OFFSET: 0.00' N N: 728684.58, E: 2435884.38 s ril O ALIGNMENT "M" PLAN AND PROFILE 0 50 100 150 Plan/Profile Scale: 1" = 50' ?,�,�n 0 5 10 15 Profile Vertical Scale: 1" = 5' 9n 2545 2545 2540 g o .0 0 v3 v 00 2540 Zo rn moo O a) O 'd 'd N q W O O N I o O H NhNN c! H 2535 o±No (U/]H�> =±Nzz o > > 2535 N��> (/ 1 (N w Z 2530 FINISHED GROUND 2530 EXISTING GROUND 2525 2525 2520 2520 72.3 of 8" PVC C 0.62% 2515 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 cq m 7 O � N m N N O M] N N N r7 N N N N N 0+50 1+00 1+50 2+00 2+50 SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND SANITARY SEWER NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. C. SEWER MANHOLES SHALL MEET ISPWC SD-501 AND CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION TO THE ISPWC. INSTALL MANHOLE COVER AND FRAME PER ISPWC SD-507. D. NO PERMANENT STRUCTURES (INCLUDING BUILDINGS, CARPORTS, TRASH ENCLOSURES), TREES, OR DEEP ROOTING BUSHES TO BE WITHIN PUBLIC WATER AND SEWER, OR RECYCYLED WATER MAIN EASEMENT. KEYNOTES O UTILITY MAIN/MAIN CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 2 SHEET C1.1 FOR ADDITIONAL INFORMATION. 0 UTILITY MAIN/SERVICE CROSSING MAINTAIN VERTICAL AND HORIZONTAL POTABLE/NON—POTABLE MAIN/SERVICE OR SERVICE/SERVICE LINE SEPARATION PER CITY OF MERIDIAN REQUIREMENTS. SEE WATER NOTE 3 SHEET C1.1 FOR ADDITIONAL INFORMATION. 1. INSTALL 4" TRAFFIC RATED CLEAN —OUT PER ISPWC STANDARD DRAWING SD-506A. a 0 c-I Lin Zw O Q LL 0 ZO O= Z0 z w N p a > — 2 z LU Q Z J CIOQ p Zp CCU Ln d LLu ~ Z Q C Lu Z J l7 O a wQ N km E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DESIGN BY: LCK DRAWN BY: LCK CHECKED BY: LCK DATE: JULY 2022 PROJECT: 21-240 C5.7