Loading...
HomeMy WebLinkAboutPublic Utility Plan LEGEND BOUNDARY LINE If roE TOE TOE TOE TOE TOE OFFSITE BOUNDARY LINE TOE TOE TOE TOE TOE UNIOIV_PACI�FIC RAILROAD OE TOE TOE TOE - - PROPOSED LOT LINE 3 TOE TOE TOE TO TOE TOE TOE TOE TOE I TOE O FOUND 1/2 INCH REBAR TOE TOE TOE TOE TOE TOE TOE FOUND 5/8 INCH REBAR 3 om SPIKE m PROPOSED IMPROVEMENTS 3 s s s SEWER LINE T32 w w WATER LINE E TOE TOE TOE TOE _ _ _ TOE TOE TOE roE Q SEWER MANHOLE TOE TOE TOE- s s s PROPOSED CONTOUR A A 10 3 I ° EXISTING FEATURES ® ®nn - - s w — 8°w - - s'w - - s w s w s w 81,w I s s s SANITARY SEWER LINE • t — — - - - - - - - - - - - - �� \ 3 •. 1 II w w WATER LINE ® I I c c c GAS LINE 1 I I I x oP oP OVERHEAD POWER LINE s s ci ci GRAVITY IRRIGATION LINE ® ® O SEWER ALIGNMENT "D" I I x SO SEWER MANHOLE 3 ® ® N s SEE SHEET PP3.5 I I wv WATER VALVE ® � I I SEWER ALIGNMENT "A' - ® BLOCK 1 1` O ® i I x ® WATER METER SEE SHEET PP3.3 r I I FIRE HYDRANT � o — 100 � ® I I I POWER POLE s. CITY OF MERIDIAN WATER m POWER BOX M Q o— CITY OF MERIDIAN EWER AND r EASEMENT 20.00' 0 0— WATER EASEMENT 30.00' o— EP EP w EDGE OF PAVEMENT a I ,. .i r . �, .r . I i x EG EG EDGE OF GRAVEL w s. I $„ W s„w $„w 8» 8„w a„w \ o� O I I I �s„w w � ® ® I a s—�— — s"s s°s s's s"s—p_a„s �a"w I � O \a„w� 3.Cs s I '" s " I I PRELIMINARY ENGINEERING NOTES a"w 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS 1 ° \ �8"s 8' w a"w a"w s" "w WILL E LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER B s a w a w a w MAINS IN N. TEN MILE ROAD AND W. FRANKLIN ROAD _ 8S S 3 I I I o — — — — — — — — — — ss _ 2 SANITARY SEWER SERVICE WILL BE PROVIDED BY HE CITY 0 MERIDIAN THE PROPERTY 8"S 8"S S"S 8"S s 8"S 8" 8"S 8"S 8"S T R T I F _ — — — — "s e" a"s a"s s"s s I X WILL BE SERVED BY THE CONNECTION AT N. TEN MILE ROAD r — " 1 '• S 1 I ••1 I O° s 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED N I I I I I DURING FINAL DESIGN. I I 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE Ir 1= r. r s W ' WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN ® I N I I I I REQUIREMENTS. 5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL 1 I I F I I 0 ® I I DESIGN. ® ® 2 I C I IF ® I I 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE I I I X STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE IRRIGATION. t• s a s I I I = 1 f �I oo IF 1 , I 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. I I I I .. I ,• I I x 00 I � f I S S • 11 I - - - - - - - - - - - - - - - - - - - - -® ® - - I ` — —J 0 I r I S 10 CITY OF MERIDIAN SEWER — EASEMENT 20.00' — - - - - - - - - - - - - - - - - - - - - - - - — , t s I M i BLOCK 2 , ` I I I N Qp I SEWER ALIGNMENT "B" �I u� Ir L 1 " I " cc SEE SHEET PP3.4 & PP3.5 I I I •SEWER ALIGNMENT "C" I w I I I ': I I ® SEE SHEET PP3.6 ® I 's I � I j• ..r ' I I � s I = 1 X z I � I s I l L I I s , I I z � i I � ® �I IF .. •,• I I I X s s I ® CITY OF MERIDIAN SEWER AND11 BLOCK 1 WATER EASEMENT 30.00' I I s ® ® � � F ' 4 ® 3 I I I � — - - - - - - - - - I I t— — :l • � 9 '�, BLOCK 1 ;•', $ "r I I I W I a :• •l• ..r. I X I 0) I I O 1 � i Q � I Co �I � IF � Z I I CITY OF MERIDIAN SEWER AND I I w W C WATER EASEMENT 30.00' r . � g t s a o J I s 101 o W ClI 00 12 r. r ° I I O I X O S .S •1. ' ` W •• •J 'r: 3 f s .s• •1. /21 L I Ns„w - - 8„w- - 8„w 8W - - - - - - - - - - - - - - J � I I I X - - - - - - - - - - - - - - - - - - a„w 8„w 8„w a„w a„w I I I z - - - - - - - - - - - - - - - - - — s 41 r. 5 s lam flu= TI l O s s°w s"w s"w s"w s"w s" s"w 8 w 3 I r : • s s s v r ` 8„S 8„S 8„SAV p e I D s f t 1 N I I t •l X li s I I ° 0 d r., I I N (n ° Lil 177nTF , FFFFn I I 's• r' r I I,I Ir s I GATEWAY AT TEN M I LE ` ) I I x z MERIDIAN, IDAHO 0 MATCH LINE — SEE SHEET PP3.2 ENGINEERING PLANS or— ID Z SS�p N A L ENG' L.L CONCEPTUAL ENGINEERING PLAN ��\GENSFO//L�F� z 0 50 100 150 z 1 1 Plan Scale: 1" = 50' `��y �� _ E N G I N E E R I N G ' o �C TF OF `�P 5725 NORTH DISCOVERY WAY } qF� G 8�� BOISE, IDAHO 83713 T7 -Lt a PHONE(208)639-6939 kmengllp.com z DATE: 01/10/24 PROJECT: 20-005 SHEET NO. J 0 Lu a 13133. 1 0 N d LEGEND BOUNDARY LINE MATCH LINE — SEE SHEET P P 3. 1 OFFSITE BOUNDARY LINE i� I I PROPOSED LOT LINE s. VV r ' I I I FOUND 1/2 INCH REBAR s X v I J FOUND 5/8 INCH REBAR SPIKE ( ® 1 I0 I O X I 1' �I s , e. s •I � I s' I I� ® •r'• 16 I _ I PROPOSED IMPROVEMENTS 1 ® I 00 I ® s L s I I s s s SEWER LINE �I CR, I ® 1 I x —w—w— WATER LINE � 14 r I I 1 I I (D SEWER MANHOLE I 11 I �, ICIIIF ft I I 2645 PROPOSED CONTOUR IL N t!N 1 w I I �� - - - - - ®— ® - - 7UT I I 17 i I- - - - - - - ION® ® ® J• I � � \ Co '�� • • 17111 L - - — — — — — - - - - - - - - - - - EXISTING FEATURES \ BLOCK o / " / s s s SANITARY SEWER LINE I I N - - - - - 0 I \ ® \\ \\ SEWER ALIGNMENT "B" / w w WATER LINE J I w 3 s �, 1 SEE SHEET PP3.4 & PP3.5 n LLLrLLI I I I 14A 1 `w ® \ �� I I " c c c GAS LINE w- 1 2 y' w I z o SEWER ALIGNMENT "G" N \ `` A\ s \ I I I —op—op— OVERHEAD POWER LINE :Q SEE SHEET PP3.6 ® \ c I I GRAVITY IRRIGATION LINE of z z �' \ ® DER \\ \\c I I s 15 -r :1., BLOCK 1 a o 17 r O SEWER MANHOLE 1 r t �m-' \ \ LPN �P \ / � f' s ;" '� � o on \ \ OF �` Iwo `� WATER VALVE \ M t, r . U \ G�� SSE r \ \ / / u Z ® WATER METER � I \ X\ zw \ S \ / o N I FIRE HYDRANT L �Q� POWER POLE \ •i \ J L J L J L J L J L J X L J L J L J L J L J L J se „a s I \ \ \\ a r \ — w � . — — — \ S \ , •: i MIN s o� R/W R/W POWER BOX R/W m 10 \ \ e's a ' , • s r EP EP EDGE OF PAVEMENT L — — 1 \ \ s s s 8"w —1 s w1 1s W —�— a„W — —� — J w L i c� L L i Ec EG EDGE OF GRAVEL a"w s"W 8"W 8„W 8 s s w s w s w— W. FRED SMITH STREET a"S —s"S s"S s"s s"s s"s s"s s"s s \ s"s s"s s"s s"s s"s r - - - - - T T T T T T 1 \ ® \ \ { r T T T T T T T \ N ;Y ® 3 s : 5 _ r s . PRELIMINARY ENGINEERING NOTES II \ \ \\ ® s 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS \\ \ r 3 IQI IX WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS IN N. TEN MILE ROAD AND W. FRANKLIN ROAD F \ \ 10 1 IT M/b M/b \ \ SEWER ALIGNMENT "E„ 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY \ �8 SEE SHEET PP3.7 WILL BE SERVED BY THE CONNECTION AT N. TEN MILE ROAD 0 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED C Ty OF -` DURING FINAL DESIGN. \ AT eR M R�p/A cN M IJ J I °� T°F ® s EASEMENT 3wER AA/p 5 s 4 WITH DOMESTIC IDAHO ADEPARTMENT TER MAINS AOF ENVIRONMENTAL ND SANITARY RQUALITY WILL EAND CITY OF INSTALLED NMER MERIDIAN ACCORDANCE 9 ® \ \ �� O p0' O 6 REQUIREMENTS. � T ® ds \\ zo 5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL °� °F \ \ DESIGN. 9 \ s M.a — — 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE Co \ r as 0D ® ® ® STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE d\°t of / ® f IRRIGATION. \\ \ s "s s BLOCK 3 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. �o r SEWER ALIGNMENT "F" — °F SEE SHEET PP3.7 0Co I x \ V ® I , x x N v>° 7 x r 3 00 x 13 110, o\ I 0 x II x I i 0 °o x N I _ 1' I LX—X—X—X—X—X X J ssco Q - - - - - - - - - - - - R!'%K \ R/W R/W R/W R/W ao t s cn —M w W W W W W W W W - - - ---- -- a S Is—s S S s S WW W W w S \V \ W. FRANKLIN ROAD —w w w W W W W w w W w w W w w ww w �W w s�w s W s W s W s W s w s w s w w w w w w w w w w w w w w w w w w w w w w w w w w w w s s s s s s s s s s s s s s s s s s s s s s s s s s s N z o U o a OC N O O CONCEPTUAL ENGINEERING PLAN GATEWAY AT TEN MILE z 0 50 100 150 MERIDIAN, IDAHO 0 � Plan Scale: 1" = 50' ENGINEERING PLANS 0 p Z SS�p NA L f NG L.L \G E N S 0 d z 17381 z �Q) _ ENGINEERING ' o �C TF OF 0 `�P 5725 NORTH DISCOVERY WAY } q G 8�� BOISE, IDAHO 83713 a PHONE(208)639-6939 kmengllp.com z DATE: 01/10/24 2 PROJECT: 20-005 SHEET NO. J W 0 o PP3.2 N d SHEET NOTES - - ® -® - - - - - - - - - - - - - - - - - - - OI A. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. I ® 1 ,. r• s r B. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER 717 r ISPWC SD-501. INSTALL MANHOLE FRAME AND COVER 1 I r PER ISPWC SD-501. ® 00 r. C. INSTALL STANDARD SERVICE MARKERS PER ISPWC s s SD-512. 3 ® ® O r 00 r•. BLOCK 1 SSMH A2 ® O STA: 3+21.07 OFFSET: 0.00' , N: 708328.36, E: 2443809.97 SSMH Al zt=) 00 M STA: 1+00.00 OFFSET: 0.00' I r. SEE SHEET PP3.5 FOR N: 708331.70, E: 2443588.92 SEWER ALIGNMENT D SSMH A3 SSMH A4 r. t r STA: 3+89.54 OFFSET: 0.00' STA: 5+76.68 OFFSET: 0.00' 00 N: 708319.39, E: 2443877.85 N: 708274.88, E: 2444059.62 $"W W 8„W a„w $„ 8„W a„w— r \ II �I O _uT1 I I I I I I Lj I SSMH A5 2+00 3+00 a any ' WATER MAIN STA- 6+22.60 OFFSET: 0.00' r M/ SSMH A6 3 I s a s---�� — 8"s 8„s—�—8 s $"S s a"s 4+ \8'"W "\ N: 708270.38, E: 2444105.32 r' STA: 7+71.34 OFFSET: 0.00' I a"s Op �a„w r N: 708268.13, E: 2444254.04 1 SSMH A7 �a"w r I NTA708265.29, EFF24444402�02 a'S 0 _ r Oa i o \r, 8„S\ "W g'°W a••W U a„W 8„W - - a„W— — a„W a„W a'W 8"W J 0 0 /as 6 pp 7+00 3 I- - - - - - - - - _ s All, a"s 8'IS s 8"S a" { r 0 F— — — — —I-- s"s a"s 81's "S �•• 8„S 8„S s„S s Lu r •r 1 r r r s .. I I i j' •r r r r r Nz I r 10 r t ® I oo I r SSMH A8 ® ,I Ir r t W STA: 1 1+37.98 OFFSET: 0.00' I N: 708262.58, E: 2444620.64 1 I I I I O co r r• 2 �I IF r -1 SEE SHEET PP3.6 FOR ® ® I 1 _ 1 SEWER ALIGNMENT C r 1 r � 00 I� ' I r• r .r r. r r •.S SEE SHEET PP3.4&PP3.5 I I r r r r r• FOR SEWER ALIGNMENT B I L 11 I I ® ® - - — — — — m m �I AIL r I I r r r / — — — — — — — — — — ., co •r m i BLOCK 2 r ` I I I ' � I � r I I ® I I IOD } I ,I I I Ir r l L SEWER ALIGNMENT "A" STA. 1+00 TO 11+37.98 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2590 2590 2585 2585 _^ V' _ _ W W v W v ^ n W v ^^ W Z v v N Co Co 00 Co Co 00 Co 00 — 0 Co 0 Co 00 � 00 0 00 00 � 00 Co ^ LO 2580 00V) 0) � _ � It 't0 0LO LOLO � � � � N 2580 00 0LO � O � N � cOD � � LO0 � M � � � 00Co 00 � O � _ nj � � N N N NLO N00 Q N N Q N N Q N N Q N N N H Q r- N N H H Q NNN Q NN Q +� = +Nzz 0 = +NZ p = +NZ p +� zz +inZ =O +`nzZ = +NZZ O = NO = N - - 0 2 N — 2 N - - N > > > .. > > .. > > .. ] .. > > N .. > > > (n > > > .. > (n Z Z Z FE Z Z N F Z Z FE Z Z Z (n Z Z Z Z Z E Z Z Z En E Z - - - EXISTING GROUND - - - 2575 2575 2570 2570 2565 2565 pR35 @ 1.50% 2560 80 of $ Pvc 2560 190 of 8 PVC SDR35 ® 00% z o 0 0{ 8 PVC DR35 © 1.00% o O 3 I U 2555 1 L f A PVC SDR3 @ 0.507- 2555 D a 220 of 8 VC SDR35 ® 0.40% z GATEWAY AT TEN M I LE < 45' of 8" PVC SDR35 ® 1.00% z 70' of 8" PVC SDR35 @ 0.47% Y 2550 2550 MERIDIAN, IDAHO O ENGINEERING PROFILES U Or- E EXISTING FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT F`�GROUND CENTERLINE OF SEWER PIPE ALIGNMENT SS\cj C,E N Sf�c'4' 2545 2545 Qom° �` Fo FF�, 0 d 0 �n 0 L0 r- N 00 0) 0 n LO n r, ko 0 r, 17381 z z O N Ln CD O N N Ln 00 � u r7 N In M O O o N O N N N N O N I� � r7 N M M r7 M 0 04 M N O N N O N rn a n n n M � S O o N N N N N N N N N N N N N N N N N N N N N N N / T Q 0 � � � � � Ln � � � LO 0 0 � Tn �n �n Ln �n �n �n �n �i 9 Q Z r r r r r r r r r r r r r r r r r o � N C4 N N � N � N N N N N N N N N N N N N N N N N N O N O N 04 N F \ P E I E E E } OF `�. 5725 NORTH DISCOVERY WAY qF� G BOISE, IDAHO 83713 a PHONE(208)639-6939 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 kmengllp.com z DATE: 01/10/24 PROJECT: 20-005 SHEET NO. J 0 W PP o , N d SHEET NOTES "y a LsJ I all I I , I I A. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. 00 co u1=1 rFF B. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER ISPWC SD-501. INSTALL MANHOLE FRAME AND COVER . PER ISPWC SD-501. `/ C. S STALL STANDARD SERVICE MARKERS PER ISPWC I � N 8„S - - - - - - - - - - - - - - - - - - - - - J I ® ® - - - - - o f - - � � � ESH � r - - - - - - - - - - - - - - - - - - - - - � - - - - E TPP 00 I — � . Js 3 I SEE SHEET PP3.6 FOR SSMH B4 \\ ` // ' O4 SEWER ALIGNMENT C ni STA: 9+43.68 OFFSET: 0.00' SA N: 707481.36, E: 2444191.20 M a bo Mg 11 12 cb 00 . 14 SSMH B3 ~ W ul . SEE SHEET PP3.3 FOR STA: 8+58.03 OFFSET: 0.00' S`a \4L? SEWERALIGNMENTA N: 707534.45, E: 2444123.99 > / �X �S 0 I BLOCK 1 SSMH B1 Y / / �s„a� — - N SSMH A4 8" WATER MAIN STA: 6+56.93 OFFSET: 0.00' / / S" '00STA: 5+76.68 OFFSET: 0.00 N: 707718.02, E: 2444051.19 j N/� / ; - / a SEE SHEET PP3.7 FOR I N: 708274.88, E: 2444059.62 , ` - , ` - ` - , ` , - L - � L - L - , L , , / / SEWER ALIGNMENT E 3 Hm N— / / /C 00 0 X00 ap L J L L L 8"W 8"W 8"W g„W „ — y , W 8"W 8'W 8"W 8"W 8"W „ 8"W 8"W 8"W ^yy „W B"W a / 2+00 3+00 4+00 5 p 41 7+p0 r— $»S—+B—S — — —si — T $»ST $»S $"S — — $"S— s-s— — —B»S — — »S — — s»S s S—�—8"S B»i00 s"S N B„S I / 3 ® r T T r T T T T T T -1cc T 3 i r T T T T SSMH B2 STA: 7+56.42 OFFSET: 0.00' ® SEE SHEET PP3.7 FORCO M �' N: 707620.22, E: 2444069.51 ® SEWER ALIGNMENT F\ / I I CO � I co 3 CO 01 9 L——————— ———————— 00 ' � ~ : I 3 BLOCK 3 SEWER ALIGNMENT " B" STA. 1+00 TO 10+00 0 50 100 150 0 5 10 15 Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' 2590 2590 Z . zCD bi 0 00 v. 00 00 00 N 00 N � N M00 m 00 00 M 2585 N C OR It �� 2585� � rn 00�ao � uo 'O Co � Co N LO0 ZoZo 00 00 N r, LQ n N N M N m+ Z +NZ +NZ + ZZO m mN O N O > > > � � � N (n � Z Z � .. Z Z N ..�� Z Z N � ZZ Z �' � 2580 Q r N N 2580 +Lo Z Z 2 N — — O N m > > > N YE Z Z Z EXISTING GRO ND - - - - - - - - — - - - - 2575 — — — — 2575 2570 2570 2565 2565 2560 I 2560 z 0 0 1 555 of 8 PVC SDR35 @0.50% a 2555 2555 D 0 100' of 8" PVC SDR35 @ 0.50% Z 100' of 8" PVC SDR35 @ 0.50% GATEWAY AT TEN M I L E cn 85' of 8" PVC SDR35 @ 0.50% z m 95' of 8" PVC SDR35 Q 1.50% MERIDIAN, IDAHO 0 2550 2550 ENGINEERING PROFILES Or— Z S\0 N A L fN W EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT �c�S G EN S G14 2545 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2545 Quo �\ F° �0 10O 17381 z o co }voN Ki O O r- rn M n LO Co r- 0 r, 00 Co O � 00 O 00 r 0 O 00 0) 00 Si `7p � r r, � r, r, �0 co 0 E N G I N E E R I N G �n C14 L r L 5725 NORTH DISCOVERY WAYLn n n n n n n n n n n n OFN N N N N N N N N N N N (V N CV N NN N N N N N N N N N N N N N N N N N N qF� G 8�� BOISE, IDAHO 83713 a PHONE(208)639-6939 kmengllp.com z 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 DATE: 01/10/24 PROJECT: 20-005 SHEET NO. J 0 W a N d SHEET NOTES ` r• ,• s ,• r r I I x 3 I A. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. , . I I 00 '- I B. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER — — — — — ®— ® — — — — — — — — — — — 10moll ® ® J II I I I ISPWC SD-501. INSTALL MANHOLE FRAME AND COVER - - - - - - - - - - - - - - - - - U i- - - - - - - - - - - - - - o f I PER ISPWC SD-501. x . » 00 _ _ C. STANDARD SERVICE MARKERS PER ISPWC » •• •• I INSTALL I SD-512. ILLILLI I Ll I ILLL= I I x I I 0 Y I I 00 y I SI) % IGo 15 BLOCK 1 17 r ' .• r 3: I / 00 SEWER ALIGNMENTA � , SSMH B5 SEE SHEET PP3.3 FOR �. STA: 10+41.01 OFFSET: 0.00' SSMH B6 / N: 707456.42, E: 2444285.28 8" WATER MAIN STA: 14+87.78 OFFSET: 0.00' N: 707449.66, E: 2444732.00 I a0 I 8" WATER MAIN I co r •/' I I L a �n- r r s s s R�W ' 3 1 J s•. �• ••s s a0 I � • t' ' „ — s 8'S �/� s"W 8 W— — —$ — — 8„W — $„ — 1— — cn-L i i i i cn O 8"W g••W 8„W 8„W - - $„W - - - - - - - - - — I � — — - - - J .CO CO 3 S 8»W $"W 8"W 8 W M• M„8 M„8 M � 1 1+00 12+00 s'S 13 0 1 +00 / � _ s s"s sjs a"s� a»s +a"s s„$� $„$ a„s r- — — — — — — W. FRED SMITH STREET r_ T T— „$ $"$ a„$ 8„$ S T \ ! r T T T T T L II�uIjLJ��1JJ11 0 �� v 3 00 .` •� .s.. s f yr r, r• s .r • 100 V r •s � o I I SSMH A7 " COJ• SSMH D1 STA: 9+59.34 OFFSET: 0.00' � FTTT1 I STA: 2+97.23 OFFSET: 0.00' N: 708265.29, E: 2444442.02 3 k. Q x I N: 708462.49, E: 2444445.0000 O BLOCK 1 3O 3 4 00 ' • O s 00 6 s 0 ® ® ® ® I I SEE SHEET PP3.6 O SEWER ALIGNMENT C co 3 BLOCK3 r ' I � I �, II xrrFF--LI � I SEWER ALIGNMENT " 6" STA. 10+00 TO 14+87. 78 SEWER ALIGNMENT " D" STA. 1+00 TO 2+97 . 23 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' 2595 2595 2590 2590 2590 2590 2585 2585 W z " w vv - 00 00 CO 00 00 00 N 04 2585 o ° 2585 258000 Ln N _ •o N 2580 N N m +r, N H m +r, Q r- N (N F 0 +� D +L0 2 N Z O 2 N O = N Z Z O 2 N O N F Z Z N F Z FE Z Z Z 2580 EXISTING GRo ND 2580 2575 2575 — _ — —•— — — — — —. — —.— — EXISTING GROU D 2575 2575 2570 — — 2570 2570 2570 2565 2565 2565 C SDR35 ® 50% 95 of 8 pVC pR35 ® 1.50% 2565 2560 2560 44 z O o U a 2560 2560 2555 2555 D N O N O 95' of 8" PVC SDR35 @ 1.50 o GATE WAY AT TEN M I L E z 2555 2555 2550 2550 MERIDIAN.0 I DA H O O U ENGINEERING PROFILES Or— O Z EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT S�ONAL EIV L.L 2550 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2550 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT Q F`�S �G E N SF c'4' O 2545 2545 o 1 rl- _ 17381 z z a0 I� N O 00 cD N to O 00 . � O r o I� � a0 � O O � � a0 � O CO O � � ap c0 � � N � O O) � M 00 r7 00 M � O t0 � a 00 COCO00 a0 00 a0 00 r n r j N N N N O O yl� O CO ao ao 06 od r °6 05 r CO oo r r " r '� r '� r r I E N G I N E E R I N G P- P- � �i 9 Z 'n � 'n � 'n � 'n � 'n 0 `r, 0 0 0 `n � LO ,n `n ,n `n LO � � N 'n N � N `n N `n N `n N `n N �n i PF �pQ Q O 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 N C� QF 5725 NORTH DISCOVERY WAY } qF� G. � BOISE, IDAHO 83713 a PHONE(208)639-6939 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 0+50 1+00 1+50 2+00 2+50 3+00 3+50 kmengllp.com z DATE: 01/10/24 2 PROJECT: 20-005 SHEET NO. J W 0 a 13133.5 0 N d _ SHEET NOTES A. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. -00 I I I • L-L s I I� I N I i B. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER —STA:H9+45.16 OFFSET: 0.00' ® I I I ® ISPWC SD-501. INSTALL MANHOLE FRAME AND COVER ' I : 'N: 707812.82, E: 2444659.04 _ I 17 , I co I I PER ISPWC SD-501. r — C. INSTALL STANDARD SERVICE MARKERS PER ISPWC OI , SD-512. 7 I BLOCK 1 N 16 I I I I I 11 I I � s I i . . .. •• � � Q I 1 0- I, y I I Lu V) N J 00 I I I I I 00 F. Lu � ~ y 9 00 00 I 00 N z I I I I 8" WATER MAIN BLOCK 1 SSMH G1 ILL I I LLL SEE SHEET PP3.5 FOR I I SSMH C2 n SSMH C4 ® I I Y �, STA: 1+00.00 OFFSET: 0.00' SEWER ALIGNMENT D STA: 5+78.39 OFFSET: 0.00' 7 �� °O STA: 7+41.31 OFFSET: 0.00' I I N: 707513.35, E: 2443578.57 N: 707968.04, E: 2444430.52 ® I I I ' 00 I I r, I N: 707815.91, E: 2444455.22 S SSMH G2 Ta- I :� I I SEE SHEET PP3.4&PP3.5 O I STA: 1+80.00 OFFSET: 0.00' FOR SEWER ALIGNMENT B. n I . I N: 707512E..I78, E: 2443658.57 Cl) Ja —S.,B 5.,8 yS., \ 8"W 8"W „W8„W 8„W - - I� s,a „g S y S'Is 8"s 8"S �' I I I — � — — — —I — _ I i �I°° IF s co t 1. TjjLF, F1 °� I ` 10 00 F' I 3 SEE SHEET PP3.3 FOR aO I I SSMH C3I� N I SEWER ALIGNMENT A N STA: 7+03.13 OFFSET: 0.00' I I00 N: 707843.31, E: 2444428.63 N 00 I I I 15'. 3 �, 10 }� I 13 I J I I V I 00 SSMH A6 I I ® I 0I o STA: 7+71.34 OFFSET: 0.00' I I I 113 M N: 708268.13, E: 2444254.04 I I HF—j MIS I I SSMH C1 00 I I STA: 3+97.38 OFFSET: 0.00' N: 707970.79, E: 2444249.54 I °F ,. I I JIB ti IL s \ I I I I I� I \ 01 M I I I I � — J I �o� To 00 FFLUF I I I - - - - - �*oe- - - - - - - - +moo® - - - - - -b I ® ® l S I \\ � � - - - - - - - - - - - - - - - - - - - - - - - - \ I col - - - - - \\T -)'0 CILLiLJILLL SEWER ALIGNMENT " C" (STA. 1+00 TO 9+43 .40 SEWER ALIGNMENT " C" (STA. 1+00 TO 9+43 .40 0 50 100 150 0 5 10 15 0 50 100 150 Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = SO' 2590 2590 2585 2585 v z �-_ w 2585 vv v o0 2585 2580 r.Z" w 2580 0 0000 00 O r N "- N O O � N 00 Mj r` N 00 r` � O r` cOO LO 'o O 4 W (0 O O u� N N 00 (0 M c0 � M it it LO I c00 LO U N H V r, N H c6 �n N 0 6� O � N (D Nj N _ N O Q r` N N H = N Z p 0 N � +� +� � U � N H �•j 000 ON p U � N ..NZ p 2 +NZ U U +� D 00 � � N N 'O � N _ +N Z Z O = +N Z O > > N M > > ''_ > > = N O C N N H (� N H 2580 N ' I > > > > > F Z Z N � Z Z � Z Z _ > 2580 2575 +�, Z Z +�, Z 2575 (n 0_ — — N 2 (V - - O = N — O Z Z Z Z Z N Z N Z Z Z Z Z EXISTING GROUND - - - - - - - - - — - - - - - - - - - - - - - - - - 2575 — — — — — 2575 2570 EXISTING GROUND 2570 2570 2570 2565 2565 2565 20 of $ PVC S R35 ® 1.00% 2565 2560 2560 PVC SD 12 of 8 180 of 8 PVC SD 35 @ 0.98% 2560 4 ' of 8" PVC SDR35 ® 1.00% 2560 2555 2555 m 95 Of 8 PVC DR35 a O a I 0 a 2555 2555 2550 2550 D N O N O 80' of 8" PVC SDR35 .00% GATE WAY AT TEN M I L E z MERIDIAN IDAHO 2550 2550 2545 2545 ENGINEERING PROFILES U Or- (D O Z S\0NAL EV E EXISTING GRO ND CENTERLINE OF SEWER PIPE ALIGNMENT INISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXFINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMISTING GROUND CENTERLINE OF SEWER PIPE ENT o�FS �G E N SF ci,�,F 2545 2545 2540 �40 Q. O _ z _ 17381 0 O) 0 r7 N r` N N ^ N O) O r` - O) O O r` O) O O 00 r7 O r` r 00 (0 O ^ O O c0 00 O O � O r` O r` LO O r\ 00 O O O N CO r` � O 00 O O `" Ci `� 'i `"� 'i "' ui "� Sri `n ui CO Sri Sri CO Sri (O (6 (O co (O c6 �O co `O `O �' �ti 'n r; 00 ro �` cfl `n� �� E N G I N E E R I N G r` r- r` r- r` r- r` r` r` r` ^ r` ^ r` ^ r` r` r` r` r` r` r` ^ r` r` r` ^ r` ^ O c0 O O O O (p d 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 N N to LO N N N N N N N N N N N N N N N N y OF 5725 NORTH DISCOVERY WAY } qF� G 8�� BOISE, IDAHO 83713 a PHONE(208)639-6939 kmengllp.com z J1 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 0+50 1+00 1+50 2+00 2+50 — DATE: 01/10/24 PROJECT: 20-005 SHEET NO. J W 0 PP C, , N d _ SHEET NOTES A. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. • \\ \ ���/ �� �OPO / �rl�/' °�\°F B. SEWER MANHOLES SHALL BE 48" IN DIAMETER PER \ \ ���\� / / / \\To ISPWC PER I SD 011. INSTALL MANHOLE FRAME AND COVER 30, TOe 1. C. INSTALL STANDARD SERVICE MARKERS PER ISPWC • \ \� / ��i �` SD-512. 00 a w / / ��o N\ \ 32 CO cp, O � \ t ~ , ' S \� 4 ° N I \ N 9 SSMH B4 00 SSMH E2 SSMH F1 STA: 9+43.68 OFFSET: 0.00' STA: 2+29.77 OFFSET: 0.00' 8„ I -SSMH E3 STA: 1+55.81 OFFSET: 0.00' N: 707481.36, E: 2444191.20 L N: 707361.13, E: 2444142.82 STA: 3+17.09 OFFSET: 0.00 N: 707275.04, E: 2444078.96 00 M"8 "SN: 707274.19, E: 2444134.76' A 00 N M,.8 � �y s .. 5..� s � SEE SHEET PP3.4&PP3.5 CO s••8 f� s"g / g $� g•.w \ FOR SEWER ALIGNMENT B Cb Cu -Vk 'SSMH 73 WATER MAIN STA: 2+59.26 OFFSET: 0.00' ' / SSMH E1 N: 707338.81, E: 2443998.68 / STA: 1+66.00 OFFSET: 0.00' \ , \ SSMH E3 �, / / Y/ / N: 707421.50, E: 2444163.41 m STA: 3+17.09 OFFSET: 0.00' ' -!P- N: 707274.19, E: 2444134.76 SSMH F2 Ile / ® O STA: 2+05.96 OFFSET: 0.00' N: 707300.55, E: 2444035.79 CO 18 3 ® � ,� SEE THIS SHEET FOR .5 C�s 3 SEWER ALIGNMENT F �� JJ 4O / Q> �. SEE THIS SHEET FOR SEWER ALIGNMENT E j ® C. s s / / s °, Ln SEWER ALIGNMENT " E " STA. 1+00 TO 3+ 17.09 SEWER ALIGNMENT " F" STA. 1+00 TO 2+59 . 26 0 50 100 150 0 5 10 15 0 50 100 150 0 5 10 15 NEW— Plan/Profile Scale: 1" = 50' Profile Vertical Scale: 1" = 5' Plan/Profile Scale: 1" = SO' Profile Vertical Scale: 1" = 5' 2595 2595 2590 2590 2590 1 2590 2585 -,w w 2585 W ^ z z v v .� .� z w can " cn - 00 ao ao `.`. o00 C; 2 00o ap 00 00 00 00 00 00 � Lo r 00 00 N r 7 N L 00 N 6) n0 � _ o N Lo 00•� to 0N0 C4 to O N� N o M N N N2585 � � 6 � o ui0 � � N 2585. L WNN ? 2580 � � (N N � Lp +� Z _ Z +NW N O O O+� _ +N Z Z O = N Z O N O 2 N — O N Z Z Cn ..�_ > > .. > > N .. > .. � - - cn o ? ? � ? z N wz N FZZ Z ( .FEZ Z (n � Z Z N EZ Z 2580 1 1 2580 2575 EXISTING GROUND 2575 — EXISTING GROUND 2575 — — 2575 2570 2570 2570 2570 2565 2565 2565 2565 2560 2560 z 55' of 8" PVC SDR 35 ® 0.60% O 50' of 8" PVC SDR35 @ 0.40% 0 GU 2560 2560 2555 55' of 8" PVC SD 35 ® 0.40% 2555 D a 85' of 8" PVC SDR35 @ 0.40% z `f' GATEWAY AT TEN M I LE < V65' of 8" PVC SDR35 ® 0.40% z 2555 EXISTING GRO ND CENTERLINE OF SEWER PIPE ALIGNMENT MERIDIAN, I DA H O 2555 65' of 8" PVC SDR35 ® 0.40 0 2550 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2550 (, ENGINEERING PROFILES o � p Co CA N to0 0) M O 00 N 00 M EXISTING GRO ND CENTERLINE OF SEWER PIP ALIGNMENT N N N N N N N N N N N N �SS�ONAL fNG I..L 2550 FINISH GROUND CENTERLINE OF SEWER PIP ALIGNMENT 2550 Q�°�` ���E N sFo��FF� Admk Z N L L N V) N o a, ( M rn 0+50 1+00 1+50 2+00 2+50 3+00 17381 z od00 � '� � r— r— '� � ^LO � L� �� ENGINEERING ' o N N N N N N N N N N N N N N ��� qTF 0 P= } OF `�. 5725 NORTH DISCOVERY WAY qF4 G 8�� BOISE, IDAHO 83713 a PHONE(208)639-6939 kmengllp.com z 0+50 1+00 1+50 2+00 2+50 3+00 3+50 DATE: 01/10/24 2 PROJECT: 20-005 SHEET NO. J 0 W a N d R/W 67.5' 55.5' R/W R/W CENTER-TO-BACK 67.0' 2.0' 2.0' 8.0' 1 7.5' 1 7.5' 8.0' 2.0' 5.0' CENTER-TO-BACK CENTER-TO-BACK 25.5' CL-SWACUT 5.O' SIDEWALK 1.0' FLAT LANDING 6.0' SIDEWALK 2% 1.75% 6.0' SIDEWALK 2.00%--- 1.75% 2% 2% 1.75% /\ COMPACTED SUBGRADE \//�//\\/j\/ //j\/j\/j\/j\//\ 1.0' FLAT LANDING PER ESPWCLSDURB01& GUTTER COMPACTED SUBGRADE 6" VERTICAL CURB & GUTTER PER ISPWC SD-701 3" CLASS III PLANT MIX PER ISPWC SECTION 810 2.5" CLASS III PLANT MIX PER ISPWC SECTION 810 8" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL 6" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL 20" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR 14" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR 2" MINUS CRUSHED GRAVEL 2" MINUS CRUSHED GRAVEL TYPICAL PUBLIC STREET SECTION W. FRANKLIN RD. TURN LANE - STREET SECTION SCALE: NTS SCALE: NTS R/W R/W R/W LC 2.0' 7.0' 26.5' 83.0' 39.0'26.5' 7.0' 2.0' 17.5' CENTER-TO-BACK CENTER-TO-BACK CENTER-TO-BACK 6.0' SIDEWALK 2.0' 6.0' SIDEWALK 13.5' 6.0' SIDEWALK 1.75% 2% 2% 1.75% 1.0' FLAT LANDING �2.00% 2.00%--- - 1.75% 2% -2.00% \\/\\//\\ \ \ \ 1.0' FLAT LANDING \�\\�\\\ A COMPACTED SUBGRADE 6" VERTICAL CURB & GUTTER /\ COMPACTED SUBGRADE PER ISPWC SD-701 6" VERTICAL CURB & GUTTER 2.5" CLASS III PLANT MIX PER ISPWC SECTION 810 PER ISPWC SD-701 6" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL 2.5" CLASS III PLANT MIX PER ISPWC SECTION 810 14" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR 2" MINUS CRUSHED GRAVEL 6" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL TYPICAL PUBLIC STREET SECTION WITH PARKING 14" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR SCALE: NTS 2" MINUS CRUSHED GRAVEL TYPICAL PUBLIC STREET HALF SECTION SCALE: NTS rt 2.0' 8.0' 17.5' 17.5' 8.0' 2.0' CENTER-TO-BACK CENTER-TO-BACK 6.0' SIDEWALK 6.0' SIDEWALK 1.75% 27- 1 % 1 1.75% - -2.00% 2.00%--- 1.0 FLAT LAN D I N G COMPACTED SUBGRADE 6" VERTICAL CURB & GUTTER PER ISPWC SD-701 2.5" CLASS III PLANT MIX PER ISPWC SECTION 810 6" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL 14" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR 2" MINUS CRUSHED GRAVEL TYPICAL PRIVATE STREET SECTION SCALE: NTS R/W Z 60.0' O 51.0' o CENTER-TO-BACK 0 0 2.0' 35.0' CL-SWACUT 7.0' SIDEWALK o 1.0' FLAT LANDING 1.75% GATEWAY AT TEN M I LE 2.00%-� z MERIDIAN, IDAHO O ENGINEERING ROAD SECTIONS U �C z COMPACTED SUBGRADE 0 L.L z PER ESPWCLSD-701 CURB & GUTTER ��SS\G E N S f,ycr� 3" CLASS III PLANT MIX PER ISPWC SECTION 810 17381 z Z 8" OF COMPACTED BASE COURSE - 3/4"-MINUS CRUSHED GRAVEL o ENGINEERING 20" OF COMPACTED SUB-BASE or BALLAST - 6" MINUS PIT-RUN OR �C PF OF ����P 5725 NORTH DISCOVERY WAY } 2" MINUS CRUSHED GRAVEL 9F� G 8�� BOISE, IDAHO 83713 a PHONE(208)639-6939 z kmengllp.com z N. TEN MILE RD. TURN LANE - STREET SECTION - SCALE: NTS DATE: 01/10/24 a PROJECT: 20-005 SHEET NO. W 0 o PP3.8 N d