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HomeMy WebLinkAboutPublic Utility Plan V1APEX EAST SUBDIVISION PRELIMINARY PLAT A PARCEL OF LAND BEING A PORTION OF GOVERNMENT LOT 2 AND A PORTION OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO. —RESIDENTIAL — —IMPRESSIVE EAST RIDGE RESIDENTIAL — R-15 I I SUBDIVISIO N No. 1 L R-4 _j L, R N� —R/W R/w R/w— —R/W R R R } R/w R/w— — — — --- �--�------ o.w o.w oN, E. �EHAZEL�• en., o.,., ow o� e MERIDIAN RURAL FIRE PROTECTION DISTRICT S1405212420 EP EP I —I F PRELIMINARY PLAT DATA RESIDENTIAL AREA (R-8) SITE DATA CURRENT ZONING R-4 PROPOSED ZONING R-8 COMPREHENSIVE PLAN DESIGNATION MEDIUM DENSITY RESIDENTIAL BUILDABLE LOT AREA 18.896 ACRES COMMON AREA 5.872 ACRES ROW AREA 7.440 ACRES 32.207 ACRES 70TAL AREA OVERALL LOT DATA TOTAL LOTS 111 RESIDENTIAL LOTS 97 COMMON LOTS — LANDSCAPE 11 COMMON LOTS — SHARED DRIVEWAY 3 MINIMUM PROPERTY SIZE 6,967 SQ. FT. AVERAGE PROPERTY SIZE 8,485 SQ. FT. DENSITY GROSS DENSITY 3.012 UNITS/ACRE NET DENSITY 5.133 UNITS/ACRE REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. AFFLECK R7317670010 15 \ 10 SEgSF�AV O \ 10 20 \\ O \ O 21 \\ 7 O s \ BLOCK 1 O8 ,BLOCK 6 9`cn 22 \ z a \ O v O \ AFFLECK O 24 \\ R7317670020 O \ 27 I 4 \ O E. UTMOST DR. .• 26 28 \ E. WICKHAM ST. qp 43 \\ 0 34 BLOCK 39 41 \ 38- 35 36 37 44 \\ I' \ I O \\ E MOUNTMpR1ADR' " 9 \ 46 7 O \ FF77-7 O \ O O O3 O O s 47 \\ 10 7 \ �4_ \ O BLOCK 5 17 27 18 R/w I \ i I 1 \ 1 1 1 1 1 I I KEEP SUBDIVISION No. 1 I E. WICKHAM ST. I a I 3 J oc W m w a N RESIDENTIAL R-2 — — I I I I I I \ I I O 6-mits i (D \ O " BLOCK 0 12 13 P�6\�\01 D \ I I . E. LLLLLL \ I O O i MAMIE INVESTMENTS CO LLC S1405131304 \ v 0 \ I 0 4_ - \ v� LL-LLLL\LL.LL. \\ VICINITY MAP: 1"=2,000' PRE -PLAT BOUNDARY (k 0 100 200 300 Plan Scale: 1" = 100' LEGEND — — BOUNDARY LINE OFFSITE PROPERTY LINE LOT LINE — — — SECTION LINE R-g PROPERTY ZONE 10 LOT NUMBER SURVEY CONTROL NOTES 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL (NAVD88) DATUM. INDEX OF DRAWINGS SHEET NO. SHEET TITLE PP1.0 COVER SHEET PP1.1 EXISTING CONDITIONS PP2.0 PLAT LAYOUT PP2.1 PLAT LAYOUT PP3.0 PRELIMINARY ENGINEERING PLAN PP3.1 PRELIMINARY ENGINEERING PLAN PP3.2 PRELIMINARY SEWER PROFILES PP3.3 PRELIMINARY SEWER PROFILES PP3.4 PRELIMINARY STREET SECTIONS PPL1.0 PRELIMINARY PLAT LANDSCAPE COVER PPL2.0 PRELIMINARY PLAT LANDSCAPE PLAN PPL3.0 PRELIMINARY PLAT LANDSCAPE PLAN PPL4.0 PRELIMINARY PLAT FENCE EXHIBIT DEVELOPER/OWNER BRIGHTON DEVELOPMENT INC. 2929 W. NAVIGATOR DR., SUITE 400 MERIDIAN, IDAHO 83642 PHONE: (208) 378-4000 CONTACT: JON WARDLE EMAIL: jwardle®brightoncorp.com ENGINEER/SURVEYOR KM ENGINEERING 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE: (208) 639-6939 CONTACT: LACHLIN KINSELLA, P.E. EMAIL: Ikinsella®kmengllp.com INV:2749.60 12" -\ _�� INV:2749.82 12" N / / CONCRETE ----IRRIGATION DITCH 24° GAS MAIN 22" GAS MAIN A /y PROJECT BOUNDARY s2 MAMIE INVESTMENTS CO LLC S1405131304 CONCRETE IRRIGATION DITCH 2j15O DISCOVERY PARK MERIDIAN RURAL FIRE INV:2752.08 18" CITY OF MERIDIAN PROTECTION DISTRICT INV:2751.83 12" 51405212410 GRAVEL ROAD 51405212420 N INV:2751.70 18" N z INV:2751.75 12" W z PROJECT BOUNDARY / Q W / o w,o ao CITY OF MERIDIAN WATER / w x w o Q w MAIN EASEMENT PER / Q a o, a INST. No. 2017-001445 izj�w Nm 1 W OH0 I Q L r o a HEADGATE #1251 / �// Wow ? INV:2752.88 12"a O z 0zzINV:2752.96 12" FARR LATERAL BOX N z M / / CULVERT AND WING WALLS INV:2753.11 12" / HEADGATE N1250 / / CHECK STRUCTURE OPEN IRRIGATION22�g6 DITCH i 2j5, i AFFLECK R7317670020 i N � � LOT 2, BLOCK 1 RAAP RANCH SUBDIVISION CHECK STRUCTURE i INV:2754.25 12" i HEADGATE INV:2754.62 12" i i 2758 i 2757 - - - - - - - - ` KEEP SUBDIVISION No. 1 a 2 Y U � / Plan Scale: 1" = 60' LEGEND EXISTING FEATURES s s s SANITARY SEWER LINE Ps Ps PRESSURIZED SANITARY SEWER LINE w w WATER LINE c c c GAS LINE —c c c CABLE TV LINE —Op—op— OVERHEAD POWER LINE of of OVERHEAD TELEPHONE LINE ci ci GRAVITY IRRIGATION LINE Pi Pi PRESSURE IRRIGATION LINE So So STORM DRAIN LINE O STORM DRAIN MANHOLE 0 SEWER MANHOLE IR IRRIGATION BOX x WATER VALVE IRRIGATION CONTROL VALVE ® WATER METER FIRE HYDRANT FIRE HYDRANT POWER POLE POWER POLE POWER BOX © POWER BOX EP EP EDGE OF PAVEMENT ED ED EDGE OF DIRT 25' ACHD PRESCRIPTIVE RIGHT-OF-WAY PROPOSED 59' ACHD RIGHT-OF-WAY (LAKE HAZEL CDA) MERIDIAN RURAL FIRE ' PROTECTION DISTRICT I S1405212420 14.5'- 53' I 56.5 14.5' - DISCOVERY PARK CITY OF MERIDIAN S1405212410 E. LAKE HAZEL RD. - - - - - - - - - - - - 26.30' - � \ \.19, COMMON LOT �p � a 50 Q \\�-91,202 � 6.50' SF 18.00' 60.00' 60.21' 81.09, \ \ 15.16' 79, 20.5' 00 12 00 13 00 14 60'00' \\\\ 7,200 SF 7,050 SF 8,568 SF \ ^ N 60. 00, \ \ O\ 7,983 SF WSJ \ 60.00' 60.00' 9g \ 9 COMMON LOT 7,860 SF \ \\ r I 00 11 26.A, 17 BLOCK 1 2.66' 6,984 SF 7.90' 7,867 SF �V \ 3410, 18 Q \ PROPOSED 67.5' ACHD -► RIGHT-OF-WAY (DISCOVERY PARK PHASE 2) I I I I I I I I I I I I I I I I I 37' I I I I I I M I I I I I I I � I I �- 42' 25.5' �> l 128.97' 7.00' 0 � 0 10 O 8,232 SF 122.95' o 0 0 M N 9 O �O 7,221 SF DO 120.00' 0 o �O 0 O o 7,200 SF �O 120.00' 0 o �O 0 O o 7,200 SF �O 120.00' 0 BLOCK 1 0 o �O O o 7,200 SF �O 120.00' 18' ACHD SIDEWALK 0 EASEMENT o 0 o �O O 7,200 SF cO 120.00' 0 o �D 0 O o 7,200 SF cD 120.00' 0 o �D 0 O o 7,200 SF cD 120.00' 0 o tD 0 O o 7,200 SF cD 120.00' 0 0 cO 0 O 0 7,200 SF cO 120.00' yR: \ 105.50'- - - E. WICKHAM ST COMMON LOT 34.19'-,, / 105 05 Q 2� h5 10,727 SIF 60.00, \ 1� 42.40, �� \ >6 � 110 \ Bqs, wAY s 0 \ RSO, S?ems. 19 \ 10,436 SF .� \ N 38.67' 1ps w � \ O6 \ cI \ 0 85.81' 00, \\ 10 0 0 20 \ 7,938 SF vi 8,646 SF \ si9 8.64" \ 120.00' \ o� 6.92' ,�g1 C5 0 7,200 O F 18.03' 9,052 SF RZZO \ 55 � P SEMEN 60' COMMON LOT \ BLOCK 6 J, ��- 0 0 \9 �O 7,200 SF 22,056 SF F I 9 rn 120.00' o o. r o rn. \ w O O 0 z 7,200 SF cO u I 65 00 120.00' 53.14' rn o O o 0w tO I 7,200 SF cD O z 120.00' 9,147 SF O 8,326 SF 11.89 19.52 o O 0 7,200 SF 120.00' g0,36' 7.93' O N 30' 11.93' 30.00' 80. COMMON LOT /o� 2395 2 69 E. UTMOST DR. n S 5 10.39' 1 1.93' 30.00' 30.01' 60.0s COMMON LOT 0 0 33 0 32 N oN 7,569 SF N 7,915 SF �--25.93' I 25.93' 1 SF I 1 66.00' 60.71' \ \ \ v \ 9� \ \ \ \ iS \ \ \ a \ o \ \ \ \ \ 60 03" 10 N \ 7,499 SF \ 30 o Oo0 7,880 SF 1 ZO9� 0 7,8805E i 3° 34 4� 66 G \ 20 86' 00 n P \ 11.38' 00 \ \ \ \ \ IMPRESSIVE EAST RIDGE SUBDIVISION No. 1 AFFLECK R7317670010 LOT 1, BLOCK 1 RAAP RANCH SUBDIVISION 61 o. 30 22 8,646 SF -00 13N rn 01 0. 23 8,646 SF 00 13N rn rn o. —8.00' 24 8,743 SF n bo N. COMMON LOT 25 20.o 8,095 SF 47' 27 2,222 SF o. 25 p0 26 28 10,124 SF 7 791 SF '� AFFLECK R7317670020 LOT 2, BLOCK 1 RAAP RANCH SUBDIVISION 0 50 100 150 Plan Scale: 1" = 50' KEEP SUBDIVISION No. 1 PRELIMINARY PLAT NOTES 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES 11-2A-6 AND 11-213-3 FOR THE R-8 ZONING DISTRICT. 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH THE FINAL PLAT. 3. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. AND S. RECREATION AVE. IS PROHIBITED. 7. COMMON LOT 11, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 12, 13, 14, AND 15 OF BLOCK 1. COMMON LOT 27, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 25 AND 26 OF BLOCK 1. COMMON LOT 41, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 42 AND 43 OF BLOCK 1. SAID COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. APEX EAST SUBDIVISION MERIDIAN, IDAHO PLAT LAYOUT SS\ONAL fNC �oFF �YCENSf iy 860 lam mf 10/14/21 �o Q E N G I N E E R I N G 90 9Tf OF YAP !vim 5725 NORTH DISCOVERY WAY C• KBOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: OCTOBER 2021 PROJECT: 21-035 PP2.0 `N`` ' a \ E. WICKHAM ST A`G ��V \ 2p a� 00 42 3910 11,629 SF n \ l ( 32go'' \ �227 ' o• o \ to ` BLOCK 1 o_ \ 4166' 25� COMMON LOT 43 \\ p 8fi E. WICKHAM ST. 51.14 2 ' NO s 4s SF �� 41 j 10,055 SF \ 66.00' 60 71' 1 1.38' \ �''�'- �''• 1,703 SF 8,152 SF 22.39' 31.54' \5 o �- 38 5 34.19'— — — — — — — — — — 8,166SF 40.98' 25.7>, -0 L P 0 45 O \\ o N 20,+ 8, 68 SF 2 6 44 0 35 0 36 P g2 �s0 9,824 SF -50\ —67.32' Ir 120.00' COMMON LOT 7,91111 SF 8,254 SF 15 rn \\ 0 0 2 345E 72g7 / 19.31' O• 0 O O \ tO 7,920 SF 72.97• CO AFFLECK 76.76' 0- 45 \\ R7317670020 30.00' 36.01' / 8,646 SF .� N o 120.00' 0 11.93'MOV� DR g5 12.62' 1 O 00 y \ S M rn 9 LOT 2, BLOCK 1 � I PR1P COMMON LOT 6' � I rn rn 5g O" 5�1 o r \ RAAP RANCH SUBDIVISION 61 �i' 10 SggS 1 O8 12.20' 59 85' O >. 9 —42 59.85 8,641 SF rn 6,9675E 1,1055E 46 \ 30.00' 29.85' 59.85' ' O �• \ 8,646 SF \\ rn ►56.5' I 120.10' NO 7,532 SF 0 DISCOVERY PARK O o• \ o \\ CITY OF MERIDIAN I I o 7,635 SF o- S1405212410 I COMMON LOT No O o 60p2 J \\ in I N O 7,635 SF mo' 47 o �n 3 0 4 R. 1 1 .71 ' N \ O \ COMMON 8,6655E v o O o O o 7,635 SF $2'j 00 9J, 8,646 SF \ LOT I 7,426 SF 7,654 SF 4 0 \ 10 120.67' R1201.5' ^O 1• 7,920 SF �� o' \5\p0 \ 26,521 SF 1,591 SF 67 S 1 9.52' y n I N 39.2 1• 28 60 \ \ 67.81' a+ 150 48 \ OI C 63.84' 23.23 44.60' 17 0" 9,432 SF 50 \\ > 18.74' BLOCK 5 r 8,716 SF U o 13,258 SF 11 p 0 91,202 SF \ M 1 2.07' 7,920 SF O_ �� 120.99' ^ 13,960 SF o N N I N 7,7535E rn g46 � \2p' o' \ o BLOCK 4 115.18 9,432 SF 0" \ `\RSO• N O N 9.73' 113.67' T' 0 12 N \ 8,676 SF r�i a 7,920 SF 'CO)_ 0 \\ O. �567' 35.6q, 16 0. \ 1-510 R798.5' 26 10,868SF MO 14.00' �Zp60 COMN 450 \ \ A a I 1 20.13' 7,784 SF 'n 19 O 8,752 SF 4° I I O , \tiyp} n 11974' a iw. O m R54.33' 12 13 16.36' q rn 20.95' 98' rn 8,060 SF 0 \\ TGC,yO 110. 0, o, 54 5 ,P 8,642 SF 'O 02 1 \ FJ 25 i9• \20 1 1.85' \ 0 120.00' n 60' 7,918 SF 20 18.78' 15 — 1 1 .93' 15\ 00 rn0" \\ 11,756 SF 28.5' I 120.00' 9,759 SF \ 19.99 14 2,628 SF \ \ 12.72 O N 5 i 11.74 O \ 15090 MO �pS 25g6 / rn 8,646 SF \\ M 0 \ d 144 q.7 O N / ,�. 0 8,643 SF � 24 cP 60 'IZp 0 0_ 120.50' 9,140 SF 13.38' �• \ / 21 \ / 12p0 BLOOCK 2 \ SIDEWALK ACHD �R300' -m 125 52 11,072 SF SIDEWALK O" s 10,4805E \ ;.� EASEMENT \ \ o O o o \48p0 11.85' �260 NO 8,640SF�' \� moo" \ \ N 9,003 SF N 23 / 00 O 0. L \51 00 \\ \\ 131 .53' N 9,606 SF 22 2,755 SF / �2 NO 8,640 SF \ \ PROPOSED 72' ACHD 2?7 rn/ / O 0• p0 \ \ RIGHT-OF-WAY �2 r'• Egg MONO 27 moo_ -j200 3 \ > \ — (DISCOVERY PARK '\� CoM No 8,640 SF \ cp PHASE 2) 00 O o OR. / 00 4 O" Op COMMON LOT 9,990 SF 8,640 SF O \ \ o 1 11.55' 44,673 SF 3.61' \ \ 143.70' 7200 \ \ 1 5.00' , \ \ BLOCK 3 r'O 8,640 SF \ 4j, 6 Op O o_ 0 \ \ P \ 65 4.75' 6 6 1,1 \ \ v' \ NO 7,920 SF �i. 36.05\ 44 83' 0 \ \ 6600 O 00 \\ \\ Q \ \ NO 7,920 SF �2 0 O of \ NO 7,920 SF 660 \ \ 0 \ \ \ \ 0 67.24 \ \ NO 7,920 SF 36.05' \ '0 23.81' \ \ 00 \\ \\ NO 7,920 SF 66\ \ \ 0. \ \ 15.00' \\ \\ 6600 MAMIE INVESTMENTS CO LLC \\ \\ \ \ S1405131304 \ \ COMMON LOT \ 6 p0 \ \ ao 0 48,449 SF 15' ACHD SIDEWALK \64's3' EASEMENT 411 ro 0 797.55' \ KEEP SUBDIVISION No.1 PRELIMINARY PLAT NOTES 0 50 100 150 Plan Scale: 1" = 50' 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL STANDARDS LISTED IN UDC TABLES 11-2A-6 AND 11-213-3 FOR THE R-8 ZONING DISTRICT. 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH THE FINAL PLAT. 3. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 4. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 6. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. AND S. RECREATION AVE. IS PROHIBITED. 7. COMMON LOT 11, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 12, 13, 14, AND 15 OF BLOCK 1. COMMON LOT 27, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 25 AND 26 OF BLOCK 1. COMMON LOT 41, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 42 AND 43 OF BLOCK 1. SAID COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR ASSIGNS. SAID COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES. APEX EAST SUBDIVISION MERIDIAN, IDAHO PLAT LAYOUT S5\ONAL fN0 �oFF \CENSf iy 4 860 mf 10/14/21 �o Q E N G I N E E R I N G 90 9Tf OF \�P !vim 5725 NORTH DISCOVERY WAY y��� C• K�N� BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: OCTOBER 2021 PROJECT: 21-035 SHEET NO. PP2.1 IMPRESSIVE EAST RIDGE SUBDIVISION No. 1 0 50 100 150 Plan Scale: 1" = 50' E. LAKE HAZEL RD. PROPOSED PRESSURE IRRIGATION PUMP STATION ---77 l T 8"GI 37' TBC- PROPOSED 57' ACHD RIGHT-OF-WAY (LAKE HAZEL CDA) MERIDIAN RURAL FIRE PROTECTION DISTRICT S1405212420 EP _ 8''W ---I 3ILL. Vfi Fr SECONDARY EMERGENCYI ACCESS/SHARED DRIVEWAY. INSTALL BOLLARDS PER MERIDIAN FIRE DEPARTMENT'S 3 REQUIREMENTS. N®1111 DISCOVERY PARK I > CITY OF MERIDIAN Z S1405212410 O H I� J� ro 1 # oU PROPOSED 67.5' ACHD RIGHT-OF-WAY (DISCOVERY PARK PHASE 2) 42' 25.5' I� EXISTING SSCO #A 2 Cn RIM:2750.10 DEPTH: 15.2' INV IN:2734.95 8" (E) INV OUT:2734.95 8" (W) EXISTING SSMH #A4 RIM:2747.72 DEPTH:12.9' 1 0 INV IN:2734.78 8" (E) 6 N 40.0' of 8" PVC @ 0.42% I E. LAKE HAZEL RD. IMPROVEMENTS TO BE CONSTRUCTED WITH LAKE HAZEL CDA PROJECT PI I PROPOSED DIVERSION BOX TO BE INSTALLED WITH LAKE HAZEL CDA PROJECT w G �------------------------------ m CHECK STRUCTURE TO �J - BE RELOCATED UPSTREAM WITH LAKE HAZEL CDA - PROJECT 2>s6��\ - PI .. 2>52 P, 2>' 6 AFFLECK 14 2>S4/ R7317670010 LOT 1, BLOCK 1 \ RAAP RANCH SUBDIVISION PI PI 54.7' of 8" PVC ® 0.60% 10 SSMH #B-3 RIM:2750.66 DEPTH:8.1 ' INV IN:2742.66 8" (NE) INV OUT:2742.56 8" (S) O 10' MULTI -USE PATHWAY TO BE 3 CONSTRUCTED WITH APEX EAST SUBDIVISION 9) 0 O 0 U 00 S. RECREATION AVE. to a IMPROVEMENTS TO BE --CONSTRUCTED WITH THE oo LAKE HAZEL CDA PROJECT _ o O G N LIMITS OF LAKE HAZEL N ; CDA/DISCOVERY PARK � PHASE 2 PROJECTS .60' A BLOCK 1 O SSMH #B-2 RIM:2749.34 DEPTH:8.2' INV IN:2741.22 8" (N) Q INV OUT:2741.12 8" (S) w OS z 18ACHD SIDEWALK rn u EASEMENT °° `^ 00 °J 0 SEWER ALIGNMENT"B" - REFER SHEET PP3.2 FOR SANITARY SEWER PROFILE O > rn a 3 S. RECREATION AVE. `o IMPROVEMENTS TO BE `o CONSTRUCTED WITH THE - DISCOVERY PARK PHASE N 2 PROJECT N I I SSMH #B-1 O RIM:2748.52 a DEPTH:9.9' INV IN:2738.72 8" (N) INV IN:2738.72 8" (E) INV OUT:2738.62 8" (S) 27& 42' TBC-TBC 61 .1 , 15 \ SSMH #B-4 RI M:2751.20 \ \ DEPTH:8.2' \ INV OUT:2742.99 8" (SW) 17 SSMH #C-6 \ RIM:2751.36 DEPTH:8.2' INV OUT:2743.16 8" (SE) \ 2752 \ 151.0' of 8" PVC ® 0.62% \ \ 8., 'S BqS kV SEWER ALIGNMENT "C" - \ 8•S F l�l/,q REFER SHEET PP3.2 FOR SANITARY SEWER PROFILE \\ `, q p/ 19 B� SSMH #C-5 \ 8"s RIM:2751.38 \ DEPTH:9.3' \ ?\j5 p/ INV IN:2742.22 8° (NW) \ INV OUT:2742.12 8' (SE) \ 10 20 \ a P \ w_ tP \ q \ \ P BLOCK 1 \ 6g a \ 21 \ \EFL A 60 BLOCK 6 s \ \ 6 2>SO a ym 347.8' of 8" PVC ® 0.42% �F \ r \ O a rn o� 23 \ SSMH #C-4 \ RIM:2749.89 \ DEPTH:9.3' \ a INV IN:2740.66 8" (NW) ,e \ INV OUT:2740.56 8' (S) \ O 62 N� 24 0 \\ 40.0' of 8" PVC ® 0.42% \ a SSMH #C-3 lr O RIM:2749.83 $ \ \ • o DEPTH:9.5' `� \ INV IN:2740.39 8" (N) SHARED DRIVEWAY \ OINV OUT:2740.29 8" (W) 25 \ v p \ 9 88 PI PI 4 of \ 8"W a"WT DR. vy 3k$g� SEWER ALIGNMENT"C" - \ 2+00 REFER SHEET PP3.2 FOR 8"S _ 8"S, 1 SANITARY SEWER PROFILE 3 1174.0' of 8" PVC 0 0.42% 174.7' of 8" PVC ® 0.42% \ Y \ SSMH #C RIM:2749.0505 \ NV IN:2739.55 8" (E) INV OUT:2739.45 8" (W) P\�f P�'3 • J. q \\\ a `V 8..W $.W , S W m M E. WICKHAM ST. -3+00 8"S � 8'iS 160.0' of 8" PVC ® 0.42% CONNECT TO DISCOVERY PARK PHASE 2 .I IMPROVEMENTS ; -165.4' of 8" PVC @ 1.75% 30 31 33 32 SSMH #A-3 RIM:2747 95 DEPTH:12.3' P1 INV OUT:2735.62 8" (W) / ' 00 lmmmmmm SEWER ALIGNMENT"A" - REFER SHEET PP3.2 FOR SANITARY SEWER PROFILE I to VX $0 NAP AFFLECK R7317670020 LOT 2, BLOCK 1 RAAP RANCH SUBDIVISION KEEP SUBDIVISION No. 1 PRELIMINARY ENGINEERING NOTES 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE 12" WATER MAIN IN S. RECREATION AVE. THAT IS PROPOSED WITH THE DISCOVERY PARK PHASE 2 IMPROVEMENTS. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY THE 8" SANITARY SEWER MAIN THAT IS PROPOSED WITH THE DISCOVERY PARK PHASE 2 IMPROVEMENTS. 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. 5. THE PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. A PRESSURE IRRIGATION PUMP STATION SHALL BE CONSTRUCTED WITH THIS PROJECT. 6. THE STORM DRAIN SYSTEM FOR THE PUBLIC ROADWAYS WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASES. IT IS ANTICIPATED THAT THE STORM DRAIN FACILITIES WILL CONSIST OF SEEPAGE BEDS. THE GEOTECHNICAL INVESTIGATION FOR APEX 33 EAST SUBDIVISION, PREPARED BY ATLAS AND DATED 7/27/21, ESTIMATES THE GROUNDWATER DEPTH TO REMAIN GREATER THAN 20-FEET BELOW GROUND SURFACE THROUGH THE YEAR. THE INFILTRATION TEST RATES THROUGHOUT THE SITE WERE DETERMINED TO BE GREATER THAN 12-IN/HR, WHICH SHOULD RESULT IN A MAXIMUM DESIGN INFILTRATION RATE OF 8-IN/HR. 7. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE IRRIGATION. 8. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. 9. REFER TO SHEETS PP3.2 AND PP3.3 FOR THE SANITARY SEWER PROFILES. 10. REFER TO SHEET PP3.4 FOR STREET SECTIONS. 11. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. APEX EAST SUBDIVISION MERIDIAN, IDAHO PRELIMINARY ENGINEERING PLAN S5\ONAL r 0 pFF \\C E N SF� 7yF Q� A Jr 10/141211 �o Q E N G I N E E R I N G �C qTF OF \�P !`� 5725 NORTH DISCOVERY WAY C K\NS BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: OCTOBER 2021 PROJECT: 21-035 PP3.0 Q3 • ' \ \ \ \\\\ 0 50 100 150 ' c 'I \ �\ \\\\ \\\ E. WICKHAM ST. Plan Scale: 1" = 50' .0 � � I s \ a SNP I \ \ \ \ SSMH #A-3 co RIM:2747.95 II..$..W ,.8"V11. 8 W kINVUT2735.62 8" (W) \ /p100 Eo ED q �ED O oil �E. WICKHAM ST. ED E[ Ep�ED ED s �� _ ED -� - - m _ ED -37.6' of 8" PVC ® 0.43% \\' 41 \ \ \ \ \ � \ D 8„S + __ O� \OSHARED DRIVEWAY \\ \ \\ \ \\\\ AFFLECK 0 39 SSMH #F-2 \\ FPRRM NZ R7317670020 RIM:2750.48 LOT 2, BLOCK 1 DEPTH:8.8' I \ ° °° / 38 INV IN:2741.75 8" (E) I \ \ RAAP RANCH SUBDIVISION •y-'•,:.�W 37 INV OUT:2741.65 8" (W) s7.32` I W W W 35 36 \ \ Now q' \ DISCOVERY PARK W134.6' of 8" PVC ® 0.721B \ \ \ g0 CITYOFMERIDIAN S1405212410 I W I a m _ SEWER ALIGNMENT"F"- P A 1POR• 8 N 5k00 +' - O9 o. REFER SHEET PP3.3 FOR _ ' OU(,•1 M R ��� o \ \ \ \\\ :W SANITARY SEWER PROFILE ,r; E.M 8•wd g•'S .. \ \\ �\ .i- N wI a ;..,,... ..:.::... - B••W rn 8 25 2 °f S F .'' R MM2750.45 / 8"W o 51 8DEPTH:8.5' \ 0 8 W +00 3+00 " INV IN:2742.01 8" (S) amyl ✓_ �'S�8"S INV OUT:2741.91 8" (W)- / 203.1' of 8" PVC ® 1 .81 % -.:, d, P \ I ; I ( y SSMH #F 1 4 �I I w I 3: �SSMH #D 1 / RIM:2749.03 56.5' IL RIM2748.11 INV IN:274 p KEEP SUBDIVISION No. 1 -DEPTH: 11.4' ( INV OUT:2 0.56 8" (E) I \ \\ \\ 31' TBC-TBC I 0 INV IN:2736.79 8" (S) INV OUT:2740.46 8 (W) O6 • * �w '+ INV IN:2736.79 8" INV OUT 2736 69 8 (E(N) \ \\\ I II c+"I 3 I10 /ry �z a / p1 / 10 �n�\\\ oo j $ N 48 \\ \ �\\\ 3 PI y0 O \q\\ N� \\\ \ N \iT Pf �� BLOCK S / O 11 / SEWER ALIGNMENT 'F' REFER SHEET PP3.3 FOR rn \ I�': I 348.9' of 8" PVC ® 0.42% 27 18 m3 SANITARY SEWER PROFILE Iv. l W SEWER ALIGNMENT"D"-REFER SHEET - ;� - SANITARY3.3 FOR PSEWER PROFILE $ 1Z I I o mI n O 9 0 12 N \ SSMH #F 4 26 / 16 RIM:2751.81 I S. RECREATION AVE. DEPTH:8.2' N � q I I I m o 19 / INV IN:2743.71 8" (s) CONSTRUCTED WITHMENTS TO BTHE �M NV OUT:2743.61 8" (N) \ 1 DISCOVERY PARK PHASE o0 0� ve' \.��ON PROJECT 4 A A - `,L 13pM0 9}ray I O / SSMH #E-1 o W GP O RIM:2750.41SSM R M �49.22 INV OUT:2742.21 8" (S) PJ s A �?)S \ \\ FUTURE ACHD BOX CULVERT OCAOTIOND 60' / 176.2' of 8" PVC ® 0.62% DEPTH: 11.0' 'a p N \ PRELIMINARY ENGINEERING NOTES ,28.5' INV IN:2738.36 8" (S) / 20 I\\ INV OUT:2738.26 8" (N) o k0 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE / /O3 + / SREFER SHEET PP3 3 FOR p N /4 \� \ \ \\ LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE 12" WATER MAIN IN S. _ , , Vd 164.5' of 8" PVC ® 0.82% 8" RECREATION AVE. THAT IS PROPOSED WITH THE DISCOVERY PARK PHASE 2 IMPROVEMENTS. / SANITARY SEWER PROFILE8'S \ \ \\ 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL 00 \ W 1.. `P: BE SERVED BY THE 8" SANITARY SEWER MAIN THAT IS PROPOSED WITH THE DISCOVERY 13k65 % SSMH #D-6 N + e; \ \ \\ I PARK PHASE 2 IMPROVEMENTS. / O z 1 �0 • RIM:2752.06 0 4 I I i W 15' ACHD / 21 ti1F W g^N� _a p�G ® DEPTH:8.2'? \ BLOCK2 W \ \ c \ 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE I I / 9 e ^ \� \ \\ DETERMINED WITH THE FINAL PLAT DESIGN PHASE. SIDEWALK / w; of INV OUT.2743.86 8" (W) ' 7' •' EASEMENT / w r 00 249, 9 \'`� / I N ., y \2x O J+ \ y \\ \ 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH * I i W' 2 o aCs / \ \ THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. O N 9� SEWER ALIGNMENT"D" - SSMH #F-5 �< W \ W \ \ \ I 5. THE PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH i 158.6' of 8" PVC ®0.42% � o ;o 1 RIM:2753.26 * 0 23 RE O £ EpR ENj y \ THE FINAL PLAT DESIGN PHASE. A PRESSURE IRRIGATION PUMP STATION SHALL BE �k00 SSMH #D-5 SANITARY SEWER PROFILE DEPTH:8.2' -� 3p 6� \ \ CONSTRUCTED WITH THIS PROJECT. SSMH #D-3 22 9� \ s"5 RIM:2751.61 INV OUT:2745.06 8" (N) _ \ \ PR03ED ACHD RIM:2750.25 DEPTH:10.6' 6. THE STORM DRAIN SYSTEM FOR THE PUBLIC ROADWAYS WILL BE DETERMINED WITH THE RIGHT-OF-WAY a DEPTH:11. ' QS o_ INV IN:2741.11 8" (E) O / \ \ W W \ w \c \ FINAL PLAT DESIGN PHASES. IT IS ANTICIPATED THAT THE STORM DRAIN FACILITIES WILL (DISCOVERY PARK INV IN:2739.13 8° (S) 9 Y4 8\ INV IN:2741.11 8" (N) �0� �`1 , < W W y �= -�W W y \ \ CONSIST OF SEEPAGE BEDS. THE GEOTECHNICAL INVESTIGATION FOR APEX 33 EAST INV OUT:2739.03 8" (N) S kp0 NV OUT:2741.01 8" W 1 w W % \ SUBDIVISION, PREPARED BY ATLAS AND DATED 7/27/21, ESTIMATES THE GROUNDWATER PHASE 2)I W \0 0 42% 9 ( ) / / �� y y W W W y W ?>Sg� w w W \ \\� \\1 I DEPTH TO REMAIN GREATER THAN 20-FEET BELOW GROUND SURFACE THROUGH THE YEAR. II I w w 0� \ON OR aSNG ® 4j�, O W �• \ THE INFILTRATION TEST RATES THROUGHOUT THE SITE WERE DETERMINED TO E GREATER U E E B R \A P 3 \ \ I I I THAN 12-IN HR, WHICH SHOULD RESULT IN A MAXIMUM DESIGN INFILTRATION RATE OF 72' / P. �PMg 4 o{ 8 �ry O W W W \\ \ 1 IIII I 8-IN/HR. W / 77.6' of 8" PVC ® 0.43% 8k00 95 34 OS / W w W w W �\ W\ \�� \ 7. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE 4T TBC-TBC' `� 9 W STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE l _PI- ss�/ W W W y \ \ \\�� IRRIGATION. 8. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED " I ¢ \W w w / OPEN TO IRRIGATION DITCH y � \ � \ ' DURING THE FINAL PLAT DESIGN PHASE. I I I z � \" •.tJ / TO BE REMOVED O O O / / \ W T55 W W W w W �\ \\ W g REFER TO SHEETS PP3.2 AND PP3.3 FOR THE SANITARY SEWER PROFILES. I Q SSMH #D-4 10. REFER TO SHEET PP3.4 FOR STREET SECTIONS. z RIM:2750.69 : INV IN:7392739 .56 8" (E) 11. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING THE FINAL NV l \ ` \ INV OUT:2739.46 8" (N) y / \ PLAT DESIGN PHASE. N W�\ WII y c W y c W \\ 10 y \ s\ \ 24" GAS MAIN J� APEX EAST SUBDIVISION CONNECT TO DISCOVERY w w �1 - 22" GAS MAIN w \ \ \ PARK PHASE zI - y MERIDIAN, IDAHO � IMPROVEMENTS w w \W � \� �q MAMIE INVESTMENTS CO LLC � \\ \ PRELIMINARY ENGINEERING PLAN INSTALL STEEL CASING � \� 11� w S1405131304 \ c c'� / FOR WATER MAIN PER w W w W \ w \ WILLIAMS PIPELINE I W W w W W y / REQUIREMENTS I i Ac� �cre��' \\\ �� � E�SgVOGENS���2y �15' ACHD SEMENT 860 I V CONCRETE IRRIGATION \ y y DITCH TO BE REMOVED I I \ r 20/14/21 0 f9r P� ENGINEERING OF 5725NORTHDISCOVERYWAY N B D 83713 C. KEN PHONE (208) 639-6939 kmengllp.com DATE: OCTOBER 2021 PROJECT: 21-035 SHEET NO. PP3.1 2760 2760 3 N a O w 0 oo 2755 o - O °' o m o O 2755 Q S li co O OOl t O .0 M I O o ul h N 0 uJ MON- V) C7 O? M Z+r N H '� u] O M O� Nh r= Z N�Z O W a OEM I� N 2750 Z+ u~—aa> X H Z Z Nam-- SnN��o o F 2750 XH—W w N� o EXISTING GROUND N cncn�o? w> 2745 2745 2740 2740 160.0, of 8" PVC ® 0.42% 2735 2735 40.0' of 8" PVC @ 0.42% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2730 2730 r N r N m r N r N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 SEWER ALIGNMENT A 0 50 100 150 Plan Scale: 1" = 50' 2765 0 5 10 15 Profile Vertical Scale: 1" = 5' 2760 2760 Z b v o O 2755 O o � O D] o N CON N .6 No CO N o N ^ M DO p O (O 'n o N Oc0 V N a m�N " m O N n o N N 2755 O �0 nN M MN_ n r mr�0 M N r N mO�p I� O� DJ N N� of +� O M O M O O M mn I�h N O N N I DO, MN H H Z O +I� SZ 7 N d— O ShN� o H W> Q OrN N o a SNNS +, ZZO a _+ �Q N N D_ W z z E .;Hm N Q W>> N� o z z N u) OZ + S S N E W>> > EXISTING GROUND N N d' O- 2750 :2 N O > N N� o Z Z Z 2750 NH— v) W n 0_ m Z 2745 2745 222.1' of 8" PVC ® 0.60% ' ' pVC ® 1.08% 54.7' of 8" PVC ® 0.60% 2740 222.1' of 8 2740 A. -7 8., PVC 165,4 of 2735 L 2735 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2730 2730 O oo N of N N oo N Lo oo N r oo N a0 oo N O 0' N N 0) N O N c0 O N O O N N O N c0 O 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 SEWER ALIGNMENT B 0 50 100 150 Plan Scale: 1" = 50' 0 5 10 15 Profile Vertical Scale: 1" = 5' 2765 2760 2760 3 � O z o o 3 3 3v 0 o Voo o m N O v O W v O Z O O Z li of N W O 12 O .Z...W.. 0 W O 00 O N O O N CO Co n(0 �M O MOM Li W O w CO (O ow Ow N N °�°2755 +N� OMN�MM� M 0 a N-NaN +j O 2755 mn UNS 4O Or aarnN �0N EXISTING GROUND CO a >> > Z Z ,z O O O VI(p NQZ Z NVQwOZ NNa --O a> > V) UN�pZ w> > VNdO > Z ZZZ ZZ O2750 2750 2745 2745 151.0' of 8" PVC ®0.62% 347.8' of 8" PVC ® 0.42% 174.7' of 8" PVC ® 0.42% 2740 174.0' of 8" PVC ® 0.42% 2740 40.0' of 8" PVC ® 0.42% EXISTING GR UND CENTERLIN OF SEWER PI E ALIGNMENT 2735 2735 0 N n N rn CO N o m N N m N ai N n m N ro m N rn of N 7 0 N 0 N m 0 N rn 0 N O N N N a N a N in . 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 SEWER ALIGNMENT C 0 50 100 150 Plan Scale: 1" = 50' 0 5 10 15 Profile Vertical Scale: 1" = 5' NOTE: SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE DETERMINED AT FINAL DESIGN. 2765 2765 2760 p 3 2760 z N" o w ` o `mow O v Z o "m o � CO z O o v oo W W - W W CO O W O m O N li DJ O [0 O O M `°NoNN 2755 O 3 o - O o0 0 Vvv O � LL N W O W O O vN L� CO W O c0 N O O OOi f N N M N O= -1- M h N I� M N 0 0) 0 N 0 BOND p O�� ^ M c0 7 D p h V + (n „ N N f- Z Z 0 O (V + n DJ2755 � 4 O O L6 O) m O (O ^ NON O M N SIhN Z — O ScoN F Z W > > SIN W >> > NH� W NNE' O z MOQ?''71� o OHO] �� 7 �r n N OM�WoO h +r �(V NH= W> > NH� (nN0' OZ Z NH� NN0_ OZ Z Z QO N NNHLn 4 z Z 0 W> O VI (n d'Oz Z = +r N) N H O SN Q a > > > EXISTING GROUND NH� (n u) F 0 z z - ' 2750 �ama> N�rozzz 2750 N, (nN _ w 0_ c) Z _. 2745 2745 ' PVC ® 1.10% 249.1' of 8' 344.1' of 8" PVC ® 0.42% 2740 158.6' of 8" 348.9' of 8" PVC ®0.42% 134.6' of 8" PVC ® 0.72% 77.6' of 8" PVC ® 0.43% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2735 2735 O m r N N CO r N O CO r N N CO r N N CO r N o0 r N (0 00 r N I- CO r N m Do r N N T r N M T r N I- T r N O r N M O r N (0 O r N I- O r N cq O r N ao O r N O r N M r N r N [D r N h r N O) r N O N r N O N r N O N r 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 Plan Scale: 1" = 50' 2765 0 5 10 15 Profile Vertical Scale: 1" = 5' 2765 2760 0 vZ 0 v� 2760 p u]N� N �� -t O oo 2755 p cMO� Or r N +N N N 1 N F Z Z O 0_> > > IWi O 2755 O N N S (Nn N o z z z `EXISTING GROUNDCO p + r = O �aa (n�_w>Z N 2750 2750 2745 2745 176.2' of 8" PVC ® 0.62% 2740 2740 EXISTING GRO ND CENTERLINE OF SEWER PIPE ALIGNMENT 2735 2735 l0 r N N r N O7 O N N O O N N 0+50 1+00 1+50 2+00 2+50 3+00 SEWER ALIGNMENT E 0 50 100 150 0 5 10 15 Plan Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2765 2765 J O Z O 2760 0 2760 Z S N W o 0 3 O 3 O W `� O N O - v O v DJ W O t 0 0 I) M N- r Z O .W.. O Do o �. _ o -co O W O ^ L� 4 N N 7 0 vvv _ N DO ,O W co Wo N ± 2755 o io li c0 00 O 0 0 N �O O- h tO ao N MO(f) L�O)Q O m - N h �^ N wm� SO)N 't n - . ry +r W 'Z O ��NaO N �: w > NN0" O z 2755 Nco m m h I� w WM c0^ N W�p �� IN rnN c0N �Qg d> > M _ M O v ro N cD �n °? (.`! +� = z= `EXISTING GROUND N u) E p Z z ... O +� ± N N D N H f w> O N H= W Z Z NNO_ z Z SNN = Z Z r-- O N(n Z Z 0_ O— _ (n V) o' o z z ' 2750 Nw>>> 2750 (nN0_• �Z Z Z 2745 164.5' of 8" PVC ® 0.82 0 2745 380.0' of 8" PVC ® 0.42% 258.2' of 8" PVC ® 0.42% 2740 1 81% 2740 8' pVC 2031' of 37.6' of 8" PVC ® 0.43% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2735 1 1 2735 Do r N M oo r N (O oo r N o0 oo r N p OW r N M OW r N 0) n N (O O) r N p O r N O n N O r N O r N O r N O r N c0 O r N r N M r N (0 r N m r N N n N c0 N r 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 SEWER ALIGNMENT F 0 50 100 150 0 5 10 15 Plan 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 AT FINAL DESIGN. 60' RIGHT-OF-WAY 41- 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' 5' SIDEWALK 8' PLANTER 7.5 91 91 7.5 8' PLANTER 5' SIDEWALK 3:1 MAX. PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC SLOPE TO EXISTING 1' LANDING, 3" ROLLED CURB, AND GUTTER, TYP. COMPACTED SUBGRADE STREET SECTION A (LOCAL nAI C. AITC ASPHALT PAVEMENT -3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE 60' RIGHT-OF-WAY 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5 5' SIDEWALKr8' PLANTER 7.5 9 9 7.5 8' PLANTER 5' SIDEWALK 3:1 MAX.PARK LANE-TBC THRU LANE THRU LANE PARK LANE-TBC SLOPE TO EXISTING ,' LANDiYP: 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE STREET SECTION B (LOCAL) SCALE: NITS 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC-TBC SLOPE TO EXISTING 1' LANDING, TYP. 6" VERTICAL CURB AND GUTTER, TYP. COMPACTED SUBGRADE STREET SECTION C (LOCAL) SCALE: NTS 25' COMMON LOT 20' DRIVEWAY CONCRETE 3/4"-MINUS CRUSHED AGGREGATE BASE STREET SECTION D (SHARED DRIVEWAY) SCALE: NITS 40' COMMON LOT 20.83' 0.5' 20' 8' PLANTER 5' SIDEWALK 18.83' 717 3" ROLLED CURB COMPACTED SUBGRADE CONCRETE AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE 81' RIGHT-OF-WAY 12' MEDIAN 21' TBC-TBC 6" VERTICAL CURB, TYP. STREET SECTION E (SHARED DRIVEWAY/SECONDARY EMERGENCY ACCESS) SCALE: NITS 20' 8.83' PLANTER 5' SIDEWALK 0.5' 8' PLANTER 5' SIDEWALK ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT -RUN SUBBASE NOTE: STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING COMPACTED SUBGRADE CONCRETE REPORT AND ACHD'S REQUIREMENTS. 3/4"-MINUS CRUSHED AGGREGATE BASE STREET SECTION F (SHARED DRIVEWAY/SECONDARY EMERGENCY ACCESS) SCALE: NTS