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CC - Pre-PlatPRELIMINARY 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 18.598 ACRES COMMON AREA 6.169 ACRES ROW AREA 7.440 ACRES AL AREA 62.201 ACRES OVERALL LOT DATA TOTAL LOTS 110 RESIDENTIAL LOTS 95 COMMON LOTS - LANDSCAPE 12 COMMON LOTS - SHARED DRIVEWAY 3 MINIMUM PROPERTY SIZE 6,967 SO. FT. AVERAGE PROPERTY SIZE 8,527 SQ. FT. DENSITY GROSS DENSITY 2.950 UNITS/ACRE NET DENSITY 5.108 UNITS/ACRE REFER TO THE QUALIFIED OPEN SPACE EXHIBIT FOR ADDITIONAL INFORMATION. APEX 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 L I IMPRESSIVE EAST RIDGE RESIDENTIAL \ R-15 SUBDIVISION No. 1 R-4 I Mims 17 HAZE AP dim MERIDIAN RURAL FIRE PROTECTION DISTRICT S1405212420 EP EP LL49 LLLLLL 12 13 10 O O O BLOCK 1 O O O 0 . O I, ;I. O E. OPTIMUM ST. O O Q 00 �'.`.'. 10 I LL. 11-LL.LL.�\ i�1 I AFFLECK R7317670010 15 \ 16 \ \ s. M0 17 \ NT \ A/NTpp — — — wA y \ 18 \ BLOCK 6 \\ l G \ O O \ tL 22 \ 3 \ AFFLECK O 23 \\ R7317670020 O \ _ Z. E. \NICKHAM 30 29 41 31 9< 39 42 \\ BLOCK 1 38 40 \ 35 43 \ \ E. TENZING DR. \ O O Oq O s 46 \\ F, \ 47 \\\ BLOCK 5 17 11 v 18 BLOCK 3 O 6 7 O MAMIE INVESTMENTS CO LLC S1405131304 -- - ---------------- R,4 111V R/+N \ 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 � Cp,VERNO \ I I 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: Iki nsella Okmengll p.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 / I a I O � / 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 7)� POWER POLE POWER POLE 1fl 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 1 DISCOVERY PARK CITY OF MERIDIAN S1405212410 14.5'- 53' I 56.5 14.5' - E. LAKE HAZEL RD. - - - - - - - - - - - - 26.30' \ \. o -.0 a 6.50' � 18.00' 0 80.00' 00 78 104.47' 62 194 >6' 20.5' 0p, \ COMMON LOT 0 12 0 13 6200. \ \ \ 49 9,200 SF 9,678 SF \ I 97,760 SF F. \ N 66.>2, \ I � \ \ 14 0 8,258 SF 28 \ 80.00' 9 15 \ N I 0 COMMON 11 LOT 17 26' 8,122 SF \ 61 02��" � I O � 5,384 SF 13.10' 17.1 1' 10,25SF \ I 3410, o \ I I I I I I I I I I I I I I I I 37' I I I I 1 I I M I I I I I I I > I z O w v s I I I I I N I v m I I I I I PROPOSED 67.5' ACHD 1 -► RIGHT-OF-WAY (DISCOVERY PARK PHASE 2) � I I �- 42' 25.5' COMMON LOT 38.87', 47.00' 88.97' 0 � 0 10 O 8,232 SF 122.95' O 0 0 M N 9 O rO 7,221 SF DO 120.00 n O o rO 0 O o 7,200 SF rO 120.00' 0 o rO 0 O o 7,200 SF rO 120.00' 0 BLOCK 1 0 o rO O o 7,200 SF cO 120.00' 18' ACHD SIDEWALK 0 EASEMENT o 0 o cO O 7,200 SF cO 120.00' 0 o cD 0 O o 7,200 SF cD 120.00' 0 o cD 0 O o 7,200 SF cD 120.00' 0 o tD 0 O o 7,200 SF cD 120.00' 0 O cO 0 O O 7,200 SF cO 120.00' 99.24 E. OPTIMUM ST ro- 99.23 I I I I 2 h5p5 �� \ A. 6 200, BLOCK 1 \ \ 29 95' 17 12,036 SF 13.93' \ s MOU 302? \ NrAIiyTOP \ \ wq RSp, y so 1�ti°N 1pSO6 \\ \ 9.08' 18 \ 1 9,179 SF \ S \ N COMMON LOT � \ 31.13' 1 29,014 SF �� 24.95' 8,129 SF \ \ 5.97' rn o. 1ER 1 120.00' s0' 1 a O I 7.93' 11 I 1 1.93' COMMON LOT O 0 �--25.93' N I 25.93im ' 6 SF I I IMPRESSIVE EAST RIDGE SUBDIVISION No. 1 AFFLECK R7317670010 LOT 1, BLOCK 1 RAAP RANCH SUBDIVISION �. 8,122 SF \ N p \ 0�O O. \ o P rO G 7,597 SF 19 2 \ 13.59' 90 7 21 \ 120.00' 6, Z� 8,122 SF \ 0 A 1�i \ o. 4_ 0 0 0 O 8.83' 7/ a O a 01 7,939 SF cO 7,200 SF 600p 22 � \ 120.00' 8,122 SF 71- \ 18.47' 0 0 u' 4.00' Noo \ Oo O M o 3 \ o� \ O 7,200 SF O4 924 SF \ 120.00' `4. 8,031 SF COMMON LOT 8,200 SF \ OS r3 I 115 y4 s� \ 8,362 SF 1 1 .89' Oo 0 2383 RSp, 19.�2' N 36oo' \\ o O O h' COMMON LOT \ tD 7,200 SF cD 4�j59 N 24 \ 8.47' 23 86, 7,748 SF \ 120.00' B6. 5 6.� \ O1,5415E A J rn 2,287 SF 30.00' 80.30' O Q_ o. \ COMMON LOT /O' ,L�.9 \ 2569 2500 25 \ E WICKHAM DR• 10.39' \ 60 p3 27 9,421 SF \ 6003'O 7,746SF Oj \ 0 30.00' 30.01' 60.0s 28 O� oo. 140 61• `' \ N I \\ �O 7,499 SF N 00 /29 Oo 7,880 SF 30 ,o SNP o a0i. 0 7,880 SF 39 ! G 7 \ 0 32 0 10 N 7,569 SF N 7,95 SF 135 SF 20 B6 00 `` \ 51.14 0* 66.00' 60.71' 11.38' 00 \ 1 \ \ \ 1 \ \ \ \ 0 \ o \ o. 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 AND 13 OF BLOCK 1. COMMON LOT 26, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 24 AND 25 OF BLOCK 1. COMMON LOT 40, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 41 AND 42 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 S510NAL fNC o�F' �10ENSf0 lam 7y a� J f 12/30/21 �o Q E N G I N E E R I N G 90 9Tf OF 1�P !vim 5725 NORTH DISCOVERY WAY C. PHONE IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: DECEMBER 2021 PROJECT: 21-035 PP2.0 I \ \ .0 \ E. WICKHAM ST A`G SO 00 2Q 9� 00 39 1p 11,629 SF n \ \ , 5227 ' o• o \ to to toBLOCK 1 0 0_ \ 4166' 25� COMMON LOT 42 \\ p 8fi E.OPTIMUM ST. 51.14 2 ' No 8,7385E �� 40 j 10,055SF \ 66.00' 60 71' 1 1.38' \ �''�'- �''• 1,703 SF Fi \ "CERP1' 8 1522 SF 22.39' 31.54' 15 o 37 �- 40.98' 5.7>, 5 1 38.87'---------- 8,166SF 20 45 O \\ o N 8,168 SF 2Q 6 43 0 34 of P �s 30 \ `-67.32' I 120.00' I N 7262 O, COMMON LOT 35 7,911 SF 8,254 SF 9,824 SF / 1 0 0 \ I 15 rn \ o O o 33 72g7 / 19.31' \ rn 2,335 SF O 7,920 SF ° 72.97' co / 5Q AFFLECK 30.00' 36.01' 76.76 41605 86465E \\ R7317670020 0 120.00' I �Ft. COMMON LOT 6' , c^y i o 0 11.93' m�-FENZINC' g5 12.62' 1 0�P \ LOT BLOCK 1 rn rn -o_ E 59 0. ��16 � � \ RAAP RANCH SUBDIVISION N N - - 59 I O8 12.20' 8,641 SF 45 \\ -42, I ui 59.85' o, 6,967 SF 1,105 SF 30.00' 29.85' 59.85' 7 �• \ rn 8,646 SF \ rn ►56.5' I 120.10' I NO 7,532 SF 'o DISCOVERY PARK CITY OF MERIDIAN I o 6 I I 7,60 F 51405212410 NN O�NI COMMON LOT OON O NoO n ro o o 7,635 SF O $26Q01Z1.71 m N o O 76355ECOMMON 0 ,O \ n� 8,64466 SF LOT ,\ \ \\ 7,426 SF 7,654 SF 400, \ 10 R1201.5' ^ M I Q O o' '51 QQ 67' 7,920 SF 120.26,516S6781 1,591 SF 19.52' 061, 2860, N I N0• \ \ \ I p 67.81' a+ 60 47 \ O63.84' 23.23' 44.60 17 0. 9,432 SF \ - 18.74BLOCK 5 r \ 8,716 SF ' I � 13,258 SF n1 2.07' 7,920 SF 120.99' 13,960 SF o \ in I 7,7535E itLo 9469 'v' 1206Q \ 0• 4g \ n I I n N. 6, 97,760 SIF \\ BLOCK 4 I I 1 15.18' 0 9,432 SF 48 I N O N 9.73' 113.67' 0 12 N \ 8,676 SF nl N 11 a 7,920 SF 'CO) 5567' 35.6q, 16 00. \ 0 1-5'\ 0 Vol \ R798.5' 26 N 10,868 SF p OQ MMON \ \ q a I 1 20.1 3' 14.00' I m 7,784 SF u�i 19 1`L m I 8,752 SF co `T 'p M � 1 19.74' a i0. 126 49 13 CPv�RN \ \ �qy, Gp. O I m R54.33' 16.36' / q rn 20.95' 98' 8,060 SF 0 \\ �GTGCyO 110. 0, o, 8,642 SF 1 'O QZ 1 \ FJ m 25 0. 120 11.85' \ o 120.00' 10 n 60' 7,918 SF 20 18.78' 15 i 1 1 .93' 1g1 QQ 001, \\ 11,756 SF 28.5' I 120.00' 9,759 SF J' \ 19.99' 2,628 SF / \ \ ro 12.72' p 14 5 i 11.74 O \ oc� m F` 0 15p 96 MpN SOS 25g6 / 8,646 SF \ N O3 COM \ 8,643 SF 144 h7 6'p N p0 0_ , Av 9,140 SF 120.50'w 13.38' 21 / �2oQi BLOCK 2 00. \ 15' ACHD \ \ SIDEWALK IR300'-�I 2-552 11,072SF ;.� EASEMENT t 1 / o. c" 's 10,480 SF \ o o p0 wo \ \ 8,640 SF 9,003 SF 1 i / O O. \ 9 0 131 .53' N 9,606 SF 22 2,755 SF i NO 8,640 SF \\ \\ i PROPOSED 72' ACHD 241 rn / / O 0• p0 \ \ RIGHT-OF-WAY r'• g$ ONTO -� (DISCOVERY PARK 1 1�6 CoM i NO 8,640 SF \ \ PHASE 2) 'o o 'Q o O N SRN QR / 660Q O O" �20Q N� COMMON LOT \\ \\ 9,990 SF 1 �,P� i No 8,640 SF ' O \ \ / 44,673 SF 3.6111.55' \ \ \ 143.70/ / / 66 ' 72oQ \ \ \ � BLOCK 3 r'o s,64o SF \ \ i \ 41' 4.75 O 72 o_ p \ \ iij \ 65 6 6 6 \ \ S9, \ NO 7,920 SF Q\-37.92� \ 4483' / i 66Qo. O .0 72p0 \\\ \\\ \ N z 7,920 SF 2 \ \ � � o \ \ \ 66 OQ O O• 6 QO 66� 96 96,�A \ \ F- .. \ N0 7,920 SF ro \ \ \ � \ / � 51 19 O o• \ \ vi \ 0 p0 \ \ \ r - _ . _ 67 24 \ \ NO 7,920 SF /\ 37.91' \ '0 Qa \\\ \\\ No 7,920 SF 66 \\ \\ 38.09' \ \ o• \ \ \\ \\ 6600 MAMIE INVESTMENTS CO LLC \ \ \ \ S1405131304 \ \ COMMON LOT \\ \ Qp \ \ o 48,510 SF 15' ACHD \ \ SIDEWALK 3 \ ' 64. g rn EASEMENT 411 ro 0 7 9 7.55 • \ KEEP SUBDIVISION No.1 0 50 100 150 (k Plan Scale: 1" = 50' 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 AND 13 OF BLOCK 1. COMMON LOT 26, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 24 AND 25 OF BLOCK 1. COMMON LOT 40, BLOCK 1 IS SUBJECT TO A BLANKET EASEMENT FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 41 AND 42 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 Sg10NAL fNC �oFF �10ENSf iy 4 6860 J f 12/30/21 �o Q E N G I N E E R I N G 90 9Tf OF YAP !vim 5725 NORTH DISCOVERY WAY yZ C. K� BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: DECEMBER 2021 PROJECT: 21-035 SHEET NO. PP2.1 IMPRESSIVE EAST RIDGE o SUBDIVISION No. 1 0 x e� a i __ _ '• -\ - - - - - - - - - - E. LAKE HAZEL RD. - - - - - - -o - - - - - - - -® _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -®- - - - - - - - IMPROVEMENTS TO BE cn CONSTRUCTED WITH LAKE 0 HAZEL CDA PROJECT- -_-- E. LAKE HAZEL RD. -- - - - - - w - - .2 PROPOSED PRESSURE �� -2"ID- .�"sD�"sD '2'SD '2"SD - IRRIGATION PUMP STATION - - - - - - - - - - - - - - �� 3• R& CHECK STRUCTURE TO -VW R/W R/W R/W R/W R/W R/W R/W R/N R/W R/W R/W \ r BE RELOCATED UPSTREAM - - WITH LAKE HAZEL CDA PROJECT 37' TBC-TBC- PROPOSED 57' P1 PI ACHD PROPOSED DIVERSION BOX PI 2> RIGHT-OF-WAY TO BE INSTALLED WITH _PI 2j52 \ \ (LAKE HAZEL CDA) LAKE HAZEL CDA PROJECT ... S6 20.5' ..' a, 2>g6 T R/WAR/W - R/W - R/W- R/W- R/WA \R/WW `I \ L - - - - - - - \ \U\\ 0 50 100 150 Plan Scale: 1" = 50' FL 2> AFFLECK MERIDIAN RURAL FIRE t+ >i 49 12 13 Sga, \\ R7317670010 PROTECTION DISTRICT S1405212420 2>s3 P/ LOT 1, BLOCK 1 I g CONNECT TO S. RAAP RANCH SUBDIVISION RECREATION AVE. IMPROVEMENTS TO BE ro CONSTRUCTED WITH LAKE N w SSMH #B-4 p, w HAZEL CDA PROJECT �- ;. .. RIM:2751.20 15 O \ 8"5 ((�� _ INV OUT:2742.99 8" (SW) \ ® „S H -� 8"10l_F "A ram--�=�-- 8 Nh" SSMH #C-6 16 \ RIM:2751.36 ,o • �' • - DEPTH:8.2' \ SECONDARY EMERGENCY INV OUT:2743.16 8" (SE) \ 151.0' of 8" PVC ®0.62% ACCESS/SHARED DRIVEWAY. � � •.-_� I 54.7' of 8" PVC ® 0.60% - 2752 \ INSTALL BOLLARDS PER \ MERIDIAN FIRE DEPARTMENT'S a REQUIREMENTS. SSMH #B-3 S - R M 2750.66 M�UIV SEWER ALIGNMENT "C" - \\ q/N 8•w REFER SHEET PP3.2 FOR INV IN:2742.66E 8" (N.Ej � 8"S TOP SANITARY SEWER PROFILE q \\ INV OUT:2742.56 8" (S) B SSMH #C-5 \ a 9x00.. 8•S GY RIM:2751.38 \ 9 DEPTH:9.3' 1g \ _ INV IN:2742.22 8" (NW) ,;. 10' MULTI -USE PATHWAY TO BE sl INV OUT:2742.12 8' (SE) \ CONSTRUCTED WITH APEX EAST •o \ `. SUBDIVISION ur \ CP PO o Cp. \ -�14 5' m ® 51' �37' S. RECREATION AVE. > o ® V IMPROVEMENTS TO BE?CONSTRUCTED WITH THELAKE HAZEL CDA PROJECT 7 a BLOCK 1 \ FpR�M 31' TBC-TBC O N 9 \ 95 EPS LIMITS OF LAKE HAZEL nNi 20 \ CDA/DISCOVERY PARK .11 �, \ PHASE 2 PROJECTS .60' 0 6p \ a A oo " A 00 00 2>5 g0 A BLOCK 1 10 O a m o ?y \ 56.5' N O o 347.8' of 8" PVC B 0.42% \\ SSMH #B-2 14. D 21 RIM:2749.34 i \ O } 3: BLOCK 6 ! FL INV IN:2741 .22 8" (N) � � a INV OUT:2741.12 8" (S) p o y 22 \ DISCOVERY PARK a I 18' ACHD CITY OF MERIDIAN SIDEWALK pSSMH 9C-4 Z RIM:274.89 51405212410 p EASEMENT \ \ ~ b " � INVP IN:2740.66 8" NW ` Q � � a e < � ) .o \ '.� SEWER ALIGNMENT"B" - 0 0 3 0, INV OUT:2740.56 8' (S) a V ,• REFER SHEET PP3.2 FOR O \ SANITARY SEWER PROFILE �+ ® 8 O \ > 40.0' of 8" PVC ® 0.42% - O SSMH #C-3 a` \ 1, a S. RECREATION AVE. m 3 a 5 RIM:2749.83 '"00 '9 \ IMPROVEMENTS TO BE o DEPTH:9.5' ^� CONSTRUCTED WITH THE _ INV IN:2740.39 8" (N) SHARED DRIVEWAY ` DISCOVERY PARK PHASE N O INV OUT:2740.29 8" (W) - \ 2 PROJECT N 7 i \ .013 g26 . 1 W 0 \ ,• 8 W kOO 0" SEWER ALIGNMENT "C" - SSMH #B 1 8••W - 8"W/�M DR' .gam _. ; ^' REFER SHEET PP3.2 FOR Y/ \ O RIM:274852 18, 2+00 SANITARY SEWER PROFILE .p \ •. I a DEPTH:9.9' ' 8"S 8"S18"s _. . •; 25 \ PROPOSED 67.5' INV IN:2738.72 8" (N) 2174.0' of 8" PVC 0 0.42% 174.7' of 8" PVC ® 6.42% ACHD INV IN:2738.72 8" (E) 27 \ RIGHT-OF-WAY INV OUT:2738.62 8" (S) p� \ .. ..:..., - '.•• SSMH #C-1 I (DISCOVERY PARK 00 RIM:2749.05 \ PHASE 2) r 2, DEPTH:9.6' 28 pS00 \ y INV IN:2739.55 8" (E) / to 42' TBC-TBC 0 ' p INV OUT:2739.45 8' (W) • y \ .O a � '' PQ \ 42' 25.5' N 165.4' of 8" PVC ® 1.75% 29 , 30 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 AND LAKE HAZEL AND RECREATION AVE. CDA 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 SS\ONAL fNC o�F-\CENSf� z9 860 J f 12/30/21 �o Q E N G I N E E R I N G 90 9Tf OF YAP !vim 5725 NORTH DISCOVERY WAY C. BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: DECEMBER 2021 PROJECT: 21-035 PP3.0 Ito 00 ;o I l PIS--•--.-�PI I °' SSMH #A-3 / �C,\A to I \ \ \ \\\\ RIM:2747.95DEPTH: 12.3' ^\ I / - - - - NV OUT 2735.62 S" (W) / ` ir 00 \ E. OPTIMUM ST. -� 1 ED �D� ED ED 39 ED.O I - ED 4D ED ED ED ED \ \ \ �, / N D 37.6' of 8" PVC ® 0.43% 0\\\ \ SHARED DRIVEWAY \ \ \ \ \ , �RN, \ B"S 8"S SSMH #F-2 \ \ \ \ \\\\ RR /1 \ \ y6 FEMEN DEPTH:8.8' i \\ I t O INV IN:2741.75 8" (E) � ' '~-y � INV OUT:2741 65 8" (W) 43 \ \ \ \ \\\\ T 67.32' DISCOVERY PARK I 134.6' of 8" PVC ® 0.72% 8 \ \ \ \ 9p \ \\\\ CITY OF MERIDIAN 51405212410 I I I O I 3 _ SEWER ALIGNMENT"F" - I 9 REFER SHEET PP3.3 FOR \ _ -6 o\ a yN \ \\ \\\\\ 1 SANITARY SEWER PROFILE _•_ ._ ...., m o0 ,nfl S \\ + _ .....�.� -:. .:.:•--.' AkOp 8 �ap 42% w g o/f g„ pVC uO SSMH #F-3 \ \ 9 } i/ I N 4.., I I B••W_ g^W o 259.2 � RIDEPTHB4 B„W 8' J, 5' 1+00 2+00 3+00 INV IN:2742.01 8" (S) 88S�8r'S�8"S INV OUT:2741.91 8" (W) 203.1' of 8" PVC ® 1.81% ➢ O 1 \ \ P \ \ SSMH #F-1 SSMH #D-1 / RIM:2749.03 56.5' DEPTH:8.6' I-° RIM:2748.11 I \ \\ \ INV IN:2740.56 8" (E) II II * 31'I TBC-TBC I ± o NV IN:2736.79 8" (S) INV OUT:2740.46 8" (W) i + INV O6 \\ IN:2736.79 8" (E) II I:.I ) I" n INV OUT:2736.69 8' (N) IW O7 ry1a� I m ¢} O o w f 46 \\ \\ 4 2 O� w, N rz a 91 1 PI - D'y0 � 47 + SEWER ALIGNMENT N BLOCK 5 11 / / REFER SHEET PP3.3 FOR I I 18 / SANITARY SEWER PROFILE I I rll 348.9' of 8" PVC 00.429 27 / \ \ SEWER ALIGNMENT I REFER SHEET PP3.3 FOR I . ;mo SANITARY SEWER PROFILE 00 48 \ I AFFLECK R7317670020 LOT 2, BLOCK 1 RAAP RANCH SUBDIVISION I I SSMH #F-4 RIM:2751.81 a \ I-,' 26 DEPTH:8.2' N W w \ \ \ A * I ,•- I S. RECREATION AVE. I,- -gym o 19 / INV IN:2743.71 B" (S) \ IMPROVEMENTS TO BE y NV OUT:2743.61 8" (N) g N \ T1 �4( CONSTRUCTED WITH THE a' OR. \ \\ OT 9P " I DISCOVERY PARK PHASE I - ppp�Il/ Iw I 2 PROJECT I - L^ 13 GP�I� A A SSMH #E-1 o RIM:2750.41 SSMH #D-2 t �60 INV OUT:2742 21 8- �5) 176.2' of 8" PVC ®0.62% P1 s ✓ ?>S? RIM:2749.22 •o \ \ �\ \\ BOX CULVERT LOCATION V\ \ FUTURE ACHD ROAD AND DEPTH:11.0' 00 v_ l P ,._/ w i21 .5' INV IN:2738.36 8" (S) I / I 14 I I INV OU 273826 8" (N) . I \ \\ k O 0 \\ SEWER ALIGNMENT"E" - o I2 I REFER SHEET PP3.3 FOR o : N� '� 164.5' of 8" PVC ® 0.82% P N 9 - � i \ SANITARY SEWER PROFILE,, g•5 i ate, - �'. SSMH #D-6 N k \ \ \\ RIM:2752.06 I I I 15' ACHD / 21 ��0 8' N pJ0 �'i DEPTH:8.2' i SIDEWALK / w, q s'S, o< $ i INV OUT:2743.86 8" (W) ,y N / � 1 7 ' " 1 o8� �� SEWER ALIGNMENT"D"- SSMH #F-5 158.6of 8PVC ®0.42% * li fO oCO 23 1+00`i� REFER SHEET PP3.3 FOR O RIM:2753.26 14 ''� + O / w_ 00� SANITARY SEWER PROFILE DEPTH:8.2' �SSMH #D-3 SSMH #D-5 RIM:2751.61 INV OUT:2745.06 8" (N) ROPOSED ACHD RIM:2750.25 : RIGHT-OF-WAY a DEPTH: INV IN:2741.11 w y W W WW \\\\ \ \ \\ \\\ 8" (E) (DISCOVERY PARK INV IN:2739.13 8" (S) 1 8 0 e� INV IN2741.11 8" (N) PHASE 2) y INV OUT:2739.03 8" (N) Q� pk0 i INV OUT:2741.01 8" (W) / 77.6' of 8" PVC ® 0.43% 47' TBC-TBC `m ,Ply Pi 1uj w... \\ \ Q A� OPEN IRRIGATION DITCH z - w \� - a� TO BE REMOVED SSMH #D-4 w\ RIM:2750.69 _ _ W DEPTH:11.2' INV IN:2739.56 8" (E) O \ \\\ \ e -'^ c \ Y. �W W o INV OUT:2739.46 8" (N) / / \ .j W\ NN s 0 � 24" GAS MAIN'-- CONNECT TO DISCOVERY\22" GAS MAIN PARK PHASE 2 \ MAMIE INVESTMENTS CO LLC IMPROVEMENTS INSTALL STEEL CASING S1405131304 "' '" \'� c'� yc�' \/` FOR WATER MAIN PER W y \ WILLIAMS PIPELINE A / REQUIREMENTS w �15' ACHDi 3A� I I V���0 10' WIDE CITY OF w \ EASEMENT SIDEWALK\� � �� \ MERIDIAN PATHWAY v w y Q�Q W w CONCRETE IRRIGATION DITCH TO BE REMOVED \ y � I \ \ v I I I I 1 E. WICKHAM ST KEEP SUBDIVISION No. 1 I 0 50 100 150 Plan Scale: 1" = 50' 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 AND LAKE HAZEL AND RECREATION AVE. CDA 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 1 1 DURING THE FINAL PLAT DESIGN PHASE. 1 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 I PLAT DESIGN PHASE. I �I APEX EAST SUBDIVISION MERIDIAN, IDAHO PRELIMINARY ENGINEERING PLAN a mf9$l OPo E N G I N E E R I N G C. f OF �0 Cv� 5725 NORTH DISCOVERY WAY y( �� `, K�N� BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com DATE: DECEMBER 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