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PZ - PrePlat Combined 03-27-18 original0 M w m O U U) U) x W W z z W 0 F! - ILL 0 z 0 w W CL z W H U U W CL F- O U) F - z W F - z 0 U) F- I 0 z W F- (1) z U) F- H 0 0 U LL O Z) W Z 0 U w CL w IY z Q C6 Irf W W z C7 z W 0 FL LL 0 7- F - x W W F- F - z W F - w z U) F - (n CK ui W z_ U z w 0 FL cc) C] N [t��Rl -- - - - - - - - - -- SUBDIVISION BOUNDARY k.. ROAD RIGHT-OF-WAY SEW _E.. PROPOSED SEWER LINE W PROPOSED WATER LINE SO so PROPOSED STORM DRAIN LINE Pi Ci PROPOSED PRESSURE IRRIGATION LINE IR IR PROPOSED GRAVITY IRRIGATION LINE - x- x x_ x_ x x --- PROPOSED FENCE Q PROPOSED SEWER MANHOLE sc PROPOSED STORM DRAIN MANHOLE ®nn0 PROPOSED CATCH BASIN/AREA INLET SPO PROPOSED FIRE HYDRANT 2 0 PROPOSED STREET LIGHT Cr PROPOSED CONCRETE r I PROPOSED ASPHALT DRIVEWAY PARKING PROPOSED SEEPAGE BED FIG VILLAGE AT PARKSIDE, LLC JAMES DOOLIN 4685 S HIGHLAND DRIVE #202 SALT LAKE CITY, UT 84117 (801)649-3519 OWNER 2FP LLC 1002 N. HAPPY VALLEY RD NAMPA, ID 83689 ENGINEER T -O ENGINEERS JOHN CARPENTER, PE 332 N. BROADMORE WAY SUITE 101 NAMPA, ID 83687 (208)442-6300 0. ml T -O ENGINEERS ROB OWALLEY, PLS 332 N. BROADMORE WAY SUITE 101 NAMPA, ID 83687 (208) 442-6300 ACREAGE SUMMARY TOTAL = 18.17 AC OPEN SPACE REQUIRED = 3.91 AC OPEN SPACE PROVIDED = 5.30 AC ZONING CURRENT: RUT PROPOSED: R40- HIGH DENSITY RESIDENTIAL_ SETBACKS R-40: REAR SETBACK: 12' STREET SETBACK TO GARAGE: 20' TO LIVING AREA: LOCAL STREET: 10' COLLECTOR: 25' ROADWAY JURISDICTION ADA COUNTY HIGHWAY DISTRICT SEWER AND WATER PROVIDER CITY OF MERIDIAN SEWER AND WATER FIRE DISTRICT MERIDIAN FIRE DISTRICT IRRIGATION DISTRICT NAMPA MERIDIAN IRRIGATION 1. COMMON LOTS 54C, BLOCK 1; 15C, BLOCK 2; AND COMMON LOT 3C, BLOCK 3 ARE TO BE OWNED AND MAINTAINED BY THE ENTRATA FARMS HOMEOWNERS' ASSOCIATION. 2. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD ZONE. 3. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN, PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." 4. THIS PROPERTY IS PROVIDED IRRIGATION SERVICES BY NAMPA MERIDIAN IRRIGATION DISTRICT, AND THE OWNER HAS COMPLIED WITH THE IDAHO CODE, SECTION 31-3805 AS IT PERTAINS TO IRRIGATION WATER. THE PROJECT WILL TIE INTO THE EXISTING PRESSURE IRRIGATION SYSTEM AT THE CONNECTION TO W. PERUGIA STREET. ALL IRRIGATION MAIN AND SERVICES WITHIN THE PROPERTY BOUNDARY SHALL BE PRIVATE AND WILL BE OWNED BY THE ENTRATA FARMS HOMEWONERS' ASSOCIATION. 5. STREET DRAINAGE WILL BE ROUTED IN CURB AND GUTTER TO THE STORM SYSTEM. STORM DRAINAGE WILL BE DESIGNED IN ACCORDANCE WITH THE CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES FOR IDAHO CITIES AND COUNTIES AND THE ADA COUNTY HIGHWAY DISTRICT. 6. DIRECT LOT ACCESS TO FRANKLIN ROAD, W. PERUGIA STREET AND ENTRATA WAY IS PROHIBITED FOR RESIDENTIAL LOTS. A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10 TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN ADA COUNTY, IDAHO 2018 0 50 100 200 300 I t�Q s.? SOA PHASE 111, LLC 3800 PERUGIA ST f \ ` MERIDIAN, ID 83642 f \ 9s 80619510400 1 NIX& `_ \ SOA PHASE 11, LLC GLEN NEWKIRK FAMILY TRUST 4250 W. FRANKLIN RD MERIDIAN, ID 83642 51210346801 CHRISTIANSEN FAMILY LOT TYPE I LIMITED PARTNERSHIP JAMES R CLOSSON J TOTAL PARKING W. FRANKLIN RD 4110 W. FRRANKLIN RDD FRANKLIN z �q MERIDIAN, ID 83642 MERIDIAN, ID 83642 f S1210346905 S1210347003 Io STALLS PER UNIT +f c 312 489 TOTAL STALLS PER UNIT 2.0 3.0 0 I� 2 0 2.6 Cr 18 1 TOWNHOMES SOUTH OF PERUGIA ST. - 42 UNITS DRIVEWAY PARKING f I� \ MERIDIAN, ID 83642 \ \ R0619510300 a 9 \�00 SHEET INDEX 1 - TITLE SHEET 2- NATURAL FEATURES 3 - LOT DIMENSIONS 4 - SITE PLAN PARKING COUNT -OVERVIEW LOT TYPE REQUIRED PROVIDED TOWNHOMES - 198 UNITS TOTAL PARKING 396 597 STALLS PER UNIT 2.0 3.0 APARTMENTS - 80 UNITS TOTAL PARKING 128 138 STALLS PER UNIT 1.6 1.7 21 }�\: 23 I\\ \ \ SOA PHASE 1, LLC \\ ° 3800 PERUGIA ST MERIDIAN, ID 83642 36 + ,\ \ \ R0619510100 24 � \ i 35 +�\ \ \ KENNEDY LATERAL TO BE PIPED �2; 45C I 26uj " 1 >I 34 + \ CPo _ � c90 O>, ZIPLINE 28 I - I I 44\\ , \ 32 39 -3 1 - 43 `.,. '� \ POOL AND 7® \ TOT LOT ` \ 1 *- 30i �aTRE�D � \ - i NATE? + ' OPEN_ I 29 37 I A9 \`�\ N89015'36"W 221.86' - N89015'22"W 924.10' W. FRANKLIN ROAD ENDURANCE HOLDINGS, LLC 3935 W. FRANKLIN ROAD MERIDIAN, ID 83642 S1215120810 NAMPA MERIDIAN IRRIGATION DISTRICT W. PERUGIA STREET MERIDIAN, ID 83642 R8778730030 .0 Q tN \ TEN MILE DEVELOPMENT, LLC E \ N. UMBRIA HILLS AVE ' \ MERIDIAN, ID 83642 ,,q \ R8778730011 + \ 1 �%o 0 F 52.5' VICINITY MAP SCALE: 1"=1000' PARKING AND BICYCLE COUNT -DETAILS LOT TYPE REQUIRED PROVIDED TOWNHOMES NORTH OF PERUGIA ST. - 156 UNITS DRIVEWAY PARKING 156 218 GARAGE PARKING 156 194 PARKING STALLS - GUEST 0 52 PRIVATE STREET PARALLEL PARKING © 25 TOTAL PARKING 312 489 TOTAL STALLS PER UNIT 2.0 3.0 TOTAL STALLS PER UNIT W/OUT PARALLEL PARKING 2 0 2.6 BIKE PARKING 18 18 TOWNHOMES SOUTH OF PERUGIA ST. - 42 UNITS DRIVEWAY PARKING 42 54 GARAGE PARKING 42 54 TOTAL PARKING 84 108 STALLS PER UNIT 2.0 2.6 BIKE PARKING4 < 6 APARTMENTS WEST OF ENTRATA WAY - 40 UNITS COVERED PARKING 40 44 NON -COVERED - 24 TOTAL PARKING 64 68 STALLS PER UNIT 116 1.7 BIKE PARKING 3 4 APARTMENTS EAST OF ENTRATA WAY - 40 UNITS COVERED PARKING 40 44 NON -COVERED - 26 TOTAL PARKING 64 70 STALLS PER UNIT 1.6 1.8 BIKE PARKING 3 4 SITE TOTAL COVERED PARKING 278 336 NON -COVERED PARKING 246 322 GUEST PARKING - 77 TOTAL PARKING 524 735 STALLS PER UNIT 1.9 2.6 AREA AND LOT SUMMARY LOT TYPE NUMBER OF LOTS DWELLING UNITS AREA (AC'I RESIDENTIAL 60 278 4.1 COMMON 3 N/A 12.7 PUBLIC RIGHT-OF-WAY N/A 1.4 TOTAL 63 278 18.2 Q.- �: L9 X 't7 w QX PROPOSED DENSITY 15.3 DU/AC LL uj <.-; FNS (P vOy TF Ol: CAR? w t - n 1 1!9 g (If 0 Cr x WZQic� x w m WC)w�p° w w CO w w UJ•U) Q.- �: L9 X 't7 w QX ® >_W fes- LL uj LLJa O� Z oc � ®O W CL < � ® Q ® W LIJ E rb t L Q 2� d 4 r z ty 2 Z Z W (D 4 z w o Cf u J O Q 0 w Q U) w w 20 of z U LL ® a O w U a- U W P O Q p Q U d w t - n 1 1!9 Qf U)�OOQO 0 U) WZQic� WC)w�p° CO �Q�vm UJ•U) Q.- �: L9 X 't7 w QX ® >_W fes- LL uj LLJa O� Z oc � ®O W CL < � ® Q ® W LIJ E rb t L Q 2� d 4 r z ty 2 Z W (D 4 z v p J O Q . U) w 20 z U LL ® a O C) ATTENTION: 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 23, 2018 PROJECT: 170270 0 U) CO UJ•U) s Cn z ry i ujf 0 CL < ,, IIIII Lij ATTENTION: 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 23, 2018 PROJECT: 170270 N :2 w t� ry LL U U) w w z z W O LL O z _O C/) tr w ctr z w U W (L U) F -- O= F-- CO 1° z W f - z 0 H O z W 9-- z U) F-• LL O O LLU E r o Ill w z O U 0 fy 0 - Lu c� z <t W W z Q) W 0 LL O W LL w 0- W 2 I --- U) tr-- z W t� z U) w w W (9 z Ill U r- N OI sA �.\ 9 1 ► I ► � dna � ! x ` { 1 � x / ► r l; \\ \ ,\\ AVENDALE SUBDIVISION UNPLATTED LO i \ \ �� BOOK 109 PAGE ISS23-1SS26 � x X ► � i ' ► \ ,`t CID IRR. PIPES "sl- t] IRR. PIPES _ 2566 '' Ilk \ `� 8" IE(W)=2566.96' :'> 1 10" CMP IE(W)=2565.96' 10" IE(N)=2565.68' o i I' 10" CMP IE(E)=2565.89' �� 10" IE(S)=2565.60' z I t CONTROL POINT #2 \ ` x t �. i N: 707,916.469' i l ` ► E: 2,441,263.049' fiKENNED'Y LATERAL "----9566- EL: 2566.01' i ,.- 2_56_7 X X X x -A. ` .IRR. PIPES 12" PVC IE (N)=2567.08' x 12" RCP IE(W)=2566.49' f \ CONCRETE IRRIGATION DITCHZM -• x , (� ' �� x\ i 'i- x 256 ?_ 4 I, t �srn t l IRRIGATON BOK IRRIGATION BOX i - 2563 IRRIGATION WEIR w { { \ \ \ LIVESTOCK STRUCTURES 'I - 2562 r r' / t PUiRDAM sf GULCH DRAIN ► ► ► t IRR. PIPE ► 12" PVC IE=2549.81' UINPLATTED i ! ► IRR. PIPES 12" PVC IE(W)=2550.33' ► 10" PVC IE(N)=2550.78' 1 ► ► IRR. PIPE \ 12" PVC IE(W)=2563.84' \ Y i F \ a IRRIGATION DITCH J { \` s \t APPROX. LOCATION l a \ SEPTIC TANK / �f N4S89'15'22"E 200.00' / U t N l \ \ /CX X—X--, 8" DBH �15 D H f r 17� \ i lk 24" DBH--_X--{-X -- x= 7---F-�TX—.X—X_—..XX + t i " '\ .`. CAR WORK PORT x �.' :; / FEED SILO SHOP ;='= F-` WELL HOUSE \04 1 i I i HOUSE C4'1 30" DBH x x i I /► / x � j ro / / � � lli I x ► ► f � i � (! 1 rye'! � i x \ " ► x it lilj r 1 1 I t 1 i L LIVEST LIVESTOCK WATER STRUCT TANK lf� CONCRETE PAD t / �t ► i > x > x7-x7-?"-x-/-x"k-x`x CONTROL POINT #3 - - - N: 707,216.659' / E: 2,441,308.116' _ /J EL: 2559.811' PUMP HOUSE LEGEND POWER POLE (} POWER JUNCTION BOX NATURAL GAS MARKER ® TELEPHONE RISER ® WATER METER TELECOMMUNICATION RISER +�Y�O WATER HYDRANT PROPERTY BOUNDARY wV m WATER VALVE—X—X-^- X ---X--•- EXISTING FENCE LINE ® CURB OUTLET DRAIN owOVERHEAD POWERLINE a SANITARY SEWER MANHOLE w WATER LINE A SANITARY SEWER CLEAN OUT c NATURAL GAS LINE m IRRIGATION BOX SANITARY SEWER PIPE ►V IRRIGATION VALVE GRAVITY IRRIGATION POWER TRANSFORMER —Ep— EDGE OF PAVEMENT J- LIGHT POLE -- ROAD CENTERLINE _ - - TEST PIT RIGHT-OF-WAY SECTION LINE CONCRETE PAVEMENT CONTROL POINT #1 N: 707,668.144' E: 2,442,313.269' EL:- 2563.38' lwv W. PER [A ST. U%Z+IBRIA SUBDIVISION 101 PAGE 13200-13209E t t a� c9 N t IRR ------------ 424.18'---- '-�--__---- W. FRANKLIN RD. " "U3M s 8" Pvc ssMH RIM=2567.29' CL INV=2550.61' IRRIGATION WEIR r- IRRIGATION BOX CCONCRETE HEADWALL ✓CONCRETE WALL i I 1 i I i NOTE 1 1. THIS TOPOGRAPHIC MAP RE> RESENTS AN EXISTING CONDITIONS FIELD SURVEY PERFORMED BY R-0 ENGINEERS ON OCTOBER 17 ► THROUGH OCTOBER 23, 2017.'; ► - ERR. PIPES TOP OF BANK i T� TOE OF BANK IE(NW)=2569.48' EDGE OF CONCRETE ------------- EXISTING EASEMENT — — — — "- --' — MAJOR FIVE FOOT CONTOURS — -"`" — -"' ` — ` MINOR ONE FOOT CONTOURS 3168 CONTOUR ELEVATION 6 CONTROL POINT/BENCHMARK .14 FLOW PATH P -LL Go 0 DECIDUOUS TREE CONIFEROUS TREE j DBH DIAMETER AT BREA4T HEIGHT i I 1 i I i NOTE 1 1. THIS TOPOGRAPHIC MAP RE> RESENTS AN EXISTING CONDITIONS FIELD SURVEY PERFORMED BY R-0 ENGINEERS ON OCTOBER 17 ► THROUGH OCTOBER 23, 2017.'; ► - ERR. PIPES 12" PVC IE(W)=2569.69' 12" PVC IE(NW)=2569.48' 12" PVC IE(E)=2569.41 12" PVC IE(SE)=2569.23' 48" CMP IE(SE)=2568.07' Q 7 ❑ Q+ lL• J ❑ O z Z W > LLJ I--- _ W GL !r U 0. O O W❑ W U W < W z W ATTENTION: 0 112 1 1F THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 112" ON 11x97 SHEET, THEN DRAWING IS NOT TO SCALE _ - - — DATE: JANUARY 22, 2018 PROJECT: 170270 SHEET 2 OF too 0<0z <c'a ❑ ¢lai C)aw m 06 oWQ CL 0 Qwr Li W am 0 P -LL Go 0 c/) 0 2 OD 00 Ix oQ z Q M !�CV LLJ (9 cl) Z N Z a � 04 4 z z U 0 LL a O ff .0 Aft CL .00 CL LZ.. Z U. U. W < CL LAJ I ATTENTION: 0 112 1 1F THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 112" ON 11x97 SHEET, THEN DRAWING IS NOT TO SCALE _ - - — DATE: JANUARY 22, 2018 PROJECT: 170270 SHEET 2 OF ci W. 0 F- F - U) U) U) Lu z (D z ui 0 FI- LL 0 z 0 U) U) LLJ CL z LIJ LL 5 Lu CL cf) F - Z) 0 r F- 3: U) F - z Ill F - z 0 U) 0 1-- z ui F- C/) z U) m F- LL 0 z 0 LL 25 0 2 cr- 0 LLI U) 0 III 0 F- 0 0 0 LLJ z C6 W Ill LLI z z LLI 0 F -L LL 0 cr- ui Q_ 0 CC 0- ui r F- C/) z Lli 2 D cr- I- cn z U) -r F - C6 W Lli z (D z Lli 0 F -L 00 T- C) (N O '000, 100, 0000'' 0 30 60 120 180 momw FENCE/EASEMENT .0- .00100`" '0000, 00, lo (.P OF Q AR? L uj M w > w w cl > F - CIO z Z a 0 0 a Lli uj Lu I'- Z U) Z CO W cv -i CD W Lu Li SUBDIVISION BOUNDARY R/W ROAD RIGHT-OF-WAY PROPOSED LOT LINE Fil PROPOSED RESIDENTIAL LOT NUMBER PROPOSED BLOCK NUMBER '000, 100, 0000'' 0 30 60 120 180 momw FENCE/EASEMENT .0- .00100`" '0000, 00, lo (.P OF Q AR? L uj M w > w w cl > F - CIO z Z a 0 0 a Lli uj Lu I'- Z U) Z CO W cv -i CD W Lu Li VI 51.3' F b z L6 F 513 [21 cq co < < 15C F 0 4 13 -4 co 6,3 74 SF 14 -i ZN z 65,374 SF W 56'— i ?; U) 51.3' u - Z 513 D 0 67 39.13' -6-0 3040- 83' * Lll- -9N TA WA Y UBLIC) IA - 24 67' 30-43, 60t84ry 39.08- ' 51.3' < 51.3' LL 6,373 SF 2 6,374 SF — 56'— V I 51.3' 51.3' cU z 3 70,247C SF OR w c\l 04 TIT 110, — — — — ------ ATTENTION: 0 1/2 1 IF THIS BAR DOES NOT MEASURE JPURDUM 1" ON 22x34 SHEET or 1/2" ON 11 xl 7 SHEET, THEN DRAWING IS EASEMENT FOR PURDUM DRAIN NOT TO SCALE DATE: March 23, 2018 PROJECT: 170270 SHEET 3 OF 4 cl) z 0 I. c/) w k- d z ix Lu 0 0 a==3 Ii rl El z O W co 'zf LLF ;j� az< 04 W C-6 cf) 04 C) uj Fn 0 C-4 —j 0- —< Fr U) 0) Z cr- L9 W 0 w W CC) w > `0 Q� (0 c) 0 2 0 00 W C6 0 < 3: < w 0 C) LLI Z IC W C-4 m< cl) 0 (!) Z z < U) c/) z 2 Z 0 0 LL m LL (L 0 VI 51.3' F b z L6 F 513 [21 cq co < < 15C F 0 4 13 -4 co 6,3 74 SF 14 -i ZN z 65,374 SF W 56'— i ?; U) 51.3' u - Z 513 D 0 67 39.13' -6-0 3040- 83' * Lll- -9N TA WA Y UBLIC) IA - 24 67' 30-43, 60t84ry 39.08- ' 51.3' < 51.3' LL 6,373 SF 2 6,374 SF — 56'— V I 51.3' 51.3' cU z 3 70,247C SF OR w c\l 04 TIT 110, — — — — ------ ATTENTION: 0 1/2 1 IF THIS BAR DOES NOT MEASURE JPURDUM 1" ON 22x34 SHEET or 1/2" ON 11 xl 7 SHEET, THEN DRAWING IS EASEMENT FOR PURDUM DRAIN NOT TO SCALE DATE: March 23, 2018 PROJECT: 170270 SHEET 3 OF 4 C L L L L 19, TO FACE OF 26' BACK TO BACK I im FR'DW ; NJTRANCES PATIO r - --- - ____ L_ T -r-- PATIO DRIVEWAY DRIVEWAY 2STORY 3STORY 3STORY 2STORY ------- - ---------- 3BEDROOM 3BEDROOM 3BEDROOM 3BEDROOM 2 GARAGE 1 GARAGE 1 GARAGE 2 GARAGE -v ASPHALT PAVEMENT 3" ROLLED CURB BASE SUB -BASE GARAGES NOTE: PRIVATE ROAD SECTION 9' PAVEMENT WIDTH ADDED 4 WITH PARALLEL PARKING SCALE: NTS 2 PARKING 1 PARKING 1 PARKING .2 PARKING. PRIVATE ROAD CONN E EXISTI 2' 5' 36' 51 2' SWLK BACK TO BACK SWLK REAR -LOADED UNIT LAYOUT SCALE: 1" 20' LANDSCAPING LANDSCAPING PRIVATE OPEN SPACE 'XI ASPHALT PAVEMENT 3" ROLLED CURB BASE CONNECT TO ASE EXISTING SUB -BASE PRESSURE 2STORY 2 STORY 2 STORY 2STORY IRRIGATION PUBLIC ROAD SECTION - 50'R/W 3BEDROOM 3BEDROOM 3 BEDROOM 3BEDROOM SCALE: NTS 1GARAGE 1 GARAGE 1 GARAGE 1 GARAGE GARAGE GARAGE GARAGE GARAGE p n n z SD>- 4 14 2 PARKING 2 PARKING �. 2 PARKING 2 PARKING 0 30 F6_01 120 180 Lli _j U) + 2 ry 0 GATE FOR EMERGENCY VEHICLE ACCESS SSMH-20 RIM=2570.1' INV=2554.2' + U) U) + v v CT TO NG WATER EXTEND EXISTING W. PERUGIA STREET + V b, w h U) 4 0 4 U) yj zo V ------ 4 CP - GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE DITCH TO BE PIPED,/ -STREET C-(PRIVA-VE)- WSS �8"SS PARKING LOT - RIM=2 Ssm25H- =6�.l 2 INV_2 7. INV= 555 553. GIRR MH -02 4 RIM=2568.5' 4 INV=2564.9' 7 A APARTMENT LAYOUT (3 -HiMill �PAGE BEb]1.7 s SCALE: 1' = 20' 4 D> co 26' 4 GIRR MH -04 FTr 7 M=2567.0' INV=2563.6' R I Tf MI I I 1 L I co -STREET B -(PRIVATE)-- -�- 8"SS GIRR MH -03 SSMH-13 RIM=2566.5: "-RIM=2565.1' INV=2557.4' 4 SSMH-14 �-RIM=2566ff ELI GIRR I-1 1-05 INV=2556.0' RIM=2568 0' _GIRR w KENNEDY LATERAL TO BE --F--L----J- INV=25612' Yii (D -7 > A� PIPED < 0- w 2563.0' w ca ZIPLINE PAVILION cwn O pf -SD> 11 Ll P S>- D- 7Pl -7 .7 7777T.' PLAY AREA ------- jr-_ 1Z SSMH-12 RIM 25615 44 INV=2558.6',v" Ff- 11 lU 8"W 3" < 8"SS- -STREET A- -(PRIVATE) s SSMH-15 RIM=2564, l' S� SISIMH-02 SSMH-03 RIM=2563.9', RIM=2565.1' INV=25597' INV=2559.7* INV=2558.8' INV=2557.9' SEEPAGE ISSMH-04 4GIRR MH -07 5 BED li RIM=2564.3' RIM -2565 0' WORKOUT AREA -50'R/W- Glmm lvirl-uo RIM=2564.5' INV=2561,9�. INV=2562.0' • 4 (.P _SSMH-18 UJ INV=2553.1' W W < 2 z -RIM=2567.1' C) w U) > uj > fr 0 U) Cf) -INV=2554.9' < Of < LLJ LLL CO A 00 V U) w z <wwumu v v 26' 9. CL 3STORY w SD­ PRIVATE ROAD (K 00 co 7 0 16- 1 BEDROOM APARTMENTS il < U) w 4- 2 BEDROOM APARTMENTS 0< W� 7 GARAGES U) Z 0 W( ICFs FRONT -LOADED UNIT LAYOUT (5' z a_ U) w GI RR MH -01 w U) z SCALE: 1" = 20' RIM -2569.0' IJJ X, INV=2567.1' J) u_ LOTS 0 0 EX_ CONCRETE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE DITCH TO BE PIPED,/ -STREET C-(PRIVA-VE)- WSS �8"SS PARKING LOT - RIM=2 Ssm25H- =6�.l 2 INV_2 7. INV= 555 553. GIRR MH -02 4 RIM=2568.5' 4 INV=2564.9' 7 A APARTMENT LAYOUT (3 -HiMill �PAGE BEb]1.7 s SCALE: 1' = 20' 4 D> co 26' 4 GIRR MH -04 FTr 7 M=2567.0' INV=2563.6' R I Tf MI I I 1 L I co -STREET B -(PRIVATE)-- -�- 8"SS GIRR MH -03 SSMH-13 RIM=2566.5: "-RIM=2565.1' INV=2557.4' 4 SSMH-14 �-RIM=2566ff ELI GIRR I-1 1-05 INV=2556.0' RIM=2568 0' _GIRR w KENNEDY LATERAL TO BE --F--L----J- INV=25612' Yii (D -7 > A� PIPED < 0- w 2563.0' w ca ZIPLINE PAVILION cwn O pf -SD> 11 Ll P S>- D- 7Pl -7 .7 7777T.' PLAY AREA ------- jr-_ 1Z SSMH-12 RIM 25615 44 INV=2558.6',v" Ff- 11 lU 8"W 3" < 8"SS- -STREET A- -(PRIVATE) s SSMH-15 RIM=2564, l' S� SISIMH-02 SSMH-03 RIM=2563.9', RIM=2565.1' INV=25597' INV=2559.7* INV=2558.8' INV=2557.9' SEEPAGE ISSMH-04 4GIRR MH -07 5 BED li RIM=2564.3' RIM -2565 0' WORKOUT AREA -50'R/W- FOE WN Glmm lvirl-uo RIM=2564.5' INV=2561,9�. INV=2562.0' • INV=2556.1 aSSMH-05 RIM=2562,0 INV=2555-8' (.P RIM=2566.5' UJ INV=2553.1' W W < 2 z NEIGHBOR PROPERTY C) w 8"SS > uj > fr 0 3U) < Cf Lu LLJ LLL r- D U) w z <wwumu v v ti. 9. FOE WN 0 z _w Cr _w F., N. ENTRATA WAY „®r (PUBLIC) 24' 17yPI SSMH-07 -RIM=2564.0' INV=2554.2' A U) r3 cc (D z v SSMH-06 a.< 5 RI M=2562.8' 12 UJ -00 III =2555.1'Of ui > 0 / SEEPAGE + BED Glmm lvirl-uo RIM=2564.5' INV=2561,9�. INV=2562.0' SSMH-08 INV=2556.1 aSSMH-05 RIM=2562,0 INV=2555-8' (.P RIM=2566.5' UJ INV=2553.1' W W < 2 z NEIGHBOR PROPERTY C) w 8"SS > uj > fr 0 3U) < Cf Lu LLJ LLL r- D U) w z <wwumu v v SEEPAGE BED 9. CL w cc) m (K 00 co 7 0 A il < U) w co 0 z _w Cr _w F., N. ENTRATA WAY „®r (PUBLIC) 24' 17yPI SSMH-07 -RIM=2564.0' INV=2554.2' A U) r3 cc (D z v SSMH-06 a.< 5 RI M=2562.8' 12 UJ -00 III =2555.1'Of ui > 0 / SEEPAGE + BED Glmm lvirl-uo RIM=2564.5' INV=2561,9�. INV=2562.0' II INV=2556.1 aSSMH-05 RIM=2562,0 INV=2555-8' (.P CONNECT TO IRRIGATION SUPPLY TO EXISTING WATER CAR? W < 2 z NEIGHBOR PROPERTY C) w 8"SS > u) cnf SSMH-10 RIM=2567.5' INV=2551.7' 9 781,'NV' _8"ss R M=2565_2 I V=2552.2 COVERED PARKIN 0 SSMH-19 RIM=2560.1 INV=2554.7' COVERED PARKING SEEPAGE BED w _j RETAINING WALL I < C/) PURDAM DRAIN TO REMAIN OPEN 1, '0 S\otAAL I '' II (.P CONNECT TO 0 F \°tiff T EXISTING WATER CAR? W < 2 z AND SEWER C) w 8"SS > uj > fr 0 Cr LLJ w Cf Lu LLJ LLL r- co U) w z <wwumu v w SEEPAGE BED 9. uj w cc) m (K 00 co 7 0 EX. POWER POLE il < (TYP.) w 0 0< W� 0 U) Z 0 W( ICFs z a_ U) w U) z < u_ z1(91 I L U) w 't 0 0 < 0 m(6 W 0 Lzu D 'z�- Ld Z < L6 �z < y (1) W 2 U) w °m < r X W 0 0 Lu �: < LL Lu r-- D 00 W Z > Z3 U) clf (0 0 0 co 0 00 0 �U) 4 C6 of Q 0 ui ui Z w 2 co < (3 z LU v z ce) U) _j < TRANSIT STATION FZ -i ::D U)z z PAD w _j RETAINING WALL I < C/) PURDAM DRAIN TO REMAIN OPEN 1, '0 S\otAAL (.P 0 F \°tiff T CAR? W < 2 z Cs C) w of LLj > 0 uj > fr 0 Cr LLJ w Cf Lu LLJ LLL r- z (n U) w z <wwumu w > 0 uj w cc) m (K 00 co 7 0 il < w U) Z 0 U) LLJ tYO z1(91 I L U) w 't 0 0 < 0 m(6 W 0 Lzu D 'z�- Ld Z < L6 �z < y (1) W 2 U) w °m < r X W 0 Lu �: < LL Lu r-- D 00 W Z > Z3 U) clf (0 0 0 co 0 00 0 W C6 of < T - o < 0 ui ui Z w 2 co < (3 z LU Z0- co N:E z cy) < 0 z ce) U) _j < FZ -i ::D U)z z 0 LL 0 U- 0 z 0 U) 0 CO 0- z < co < LLJ U-) LLJ UL CL < F_ ry U. F_ Z w 0 ATTENTION: 1/2 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11 xl 7 SHEET, THEN DRAWING IS NOT TO SCALE DATE: March 23, 2018 PROJECT: 170270 SHEET 4 OF 4