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PZ - Preliminary Plat 6 W H m �SO4AL F�c PRELIMINARY PLAT FOR - °``��G°STER� GODDARD CREEK SUBDIVISION U.S.> 26 .CHINDEN ROAD N � A PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 26 v° rF 0�°pP���- "' TOWNSHIP 4 NOTH, RANGE i WEST, BOISE MERIDIAN G CARp�� V) ADA COUNTY, IDAHO W z Z a di Y z z 2 S ww ww LLJ m ~ ~ h H O ® w c� z z z z � cr 0 D' Cr W LEGEND W w ' _ ' a O p Y p Y U B -i Q Q -- - SUBDIVISION BOUNDARY 0 50 100 200 300 Ll- 4` Fw- ® ROAD RIGHT-OF-WAY o 9 Z SCALE: 1" = 100'O - -- - - - - - - - PROPOSED EASEMENT G -_a z EP EP PROPOSED EDGE OF PAVEMENT w O FOUND 5/8" IRON ROD d FOUND 1/2" IRON ROD W -- Iz ' w z SELWAY APARTMENTS 1 PROPOSED RESIDENTIAL LOT NUMBERD PROJECT SIT � 1C PROPOSED COMMON LOT NUMBER U PROPOSED BLOCK NUMBER ,�`� O = W.MCMILLAN ROAD n j U SS(4")> PROPOSED SEWER LINE SEE NOTE 6 _ $$$•j$'36"E 1157.50 _ _ W ` - � --------.-______. -W. APGAR CREEK LANE� W(4"} PROPOSED WATER LINE I ��J-Tl?1 -J 1C �'- -'---- F- SD(12")> PROPOSED STORM DRAIN LINE - 1 2 0 O PROPOSED SEWER MANHOLE I --- I - -- -- �- - _ __e 1 2 3 .4 � 6 g 7C 1 -10 G� PROPOSED STORM DRAIN MANHOLE ; 8 1 ® PROPOSED CATCH BASIN/AREA INLET i 1 - -_ - II _ _ - - - z I - --- -- - -- - ; - - �I iILI VICINITY MAP w o o PROPOSED SAND AND GREASE TRAP - F- / V SCALE: NTS 77 CD PROPOSED ASPHALT Npl LAND M 1 STORAGE UNITS: PHASE 2 i i I 13 14 15 I y / � ��0 E SG o PROPOSED CONCRETE Z i ^ (� 16C '9` I ` _ 01 �- o CL 11120 IIn z mop � PROPOSED SEEPAGE BED , w , STORAGE UNITS: PHASE 1 VI o RESIDENTIAL: PHASE 1 z O PROPOSED 2-STORY BUILDING I 10 / Q rn � I-ZJ�yt Z o 0 w Lz i I- E - RESIDENTIAL: PHASE 2 Q Q �`�.~ PROPOSED 3-STORY BUILDING Q I N I2 a 1 T�OF %�? # W -i m Z y., I ' A to �HN, SORES W °� >- N z- Q R U) ,. � -' EXISTING MAJOR CONTOUR d 1 O 1 I ; _ -- �- ----___�_____-,J 17 18 19 20 I U Q x T Q Lu EXISTING MINOR CONTOUR w ' ! _ 21C 1 W � 0 O , �+ - - - - x z > o � z d I le V) I ® I _ Z V rah Cn C) W u Q = l i o `_ _. 1 a0 22 23 24 25 b t 12 j w w 0 o O U tg ! , - - - - 0 SEE NOTE 6 27C ® Z Q o - -- - Z 3C - - -26C - - -ILI , SHEET INDEX zCN2 O O • `20.2 vMz EP FEP EP 1. TITLE SHEEP�F-L U �+' 2. NATURAL FEATURES J '" w ---- -,-� .._ S88'58'28"E 220_21' `-° Z 0 0 1 s --� /-- Q j - - - 3. LOT DIMENSIONS cn 0 LL O I �� EP EP EP EP EP S$$•5V'J6"E 1145.66' EP = C EP EP EP EP EP EP Z u- NOTES: W. MCMILLAN ROAD 4. PRELIMINARY UTILITY/SITE PLAN ov a 0 566.39 BRIDGETOWER CROSSING rz O W 1. COMMON LOTS 1 C AND 3C, BLOCK 1 ARE TO BE OWNED AND MAINTAINED - V) BY THE GODDARD CREEK BUSINESS OWNER ASSOCIATION. EASEMENT LINE TABLE CURVE TABLE W --- - 2. COMMON LOTS 7C,16C, 21C, 26C, AND 27C, BLOCK 2 ARE TO BE OWNED LINE BEARING DISTANCE CURVE LENGTH RADIUS DELTA BEARING CHORD o AND MAINTAINED BY THE GODDARD CREEK RESIDENTIAL ASSOCIATION. L1 SO'31'17"W 107.36' Cl 7.85' 30.00' 15'00'00" N8'06'33"E 7.83' F-- L2 S15'36'33"W 96.54' C2 131.95' 252.01' 30'00'00" SO'36'33"W 130.45' z U 3. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD 0 ZONE L3 S14'23'27"E 58.02' 0 ry L4 NO'37'26"E 48.36' U Of 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT L5 SO'37'26"W 5.00' z TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION OR AN NO'37'26"E 25.00' APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR L6 Q PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING vi NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION SITE DATA FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A W NUISANCE AT THE TIME THE OPERATION BEGAN, PROVIDED, THAT THE RESIDENTIAL (R-40): AREA AND LOT SUMMARY PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE 0 m c� RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY DEVELOPER ACREAGE SUMMARY LL- NUMBER OF DWELLING STORAGE (CO: AREA AND LOT SUMMARY;Z AGRICULTURAL OPERATION OR APPURTENANCE TO IT." LOT TYPE LOTS UNITS AREA (AC) % OF TOTAL BPX COMMERCIAL CONSTRUCTION INC. TOTAL = 12.38 AC �. BRIAN PORTER PROPOSED STORAGE UNITS = 7.38 AC (� O 5. THIS PROPERTY IS PROVIDED IRRIGATION SERVICES BY SETTLERS IRRIGATION NUMBER OF % OF 3057 E. RED TAIL DRIVE PROPOSED RESIDENTIAL = 5.00 AC J W DISTRICT AND THE OWNER HAS COMPLIED WITH THE IDAHO CODE TOTAL SECTION RESIDENTIAL 22 82 2.69 53.80% LOT TYPE AREA (AC) EAGLE ID 83616 R/W DEDICATED = 0.97 AC W 31-3805 AS IT PERTAINS TO IRRIGATION WATER. THE IRRIGATION SYSTEM COMMON 5 N/A 1.93 38.60X LOTS (916)955-6999 OPEN SPACE REQUIRED = 1.26 AC O SHALL BE OWNED AND MAINTAINED BY SETTLERS IRRIGATION DISTRICT. COMMERCIAL 1 6.01 81.44X OPEN SPACE PROVIDED =1.57 AC THREE CONNECTION POINTS WERE PROVIDED WITH SELWAY APARTMENTS TO RIGHT OF WAY DEDICATED N/A N/A 0.38 7.60% y- W un ly- THIS PROPERTY. TOTAL 27 82 5.00 100X COMMON 2 0.78 1o.57X OWNER ZONING � W W Ld W RIGHT OF WAY DEDICATED N/A 0.59 7.99X TRUSTEES OF THE GIBSON FAMILY REVOCABLE LIVING TRUST 'mil ce O DANIEL AND CAROLYN GIBSON PROPOSED STORAGE UNITS = CC z 6. CONNECTION IS FOR EMERGENCY PURPOSES ONLY AND WILL NOT BE OPEN PROPOSED DENSITY 16.5 DU/AC TOTAL 3 7.38 10oX 2780 W. MCMILLAN ROAD PROPOSED RESIDENTIAL = R-40 cl- TO THE PUBLIC. MERIDIAN, ID 83646 2 U r SETBACKS J 7. STREET DRAINAGE WILL BE ROUTED IN CURB AND GUTTER TO THE STORM PLANNER R-40: REAR = 12' LLW N SYSTEM. STORM DRAINAGE WILL BE DESIGNED IN ACCORDANCE WITH THE RESIDENTIAL (R-40): PARKING AND INTERIOR = 3' F-- CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES FOR IDAHO T-0 ENGINEERS , z STORAGE (CC): PARKING COUNT SHON PARKS, LA STREET TO GARAGE = 2 W CITIES AND COUNTIES AND THE ADA COUNTY HIGHWAY DISTRICT. BICYCLE COUNT 2471 S. TITANIUM PLACE STREET TO LIVING = 10' MERIDIAN, ID 83642 REQUIRED PROVIDED REQUIRED PROVIDED (208)323-2288 CC: N/A N 8. DIRECT LOT ACCESS TO W. MCMILLAN ROAD, N. GODDARD CREEK WAY, AND PARKING STALL 164 203 m W. SELWAY RAPIDS LANE IS PROHIBITED FOR RESIDENTIAL LOTS. PARKING STALL/GARAGE 5 6 ROADWAY JURISDICTION o ADA PARKING STALL 4 4 ENGINEER ADA COUNTY HIGHWAY DISTRICT ADA PARKING STALL 1 1 BICYCLE STALL 8 9 T-0 ENGINEERS W = 9. PROJECT IS PROPOSED IN FOUR PHASES. JOHN CARPENTER, PE '- NAMPA, pR0 83 87E WAY SUITE 101 SEWER AND WATER PROVIDER cri W RESIDENTIAL: BUILDING (208) 442-6300 CITY OF MERIDIAN SEWER AND WATER o W \or/ AND LOT SIZE SURVEYOR FIRE DISTRICT g W 2-STORY SQUARE FOOTAGE (SF) 1,350 T-0 ENGINEERS MERIDIAN FIRE DISTRICT W KEVIN SORENSEN, PLS O 3-STORY SQUARE FOOTAGE (SF) 1,620 332 N. BROADMORE WAY SUITE 101 NAMPA, ID 83687 IRRIGATION DISTRICT W W MINIMUM BUILDABLE LOT (SF) 3.084 (208) 442-6300 SETTLERS IRRIGATION c0 o O MAXIMUM BUILABLE LOT (SF) 6,950 DATE: JANUARY 16,2017 N AVERAGE BUILDABLE LOT (SF) 5,430 PROJECT: 160210 a OM O SHEET 1 OF 4 J f� Ld II- �\CEN SG'A PRELIMINARY PLAT FOR LEG o END 112Q GODDARD CREEK SUBDIVISION p FOUND 5/8" IRON ROD sgoF OF 5 ����N. S N A PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 26 • FOUND 1/2" IRON ROD N TOWNSHIP 4 NOTH, RANGE 1 WEST, BOISE MERIDIAN .- 25g0 EXISTING MAJOR CONTOUR cn ADA COUNTY, IDAHO m � z z W w 2017 EXISTING MINOR CONTOUR o Lv ¢ o Y Y o z W z Z p EXISTING BOUNDARY w N z z z z Y o p C� 71, EXISTING EDGE OF PAVEMENT w cn co = Y a Y O W p Y p Y U Q EXISTING EDGE OF GRAVEL I EXISTING PRESSURE IRRIGATION w L� w EXISTING WATER MAIN O 0 25 50 100 150 p Z S EXISTING SEWER MAIN O ,. ® EXISTING SEWER MANHOLE SCALE: 1 = 50 QM EXISTING MONITOR WELL Ld "" EXISTING WATER VALVE 'Z EXISTING DECIDUOUS TREE EXISTING BLUE SPRUCE TREE O U LL- w EXISTING PINE TREE w CL Cn EXISTING DECIDUOUS SHRUB O t— : u Z —J LLJ O ,�1 ; Z C� SSWR MH: ,M".a N Z o o o u i O 6" PVC PIPE 7 W 3 W z Q� IE OUT = 2552.72' a m Z IN CENTER = 2552.81 9" Po ° p W . } N N aCL SUMP = 2553.57LLJ '. ('; Ex-1 P1 °1 " Z Q a W. APGAR CREEK LANE �, w p � LL — — — / Y W> ado w ° � °� p p EXISTING FENCE f s ® w w O M O R Po " C 00 Z i J op " °' ....Yr ..1i P1 °1 saTiYsi7� /ng6J^ Q N O 1i r = _ - _ / _ ! 2561 -- - `�\\ STORM DRAINAGE r'i `/ -`� 0 W m SSWR MH: - �` �\ MANHOLE Z Q S O i 1 I 6" PVC PIPE 1 1 -- 2562 Z IE IN = 2552.21' / ,. ```� i �' � z N 2 N z �' w MQ 4 o O I I IN CENTER = 2552.26' ; ?S6 Z o f SUMP = 2552.89 ,' I , < jlj r w O ti O a 0 I ' p 1 I 30' MCMILLAN 20' SEWER EASEMENT 1 I w LATERAL EASEMENT 1 II - ``Jw\ /.' EXISTING FENCE I N , O f� I I . _ I 1 Ld [1` IRRIGATION MH: } 3.00' REINFORCED CONC. PIPE ZQ IE NORTH = 2556.44 IE SOUTH = 2556.52' SUMP = 2556.59' i 1 I BLDG POWER POLE / /� Ln LLJ \ / W Ld LL vi W i =_ 1 I BARN i W ■ /� i 1 I BLDG W O I i ; POWER LL POLE POWER BLDG i� , A W Q w SSWR MH: I 1 I i r L� POLE [� / ( O Z 6" PVC PIPE I ' r 6" O IE IN = 2550.70 I 25 C Y� CL IE OUT = 2550.64' i I i �� HOUSELLJ IN CENTER = 2550.76' = SUMP = 2551.37' ' Lu Q � POWER POLE I i � \` `i w � POWER POLE Li Ny \ ---.— POWER POLE + 1 \\\\ -' ` - �- I m �` ____ -"---\�\�\11 r('///,/ ------------- PUMP STATION Z (SETTLERS IRRIGATION) I / ��� � ABANDONED DITCH --- -- — - ( _x--x—x— /( --- _._-____.___ .. ,--- -- _\ \ �_= _ix—x--._x—x—x—x—x—x Cs7 r � x.__x>—xr�. �_..___- Y�x—x—x—x—x—x«x—x (n -- jimz7 -- - I w w w w w w w w \ w w " w -mw_ w w POWER POLE_-- - --- - f�' w w w 6 w w w w w w w'" ter— _- � . +.®ssi.... r. . — �_ N w - SSWR MH: - F Z as 6" PVC PIPE SSWR MH: W. MCMILLAN ROAD W w IE IN = 2550.43' a O IE = 2550.52' SSWR MH: IE OUT = 2550.30 IE = 2551.45' W FI SUMP = 2550.99' c0 DATE: JANUARY 16,2017 o O PROJECT: 160210 a CV N' O SHEET 2 OF 4 �I w m otAAL EN LEGEND ° �G\ST�R�c�lll Of PRELIMINARY PLAT FOR GODDARD CREEK SUBDIVISION -- -- SUBDIVISION BOUNDARY v T ryilr -- ROAD RIGHT-OF-WAY 0 F \ - —— — — —— — — - PROPOSED EASEMENT CAR? � A PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 26 � U' TOWNSHIP 4 NOTH, RANGE 1 WEST, BOISE MERIDIAN rr- er PROPOSED EDGE OF PAVEMENT V) ADA COUNTY, IDAHO Q FOUND 5/8" IRON ROD w m � � w w LW ZO1/ Q U O Y Y Z Z FOUND 1/2" IRON ROD w o z z z W 1 PROPOSED RESIDENTIAL LOT NUMBER w CO w U)i Lnn w u a v p Y p Y V -i Q � O 1C PROPOSED COMMON LOT NUMBER I PROPOSED BLOCK NUMBER w LL- O 0 25 50 100 150 SS(4")> PROPOSED SEWER LINE o Z W(4") PROPOSED WATER LINE O c%i SCALE: 1" = 50' SD(12")> PROPOSED STORM DRAIN LINE m ® PROPOSED SEWER MANHOLE a- OO PROPOSED STORM DRAIN MANHOLE w EASEMENT LINE TABLE CURVE TABLE ON PROPOSED CATCH BASIN/AREA INLET LINE BEARING DISTANCE CURVE LENGTH RADIUS DELTA BEARING CHORD PROPOSED SAND AND GREASE TRAP L1 SO'31'17"W 107.36' Cl 7.85' 30.00' 15'00'00" N8'06'33"E 7.83' PROPOSED ASPHALT Z U L2 S15'36'33"W 96.54' C2 131.95' 252.01' 30'00'00" SO'36'33"W 130.45' PROPOSED CONCRETE E5 w L3 S14'23'27"E 58.02' _ - > PROPOSED SEEPAGE BED w N L4 NO'37'26"E 48.36' PROPOSED 2-STORY BUILDING L5 SO'37'26"W 5.00' PROPOSED 3-STORY BUILDING F--F L6 NO'37'26"E 25.00' V) F- Z w F- u u € z o OU W z W Z Nry "' 0 0 < Oz cr$ aoZ E� W W ¢ wZY z Z \ a o wo0 � a \� coQ f a w w ZONE: R-4 z O SELWAY APARTMENTS —W. APGAR CREEK LANE } " S88'58'36�E 1157.50' - rj " "1"�" ---------------------------- W Qf " I J Z I ' N tC o rt" - - - -- -- - - -- -- -- -- 17037 SF 681' IN 15] - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - — — O I,J 65' 50' 50' 73' 48' 31' - Q -- --- -- - - - - 7 - - --- -- -- - r` = i I - - - - - -- 0, O ap o O i I I 1 _ ( z a 1 2 os � 4 5 ,_ J z cy < o p I I d 5123 SF 5123 SF ^ 3940 SF 3940 SF 5751 SF ^ 3084 SF 7C I z M Z 00 t= i I 13010 S `n 8 I N a U i 1 i ( 6950 SF r I • = z w I 65' 50' 50' I I z O v 65' 73' 31' I O = LL m 1 20' EXISTING O 30' EXISTING MCMILLAN i I SEWER EASEMENT LANDSCAPE I 25' I ' a � EASEMENT LATERAL EASEMENT i I I 72' ( r- w I 1 47' 66' 65' 88' 108' / U cn Li I / 15• ( 0013 r- 14 '°�° i5 0D co 6344 SF O i U w ' I-- 5148 SF 5070 SF 6833 SF z Z) I / 16C p � 0' 1 ZONE: CC I I 66' 65' 88' 25085 SF o 04 Li i d i I BOUNDARY LINE I 74' / / tA Z I; 2 BETWEEN ZONES I-n I ZONE: R-40 � / >,, Z ®0-4 1 ' 261707 SF i 00 I (PROPOSED 16.5 DU/AC) < rA ; 10 � � / z (/j w A� I 0 i i I 146' 67' 65' 65' 66' 50' 4875 SF I / 0 � ' , � I I N I W ►� w V) z I I j o� 74' I � �" V ILL z° 17 00 1$ °° � 20 '00 U 5193 SF 5038 SF 5038 SF 5115SFn Q MOw I Z O OI I (J') I I 67' 65' 65' 66. 4810 SF , Q � � 0 21C t I I A a >- W 1,.1,.I I 21623 SF 0 w W I , i 74' , LLI i ' i 65' 6T 80' 80' O 1 Z U Lij = 1 I PROPOSED ADJUSTED I 1 F- 1 i I EASEMENT FOR SEWER I r 5070 SF 23 N 24 � 25 h ao 00 2 0° J O 1 I ��` 5226 SF 6253 SF 6240 SF 6562 SF w V) , I 27C ` �. F- i — - - -`� - - - - 677_ I 302�.i 1 8 SF - - - -- -- -- -- - -- - - -- - - I 15' 65' 67' -- -- - - - -- - - - - - -80'— 52' 74' Z — — 3C i i - - - -- - - - - - - - - - - 80 - - -- - - - -- --- - - 35 N i I Rlr -- iw-`-- Rn• -- .Ar __ -- -16933 677' I N N I — — — 26C 1 1 N ' "�' -- N - RIMS 11712 SF Q — —_ 4ti y .� 220.22 w N88 58 46"W -� Z i I RIGHT OF WAY RIE arMr -- R/u -- R/► -- - .�--�.. , -- ®-® o EP Ep @ Ep � � � W Er � a � � DEDICATED TO ACHD EP —EP--- _ 0 = �_ I EP EP EP EP EP EP EP � EP - EP - EP f EP Ep EP E EP EP EP EP EP P EP EP EP EP EP EP EP EP EP EP-J ---��� "ram-G�.'���S@r�ai EP EP EP EXISTINGS88'S8 46 E 220.21' ~ M J _ ACHD ROW � Q Q 2 —EP ��---EP EP EP EP EP EP EP EP /�EP EP EP EP SS_V•5V'46"E 1145.66'-gyp Ep EP EP EP EP EP EP EP EP EP EP EP EP EP EP Ep -- _� z I W. MCMILLAN ROAD a.W W BRIDGE-TOWER CROSSING a O I w DATE: JANUARY 16,2017 PROJECT: 160210 a O s U SHEET 3 LOFJ4 J p W I_- m �S�pNAL FNG 0 �� �G\STE, �O PRELIMINARY PLAT FOR GODDARD CREEK SUBDIVISION LEGEND N� cef __ 0 Z A PORTION OF THE SE V4 OF THE SW V4 OF SECTION 26 -- -- SUBDIVISION BOUNDARY tiG CARp��� a Q z TOWNSHIP 4 NOTH, RANGE 1 WEST, BOISE MERIDIAN a. -- ROAD RIGHT-OF-WAY d w } ADA COUNTY, IDAHO - -- -- - - -- - PROPOSED EASEMENT g = _ it w m t_- F- w w Z m 38' DEDICATED ACHD R/W 17 EP EP PROPOSED EDGE OF PAVEMENT Q U o Y Y z o z z ? a 25, O FOUND 5/8" IRON ROD j � 3 v < � a LLJrj) cn U) U U W Y Y U E z PROPOSED COMMON LOT • FOUND 1/2" IRON ROD a < O F 16 9' U 12' 13' 4' 3• SHOULDER VARIES 5' 1 PROPOSED RESIDENTIAL LOT NUMBER SEE SHEET 3 EXISTING CANAL EXISTING ASPHALT EXISTING ASPHALT WIDEN ( ) p EAST BOUND WEST BOUND LANE 1C < 0 25 50 100 150 PROPOSED COMMON LOT NUMBER (SEE SHEET 3) p PROPOSED BLOCK NUMBER (SEE SHEET 3) to SS(4")> SCALE: 1" = 50' PROPOSED SEWER LINE PROPOSED WATER LINE LLJ Z EXISTING DIRT DRAINAGE 20' 26' 20' SD(12- > PROPOSED STORM DRAIN LINE w SHOULDER SCALE SIDEWALK TO FACE OF GARAGE BACK TO BACK TO FACE OF GARAGE ® PROPOSED SEWER MANHOLE 12.5' 12.5' ® PROPOSED STORM DRAIN MANHOLE WEST MCMILLAN ROAD IMPROVEMENT 1 TRAVEL LANE TRAVEL LANE ® PROPOSED CATCH BASIN/AREA INLET z U DRIVEWAY DRIVEWAY 0 U SCALE: NTS 4 i' ..---- -----�.. ® PROPOSED SAND AND GREASE TRAP U) Ld ►: > • PROPOSED ASPHALT w PROPOSED CONCRETE ASPHALT PAVEMENT � 3" ROLLED CURB -_ '--''� BASE -=- '� PROPOSED SEEPAGE BED t=- SUB-BASE PROPOSED 2-STORY BUILDING V Q r� PROPOSED 3-STORY BUILDING w RESIDENTIAL TYPICAL ROAD SECTION 2 O SCALE: NTS o U Z N U) W 3 �— N w Qo 's 0 o ui O W z �_ ui z Z Q z p/ r•.� W w co w a 0 LAJ W } N N Qua SEWER MH Z o � L9 < w �-+ w �n a � RIM = 2564.00' ��'1n1 >- � " o V) � r-a� 3 IE = 2554.60' 1� w w Z f: P PI PI P PI � 0 � U (n EMERGENCY CONNECT TO EXISTING WATER MAINC ! -t:... . SUBDIVISION MONUMENT SIGN y o CONNECT TO PEXISTING WATER MAIN U) 00 r Pi ACCESS - _ —P SELWAY APARTMENTS W Of ° _ - -- --- __1 --� 1 -- PI PI .Pi / -- .: W - PI P w t� I - --- �.�- PI -- N 5 z S o I F- s---- --- --- -- - �' --- --=----=----=------ -- PI P, W. APGAR CREEK LANE ;r, , WIDE w ® _ m Q c� INSTALL GATE 20 Lo Z IZ `° Z I N SEE LANDSCAPE PLAN ''_° � r Z N 2 a z I �• w O '- -- - - - - D M Z O — a U SEWER 20'� „ - -- - r a EASEMENT Li - - - _ z w » w --W 8" w -. t- �_- - z f e 1 Z U I --— —< — ( ) w w w 3 3 • U) SD(12 )- �i- -------- —_-_ w w w 15', ' LL Z 0 O w a. y sn —SD 1 ") _. N 2 >_—_ _ ; TFFTr- 0 SEWER MH T- - a 3 o RIM 2563A0' wT1 i i I I IJ v I I I I-T Ljj O -:�--_._.--�-_ EP - - - 12 SEWER MH .. p :: •.��. :, '�:�". r RIM 2563 50' IE - 2554.10' / FIELD / / s 0 I - I � I I i SEEPAGE: � s � / � 7 W� I i r B D r L- i � 1 I 00 << i a - SD(12")> ar r , _^ _ - BE^ '-___' -. -<SD(12 )_-' "so _ I 1 i -- -r� r;'L Yam=-- - — — — �. .�.—.— ...- —-�.. .1 N 1 a '.I+ .� / .. - vi II -u. _.. I7�-- .. .__.- i —:— — — — — —.� 6 / I — co w i 25'1FTT i f 'LAWN/SEEPAGE BED I s ',,y o -SD(12")> I - -- - - - - -- - - -.- - - tr.. I-� - - .) 9 / d ® W Z i I 10' ; � `- !`; '= '. PLAYGROUND J W � � ZV) \ L L-j-L 11, 10'- < CL " I � r� i `-=ice--_— ----- --SD(12 ) --- r '-. . . - -- - --^:_-----=----r-----�---- I O V� i AGE-BE - -- - S (12'� -- -�-=N --- _ -- -� ; i 1 _ _- - _ — _ . :. _ I ` � - 1 - ' EWER MH Q �- I _ .. W RIM = 2563.00 �r ui 1 I : I IE OUT = 255LAJ4.90' ` �.;;ry r,< ., rA Q Oi z - r. • �— I •y A W I I � F w w �W 8 w n 43 � w ( ) uj 1 - _ -• - _ - - - B 1 C.7 Q e r,• 1 _ — W _ -- MANAGEMENT OFFICE i'�'� _ - I » --_ _ t ' Y'. "� .. I SEWER MH C� ( rY" cn i �- 1 - -.- - 't. _ � RIM 2566.00 � w i S S -- w w » cn IE = 2553.00' -- — w W(8 ) w w w 15 �Z 10 I `• a0 1 I i 1 Lu ® I ti O 20 r' N 4 I I Rlr -- R/M - r -- f. f.•. X, i 'v .:i'-. .f:. In s CL w BUSINESS SIGNAGE CL 1 w I RIGHT OF WAY _ �' -- -- �► _ ,y„ _- ,w, _ 3 EP er Er N PROPOSED EDGE . • f Z EP y EP °P EP Ep EP Ep EP � EP Ep E Eao DEDICATED TO ACHD _�-OF PAVEMENT 6 EP EP EP— - ' - -•- - -- -- - o ''^^ I w w �' EP EP M Ep Ep EP Ep s --�.Giv- -ems 5�. V W w EP EP EP EP Ep 00RIGHT W W EP EP DEDICATED DYTO ACHD ACCESS EXISTING ACHD ROW - - M -7Fy��-'fi- W W W -__wr W W W EP EP EP EP EP M EMERGENCY w - - -s . �- w w w W W W W— W S S S --'�.r- �� r '� - W-ss- W W w w W w w o EP EQ�-EP EP EP EP EP EP EP EP -+ S -Z --S C W \ EP EP EP EP EP EP EP J W ! �-•f EP EP EP LP EP EP-. -EP EP EP EP EP EP EP EP _ ~ I CONNECT TO EXISTING WATER MAIN EP EP EP W. MCMILLAN ROAD CONNECT TO EXISTING SEWER CONNECT TO EXISTING WATER MAIN DATE: JANUARY 16,2017 SEWER MH RIM = 2565.77' PROJECT: 160210 �' BRIDGETOWER CROSSING IE = 2565.77' m O 0 SHEET 4 OF 4