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PZ - Site Plan oU � a goo MERIDIAN KLEIN HUIS woo PREPARED FOR: o ALPHA DEVELOPMENT GROUP Q o LOCATED IN: zW �w MERIDIAN, IDAHO W � Q 1.84 OVERLAND ROAD / AD 0 o p �j __ ® �oNAL f ¢ p Q N O c— c _- `�LffA M FLO VICTORY ROAD L--� r � PROJECT LOCATION I I , ® Sheet List Table Sheet Number Sheet Title AMITY ROAD C1 COVER SHEET I I C2 OVERALL SITE PLAN VICINITY MAP C2.1 SITE PLAN NTS C2.2 SITE PLAN F—7 I C2.3 SITE PLAN 11,1111-0 0 Z V1 v / 0 El I n U I I I I I I I I � I J SITE MAP GENERAL NOTES ENGINEER'S NOTES TO CONTRACTOR CONTACTS m 1. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES,CONDUITS OR STRUCTURES a LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS,TO THE BEST OF ENGINEER&SURVEYOR o CONSTRUCTION,AND REPORT ANY DISCREPANCIES TO THE ENGINEER. OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE FOCUS ENGINEERING&SURVEYING,LLC H CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES 6949 S.HIGH TECH DRIVE SUITE 200 UTAH 84047 2. ANY AND ALL DISCREPANCIES IN THESE PLANS ARE TO BE BROUGHT TO SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY MIDVALE, w � THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. IF (801)352-0075 q UTILITY LINES ARE ENCOUNTERED DURING CONSTRUCTION THAT ARE NOT IDENTIFIED BY THESE PLANS, PROJECT MANAGER:JACOB HOLMES N 3. ALL CONSTRUCTION SHALL ADHERE TO MERIDIAN AND ISPWC CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. E STANDARD PLANS AND SPECIFICATIONS. I U a 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE OWNER DEVELOPER N 4. ALL UTILITIES AND ROAD IMPROVEMENTS SHOWN ON THE PLANS CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL ALPHA DEVELOPMENT GROUP r 166 HEREIN SHALL BE CONSTRUCTED USING REFERENCE TO SURVEY PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED EAST SOUTH,SUITE#110 DRAPER, APER,UTAH 84020 � CONSTRUCTION STAKES PLACED UNDER THE SUPERVISION OF A TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE ¢ 3 (801)708-7048 q PROFESSIONAL LICENSED SURVEYOR WITH A CURRENT LICENSE ISSUED BY CITY,THE OWNER,AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN j a THE STATE OF IDAHO. ANY IMPROVEMENTS INSTALLED BY ANY OTHER CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY ARISING CONTACT:BRAD WATSON VERTICAL OR HORIZONTAL REFERENCE WILL NOT BE ACCEPTED OR FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CERTIFIED BY THE ENGINEER OF RECORD. m 3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE 6 5. THIS DRAWING SET IS SCALED TO BE PRINTED ON A 24"X 36" SIZE OF RESPONSIBLE FOR,OR LIABLE FOR,UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES PAPER(ARCH.D).IF PRINTED ON A SMALLER PAPER SIZE,THE DRAWING WILL TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. I = NOT BE TO SCALE AND SHOULD NOT BE USED TO SCALE MEASUREMENTS FROM THE PAPER DRAWING. ALSO USE CAUTION,AS THERE MAY BE TEXT OR 4. ALL CONTOUR LINES SHOWN ON THE PLANS ARE AN INTERPRETATION BY CAD SOFTWARE OF FIELD S COVER SHEET DETAIL THAT MAY BE OVERLOOKED DUE TO THE SMALL SIZE OF THE SURVEY WORK PERFORMED BY A LICENSED SURVEYOR. DUE TO THE POTENTIAL DIFFERENCES IN 4 DRAWING. INTERPRETATION OF CONTOURS BY VARIOUS TYPES OF GRADING SOFTWARE BY OTHER ENGINEERS OR CONTRACTORS,FOCUS DOES NOT GUARANTEE OR WARRANTY THE ACCURACY OF SUCH LINEWORK.FOR NOTICE THIS REASON,FOCUS WILL NOT PROVIDE ANY GRADING CONTOURS IN CAD FOR ANY TYPE OF USE BY THE GRAPHIC SCALE 77 CONTRACTOR. SPOT ELEVATIONS AND PROFILE ELEVATIONS SHOWN IN THE DESIGN DRAWINGS GOVERN Scale: 1_100' 7— JMH 2 BEFORE PROCEEDING WITH THIS WORK,THE CONTRACTOR SHALL CAREFULLY ALL DESIGN INFORMATION ILLUSTRATED ON THE APPROVED CONSTRUCTION SET. CONSTRUCTION oo o so ioo 00 °° Date: lob#: U CHECK AND VERIFY ALL CONDITIONS,QUANTITIES,DIMENSIONS,AND GRADE EXPERTISE AND JUDGMENT BY THE CONTRACTOR IS ANTICIPATED BY THE ENGINEER TO COMPLETE 8/2/2022 22-0093 fo 0 ELEVATIONS,AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER. BUILD-OUT OF THE INTENDED IMPROVEMENTS. Know whars below. Sheet: N Call M before you dig. (IN FEET) 1 1 inch= 100 ft. C 1 J ° U _ STRADA BELLISSIMA I a _ _ = SUBDIVISION NO 2 1 p O _ ZONE:R-4 N " 25o:00 — — — —__ -—_— _ LEGEND �^ iz w BOUNDARY // _ _ ®® ROW rx ° ' — RY R pA CENTERLINE p CEO a _ _ - __ I �y /p9 —————— EASEMENT 1s SD ------ "STORMDRAIN Q U V qi — _ Ex iz W __ ass 8"SANITARY SEWER / R=100.00 -18°32'50" — _ — _ ----_- 0 w aw 8"POTABLE WATER L=32.37 — � _ \ 8 sw 8^PRESSURE IRRIGATION (7 H i CH=N58°53'49"E 32.23 __—__ x Rea \\ I xxxx CONTOURMAJOR xxxx Ex SD EXIST. — — — STORM DRAIN / W __ 89�� v C2.1 2. ----- _ — 3 \ \ S50°21'37"E Ex ss —EXIST.SANITARY SEWER •,J` — Ex w EXIST.POTABLE WATER / ! \ ss e 9,g 41.63 I x x x EXIST.FENCE " i " 7 I _____(XXXX)____________ EXIST.CONTOUR MAJOR r� STRADA BELLISSIMA XXXX)------------ EXIST.CONTOUR MINOR SUBDIVISION NO 1 I T T SIGN W R=334.96 \ \ ------------( d=15°-88 18 \` ZONE L-O I STREETLIGHT / = — CH=S57°54'06"E 87.93 \ S39°38'23"W, I © Oo SD MH,INLET,AND COMBO _ / A �—_ �•• � �� 24.99' �� w SO, sEWERMANxoLE NA L e FA rT CULINARY VALVE,TEE&BEND : 3_a SSB Ex 2 w I N FT� 1; SECONDARY VALVE,TEE&BEND " N89°21'45"W 434.41' \y wATERBLow-OFF a �o L-------- — — — — — — n — oHP _ _-� -_ - _ _ - _ _ __ \ _ __ __�_\\\ FIRE HYDRANT — — � I — oHP _,. - - — � o STREET MONUMENT(TO BE SET) l EXIST.STREET MONUMENT B LL a 97. ==y 87.49' El m EXI ST.sD INLET&MH CLNgS M, R� 1 I O EXIST.SEWER MH \ 1 EXIST.VALVE,TEE,,',BEND R=318.31 149.95 4995 \ \1 R? EXIST.FIRE HYDRANT I 1 I 8=16"0121" \ S44°19'54"E w oxxxx.xx SPOT ELEVATION a w — — — — — E.8 w L=89.01 \� 28.24' I 1 Ex SS +p n CH=S52"47'19"E 88.72 / J SITE INFO: 1 I 1 ��� \\\ J 1 I • CURRENT ZONE: RUT • PROPOSED ZONE: R-15 S 12251C1E0160 \\ � \\ I ZONE:RUT 1 i 1 m 1 \ \ \\ i 1 I • LOT SIZE: 16.8 ACRES W • BUILDING COVER: 4.2 ACRES t o I n I \ \ 1 C) I I \ ° a \ I ZI ss as 1 \a \ I 1 w I I C2.2 I I \\ 1 1 I I II~ 1 RED WING SUBDIVISION II \ I ZONE R-15 1 9 1 1 I 1.4 --M -- I ass I 1 PARCEL# R5672060330 1 ZONE:R-8 ` \ ` \ s 1 C2.3 ;I 11 \ I " I I z 1 \ \ 1 1 I 1 1 R56720 0340 yo, \\\ I 1 I 11 I I 01 r I ZONE:R-8 sS Me 1 1 �� IF F 1 PARCEM R5672060345 � A 1 ZONE:R-8 \ \ 1 I _ \1•S8g2� \ \ I 1 I I 1 1 1 1 PARCEL# \ F R5672060350 \ \ \\ 1 \ ZONE:R-8 PARCEL# \ \ \1 RZ 0355 ONE:ZONE:R-8 PARCEL#. R5672060360 1 P ZONE:R-8 a L \\ \ \ \ \\\ I 1 1 CAVEN RIDGE ESTATES SUBDIVISION NO 0 O o 7M M l �\� \ II I ZONE:R-8 PARCEL# \ R5672060365 III I — U > ZONE:R-8 \\ ash, PARCEL# \ \� _ - n N ess 1 R5672060370 ZONE:R-8 �O E 1 \ \ \ 1 PARCEL# R5672060375 ZONE:R-8 \ ` r & sw PARCEL# R5672060380 \\ I I 1 U] q \ ZONE:R-8 `�\ .F 1 I > rn PARCEL# \ \ � J` 1 1 R56720 GRAPHIC SCALE \ 60385\ � 1 \ ZONE:R-8 \ \ O 1 60 � � 1 0 30 60 120 240 � s GRAPHIC F i .8 I _ \R5672060390 ��\ 1 ss ZONE:R-8 1 I (IN FEET) OVERALL SITE SITE 1 1 1 1 1 inch= 60 ft. PLAN I I Scale: 1"-60' Dawn: TMII Date: 8/2/2022 22-0093 0 Know what's below. Sheet: Call 811 before you dig. C'2 oU � a 8 goo s23 UNIT MIX: W LEGEND r�-I 53 I' W � � 2— UNIT TYPE COUNT REQ'D STALLS REQ'D COVERED STALLS BOUNDARY >ROW 3/az 1-BR 20 30 20 CENTERLINE 2-BR 60 120 60 N LOT LINE 3-BR 42 84 42 I is SD 15 STORM DRAIN Z x v I-BEDROOM UNIT(DOUBLE) 3-BR(GARAGE) 12 24 12 SANITARY ANITA YSE ERR U 8w 8" T w N.T.S. VISITOR 14 0 2-BEDROOM UNIT 8sw 8"PRESSUREIRRIGATION i�" N.T.S. TOTAL 134 272 134 \ ` XXXX CONTOURMINOR / — — — — E E Ex SD SS —EXIST.SANITARY SEWER Ex EXIST.STORM DRAIN x w EXIST.POTABLE WATER „J TOTAL PARKING STALLS PROVIDED: 284 ,.� � � Q TOTAL COVERED STALLS PROVIDED: 134 ADA PARKING STALLS PROVIDED: 8 x x x EXIST.FENCE (XXXX)____________ EXIST.CONTOUR MAJOR sa.e6' ________—__(XXXX)____________ EXIST.CONTOUR MINOR 46.19' 9' SIGN S * STREET LIGHT Q OO © SD ME,INLET,AND COMBO Q SEWER MANHOLE 3-BEDROOM UNIT N rA 1; SECONDARY VALVE,TEE&BEND O 2� 3-BEDROOM UNIT T rT CULINARY VALVE,TEE&BEND \O E L FNC/ N.T.S. WITH ATTACHED GARAGE GRAPHIC SCALE WATERBLOW-OFF A N.T.S. 30 a 1s 30 60 12o a O FIRE HYDRANT I STREET MONUMENT(TO BE SET) 0(IN FEET) EXIST.STREET MONUMENT �rF OF \OP (V 1 inch= 30 ff. O ❑ m EXIST.SO INLET&MIT qg M. FLO (7 EXIST.SEWER MIT :aIT I EXIST.VALVE,TEE,&BEND R? EXIST.FIRE HYDRANT o XXXX.XX SPOT ELEVATION V L i ___---___--_ Ex 12W Ex 12w ��� -����- _ EXISTING 12"WATER APPROXIMATE Ex 12W �� - _ ��_ LOCATION E VICT O ORYRAD — — _ 10'CONCRETE PATH � x x x -------- ------- Ex i2 w X ^ CANAL CENTERLINE - �j FENCE TO BE - _ x1211 REMOVED(TYP) 15"STORM YPP)i CANAL DRAIN(T EASEMENT 8"WATER(TYP) xX R28.0' _ 8"SEWER(TYP) x l } // ^ _ } X X BRIDGE TO BE DESIGNED ISING FENCE 54.0' % %i / / .(/- / / EXT /// TO REMOVED R4.5' UTILITY EASEMENT(TYP) �/ / - /// 22.0' 28.0' // g�N �� 22.0' t, RED PARKING ST } i (TYP) _R2.5' - / sse aw ��- / 26.0' �R-.S R4.5' EXISTING DITCH 8w TO BE FILLED sse OVERHEAD POWER _ T TED AND EASEMENT TO BE VA 8 w R28.0' _ R3.0' 1 _ 4'SIDEWALK ( sse o _ a 5' w R2 5' n _ Ex izw �------ -------� —L —� saw ssa 12'SETBACK(TYP) PRIVACY FENCE ^° PRIVATE RETENTION POND#2 I ( z a L_ __ -- - - PRIVATE RETENTION POND#1 AROUND EACH YARD O DISCHARGETO------- o EXISTING MANHOLE TRASH ENCLOSURE(TYP) I --- 26. IN VICTORY ROAD B _-___�-__ _ __ _- -- - ---------------- - i U HP OHP — — — OHP � � � � OHP � •••• OHP � - - - - - - _ -____��_________- — — — — — OHP — _ _ _ _ oHP — _ _ _ _ OHP — _ x ____ _ __ _cFp� __-__ _______________ __ _ _______________ —� — — — oF' — - — OHP — —� E a N ------� I f o o H m 5 Q m SITE PLAN Y 0 Scale: Drawn: .TMII o U Date: 8/2/2022 22-0093 a 0 Know what's below. sheet: Call 811 More you dig. C2. 1 J FLEGEND O U BOUNDARY sa ,, 2823 UNIT MIX: a ROW CENTERLINE i 2— UNIT TYPE COUNT REQ'D STALLS REQ'D COVERED STALLS o c LOT LINE az 1-BR 20 30 20 W rN ------- EASEMENT 2-BR 20 3 0 20 15 so 15"STORM DRAIN W ass 8"SANITARY SEWER 3-BR 42 84 42 ✓ 0 aw 8"POTABLE WATER LAI-BEDROOM UNIT(DOUBLE) 3-BR(GARAGE) 12 24 12 P� >�-11 ° asw 8"PRESSURE IRRIGATION — — N.T.S. VISITOR - 14 0 Is, xxxx CONTOURMAJOR 2-BEDROOM UNIT q a xxxx CONTOURMINOR TOTAL 134 272 134 Q x o N.T.S. e.so EXIST.STORM DRAINEXIST.SANITARY SEWER '�TOTAL PARKING STALLS PROVIDED: 284exw EXIST.POTABLE WATER TOTAL COVERED STALLS PROVIDED: 134--(XXXX)------------ EXIST.CONTOUR MAJOR--(XXXX)------------ EXIST.CONTOUR MINORADA PARKING STALLS PROVIDED: 8 r + SIGN a SO.a6 .Vy W W a.0 STREET LIGHT 46.19 Q, ® cl ® Elm SD MIT,INLET,AND COMBO 3239' GRAPHIC SCALE Q SEWER MANHOLE f-i 1T1 CULINARY VALVE,TEE&BEND 30 0 15 ao 60 1z0 W N FT, SECONDARY VALVE,TEE&BEND WATERBLOW-OFF 3-BEDROOM UNIT 3-BEDROOM UNIT qr FIRE HYDRANT (1N FEET) N.T.S. WITH ATTACHED GARAGE STREET MONUMENT(TO BE SET) 1 inch- 30 ft. N.T.S. \O NA L Fry 0 EXIST.STREET MONUMENT / I I 1 I 1 ,1 I u1 o�i. E El m EXIST.SD INLET&MIT / O EXIST.SEWER MIT / I I� 9�I I 0 � PERIMETER FENCE III A DC EXIST.VALVE,TEE,&BEND TO BE REMOVED 2'5� I I d Z I j, EXIST.FIRE HYDRANT , �1 I I I I I I N I III '" OF \OQ. � 4 M O o XXXX.XX SPOT ELEVATION x x x x x x x x x x x x x x x x x x x I — I " I Iqs R / J I I 16.3' + IR25' I f] I I 1 / I III � 12'SETBACK(TYP) TRASH ENCLOSURE(TYP) I + I I 1 I III / 8"WATER(TYP) 8'SEWER(TYP) I I \ I I R25'M8 R2S' Ma Ma R2S' Ma 2. ' I I 1 I ' ssa ssa ssa I 1 � R3.0)� ----------------- R26 ---------- ------ R2.5'S R2.5 26.0' ssa I ssR28.0 R28.0' 0 � �I I' 1 I II R25' I / I 10.0' (TYP.) 20.0' (TYP.) / O I I I I �T� / / I I /ROAD EASEM/FNT / 'S � fl a [7 a [1 II I I I °' ' i ! ' ►//7•, ~� r�' TO BE VACMED /R25' 1I- I I F R25' 728.0' F- � CONCRETE PAD FOR AMENITIES It k I 4.5' ' 22 0 R9 �••L•� R2 R 5' • ~ CLUBHOUSE III II ® I I'0 1 I / I Q R2 / / • II I I I 54.0 I I Q 1 R2,1/ 'I I R/8.o' I 1I 220' R4. EXISTING LOT LINE I'I I I m I I I ] Q 1 I / � J II'II II U m l POOL R2 L——————————— J PRIVATE RETENTION POND#4 19.0. Jh II I I I BIKER CK 4'SIDEWALK - / IIEXISTING BRIDGE PRIVATE RETENTION O #3 (TYP) REMOVED I J II / / / o I TE PATH RE 15"STORM DRAIN(TYP) R25' E 25/ CJ R N /i / / I ® O UTILITY EASEMENT(TYP) COVERED PARKING / STALLS(TYP) LLL or G ' SITE PLAN Y ———————————— ——————— / L/ I R25' R25' R25' R25' ------J ass ass ass ass ass ass ass /R25' 48.0 R28.0' I �� / Scale: Drawn: o / yo aw aw aw aw aw aw aw I / • � // /� � 1"=30' JMH � R2s% Da te: b#. 8/2/2022 22-0093 o Jo —— — ————— —— —— ———————— —————— ——— ————————— — / Know what's below. Sheer. io Call 811 More you dig. C2.2 LEGEND T O U BOUNDARY CEENTERLEVE UNIT MIX: 1/ o 8 �� o 53 31 N [V LOT LINE UNIT TYPE COUNT REQ'D STALLS REQ'D COVERED STALLS v) ———————————— EASEMENT z— 3/az 1-BR 20 30 20 is so 15"STORM DRAIN 2-BR 60 120 60 > a ss 8"SANITARY SEWER $w 8"POTABLE WATER 3-BR 42 84 42 a a sw 8"PRESSURE IRRIGATION — — I-BEDROOM UNIT(DOUBLE) ( )xxxx corrrouRMAJOR 3-BR GARAGE 12 24 12 xxxx CONTOURMINOR N.T.S. VISITOR - 14 0 Q x o ExsD EXIST.STORM DRAIN �- �� 2-BEDROOM UNIT V TOTAL 134 272 134 o / _ Z U Ex ss —EXIST.SANITARY SEWER N.T.S. � 4-4 — — — — Exw EXIST.POTABLE WATER x x x EXIST.FENCE TOTAL PARKING STALLS PROVIDED: 284 C7 ------------(XXXX)----------- EXIST.CONTOUR MAJOR ------------(XXXX)------------ EXIST.CONTOUR MINOR TOTAL COVERED STALLS PROVIDED: 134 r T + SIGN ADA PARKING STALLS PROVIDED: 8 W STREET LIGHT 44.as' ••�` 7 ® ® HEI SD ME,INLET,AND COMBO 46.1s' -86 GRAPHIC SCALE Z Q Q SEWER MANHOLE z.as CULINARY VALVE,TEE&BEND 31 0 15 30 60 1z0 W N IT, F; SECONDARY VALVE,TEE&BEND WATER BLOW-OFF Y FIRE HYDRANT (1N FEET) 3-BEDROOM UNIT 3-BEDROOM UNIT STREET MONUMENT(TO BE SET) 1 inch— 30 f. N.T.S. WITH ATTACHED GARAGE \ONA L F 0 EXIST.STREET MONUMENT N.T.S. O� E (_ 0 m EXIST.SD INLET&MIT ( EXIST.SEWER MIT a 9 O A m EXIST.VALVE,TEE,&BEND -38 1,1Z I EXIST.FIRE HYDRANT J. '9j�OF SOP o XXXX.XX SPOT ELEVATIONgS M Rp `� / L————— �ass ass ass ass ass ass ass / R48.0' aw aw aw aw aw aw aw R25'/ ---- R28.0' COVERED PARKING R2.5' G STALLS(TYP) / / I 15"STORM DRAIN(TYP) II 16.5 F 1 EXISTING LOT LINE / R25' / /R25' } / 8"WATER(TYP R25/ 8"SEWER(TYP) \ // • p // �� � / I I I 11 1 / o /R2.5' O PERIMETER FENCE TO BE REMOVED/ UTILITY (TYP) ,�" I R28.0' `—r- �/ / -- R25' R25' R25' R2. ' R?8.0' S5.0' �/y \ / _J ass ass ass 96.0 ass ass \ / R25' R25' R25' R25' R25' R25' R25' 725' R25' • \ \ / r L—� ---- ---- R28.0' R28.0' a \\ \V ———— ————— ——— — ——— ITYP.) 20. I I T SIDEWALK O (TYP) I (TYP) / ROAD EASEMENT TO BE VACATED/ CONNECT TO EXISTING 17' 12'SETBACK(TYP) — _ _ — — — I I // // WATER STUB(LOCATION TO II 35'LANDSCAPE BUFFER — I i / / BE VERIFIED) � Q m CONNECT TO EXISTING 6" / / �-�//— I / / 141 Q z a WATER(LOCATION TO BE / / / / O / H ,. 10 VERIFIED) a / / I I TRASH ENCLOSURE(TYP) // / 75 6"WATER EXISTING OVERHEAD POWER I m I / • / / ti Fa N _U G AND COMM LINES TO REMAIN I / / i 10'CONCRETE PATH / E / I dHo > a dH6 _- — dHO-- — — —— dHo y ,,Ho — °dHo. i U , r •dHo' 1 dHo dl3o dHo Oa r\\\ Ho FQ -——————————�—jr - - - - - ------------------- L----- --- — — — — — -------------------------------� --- -----_-----___ ___—__------ J --------------------- ----- M9 M9 M9 M9 M9 M9 M9 M9 M9 N R28.0' R28.0' c L————————————————————————————————————————————————————————————————————————————— TYPE 1 TRAFFIC SEPARATOR N PER ITD STANDARD DRAWING 615-1 � MERIDIAN ROAD SITE PLAN Y Scale: 1"=30' Drawn: .TMII 2 o fo Date: 8/2/2022 Job#: 22-0093 1. Know what's below. Sheet: Call 811before you dig. C'2.3 J O U ® = LEGEND H 00*0 Who BOUNDARY '' oo ROW W O / -- QRY RQgp _ CENTERLINE LOT LINE C/] / --------------EASEMENT Q x O 7 15"STORM DRAIN �i V 7 0 / 8 ss 8"SANITARY SEWER � U x w 8 w 8"POTABLE WATER _ 8 sw 8"PRESSURE IRRIGATION XXXX CONTOUR MAJOR XXXX CONTOUR MINOR / ��Jj W — — — — E SD EXIST.STORMDRAIN \ \ _ _ _ — ex SS —EXIST.SANITARY SEWER ex Q w EXIST.POTABLE WATER \ x x x EXIST.FENCE (XXXX)____________ EXIST-CONTOUR MAJOR W \ \ ____________(XXXX)____________ EXIST.CONTOUR MINOR \ T T + SIGN STREET LIGHT V A A ® ® SD ME,INLET,AND COMBO / I _ Q SEWER MANHOLE 1 � �————_——_ PP �T CULINARY VALVE,TEE&BEND S�0 CE L — —' N r?i r? SECONDARY VALVE,TEE&BEND ---J \ _ __ WATERBLOW-OFF a O p ll ll��l1 FIRE HYDRANT I_ STREET MONUMENT(TO BE SET) EXIST.STREET MONUMENT OF mO EXIST.SO INLET&MB '9S m. �Q LL �\ 0 EXIST.SEWER MH \ I EXIST.VALVE,TEE,&BEND EXIST.FIRE HYDRANT o XXXX,XX SPOT ELEVATION n \ \ V11 ® ` OPEN SPACE TABULATIONS: F--� — UNIT SIZE # COMMON SF PRIVATE SF <SOOSF 0 0 0 500-1200 SF 80 20,000 6,400 n p SF , 4,320 10%GROSS - 73,239 - TOTAL 134 112,139 10,720 \ QUALIFYING OPEN SPACE:178,792 SF p ` COMMON GRASSY AREA:6,304 SF W F--� Q II II — Z m I� > O IF Ell] Ell] E] N 0 0 U a U U � p S i ZO H m v� q o GRAPHIC SCALE 60 0 30 60 120 240 J (IN FEET) OPEN T SPACE 1 inch= 60 ft. PLAN Scale: 1"=60' Drawn: .TMII o U Date: 8/2/2022 22-0093 1. Mp o KOOW Whats 4�ilOW. sheet: N Call 811 before you dig C 3 oU — — E 12 w LEGEND H m — � wo BOUNDARY o� � -- RY RQq p 18 I CENTERLINE i T Ex 12 w Il\\\ LOT LINE --------------EASEMENT QO 7 IISD U 15"STORM DRAIN c� / Ex 12 8, \ ass 8"SANITARY SEWER xi W 8 w 8"POTABLE WATER --— \ 8 sw 8"PRESSURE IRRIGATION `.J cj F XXXX CONTOURMAJOR i \\ XXXX CONTOUR MINOR ��Jj W to a I Ex sD EXI ST.STORM DRAIN � �� W Q, Ex ss EXIST.SANITARY SEWER o S I EXISTING 12"WATER — — — — Exw----- EXIST.POTABLE WATER (� / l^ y C2• (PUBLIC) I x x --x EXIST.FENCE " i ------ SIGN XXXX SIGN CONTOURMINOR W _ � �—=se + SIGN STREET LIGHT SD ME,INLET,I / / \ \ ss e 8 w —— _ \� © ❑ ®SO, SEWER MANHOLE AND COMBO rA rC CULINARY VALVE,TEE&BEND Ex,zw I ————J \ \ N r?i 1; SECONDARY VALVE,TEE&BEND WATERBLOW-OFF a n A \ FIRE HYDRANT `� O_ I STREET MONUMENT(TO BE SET) �8 1,1 Z I PUBLIC UTILITY EASEMENT a I LE EXIST.STREET MONUMENT �rF OF Y (V 8"SEWER TO CONNECT TO EXTEND 10'BEYOND i' I II II a ❑ m EXIST.SD INLET&MIT EXISTING MANHOLE WATER AND SEWER MAINS qS (�, RQ� I L —�v� �e 12"WATER TO CONNECT I O EXIST.SEWER MIT sss \ AT EXISTING STUB ;a EXIST.VALVE,TEE,&BEND 1 EXIST.FIRE HYDRANT w oXXXX.XX SPOT ELEVATION - - EX8W — — — — — EX8W — J Ex SS - - - - - Ex SS � II J i IV 1® � � EXISTING 24"SEWER I 8"WATER (PUBLIC) (PUBLIC) \\ � 8"SEWER I m I \\ (PUBLIC) I II I I \ 15"STORM DRAIN I I II I \ (PRIVATE) I SEWER CLEANOUT(TYP) I I I I fl Il I II ( O \\\ Tj I n — \ b"PVC LAT I � f 4"PVC LAT TO HOME @ 2%MIN.(TYP) i @ 2%MIN.(TYP I e I � I PUBLIC UTILITY EASEMENT L TO EXTEND 10'BEYOND I -f I W A �� WATER AND SEWER MAINS I I m o I y w �� I I I � �I � I zI \ I I I I e o / 8"WATER I (PUBLIC) \ \ ttP 8"SEWER \ mp (PUBLIC) \ I _ 15"STORM DRAIN \ \ \ 8 I I I \ (PRIVATE) I \ \ I I I 1.5"WATER METER(TYP) I \\ I — II II _ 3 \ \SS I r \\\ \J I I (4)VITALS EXITING \\ \\ LAT TO HOME(TYP) METER(TYP) I \ \\ I a U W I o a I ru z W o H m GRAPHIC SCALE \\ \\\ I 63 0 30 60 120 240 TYPICAL LATERAL DETAIL b"WATER TO CONNECT AT EXISTING STUB N.T.S. I (INFEET) I 1 inch— 60 ft. UTILITY PLAN Y I I _J I S-k: 1"-60' Drawn: WE o U Date: 8/2/2022 lob#: 22-0093 a 0 Know what's below. sheet: Call 811 before you dig. C'4