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HomeMy WebLinkAboutSite Plan V21-84 OVERLAND ROAD Q 7 Q O � > z O e Z � � U O VICTORY ROAD PROJECT LOCATION AMITY ROAD VICINITY MAP NTS MERIDIAN KLEIN HUIS PREPARED FOR: ALPHA DEVELOPMENT GROUP LOCATED IN: MERIDIAN, IDAHO oU �a r�r�oo � o U O raxo Z W dHx �Q z W U ® Sheet List Table Sheet Number Sheet Title C1 COVER SHEET C2 OVERALL SITE PLAN C2.1 SITE PLAN C2.2 SITE PLAN I I C2.3 SITE PLAN ;�I W ---- I — I\\\� z \ 0 El I � W Q I E I \ W O I ® I I � I I I I I SITE MAP 1.01 1�1:7:�r1►[�7111x►� 1. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND REPORT ANY DISCREPANCIES TO THE ENGINEER. 2. ANY AND ALL DISCREPANCIES IN THESE PLANS ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. ALL CONSTRUCTION SHALL ADHERE TO MERIDIAN AND ISPWC STANDARD PLANS AND SPECIFICATIONS. 4. ALL UTILITIES AND ROAD IMPROVEMENTS SHOWN ON THE PLANS HEREIN SHALL BE CONSTRUCTED USING REFERENCE TO SURVEY CONSTRUCTION STAKES PLACED UNDER THE SUPERVISION OF A PROFESSIONAL LICENSED SURVEYOR WITH A CURRENT LICENSE ISSUED BY THE STATE OF IDAHO. ANY IMPROVEMENTS INSTALLED BY ANY OTHER VERTICAL OR HORIZONTAL REFERENCE WILL NOT BE ACCEPTED OR CERTIFIED BY THE ENGINEER OF RECORD. 5. THIS DRAWING SET IS SCALED TO BE PRINTED ON A 24" X 36" SIZE OF PAPER (ARCH. D). IF PRINTED ON A SMALLER PAPER SIZE, THE DRAWING WILL 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 DETAIL THAT MAY BE OVERLOOKED DUE TO THE SMALL SIZE OF THE DRAWING. NOTICE BEFORE PROCEEDING WITH THIS WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL CONDITIONS, QUANTITIES, DIMENSIONS, AND GRADE ELEVATIONS, AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER. ENGINEER'S NOTES TO CONTRACTOR 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. IF UTILITY LINES ARE ENCOUNTERED DURING CONSTRUCTION THAT ARE NOT IDENTIFIED BY THESE PLANS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4. ALL CONTOUR LINES SHOWN ON THE PLANS ARE AN INTERPRETATION BY CAD SOFTWARE OF FIELD SURVEY WORK PERFORMED BY A LICENSED SURVEYOR. DUE TO THE POTENTIAL DIFFERENCES IN 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 THIS REASON, FOCUS WILL NOT PROVIDE ANY GRADING CONTOURS IN CAD FOR ANY TYPE OF USE BY THE CONTRACTOR. SPOT ELEVATIONS AND PROFILE ELEVATIONS SHOWN IN THE DESIGN DRAWINGS GOVERN ALL DESIGN INFORMATION ILLUSTRATED ON THE APPROVED CONSTRUCTION SET. CONSTRUCTION EXPERTISE AND JUDGMENT BY THE CONTRACTOR IS ANTICIPATED BY THE ENGINEER TO COMPLETE BUILD -OUT OF THE INTENDED IMPROVEMENTS. CONTACTS ENGINEER & SURVEYOR FOCUS ENGINEERING & SURVEYING, LLC 6949 S. HIGH TECH DRIVE SUITE 200 MIDVALE, UTAH 84047 (801)352-0075 PROJECT MANAGER: JACOB HOLMES n11�cn m�«r nDUP ALPHA DEVELOPMENT GROUP 166 EAST 14000 SOUTH, SUITE #110 DRAPER, UTAH 84020 (801)708-7048 CONTACT: BRAD WATSON • Know what's below. Call 811 before you dig. N I S GRAPHIC SCALE 100 o 50 loo 200 400 (IN FEET) 1 inch — 100 ft. 0 H w q 1111111 1111111 MMMMMME COVER SHEET 'S-1e: 1"-100' Drawn: JMII ' Date: 8/2/2022 22-0093 C1 STRADA BELLISSIMA _ _ = SUBDIVISION NO 2 1 _ ZONE: R-4 i �►" 3 _ RY ROA72 R=100.00 A=18"32'50" L=32.37 CH=N58"5349"E 32.23 01 i _ R=334.96 d=15°05'03" L=88.18 CH=S57°54'06"E 87.93� M I \ r\ S58 8W —_ / \ 1\ N89"21'45"W 434.41' — ona __ ___ c I 1 1 - Ex 3':? Ex 8 W Ex ss +o n I N PARCEL# 51225110160 1 ZONE: RUT 1:_ n 0 N 12 1 1 1 I I II 1 1 1 1 � 1 1 PARCEL# R5672060330 \� 1 ZONE: R-8 1 1 1 1 S50°21'37"E 41.63' STRADA BELLISSIMA SUBDIVISION NO 1 ZONE: L-O S39"38'23"Wy 24.99' \ I w \ 1XIIIIIIIIIJENJOLFML-ml Ex 2w ---- --\- \ \ \ o I — ?7"1446�C\\==~; 87.49' 1 =S7a?s 13 I 149.95 \ 1 'R=318.31\ 1 ,8=16'1 21" \ \ I S44"19'54"E / I 1 w 28.24' 1CH=S52"47'19"E 88.72 \ 1 I \ 1\ \ I \ I11 I I it I l I m, 0 'x C2.3 I l�il zl I III01 IF IF PARCEL# \ \ R5672060350 \ \ \ ZONE: R-8 \ ?moo\ \ \ I I PARCEL# \ \ \ R0355 ZONE: \\ \ \ \ \S 1 ZONE: R-8 � S \ PARCEL#.\\ \ \ \ I I I 1 1 \ \ R567206036C \ J \ 6 ZONE: R-8 \'PIE mmm PARCEL# \ \\ \ \ R5672060365 ZONE: R-8 PARCEL# \ \� sSS 1 R5672060370 \ ZONE: R-8 70� \ \ PARCEL# \ \ 1 R5672060375 \ \ & ZONE: R-8 PARCEL# Ss \ R5672060380 \ ZONE: R-8 \ \1 PARCEL# 1 \ R5672060385 I - \ �} ZONE:R-8 s \PARCEL#'� � I 1 sSs R5672060390 ZONE: R-8 1 I I 1 it 1 L---�1 t� C2.2 0 II I1F j1 I I.1 jl I \ I PARCCEb# \ \ R5672060340 - ZONE: R-8 a 1 PARCENk � \ R5672060345 ZONE: R-8 8SS S LEGEND BOUNDARY ROW CENTERLINE LOT LINE -------------- EASEMENT 15 SD 15" STORM DRAIN 8 ss 8" SANITARY SEWER 8 w 8" POTABLE WATER 8 sw 8" PRESSURE BZRIGATION XXXX CONTOUR MAJOR XXXX CONTOUR MINOR — — — — E SD EXIST.STORMDRAIN — — — — ExSS — EXIST. SANITARY SEWER — — Ex w EXIST. POTABLE WATER x x x EXIST. FENCE ------------ (XXXX) ------------ EXIST. CONTOUR MAJOR ------------ (XXXX) ------------ EXIST. CONTOUR MINOR T T + SIGN STREET LIGHT ® OO © SD ME, INLET, AND COMBO O SEWER MANHOLE PP r? CULINARY VALVE, TEE & BEND N fE p; SECONDARY VALVE, TEE& BEND WATER BLOW -OFF Y FIRE HYDRANT STREET MONUMENT (TO BE SET) 0 EXIST. STREET MONUMENT Q ❑ m❑ EXIST. SO INLET & MH O EXIST. SEWER MITEXIST. VALVE, TEE, & BEND R? EXIST. FIRE HYDRANT o XXXX.XX SPOT ELEVATION SITE INFO: • CURRENT ZONE: RUT • PROPOSED ZONE: R-15 • LOT SIZE: 16.8 ACRES BUILDING COVER: 4.2 ACRES I RED WING SUBDIVISION ZONE R-15 CAVEN RIDGE ESTATES SUBDIVISION NO 02 ZONE: R-8 0 U � z w a Q H w Q O W 0 U Q U O H W� Q o 0 GRAPHIC SCALE 60 (IN FEET) OVERALL SITE SITE 1 inch= 60 ft. PLAN Scale: 1"-60' Drawn: WE ju Date: 8/2/2022 22-0093 Know what's below. Sheet: Call811 before you dig. C2 53 31' 2— I-BEDROOM UNIT (DOUBLE) N.T.S. 46.19' 2.39' 3-BEDROOM UNIT N.T.S. 28.23' 3J.32' 2-BEDROOM UNIT N.T.S. 3-BEDROOM UNIT WITH ATTACHED GARAGE N.T.S. UTILITY EASEMENT (TYP) I ILIIT A AIV. UNIT TYPE COUNT REQ'D STALLS REQ'D COVERED STALLS 1-BR 20 30 20 2-BR 60 120 60 3-BR 42 84 42 3-BR (GARAGE) 12 24 12 VISITOR - 14 0 TOTAL 134 272 134 TOTAL PARKING STALLS PROVIDED: 284 TOTAL COVERED STALLS PROVIDED: 134 ADA PARKING STALLS PROVIDED: 8 N I S GRAPHIC SCALE 30 0 is 30 60 120 (IN FEET) 1 inch = 30 ft. LEGEND BOUNDARY ROW CENTERLINE LOT LINE EASEMENT 15 sD 15" STORM DRAIN 8 ss 8" SANITARY SEWER 8 w 8" POTABLE WATER 8sw 8" PRESSURE IRRIGATION XXXX CONTOUR MAJOR XXXX CONTOUR MINOR — E SD FXIST.STORMDRAIN — — — — ExSS — EXIST. SANITARY SEWER — — — — Ex w EXIST. POTABLE WATER x x x EXIST. FENCE ------------ (XXXX) ------------ EXIST. CONTOUR MAJOR ------------ (XXXX) ------------ EXIST. CONTOUR MINOR T T + SIGN STREET LIGHT ® O © SD ME, INLET, AND COMBO Q SEWER MANHOLE PP p; CULINARY VALVE, TEE & BEND N SECONDARY VALVE, TEE& BEND WATER BLOW -OFF Y FIRE HYDRANT STREET MONUMENT (TO BE SET) 0 EXIST. STREET MONUMENT (3 ❑ m❑ EXIST. SO INLET & MIT (7 EXIST. SEWER MIT DC EXIST. VALVE, TEE, & BEND R? EXIST. FIRE HYDRANT o XXXX.XX SPOT ELEVATION _ _ _ — _ _ _ — — — _ Ex 12w —�� � — � — _ _ — — _ _ _ EXISTING 12" WATER / — — — — — — LOCAAPPRTION Ex 12w ---_— � � � � �— Ex 121 — / 10' CONCRETE PATH / _ J CANAL CENTERLINE — — — FENCE TO BE _ REMOVED (TYP)_------------------ 15"— / STORM DR _ — — DRAIN (TYP)— _ _ CANAL 1 EASEMENT— �j 8" WATER (TYP) �g x R28.0' \ \ \ x 8" SEWER (TYP) x _ 'h BY OTHERS EXISTING FENCE TO BE REMOVED R4 5' / / // i �/ 1 / 5 a R3. Ex 12W S59 - L �DISCHARGETO-- — — — -- J/ EXISTING MANHOLE IN VICTORY ROAD I I I } 28.0' 0' 111 I 1111 / \ R3.0' I/ / TRASH ENCLOSURE (TYP) OHP — — — — — OHP — — - - OHP � sse VERED aw _ PARKING ST (TYP) sse aw 16.9' 1 u y 8w sse aw 10. _ 2,� _ 26.0' (TYP.) �R25' sse (TYP. _ I = = = 4' SIDEWALK LP) 22.0' 22.0' R4.5' EXISTING DITCH a w _ TO BE FILLED sse OVERHEAD POWER R2� �___ T TED AND aW _ EASEMENTTOBEVA sse R28.0' k aw 5 R2.5' sse oU �a 8 r�r�oo W � O U O Ca � Q x O zWIw 7 f—i W 0 le U I 12' SETBACK (TYP) PRIVACY FENCE - ---`- PRIVATE RETENTION POND #1 AROUND EACH YARD PRIVATE RETENTION POND #2 — - 26. p-----T--- — -- ---- ----- -- — ---------------- — —-------------------- --- U — OHP — — — — — OHP — — — — — OHP — — _ __ ___� _____ _______________ __ _ _ _____ _ __J ____r OFP I Or' OF �__ { OHP I — ---- ------� � I f x o N o H Q �!�UU'MWJ SITE PLAN ju below. Know whars `'Blow. Call811 before you dig. Scale: 1"=30' Drawn: WE 8/2/2022 22-0093 Sheet: C2 . I LEGEND BOUNDARY 28.. UNIT MIX: ROW CENTERLINE 2— UNIT TYPE COUNT REQ'D STALLS REQ'D COVERED STALLS LOT LINE az 1-BR 20 30 20 EASEMENT 2-BR 60 120 60 15 SD 15" STORM DRAIN 8 ss 8" SANITARY SEWER 3-BR 42 84 42 8w 8" POTABLE WATER I -BEDROOM UNIT (DOUBLE) 3-BR (GARAGE) 12 24 12 a sw 8" PRESSURE IRRIGATION — — xxxx CONTOURMAJOR N.T.S. 2-BEDROOM UNIT VISITOR 14 0 xxxx CONTOURMINOR N.T.S. TOTAL 134 272 134 — ExSD EXIST. STORM DRAIN _-,e — — — — exss — EXIST. SANITARY SEWER TOTAL PARKING STALLS PROVIDED: 284 — — —w EXIST. POTABLE WATER x x x EXIST. FENCE TOTAL COVERED STALLS PROVIDED: 134 ------------ (XXXX)------------ EXIST. CONTOUR MAJORADA PARKING STALLS PROVIDED: 8 ------------ (XXXXX)------------ EXIST. CONTOUR MINOR aa.u' SIGN 5 6' STREET LIGHT 46.19 ® In ®© SD ME, INLET, AND COMBO GRAPHIC SCALE 3zas' ® SEWER MANHOLE �T.+ CULINARY VALVE, TEE & BEND 30 o Is 30 6o Iz° N FT, FT, SECONDARY VALVE, TEE & BEND WATERBLOW-OFF 3-BEDROOM UNIT 3-BEDROOM UNIT 4W FIRE HYDRANT (IN FEET) N.T.S. WITH ATTACHED GARAGE STREET MONUMENT (TO BE SET) 1 inch - 30 1t N.T.S. 0 EXIST. STREET MONUMENT I / III Q 0 m EXIST. SD INLET & MIT I O EXIST. SEWER MIT PERIMETER FENCE I I I I I I I I x EXIST. VALVE, TEE, & BEND TO BE REMOVED �2.5' I I I EXIST. FIRE HYDRANT o XXXX.XX SPOT ELEVATION l x x x x _ / x x x x x x x x x x x x x 4 1I I I Res I / 12' SETBACK (TYP) TRASH ENCLOSURE (TYP) 8" WATER (TYP) I I 1 I I r 1 III 8" SEWER (TYP) 9 I 1 I I I II } 1 I i R3.0' nne R2.5' nna R2.5 nna MR25' R2.5 Ma I I Mg R28.% 1 + I I I III / sse see sse 26.0' I I I - - I R25' R48. — RssR28— / / 1 III1T6.5' ' I I IIII I _—_________�______ nP. N II�1 II I / / I II III / I / r Ill 1 ROAD EASEM/FI/JT 25 f7 p 0 p 0 II I I r TO BE VAC¢TED / ti /R25' C CONCRETE PAD FOR AMENITIES R25' / / > CLUBHOUSE R2b/ EXISTING LOT LINE -- / / R2 0 POOL ----------- J Al} L PRIVATE RETENTION POND #4 � 19.0, BIKE RACK - / 4' SIDEWALK (TYP) - PRIVATE RETENTION POND #3 15" STORM DRAIN (TYP) _ R25' R25/ / G UTILITY EASEMENT (TYP) COVERED PARKING STALLS (TYP) 0 / R III I' I I I I I/ I I III _ r I I III I� I � I • I l I III I I I I I I 111 I I 2s N - I I i I I III R25' 72 I r F I L 1 F jII li ® I R4.5' I 220' R21 .0' III II II II j I I, ° Q I I it l 1 54.0' l i I I I �O I I /R8.0' I I 22.0' R4. r- .o' F I o f 2 I EXISTING BRIDGE 1 TO BE REMOVED 115.0' 1 I j I 1 I ' C RETE PATH oU a 8 rCr�Joo C N N o U Qxo � Z W 7 � Q f-i W �C w Q � a Q � w v� Q w 170 pO� U ti Q a 0 H Q � iE SITE PLAN Scale: 1"=30' Drawn: jN111 Date: 8/2/2022 22-0093 Know whaYsbelow. Sheet Call 811 before you dig. C2.2 LEGEND BOUNDARY ROW CENTERLINE LOT LINE EASEMENT 15 SD 15" STORM DRAIN 8 ss 8" SANITARY SEWER Bw 8" POTABLE WATER B sw 8" PRESSURE IRRIGATION XXXX CONTOUR MAJOR XXXX CONTOUR MINOR — — — — E SD EXIST. STORM DRAIN — — — — ExSS — EXIST. SANITARY SEWER — — E w EXIST. POTABLE WATER x x x EXIST. FENCE ------------ (XXXX) ------------ EXIST. CONTOUR MAJOR ------------ (XXXX) ------------ EXIST. CONTOUR MINOR r r SIGN STREET LIGHT ® In nim SD ME, INLET, AND COMBO Q SEWER MANHOLE CULINARY VALVE, TEE & BEND N SECONDARY VALVE, TEE & BEND WATER BLOW -OFF Y FIRE HYDRANT STREET MONUMENT (TO BE SET) 0 EXIST. STREET MONUMENT Q 0 m EXIST. SO INLET & MIT O EXIST. SEWER MIT DC EXIST. VALVE, TEE, & BEND EXIST. FIRE HYDRANT o XXXX.XX SPOT ELEVATION Q1 —z GRAPHIC SCALE 30 p 15 30 60 120 (IN FEET) 1 inch = 30 ft. / / PERIMETER FENCE / _ TO BE REMOVED/ / r U / r / r / r / i/ I I ROAD EASEMENT / TO BE VACATE/ / 12' SETBACK (TYP) 35' LANDSCAPE BUFFER CONNECT TO EXISTING 6" m WATER (LOCATION TO BE � VERIFIED) / EXISTING OVERHEAD POWER / / r AND COMM LINES TO REMAIN / R25'/ / / m / R2.5' 2 / m / R25' / R2.5' / / 8" WATER (TYP R25 / / 8"SEWER(TYP) 53 I' 2r.ao' I -BEDROOM UNIT (DOUBLE) N.T.S. 46.19' _ 3-BEDROOM UNIT N.T.S. J � Bs= R48.0' yo e w y 15" STORM DRAIN (TYP) 1 Bw 28.23' 3J.32' 2-BEDROOM UNIT N.T.S. 3-BEDROOM UNIT WITH ATTACHED GARAGE N.T.S. UTILITY e EASEMENT / (TYP) / R28.0' SW 8W SW 8 e 8w / A R25' R25' R2. ' - /R25' 2h.0' 8ss ass ass ass 8ss R25' R25' R25' R25' R25' R25' R25' R25' R25' R28.0' L_ ____ ___ ___ R28.0' 10.0' ITYP.) 20 I I T SIDEWALK ITYP) I / (TYP) A I I I' I if I I I I I I I B UNIT MIX: UNIT TYPE COUNT REQ'D STALLS REQ'D COVERED STALLS 1-BR 20 30 20 2-BR 60 120 60 3-BR 42 84 42 3-BR (GARAGE) 12 24 12 VISITOR - 14 0 TOTAL 134 272 134 TOTAL PARKING STALLS PROVIDED: 284 TOTAL COVERED STALLS PROVIDED: 134 ADA PARKING STALLS PROVIDED: 8 8 S' 8w 8ss 8ss 8ss \ Bw Bw R28.0' COVERED PARKING STALLS (TYP) B B / / I yyo / 4 EXISTING LOT LINE 3 S, 6"WATER TRASH ENCLOSURE (TYP) I 10' CONCRETE PATH r-- IdHo dHo — — dHo, — — — .� dHo — — — — dHo — — — — — — — — — dHo — l dHo ------------------------------------------------ L — — — — — —�/---i-------------- ---_-------- —-----------J r I °gyp __ _ r � I M9 ■ M9 M9 M9 M9 M9 R28.0' L MERIDIAN ROAD R28.0' 8w 440.0' 0 / II o ` /l / I Ir TI lI ,4)R2 I 1� \ \ / X I MZl x3 / I / I I I' CONNECT TO EXISTING 17' / WATER STUB (LOCATION TO BE VERIFIED) / / O H o d130 S Ho z W \ ---------------------- Q -----�' TYPE 1 TRAFFIC SEPARATOR PER ITD STANDARD DRAWING 615-1 ju Know wnaYs below. Call 811 before you dig. SITE PLAN Scale: 1"=30' Drawn: .TNM Date: 8/2/2022 22-0093 Sheet C2.3 70 0 D Z O D 0 LEGEND BOUNDARY ROW CENTERLINE LOT LINE EASEMENT is sD 15" STORM DRAIN 8 ss 8" SANITARY SEWER s w 8" POTABLE WATER 8 sw 8" PRESSURE IRRIGATION XXXX CONTOUR MAJOR XXXX CONTOUR MINOR — Ex SD EXIST. STORM DRAIN — ExSS — EXIST. SANITARY SEWER — E w EXIST. POTABLE WATER x x x EXIST. FENCE (XXXX) ____________ EXIST. CONTOUR MAJOR (XXXX) ____________ EXIST. CONTOUR MINOR T T + SIGN STREET LIGHT ® 0 to SD ME, INLET, AND COMBO ® SEWER MANHOLE H f: 1; CULINARY VALVE, TEE & BEND N SECONDARY VALVE, TEE & BEND WATER BLOW -OFF Y FIRE HYDRANT STREET MONUMENT (TO BE SET) 0 EXIST. STREET MONUMENT ❑ m❑ EXIST. SO INLET & MB EXIST. SEWER MH EXIST. VALVE, TEE, & BEND EXIST. FIRE HYDRANT o XXXX,XX SPOT ELEVATION OPEN SPACE TABULATIONS: UNIT SIZE # COMMON SF PRIVATE SF <500SF 0 0 0 500-1200 SF 80 20,000 6,400 >1200 SF 54 18,900 4,320 10% GROSS - 73,239 - TOTAL 134 112,139 10,720 QUALIFYING OPEN SPACE: 178,792 SF COMMON GRASSY AREA: 6,304 SF S GRAPHIC SCALE 0 30 60 120 240 (IN FEET) 1 inch - 60 ft. ju Know wnaYs below. Call 811 before you dig • �J i1111111 OPEN SPACE PLAN Scale: 1"-60' Drawn: .TMII Date: 8/2/2022 Job #: 22-0093 Sheet C3 Ex 12 W a E 12 -� � RYRpAp _ Ex 12 W i i i i � airy �_ SSg 8W = 8" SEWER TO CONNECT AT EXISTING MANHOLE PUBLIC UTILITY EASEMENT TO EXTEND 10' BEYOND WATER AND SEWER MAINS Ex8w - - - - - EX8w Ex SS — — — — — Ex SS Q III \\ I \\ 8" WATER \ \ (PUBLIC) �� \ 8" SEWER (PUBLIC) 15" STORM DRAIN (PRIVATE) TYPICAL LATERAL DETAIL N.T.S. C EXISTING 12" WATER (PUBLIC) n � \ 12" WATER TO CONNECT \ AT EXISTING STUB 1 J I / J EXISTING 24"SEWERS ss@ / 8" WATER (PUBLIC) (PUBLIC) / 8" SEWER (PUBLIC) I � / 15" STORM DRAIN (PRIVATE) I � e 0 PUBLIC UTILITY EASEMENT TO EXTEND 10' BEYOND WATER AND SEWER MAINS I II I e I I I �I FIL), I I \ \ \ nP I I � � a M;11 I I e I I I I I I I 6" WATER TO CONNECT AT EXISTING STUB \ I I I I _J I I LEGEND BOUNDARY ROW CENTERLINE LOT LINE — — — — — — — — — — — — — — EASEMENT 15 SD 15" STORM DRAIN 8 ss 8" SANITARY SEWER 8 w 8" POTABLE WATER 8 sw 8" PRESSURE BZRIGATION XXXX CONTOUR MAJOR XXXX CONTOUR MINOR — — — E SD FXIST.STORMDRAIN — — — EXSS — EXIST. SANITARY SEWER — EX w EXIST. POTABLE WATER x x x EXIST. FENCE ------ ------ (XXXX) ------------ EXIST. CONTOUR MAJOR ------------ (XXXX) ------------ EXIST. CONTOUR MINOR T T + SIGN STREET LIGHT ® O © SD ME, INLET, AND COMBO Q SEWER MANHOLE rA rT. CULINARY VALVE, TEE & BEND N r: rT. SECONDARY VALVE, TEE& BEND WATER BLOW -OFF Y FIRE HYDRANT STREET MONUMENT (TO BE SET) 0 EXIST. STREET MONUMENT Q ❑ m❑ EXIST. SO INLET & MIT O EXIST. SEWER MIT DC EXIST. VALVE, TEE, & BEND R? EXIST. FIRE HYDRANT o XXXX.XX SPOT ELEVATION s 0 GRAPHIC SCALE o 60 (IN FEET) 1 inch — 60 ft. ju Know wears below. Call 811 before you dig. oU �a 8 r�r�oo Q � � 71U ZW00w " dHx 7 � �Qr W 0 0 U q U UTILITY PLAN Scale: 1"-60' Drawn: .TMII Date: 8/2/2022 Job #: 22-0093 Sheet: C4