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HomeMy WebLinkAboutSpring Creek Village Resort Lot 4 LEGEND DRAWING LIST m rm,lia Fallon Street ,2"w ,2"w ---- ,z'(R) RECORD DISTANCE OR AZIMUTH C1.0 - OVERALL SITE GRADING & DRAINAGE PLAN m1 W' 0 -------_ 9 TOD- 1ss(ae) �° ass a"ss a s.---- � t'F (M) MEASURED DISTANCE OR AZIMUTH C1.2 DETAIL SHEET " 3.9e - MARK A. Q - EXISTNG) �� G, MARKFOUNED (CHANDLERREBAWITH 1j" S OTRC ACANOTED. C1.1 OVERALL UTILITY PLAN INDEX our a]sasz(AB) - \\V _ -- CHANDLER a C1.3 TRAFFIC CIRCLE DETAILS & DETAIL (HEFT ) _ - �, - ( - FMON 1 No. 9518ES C2.0 SANITARY SEWER PLAN & PROFILE BOARDWALK & N. TIE IN o SET J" REBAR WITH 1 J" PLASTIC CAP C2.1 - SANITARY SEWER PLAN & PROFILE (NORTH & VALLEY COMMONS) it -_ St - Lc �nceMARKED (C&H ENGR #9518ES) C2.2 - SANITARY SEWER PLAN & PROFILE (SOUTH) coNMON OPEN sPACIr#tPROPOSED LOT BOUNDARY C3.0 - WATER PLAN & PROFILE (BOARDWALK & MIDDLE TIE IN) STORM WATER I SURROUNDING PROPERTY LINE C3.1 WATER PLAN & PROFILE (NORTH) 21,074 SFEASEMENT LINE C3.2 WATER PLAN & PROFILE (FIELD & VALLEY COMMONS) L L _ \ Sheet 1 of 19 STORM WATER C3.3 - WATER PLAN & PROFILE SOUTH & SOUTH TIE IN RE EM ON POND A u RETENTION POND 2A GAS EXISTING GAS LINE ELECTRIC LINE (( )) I e K>g9� //' 9Er1„_l.s Tar C4.0 - ROAD PLAN & PROFILE (BOARDWALK AVENUE) ucT EXISTING UNDERGROUND PHONE LINE C4.1 - ROAD PLAN & PROFILE VALLEY COMMONS DRIVE _ L JI oTI>aN9_„o2,0 - C4.2 - ROAD PLAN & PROFILE (FIELD STREET) (01.ojj, IO1. E F-o EXISTING FIBER OPTICS LINE 03.]0) -- - - (o.00 d s'•W EXISTING 8" WATER MAIN C5.0 - STORM PLAN & PROFILE (BOARDWALK-FIELD & BLOCK 5) r - J T C5.1 STORM PLAN & PROFILE HUFFINE CULVERT & VALLEY COMMONS - s"ss -EXISTING 8" SANITARY SEWER MAIN C6.0 PRIVATE UTILITY PLAN ( - r-` E a e'W PROPOSED 8" WATER MAIN I (0 m o C7.0 - ASPHALT TRAIL PLAN LOT 5 LOT 1' LOT 2 - L LOT 4 LODGE '� - e'•ss -PROPOSED 8" SANITARY SEWER MAIN C8.0 - OVERALL LIGHTING PLAN STORM WATER III 4z,zao sF sz,tsa SF _ 37, sF .-. as,tes sF UNIT C -RM WATER H -0 c SS PROPOSED SANITARY SEWER SERVICE (fi15)x �, 1 - . a ^:�-�" E RETENTION POND 2B o ( ) w PROPOSED WATER SERVICE REIEN�OON'SON�D le ��m F PROPOSED FIRE SERVICE s+rA a Mo-IX»,NN.IOA sa. III - Po � C a EXISTING SANITARY SEWER MANHOLE 9oT1oN aT I+a6w1eoa. 1 L wu.IE_ees]a.Tc , . LODGE C c m IAL) l _ C: PROPOSED SANITARY SEWER MANHOLE - A C EXISTING FIRE HYDRANT III ICI Imb LODGE r L­­ I- W `a PROPOSED FIRE HYDRANT UNIT UNIT I� EXISTING WATER VALVE (aT '� .�� 4cuae CUT) � o IN i ++ Iw PROPOSED WATER VALVE (os.es) 05,34) (09.15 01* -- ® PROPOSED STORM DRAIN INLET VICINITY MAP PROPOSED STORM SEWER MANHOLE 5! `+• 05.e6 0fi.93 (0e.12) (09.e0) 11.37 - (1n.]e) 05.93) \ _µ _ ­3Tn PROPOSED BIKE RACK (ofi sr sr sr IMsr sT (IXlsneol A"IT 0a.59 ofi.93 _ (07.58) 03.12) (09.fi0) 113] nl`� nl`�10.94 (10.52) ® PROPOSED ROOF DRYWELL AI NG 4610.N �- PROPOSED DRAINAGE DIRECTION (09.64) (09.36) IXTrnec> x(06.3e) PROPOSED SPOT ELEVATION (06.8e) iy � xaao6.36 EXISTING SPOT ELEVATION (a.as 9.oa) FALCON STIR BASIS FOR AZIMUTHS FROM NORTH: \ LOT 1 LOT 4 �y W MINOR SUBDIVISION NO. 295A A .- n,7e5 sF j S n,7a5 rh j (09.9 09.98) [N45'00'00"E] BEARING COMPUTED FROM o AZIMUTH SHOWN T R SITE DATA (L TEMPORARY DRAINAGE CHANNEL LOT 2 I I LOT 3 b Q Q EXISTING ZONING: B-2 COMMUNITY BUSINESS DISTRICT L751 W 4. 14.510 SF 14,510 SF B-2 BUILDING SETBACKS: FRONT 7' as,7s7 sF q SIDE 1 NUFFINE LANE REAR 10' .es B-2 MAXIMUM BUILDING HEIGHT: ._ 3:12 OR GREATER ROOF PITCH 44 FT _ r LESS THAN 3:12 ROOF PITCH 38 FT O AREA OF LOT 4 - 869,548 SO FT 2 STORY OMMER ty O LOT 3 LOT 2 nFy "ti \ 14,798 SF I 14,198 SF (11.64 III EXI LEGAL DESCRIPTION o2.45 z) ( .4 R(n.az E%ImNc)... LOT 4, MINOR SUBDIVISION NO. 295A (1J.63 \ (lz.1 z) (1z.19) (14- 04 4els.oa lAATC) \ (13.0, AL RO 1J.]9) (E%IsnNc) SW 1/4. SEC. 10, T. 2 S., R. 5 E. OF P.M.M., ExI NG 13.63 "'J06 1s.o6 CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA � - (12.2e) (12.36 (u.e3 ) W NOT TO SCALE H .2 - - 4615.53 rF� (EXISTING) v (12.23) (12.2J) / GENERAL NOTES a3.63) 45) QI (12.96) 1.JfiyT� Ny11.] 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS SIXTH EDITION, APRIL 2010 AND THE CITY OF BOZEMAN ' MODIFICATIONS TO MPWSS SIXTH EDITION, MARCH 2O11. i LOT 1 -----.., LOT 1 I 64,624 SF 61,634 SIF O 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE ' WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. 0 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, \( °J ' ) r'l I�jl WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN TEMPORARY FTl APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. DRAINAGE CHANNEL qww/ a 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE d r ` BEGINNING OF CONSTRUCTION. � 15.n 1sa1 v yas r.. W 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. O 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE ;: CONTRACTOR. _ --- 7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1. a' �\ it �Tl 8. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. 4i730 sF 42214SIF\ 420791 9F �� II a3o9 sF. A 9. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL N BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. i 10. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT CONNECTION POINTS. i (20.]) 11. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA �% -" ----- - -� REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS o.ie EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. r I 21.a 21.1 12. PROPOSED GAS ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL 7 SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. Scale In Feet 60 0 60 I(22.e 1s (22.6) Drawing Date: 02126115 18 0 18 I I j ❑❑ Scale In Meters Contour Internals: 1 Foot � ]l ( (2 5.84 23' 11 23.3 - � - - - - AS-BUILT - - -OVERALL SITE GRADING AND DRAINAGE PLAN N�x2m-T� (2.G, S2AAiGN) 12TNIXISTNG1/8/2015 clso t12,L f � "G Lane #11019 - SEWER: NORTH TIE IN irW 12"w " 1 2"W� 1z"w 12"W 12"W SEE SHEET C2.0 2"W �12',4 C �pS6� 7q,F� �117x� 't�met NOTE: a"sS 8"SS a"s a"ss 8"Ss l2'UTILITY EASEMENT 8 SS 8"SS • 1. ALL HYDRANT ARROW BOLTS _ PER MwoR'UBN NO.2— MARK A. ARE NAVD88 DATUM _ _ 3 CHANDLER — — ¢ i- — No. 9518ES 09 RECI STEPf'��O I 1 EA / 1. F'1G/NCR Pt��� STORM: BLOCK 5 sEMgNT� SEE SHEET C5.1 (aTa'IN ENc N) Ra E ER: N RTH III 1a-Co II Sheet 2 of 19 71, J E SHE C2.1 a MiIIL N03340 - / Aq LIANAGE PARSING Co / EASEMENT J N m I1 -1 L �� II III "S5 a"� e"� j o 4) II jl1 o B W 1i 1i II ` IF sroR DE 30' _ n II III 3 WAT NORTH MAIN SE � SEWER: NORTH IE IN L - �� _ ESHEErC SEE SHEET—C2_ A r. 0 � STORM: BOARDWALK—FIELD - Es SEE SHEEP C5.0 III HYDRAN ARROW BOLT _ HYDRANT ARRO BOLT C a ELEV=4 08.58 ELEV=4 09.90 W 40 1J 10'U ILITY 30'WID UTI ITY _ / m 0'WI E U ILIT CS EASE ENT CS PUBLIC CC S E EMENI PUBLIC ACCE S E SEMENT Q z I ®C 0 w G D �+ a"w a"w 'w 8"ww WATER:I MIDDLE MAIN TIE IN ST ST ST ST ST SEE SH�Ef C3.0 Lot 4 i 10 U LITY 1 J LTA r' Minor No. 340 it — EASE YP.q WATER: FIELD S REST 1 III SEE SHEET C3.2 I3 II I ^IHYDRANT ARROW BO ELEV=4810J4 -- 0 u - - II LOT s J v� Min r Subd. No. 295 _ II a S rn Creek Vllla e LLC PI 9 9 Si HYDRANT ARROW BOLT ELEV=4815.13 Gd � O O STORM: BIJA D FIELD i( O EE SHEET C5.0 SHARED PARKING,ffjAj GE I C ESS EASEMENT F BS , Ni SIARED PIKE!G.DRAINAGE&ACCESS EASEMENT 3 a m SEWER: VALL COMMONS STORM: CULVERT 3 SEE SHEET C WATER: VALLEY COMMONS SEE SHEET C5. - NT(TYP) SEE SHEEP C3.2 m'UTILITY Z UTIUTY EASEMENT AS (T,r `�L Q � L, �0-00 II CS 8"W 8"W 8"W 3 w P 8 SS 8 SS \ 8 SS 8 SS 8 e `O rII aTTO'-UNFY UTILITY EA HYDRANT ARROW BOLT EA ELEV=4816.17 s EASEMENT TYP_ =-2 O o� WATER: BOARDWALK AVE. m SEWER: BOARDWALK AVE. O 14 SEE SHEET C3.0 SEE SHEEP C2.0 WATER: SOUTH MAIN TIE IN 3 m.. SEE SHEET C3. m 30'ETIL &Ac ss cnsEmcly O SHARED PARSING,DRAIN &ACCESS EASE NTAG II Ni W — 'W 8"W 8"w 8'W/ 8"W 8"W ENT IT ARROW BOLT 2S s uT HYDRANT ARROW I ENT / �.. m ELEV=4820.96 „ BOLT - Qot3 00 Min r No. 340 I � Oo I �N I Oo Oo II I WATER: SOUTH MAIN �m II SEE SHEET C3.3 o HYDRANT ARROW BOLT 3 HYDRANT A ROW BOLT ! 1 'ITELEV=4825.01 i EL =4825.11 �1 6' 30' - ENT UTILITY ASEMENT w _ I 30'IDE uTIUT 8"W 8"W m'W 8"W 8"W 8"W EASEMENT 8"SS 8"SS SS 'SS 8"SS 000 A� Q I " I � EASEM i I r--1 SEWER: SOUTH I SEE SHEET C2.2 I I 30'NO UBLIC Seale In Feet 1 LMM LINEAR N/TRAIL Drawing Date: 02/26/15 60 0 60 — i — — �T 18 0 18 — = sns GAS STORM: C - Scale In Meters — — SEE SHE C5.1 - _-_ _ — c S As— -GAS—- -a DGT - E� F-o AS-BUILT T-o T-D F_D _ T UGTGT C 1.1 12'UTILITY EASEMENT :ENT ���.. OVERALL UTILITY PLAN INDEX 1/8/2015 �-�/T /�7n/—�s� ABANDONED 18" P C1.1 SCALE: 1"=60' #11019 OF molvp4_�0 24" o MARK A. 9„ CHANDLER 2" DEPRESS CURB TO THIS g� j, No. 9518ES LINE FOR CURB DROP. 5 RpG1STEµ6� TOPSOIL 3"R (TYP') _ 4"R �T 1/2*SLOPE 1/2"To 1'SLOPE Sheet 3 of 19 N / a Q d a VARIABLE 4'-0" MIN. STREET SURFACE C c o C1 m 9.. ✓� 4 a, co 1' O„ 01 min 1/2 PER 1 n c O O CRUSHED GRAVEL O O O 0 00000000000 O O ^ • : Ear O O O O O O O O O O O O BASE - 3" MIN. O O O O O O O O O O O O O 7 a 3" ASPHALT m; REINFORCE WITH #4 BARS ` SUB-BASE COURSE FLOW DEPTH ON 2'x2' GRID D E 6" - 1-1/2" MINUS GRANULAR FILL - o AS REQUIRED o y .y��,�� / / / /A� .. NOTES: C a COMPACTED SUBGRADE /;` V�/.A/,C�/� � VA/�/,6/�:/�/i1- 9"-6"MINUS BASE GRAVEL PROVIDE F) COMPACTED THE WIDTH WITH PROPORTIONAL INVERT MAY VARY TO SATISFY THE N TOPSOIL TO FLOW DEPTH DESIGN REQUIREMENTS OF INDIVIDUAL APPLICATIONS. FINISHED STREET N r C SURFACE TO BE d" TO }" ABOVE EDGES OF DOUBLE GUTTER. a off W SPILL CURB AND GUTTER DETAIL n TYPICAL ASPHALT CROSS-SECTION SWALE TO POND CROSS SECTION DETAIL rT'�VALLEY GUTTER DETAIL 7t C7.2 SCALE: NTS C7.2 NTS C1.2 SCALE: NTS C1.2 SCALE: NTS C.O.B. STD. DWG. NO. 02529-1 ®© W PROPERTY FIELD STREET PROPERTY LINE LINE 2a 30' 30' COO 9 T DEPRESS CURB TO THIS 1, 5' 1 6.5' 15.5' 4' 15.5' 6.5' 5' 1' LINE FOR CURB DROP. T OPSOIL. JF - GRADe 1/4" FT 3%SLOPE 3%SLOPE 1/4" FT G(tPOE (T1P.) n—R a"R 3/4" TO 1' SLOPE VARIFS SIDEWALK SIDEWALK vPR\�5 W " SLOP 09 • . NEW CONCRETE 3" ASPHALT CONCRETE A >. VALLEY GUTTER SURFACE COURSE 317,F 1 1/2" MINUS • ° e°< SEE DETAIL GRAVEL BASE COURSE • < 10/C7.1 6" OF 1 1/2" MINUS GRAVEL �g„ •� • �• • 4• BASE COURSE OVER 9" OF UNDER CURB AND GUTTER 0 0-0 0 6" MINUS BASE GRAVEL CRUSHED GRAVEL 0808080808080808080808080808080 COMPACTED SUBGRADE BASE — 3" MIN. 0000000000000000000000000000000 O O O O O O O O O O O O O O O O COMPACTED SUBGRADE 1� SUB-BASE COURSE 11��11 AS REQUIRED VALLEY COMMONS DRIVE O PROPERTY PROPERTY V���A/VA��VA���A���A�wA�/V�/.A�/.��/V�/V�{V�/�/ /�/i./i✓t�, LINE LINE NOTES: 30' � 30' 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. SPECS., 1996 ED.) 12.5' 15.5' 4' 15.5' 12.5' 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF �' AND MINIMUM WIDTH OF}". �GRADe 1/4"/FT 3%SLOPE 3%SLOPE 1/4"/FT G(tPOEs <rT� 3. }" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.'S, P.T.'S, CURB RETURNS AND AT NOT AR�FS JNR�E V MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE SIDEWALK SIDEWALK CURB AND GUTTER. 4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR NEW CONCRETE 3" ASPHALT CONCRETE HIS REPRESENTATIVE. VALLEY GUTTER SURFACE COURSE 3" OF 1 1/2" MINUS 5. CONCRETE SHALL BE CLASS M-4000 SEE DETAIL GRAVEL BASE COURSE FQJI 6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPW SPECS, 1996 ED.) FOR 4/C1.2 6" OF 1 1/2" MINUS GRAVEL UNDER CURB AND GUTTER CURB AND GUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. BASE COURSE OVER 9" OF O 6" MINUS BASE GRAVEL r CONCRETE CURB AND GUTTER DETAIL COMPACTED SUBGRADE C1.2 SCALE: NTS C.O.B. STD. DWG. NO. 02528-1 PROPERTY BOARDWALK AVENUE PROPERTY LINE LINE 45 45 14' 24' 1 7.0' 7.0' 24' 14' V OM VAR ES 1/4"/FT 3%SLOPE MEDIAN 3%SLOPE 1/4"/FT Gv RE h+� SIDEWALK SIDEWALK (WIDTH VARIES (WIDTH VARIES) 3" ASPHALT CONCRETE NEW CONCRETE SURFACE COURSE CURB AND GUTTER 3" OF 1 1/2" MINUS 6" OF 1 1/2" MINUS GRAVEL GRAVEL BASE COURSE / BASE COURSE OVER 9" OF UNDER CURB AND GUTTER 6" MINUS BASE GRAVEL EXISTING GRADE EXISTING GRADE COMPACTED SUBGRADE r , X 4;1 rl o� a 6 TYPICAL RETENTION POND DETAIL SEE LANDSCAPE PLAN FOR POND , TYPICAL STREET SECTIONS VEGETATION/CROSS SECTION DETAILS Ci•2 SCALE: NTS C1.2 SCALE: NTS Drawing Date: 02/26/15 AS-BUILT C1.2 1/8/2015 #11019 NOTE: ���OF MQYTgN�ia . o SPOT ELEVATIONS MARK A o CHANDLER SHOWN AT FLOWLINE j, No. 9518ES 5y9( GIST (10s9) loss) INSTALL DRIVE OVER CATCH CURB AND GUTTER PER MPWSS STD DWG Ff � NO. 02528-2 11.67 (11.67 Sheet 4 of 19 STORM DRAIN INLET FL=11.16 (11.88 11.92) C ° 20.50' O _ n 0 11.56) �� (11.56 (1z.n) 051.00' O Ear 0 8 DECORATIVE o �ValleyCommons Drive TOP OF POND 1A ELEV=4801.00 IFCO#714 OVERFLOW GRATE GROUND SURFACE CD m LL CONCRETE— O 6"THICK 4'CONCRETE VALLEY GUTTER X(12.04) (11.84) p p 11.84) (12.13)X 4'CONCRETE VALLEY GUTTER 31.60' N >_ o SLOPE UP TO a CENTER AT 2% m m E a O O N — ` (12.33) (12.41 21 PVC OUTLET PIPE Q (11.92 11.92) E --r HIGH POI O O .+ H POINT 0 0 0 g a LU a (12.31 (12.34) STORM 32RAIN INLET FFL L OUTELEV TO EX..80 ND LOT 3A m 12.28 STORM DRAIN INLET (12.28 ®© WWW FL=11.45 36"DIA. 4"THICK PRECAST CONCRETE W W 44"CIA. U WT POND OUTLET STRUCTURE U TRAFFIC CIRCLE — BOARDWALK/VALLEY COMMONS � E-1 C7.3 SCALE: 1"=20' C1.3 SCALE: NTS W A Frame and cover to be either D&L A-1172 ring with r A-1178 cover or EJIW 3771/3772 series, or approved L7 equal. Covers shall have two 1" pick holes. r`' Adjustable rings, NOTE:All joints between manhole sections, manhole ring & l ' 2"min., 12" max. top section, and around sewer pipe into manhole shall be watertight. Jointing material shall be "Ram—Nek"or equal NOTE: for all joints except between sewer pipe and manhole wall. O SPOT ELEVATIONS ARE SHOWN AT FLOWLINE . 5 5" (O16 8. Precast reinforced concrete manhole riser and eccentric cone top manufactured in Mahole steps of accordance with ASTM designation C-478. a ° 08.43 a 16"centers rTl 17.00' w °(08.17 09.66) Grout InvWe— pipe a to spHchannel is 051.00, of pipe f gap between o _ Pipe and channel's �" Field Street greater man 1/8". 8'DECORATIVE \ rQC�i O CONCRETE—6" Pre—cast channel 31.00' 4'CONCRETE VALLEY GUTTER X(07.82) (08.03) THICK C SLOPE UP TO (08.83) (09.30)X 4'CONCRETE VALLEY GUTTER — fl—line O CENTER AT 2% CURB Variable O SPILL 08.17) (09.66) g (min. E Shelf—slope 1'per f �Tl toward channel.Se w JA <a ° 1 - °• ° ° _ channel cdstoil. a °:.. �a e, o Flexible gasketed joint (typical ° 0 5 ° "` v for precast bases — see detail) ^ eeeeeeee A ° 08.69) STORM DRAIN INLET U FL=08.72 (09.41) Channel = dia. of pipe (08.78 08.96) INSTALL DRIVE OVER CATCH CURB A Precost or poured—in—place base. V wO AND GUTTER PER MPWSS STD DWG #4 bars — 1'-0"c—c Poured—in—place base, minimum 7 N0. 02528-2 (SPILL CURB WHERE concrete thickness below pipe is INDICATED) 5'-4" dia. tick thickness s in es recast 6 inches.eAllbases m min.) reinforced as shown. rTl 11diu,of a A � hole rw Slope at 1"per Too Chonnel to full ipe depth ripc 1� SECTION A—A �2 TRAFFIC CIRCLE - BOARDWALK/FIELD rT_�SANITARY SEWER MANHOLE Drawing Date: 02/26/15 C1.3 SCALE: 1"=20' C1.3 SCALE: NTS C.O.B. STD. DWG. N0. 02720-3,REVISED MAR. 2006 AS-BUILT C1m3 1/8/2015 #11019 OF SSM STA:0+H500.00 OFF:0.00' d MARK A. LOT 2 r f FL IN(S):4801.33 CHANDLER / LOT 1 I FL OUT(N):480.1.13 u N NO. 9518ES LOT 3 LOT 2 LOT 1 ° Po H 2A o STA:2+03.01 OFF:0.00' e`w su& 9 REOI STERN`" O RIM:4806.25 s"W STUB k/,FL IN (S):4799.55 _-_-_ STA:7+.00'L STAF:82.046 E \ oT 2 FL O (E):99.55 o $$ -- B 8"SS STUB OFF:82.00'L SS SE.o CE ` I F FL OUT(E):4799.35 - - ee4 SS SERVICE 4 SS BERVICE ° 'ssN � of a..w a..w a..w a w BOARPTYAL$AWEAq3E e w .+„-BIB s w 8'w aw a"w s"W fA m O m II Tr ti a�� w - o _ _ IT IT IT ST - 8 s s 8 s %5 -e SS -e 8s•'ss a ss 8 e 8 6 e"ss �m E LOT 3 y = CONNECT TO EX.8"MAIN ` m v m - STA:2 90.36 W/NEW MANHOLE& In '^ t m: OFF .00'R POURED-IN-PLACE BASE N Q f o.. ... :.:.. ,.. y 4 SS CE- _ SRN N SSMH 1 C w c SSMH 6 STA:7+57.23 STA8+65.46 so'Pu uc STA:3+95.54 STA:5+22.77 OFF:0.00' C a STA:5+46.82 OFF:16.851 _ OFF:24.00'R OFF:24.00'R unutt Ea EMENT OFF:20.00'L RIM:4804.15 N ` m RI):4 0.15 4"SS SERVCE 4'SS SERVCE a L L 4'SS SERVCE N FL IN(S):4797.87 m SSMH 9 FL FL IN (S):4805.21 SSMH 5 f - FL OUT(E):4797.67 [� L 4 FL IIN(E):4805.21 'sJ SSM 2 STA:1+69.04 OFFli6.85'L °? STA:9+04.74 OM:4.085'L C a RIM:4820.39 RIM:4809 10 �, ✓!"� 8"� 8 - Lc) W FL OUT(N):4805.01 �� STA:3+43.36 OFF:000' FL IN(E):4811.18 FL IN (S):4801 33 l�7 + n CUT EX.CURB&SAWCUT IX. FL IN(W):4811.18 LOT 2 LOT 3 FL OUT(N):4801 13 a l� RIM480�.96 STA:3+98.04 ASPHALT APPROX. 10 FT WIDE. FL OUT(N):4810.98 CJ FL IN(W):479.79 OFR 10.00'R BACKFILL&COMPACT TRENCH - FL IN (E):479.79 4"SS SERVCE W/ENGINEERED FILL TO F - - FL OUT(N):4790.59 ASPHALT ELEV. MATCH EXISTING o - 9 ®O r I oT 4 � I y ; s ASPHALT THICKNESS W/ _OT 3 - J BRUMINOUS ASPHALT PATCH. ® y alp �- I � L I L0'PUBLIC J lI WW l LQT 1 ti - UTILITY EASEMENT(lYP) ICI I I � I � � II I � I I � • I xI L - - - - LOT w III � rxrn � LOT 2 LOT 1 NOTES: a..w s'.w a'.w s'.w e'.w a'.w a•'w a"w I a'w 4 1. INSTALL ALL SANITARY SEWER SERVICE LINES PER COB STD DWG NO. 02730-2. `- INSTALL SANITARY SEWER MANHOLES PER COB STD DWG NO. 02720-3. Scale In Feet 2. WATER SERVICE CROSSINGS NOT SHOWN FOR CLARITY. MAINTAIN 6"VERTICAL 50 0 50 CLEARANCE FROM MAINS. z 15 0 15 3. ALL SERVICE LOCATIONS MUST BE STAMPED ON CURB. Scale In Meters Scale In Feet 50 0 50 483 " O 60' 15 0 15 'w ��9 ,�50s ee Scale In Meters yl 0 o. ',gyp. rhgTwi/ll �`�l' ap 0 y�.e�l� •`�1p 482 p F. 0ti V 482 482 PR POSED GRADE A�1`y�,p0p0ph py pb 481 T \ O 481 - - `/ - - _ e=.t:'.a5�p a0'�' IXISTIN GRADE 18"MIN LEAe ) °ya���9^a9^6 1+1 481 4S1 PROPOSED RAGE p O 1 Q 8 WATER MAIN 4805 - u W I IXISTIN GRADE 480 r� O 8' AWN CLEAR(TYP) v 8"WATiR MAIN (I IOARDWALX AVE.WATER) 480 4800 - 18'MIN Jf•T 8"WATER MAIN 8"WATER MAIN l EXISTING GRAD 18"MIN CLEAR �1 EXISTING GRADE CONNECT TO EX.8' PROPOSED RADE PROPOSED GRADE MAIN W/MANHOLE& 479 479 POURED-IN-PLACE BASE i Ih M N N UJ N Ln O ul O��p M 4 ^�O O r M W O -0 N �O N O ' a ^ O O M O f O V O b N a1 7 M) O) M) r Y O -7 m N N O N DD N n N N N a M r7 N M O O O o 0 p m Oi O O O O O O O O O O O O> a0 h I� N r r n N M �N O O p�O OO p�O a� as as as as as �a as as as as as as as as a a a a a a a a a a a 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 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Drawing Date: 02126115 BOARDWALK AVENUE SEWER NORTH SEWER TIE IN SANITARY SEWER PLAN AND PROFILE r2 SANITARY SEWER PLAN AND PROFILE AS-BUILT C2m0 C2.0 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL C2.0 SCALE: 1"=50' HORIZONTAL, 1°=5'VERTICAL 1/8/2015 #11019 OF M(VTq,��iJ o MARK A. CHANDLER No. 9518ES m - - - m a o o... 9 REc1 STERf'��O- - - - - - - - - - - - BLOCK A `F l�Po iz"w w w w w m 1z"w w w w 1z"w w i 3 �{� O T[� Sheet 6 of 19 FALLON DRIVE a"ss a"ss a"ss a"ss a"ss 8"Ss 8"SS jJ LpT I � � I I -� ...,: I LOT 4 FSMH R @ COM N OPEN SPACE 1IT- ���a144,,7o95�SFF - STA 3+71.89 OF:550' LOT Q RIM:4812 15 t z1074 s r # 0339ZA res FL IN (S):4805.21 710 60." 0.4838 n�res 1 FL IN(W):4805.21 3 7 a FL IN(E):4805.21 0 o III _ m � I / SSMH 2A FL OUT(N):4805.01 m _ _ ` .Q I STA2+89.15 OFF:0.00' E E SSMH 3 RIM•4806.25 b N - STA:0+50.00 0 F:0.00' FL I�1(S):4799.55 SSMH 2 I v m m RIM:4805.30 FL IN(W):4799.55 S :4+29.50 OFF:0.00' Li^T z LOT L C v 01 / FL OUT(E):48 .60 FL O (E):4799.35 RIM:480fi.96 SSMH 4 y SSMH 8 FL IN W STA:5+81.45 OFF:5.50'R ( ):4798.79 STA:5+01.00 OF 0�.00' i SSMH 7 RIM:4813.87 [ o FL IN (E):4798.79 �a RIM:4806.87 �� I y� L STA:1+43.04 OFF:5.50'R STA:2+90.78 FL OUT W:4806.81 ( ) - FL OUT(N):4798.59 J 1+48.04 STA4+28.70 STA5+7.45 C °a t \ L b FL OUT(W):479986 80 RIM:4812.99 a 3 AT+60.0if STA:1+89.50 STk2+62.00 T SFAS+00.75 ;, ' FL OUT E:41 .51JJFS38.SE0'L OFF:38 00' OFF:38.00'L OFF:38.0'L () 4"SERVICE l`- Il, \ OFF:9.00'L OFF:9.00'L OFF:9.00'L OFF:9.00'L r S RVICE J - 4'SS SERVICE 4°55 SE CE _ 8 4'S9 SERVIC 4'SS SERVICE 6'SS SERVICE �4°SS SERVICE 8 81 8'SS 8"55 -8SS 8 SS 5+00.00 �I m STA:0+45�0 n n 3 n 1•::' �'o o g 8 ®6 OFF:13.8 R STA:5+09.00 1 4'SS SERVI E �f 0 :13.88'R o o mm F a'w 8"w "w e"w e w - 8"w e" 5"w s'N 4 55 SERVICE e"S$ e"SS vss �e'SS --+re"SS 8"SS STA:0+45. -::, .43 3 _ _ \JIB' 7�. �\ 4'SSFSERVIE �STA:1+07.98 OFF:4100'R0 SOOFF:4I.00R OF 4600'R 01(F:44.22'R " \ - 7 OFF:41.00'R 4"SS SERVICE I 4"SS SERVICE 4'SS SERVICE S 4'SS SERVICE / STA:4+26.70 Z 4"SS SERVICE J OFF:3800'R - m m 8F SS SERVICE o '� W 6"SS SERVICE O LOT , BLOC 15, � 8..gs O yT4 LOT 0 � � 3 LOT l a y LOT 3 I LOT 1 n ... I � I Oa 4+0 �7 B"W B W B"W b 99 8"W 8"W 8"W 8"W \ W 8"W 8"W 8"W 8"W 8"w �Ly s r s T s S T S r r III - a IIII 1 \ LOCK -2- -I m BLO 1 N Scale In Feet NOTES: Scale In Feet w 50 0 50 1. INSTALL ALL SANITARY SEWER SERVICE LINES PER COB STD DWG NO. 02730-2. 50 0 50 O INSTALL SANITARY SEWER MANHOLES PER COB STD DWG NO. 02720-3. 15 0 15 15 0 15 Scale In Meters 2. WATER SERVICE CROSSINGS NOT SHOWN FOR CLARITY. MAINTAIN 6" VERTICAL Scale In Meters CLEARANCE FROM MAINS. 3. ALL SERVICE LOCATIONS MUST BE STAMPED ON CURB. 482 4825 y y p 1�1 y91 .pxry9 �, y kyO 9 yy 0, 11 481 • y. X, y'�� pyoy °�• W 9yyy �' o'6p^90j�1 yye p�1 p1A �P' 6 '` y 0�1. 4$2 4820 `/ _4 Pit��?� 481 PRO OSED GRADE � °� lryT,J PROPOSED RADE 4$1 4815 �+ -- --------------------- ------------- 480 - - _ INS LATE PIPE W/ W X 2"THICI EXISTING GRADE v RIGIDFOAM INSULATON FROM BEG.OF 4$1 EXISTING GRADE 15"STORM SEWER 4810 PIP (STA:0+50)T STA 1+75 6"MIN CLEAR(TYP) 4800- ''of 8' PVC® 1.50R --`------ 4$0 ---- 4805 ___________________ 8"WATER N �'-'--- EXISTING GRAD (NORTH WATER MAI) __________,_,____,_,_ ______� PROPOSED RADE 479 EXISTING GRAD 8"WATER MAIN V1 PROPOSED RADE (VALLEY COM ONS WATER) a ^a n n 4800 - 4800 i a a v n vi ui vi co co V O O In O 0 O. O 0 O 0 O 0 O O O C, O (O O CO M CO M m 7 N N N O 000 ro 000 000 O W O W ro W W W M O ^O N M a d d a a d d a a d a N M O M o N f N N N r'i N M N CO CO x a l a a a a a a a v - a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 I I I I 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 NORTH SEWER VALLEY COMMONS DRIVE SEWER Drawing Date: 02/26/15 SANITARY SEWER PLAN AND PROFILE r2 SANITARY SEWER PLAN AND PROFILE AS-BUILT C2ml C2.1 SCALE: 1°=50' HORIZONTAL, 1"=5'VERTICAL C2.1 SCALE: V=50'HORIZONTAL, 1"=5'VERTICAL 1/8/2015 #11019 ���,OF MWYTq,�gG3 MARK A. q TEMPORARY LOT 1 o CHANDLER j, No. 9518ES DRAINAGE CHANNEL 9 RECI SIE(tf•�p�� 8"w e"w 8, ._ Sheet 7 of 19 -I BLO 1 ° m kOCK � NmN I EK \ W E' m m � LOT 3 LOT 2 . LOT 3 LOT 2 � wm L m �� c \ SSMH 11 C� 2 SSMH 10 \ STA:4+51.25 OFF:0.00' W STA:0+02.50 OFF:0.00' RIM:4822.45 RIM:4822.23 \'�, FL OUT(W):4813.36 x o FL OUT(E):4813.18 \ NOTES: — m - — —� 1. INSTALL ALL SANITARY SEWER SERVICE LINES PER COB STD DWG NO. 02730-2. INSTALL SANITARY SEWER MANHOLES PER COB STD DWG NO. 02720-3. �g a"w �� a"w h g g a w - - a w a w —g a'x a"ss e 2. WATER SERVICE CROSSINGS NOT SHOWN FOR CLARITY. MAINTAIN 6" VERTICAL 8"ss 8"SS "a — — — — — — — — — .'N`•, �� —L — — CLEARANCE FROM MAINS. STA:0+12.56 STA:1+72.00 J� _ 2+9"0— 9.50'R;— — OFF:9.50'R OFF:9.50'R - GFF:9.50'R OFF:9.50'R 3. ALL SERVICE LOCATIONS MUST BE STAMPED ON CURB. W 6"SS SERVICE 6'SS SERVICE 4'SS SERVICE 4'SS SERVICE SSMH 9 SIM 02 3.15 OFF:0.00' rT RIM:48(E):4 Jo' R P PUBLIC O FL IN(E):4811.18 LINEAR PARK/TF- Fil \ FL IN W:61pJ.18 A_� CASEMENT— � �ay — i •. .v ,;, GAS- - � � - F O F O bGT� _�GT UO,w V1 v, w o+00.00 H1LPfin¢ Lan¢ - Scale In Feet (�cf'eY 50 0 50 -- -- - — — -- -- -- -- -- -- 15 0 15 Scale In Meters h oti� hry 483 ,o �,y." ^tik�l 830 V A ` 482 PROPOSED GRADE E O 825 F" O 482 820 O EXISTING GRADE 481 815 V I�I L7 0 481 810 5�48'WATER MAI (SOUTH WATER MAIN) EXISTING GRADE /� W PROPOSED GRADE ramr�( 480 805 V1 A mrn 6O mrn "005 �O ON r� rOM �7 'D w o N o N N N O N N N N N N N N N L� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 ^ SOUTH SEWER L—ll Drawing Date: 02/26/15 SANITARY SEWER PLAN AND PROFILE AS-BUILT C2m2 C2.2 SCALE: 1°=50' HORIZONTAL, r=5'VERTICAL 1/8/2015 #11019 / ie--B'w e°w dew-e'w 0 ��OF MLWTq,1H I Y L Jm LOT 4 L lY [ I sr MARK A. INSTALL FIRE HYDRANT PER 5 I o coB s D DWG No.oz66o-a a'ss p e' s a" s; CHANDLER COB s DW $ No. 951 BES _ 0 0 OFF=236.94(L)STA r.. m / 6. BURY LINE=4817.4 m oy9l F' /NEEREP7���o II " 2 LOT 1 Sheet 8 of 19 :�; m J m LOT 1 I m m m L01 .. OT 2 LOT 3 LOT 4 I >m m I 1EKr 4"FIRE 1°WATER 4"FIRE 1"WATER \ o _ I STA:7+05.06 STA:7+07.06 STA:8+18.58 STA:a+20.58 h7 m OFIM. OEF:8200'L O)E;82.00'L�QEE;8200'L o b I o s "m st e-rl-ew-ew-Irw ew-e°w mew ew w-ew aw - - - J a) L c TD LN sT - "W ss C o c �a 8"SS B"SS B"SS 8_ss �t 8'SS "�III: -8. 8„SS m LU >€ s s s s s47 s Ee - _ x + + ot �o - - - - - - 1-WATER 4"FIRE-1 WATER 4"FlRE-1 WATER LOT 1 LOT 4 :6+25.91 STA:6+27.1 STA:7+27.06 STA:7+29.06 STA:8+22.58 STA:8+24.58 1"WATER 0 :24.00'R OFF:24.00' OFF:24.00'R OFF:24.00'R OFF:24.00'R OFF:24.00'R STA:0+38.Do F - OFF:15.00'L ryTll 01 a STA:0+36.00 W OFF:15.00'L F� .. L� LOT 3 LOT 2 I OT 3 -W - LOT 4 - - � -� � +I m p II II a SS® 8..W 8..W 8..W B..W 8..W ,8..W.. �'W 8"W W 8 W 8 W 8 W !�I Q � RESORT DRIVE RESO, � [T] � II --- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IOT , I I LOT 2 ' 4 Scale In Feet 50 Scale In Feet 50 - 50EEiMIRMiiiiiiiii 0 50 n'w__ - 15 0 15 1-4 15 0 15 Scale In Meters w/ Scale In Meters O 483 830 [n 482 }o4F V r In + le \ O \ 482 REDUCERS,THRUSTINSTALL 7 E BANDKBENDS AT L 820 482 ,y 0 0 ti - 820 PER COB STD WG N0.02660 1 T INSTALL THRUS BLOCKS AT AL Sx 0 P O S, VALVES 6"AND LARGER PER O O� O f 481 COB STD DWG 0.02680-3 0�� '�O 815 O EXISTING GRADE 3,y° '�' �O� 90, Ox y�0 O 481 _ 2 0 u 815 PROPOSED Od x 9 i �2 yx 'hTI' }p�0• �2 00 GRADE �+OP - - - y r 481 EXISTI G 810 CONNECT 70 EXISTING 8°WATER PROPOSED GRADE 0x GRAD y STUB W/NEW 8°(LATE VALVE. 6.5' MIN. 481 810 _ CONTRACTOR TO LO VERIFY 8"SANITARY SEWER LOCATION AND ELEVATION. IN ALL 118 LF F 8" 480 C 51 DIP WATER MAIN 805 w J 6.5'MIN. 21"STORM SEWER 480 1ar MIN - OLEAR ) EXISTING GRAD FBI INSTALL 0 LF OF 8° 18 IN CL 51 DIP WATER MAIN CLEAR ) PROPOSED RADE 1 480 800 480 INSTALL THR S1 BLOCKS AT 800 M p '^ REDUCERS, ES,AND BEND m a v a v Vl PER COB STI DWG NO.026 0-1 INSTALL THR S1 BLOCKS AT ALL EXISTING GRAD VALVES 6"A D LARGER PER PROPOSED RADE COB STD D NO.02660- O+OO O+SO 1+00 1+50 479 795 O n M O 0 0 -n 1, O m . O M ^ N6 od N N N 0 0 O C; O: of Oi W N 01 �a T; -a �a �a 4a �a 14 �� �a �a �a �a 1a �� MIDDLE WATER MAIN TIE IN 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 Drawing Date: 02/26/15 NOTES: BOARDWALK AVENUE WATER 1. INSTALL ALL WATER SERVICE LINES PER COB STD DWG NO. 02660-6 2. ALL FIRE SERVICE LINES SHALL TERMINATE WITH A TEMPORARY BLOWOFF PER AS-BUILT C3m0 WATER PLAN AND PROFILE COB STD DWG NO. 02660-7 �WATER PLAN AND PROFILE C3.0 SCALE: 1"=5C HORIZONTAL, 1"=5'VERTICAL 3. SANITARY SEWER SERVICE CROSSINGS NOT SHOWN FOR CLARITY. MAINTAIN 6" C3.0 SCALE: 1°=50' HORIZONTAL, 1"=5'VERTICAL 1/8/2015 VERTICAL CLEARANCE FROM MAINS. 4. ALL SERVICE LOCATIONS MUST BE STAMPED ON CURB. #11019 NOTES: OF M0194'�iJ 1. INSTALL ALL WATER SERVICE LINES PER COB STD DWG NO. 02660-6 2. ALL FIRE SERVICE LINES SHALL TERMINATE WITH A TEMPORARY BLOWOFF TEXTEND EXISTING 2"WATER SERVICE 5'INTO o MARK A. d PER COB STD DWG NO. 02660-7 I ABANDON e"WATER �" LOT 4.CONSTRUCT CURB STOP AND CURB CHANDLER STUB AT MAIN PER 3 BOX PER COB STD DWG NO.02660-6 No. 9518ES r - CITY REQUIREMENTS U 15G 3. SANITARY SEWER SERVICE CROSSINGS NOT SHOWN FOR CLARITY. - - - - - - - - - - - - m _ 3 Rp Ep O IST MAINTAIN 6" VERTICAL CLEARANCE FROM MAINS. _ _ - J - t /NE �p2 4. ALL SERVICE LOCATIONS MUST BE STAMPED ON CURB. 12"W 12"W 12" �- 12"W 12"W 12"w 2"w z m 2 W 2 w z w 2 W z 2 W 2 W 6 8"Ss 8"SS s'ss s'ss 8"sS 8"SS a'Ss - Sheet 9 of 19 FALLON STREET - mm - - - - - - - - - - - - - - OLD S29� .. 14 795 S Ft. >• ` COMMON OPEN SPACE #1 033azA e a `$ 21,074 Sq. Ft. 1 3 E v 0.4838 Acres WATER-SERVICE- III ( m B / (EXTEND EXISTING) " II -0 . - III C. Lot 3 III /� II II � �� Minor No. 340 C m L - - - - - - - � °� - - � w 01 c �a 1 1"WATE STA2+58.30 2"WATER 4"FIRE 1"WATER 1"WATER Ill �I STA:1+8.64 STA3+33.55 STA:3+35 5 STA:4+78.89 STA:5+43.39 3 OFF:39.47'L 'I OEE;,79. _OFF;,}$,4' Og;39 OFF:39.47'L J OFF:39.47'L 8"SS _ a..aa s IIII e IIII STA', I. f s s s s LOT4 "� II 44 OFF. WATER e e'w w gw - e -��6"w 6" e w . III 1"WATER l L - - -DLO �_WATER 6+ ST 5+9,.77 I I I A:2+61.30 FF STA4+65.64 JF.15.00'L OFF:10.53'R OFF:10.53'R LOT 1 -C B_,STD o.FIRE QE4 III COBINSTALL STDFI ZE WG NO HYDRANT660R4 �`` N F OFF STA-64.71(40 R) N �+ (COMM F�CI1L) SOB STD367 BU ONE=4807.9 I} OFF=14.7(R) II C). BURY LINE 4806.E LOT IIII 1"WATER LOT 2 N 1"WATER 1"WATER 1"WATER i STA6+77.37 3 I. STA:0+59.13 / N $TA:6+79.37 IVI OFF,*157.13 OFF:15.00'R / \ OFF:15.00'R OFF:15.00'L `� _1 OF 0 5.00'L m 7+ .00 3 6 II IELD STREET gw-gw-gw ew-e-w-Bw w a III Scale In Feet ST ST S ST ST ST ST III FIELD STREE r 1 50 0 50O II z II 15... 15 - - - - - - - - Lot I Scale In Meters Minor No.4340 r S �I II O/M] 1� 4820 820 INSTALL UST BLOCKS A ALL REDUCERS,S,TEES,AND BENS Jp"• �4' PER COB STD DWG N0.02660-1 0° INSTALL THRUST BLOCKS AT ALL a°P o�'°chi 777� VALVES 6"AND LARGER PER 4615 - COB STO OWG NO.02660-3 615 O 4. o o°�py�.` �.o• \�od 0 Pax \� O 4810 o° +tip y s.," 2pko p�P6x 810 9opo oo oy.�P�oyb y PROPOSED GF ADE 4805 ---- 805 EXISTING G E 6.5'MIN, 8"SANITARY SEWER MO 4800 1 800 8 MIN CLEAR TYP EXISTING GRADE W PROPOSED GRADE I STALL 730 LF OF 8" L 51 DIP WATER MAIN 1•/� 479 795 Vl 1�1 t0 6 t0 6 Oa� '6� a'6� �6a �a � a� a� � a� v N 0 00 O0 OO OO OO O O OO O O O O 0 O Q O Q O to W W a v a �^ 0+00 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 NORTH WATER MAIN Drawing Date: 02/26/15 1 WATER PLAN AND PROFILE AS-BUILT C3m1 C3.1 SCALE: 1"=Ml HOR20NTAL, 1"=5'VERTICAL 1/8/2015 #11019 MARK A. d ICI it I — � o No. 9518ES RFGISTE0.60 O LOT 1 — — —LOT 2 — — — 1 N s s"ss Sheet 10 of 19 5 N ss LOT 4 3 LOT d _I e e"W— "W—8"W 8 bJ—8"W—B —8"W 8 ,' LOT m m 1 � - - - Ear II DLO 5 N 3N LI - - - - - - - � - - - - - - -b I�� 3 m Dm�. III (COMfUI F�CI�L) � III I I I I I I I I I I III I^ II I � - - - - - - — � C IIII � _ y L �I 3 L 111 m c � — I I 1'WATER 4':0, 1'WATER 4'FIRE W o a ' INSTALL FIRE HYDRAM P STA:0+81.63 STA:0+83.63 STA2+38.89 STA:2+40.89 1.77 COB STD DWG NO.02660- OFE;J¢.0 B Ga L QEE;38,0SZL ;e nOL.. 4fE.3 - - STA=0+79.6� 8 I IELD STREET 8 g F' oFF=za.So( _ = e"Wg e"w e"W B°w e w—IV •—e w B"W 8 BURY LINE=4814 sT T ST __ -_ + g� •Byy—� —g �O III ^ IELD STREE ^ Y III +o.o .III a �� � ,+� VALLEX COMMONS,+,DR VE —4'WATER FRI- $TA:1+56.00 STA:1+58.00 con ) 3 J OFF:38.00•R 01 Frl z I b LOT 4 NB h+i 0/—III 0. LO 1 lO�l I I wl I I INSTALL FIRE HYDRANT PER IIII LOT 4 ¢ COB STD DWGIN 60 STA 5+67.45 3 ti oN �p FF IIII O F�1 INSTALL FIRE HYDRANT PER a+0 00. BUR LINE=481135.41(RI 3.0 LET 1 q 1 N A ( ) N COB STD DWG N0.02660-4 Of 1 �I !1 STA=2660-4 J I L J O \ Frl �I • OFFINE=48 8.5 BUR7 LINE=4808.5 OC � � � \ D I � II - - L w a.00. _ m m 4"55 5T�0 aZe In Feet Scale In Feet 50 0 50 50 0 50 F�1 15 0 15 15 Scale In Meters is Scale In Meters �Tl 482 THRUSTINSTALL RED CERS,TEES BLOCKS K 825 AND BENDS 4820 INSTALL THR ST BLOCKS AT ALL 820 PER COB STD DWG NO.0268-1 �yh REDUCERS, EES,AND BEND �. PER COB DWG NO.02 0-1 1/0- ' �2 y0 INSTALL THRUST BLOCKS AT �� 0 •C�'� �, pY, y y VALVES 6"DWG LARGER PER 9 �y0 ,� INSTALL THR ST BLOCKS AT ALL .�yh°y °ch h p1j 482 COB STD DWG NO.02660-3 b1 'e 20 VALVES 6" NO LARGER PE y0 Ci?• 0 a �a•00``' O• 0 p" O ' 4815 COB STD D G NO.02660- 815 +y6• +ya^a �y°•, 09?+ +y y9 �,h�. +°�., s�a" � a y °o e' sP°• �y. +may. a° ,• \may°� �90 e yy�p ?y' °y�Pp a ^a° ►�/I PR POSED GRADE 0 p 481 815 �i PROPO ED GRADE \�hx S 0 rTl 4810 ,X O�P — — — — — 4810 —�EXI NG GRADE 481 810 4805 6.5'MIN. 805 EXISTING RARE v W 8"SARY SEWER O L HIG POINT-AIR 480 4805 1 F THROUGH ARE G FBI 480 18"MIN"EARARE HYDRANT 800 HIGH OHROUGH-AIR RELIEF TOUGH FIRE RANT INST LL 340 LF OF 8" EXISTING GRADE RAD CL 1 DIP WATER N rTl EXISTING GRAD INST ILL512 LF OF 8" PROPOSED BADE w PROPOSED RADE CL 1 DIP WATER N 480 800 N A 479 795 ` M "'o "o O N W a0 e0 .0 Na N NN _N Ma N N N N N 0N N asD O rn a a aO O o 00 o mo r , �00 rl 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 0+00 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 VALLEY COMMONS DRIVE WATER FIELD STREET WATER NOTES: Drawing Date: 02/26/15 1. INSTALL ALL WATER SERVICE LINES PER COB STD DWG NO. 02660-6 2. ALL FIRE SERVICE LINES SHALL TERMINATE WITH A TEMPORARY BLOWOFF AS-BUILT PER COB STD DWG NO. 02660-7 WATER PLAN AND PROFILE 3. SANITARY SEWER SERVICE CROSSINGS NOT SHOWN FOR CLARITY. WATER PLAN AND PROFILE C3m2 1/8/2015 C3.2 SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL MAINTAIN 6"VERTICAL CLEARANCE FROM MAINS. C3.2 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL 4. ALL SERVICE LOCATIONS MUST BE STAMPED ON CURB. #11019 JT 3 LOT 2 o MARK A. a LOT 1 3 CHANDLER 3 m Na. 9518ES m y9 RF 15 GISTERE" O m TV _ sp L - II II - - - - - - - - - - - - _ _ _ _ _ ��w --a�w e w e w-e�w \ - - - - - - - I I TT o o Sheet 11 of 19 - 8 SS ry 8 SS 8"SS 8" i3'SS 8"SS 8 SS n U m m E r incyLi ms+p 'E K r '�',, E 8 ss 3T� � I �, m LOT 1 CL TEMPORARY \ I U 9 m DRAINAGE CHANNEL - Cy C m m m 3 LOT 1 t 3 ti 0 m m pp _ b 2"WATER 4"FIRE -9FSTXF-2-G0-L STA:2+18.71 C m INSTALL FIRE HYDRANT PER INSTALL FIRE HYDRANT PER �pF.^ 00'�OFF.?-fiOR� Q C o a COB STD DWG NO.02660-4 \ I COB STD DWG NO.02660-4 STA=0+04.DO STA=4+69.3) W OUNE=4823.1 $ 8 $ _ m4+0 3+81.41 OFF 10.50 L >; O �) BU LINE=4823.1 3 _ m r- 8"W 8"Q� e'YI 8"W$�8"W BUR7 LINE-4820.0 \ a $ $ 8 $ $ INSTALL FlRE HYDRANT PER w` l + -W.W. 8'1Y 8"W_� 'W B'W COB STD DWG NO.02660-4 m STA=2+26.94 5f 0 00.00 S O Rss 'A"ss 8"S + 8"SS 8"SS 3 OUNE=4818.9 Fl 2`aVATEi� �" "�- -1- "fJR€ - BURY UNE=4818.9 .00 STA:0+86.29 STAG+88.29 s _ - STA:3+32.80 STA3+34.80 STA4+84.6 A:4+86.06 LOT ,3 OFF. :20.50'R OFF:20.50'R OFF:20.50'R OFF:20.50'R OFF:20.50 OFF: .50 0 :20.50'R I F+1 LOT 2 j LO IK b I Y I i II 3 II II \+p o� III I `I55 FJ-I K-I � 30'WIDE PUBLIC _1T ?, _OT L +0 rLINEAR PARK�TRAI .,' \ EASEMENT 111T ryI, - m _ - f -UGf Ui, JGT U T F F-0 -0 \ m 3 .I.I�yyllll GT 1V- 2+0 Q-I +oo.00 -- 8•'W e"w "w e'w-e"w-e'w 2"SS 8"S 8"S 'SS 8 2"SS 3 O O Huff�ne L ne s J /os. - _ - _ - - Scale In Feet 50 0 50 15 1-4 Scale In Meters 15 Scale In Feet O 50 0 50 15 D 15 Scale In Meters 4830 830 y INSTALL THRUST BLO KS AT ALL Jy RED CERS TEES AND BENDS p y00 REDUCERS,INSTALL THRUST TEES BLOCKS BENDS L Q- PER COB 5fD DWG 0.02660-1 o p, •C1' �00 PER COB STD DWG NO.02660-1 ' INSTALL THRUST BLO KS AT ALL op ���i �� O��QO o� 4825- INSTALL THRUST BLOCKS AT L 4825 VALVES 6"AND LARGER PER .O• �2 O •�' 0 h O� �? 4$25 Co.STD DWG NO. 2660-3 C� O $25 VALVES fi"AN LARGER PER b O ? PRO OSED GRADE P�O 00 }O� 0 9a Q y0. COB STD DWG NO.026fi0-3 0 PO }0o0y 929 F 0 r � 482 0 . OP � ,y 6 820 �) 4820 _ 820 Br00 'E 6y. �iP 2 rTl -EXISTING GRA E PROPOSED GRADE w 42"SrORM CULVERT 6.5'MIN. 4815 4815 � 815 EXISTING GE 1 FF�i�y �8" RY SEWER .5'MIN. INSTALL 363 LF 0 8' COCgTI NTOR TO AND FIELD N RIFY �.H -AIR 1 �_ 4$1G 8"SANITARY EWER C 51 DIP WATER MAIN 810 �/ O 18"MIN HIGH POINT-AIR 4810 TIRO UGH 810 18" IN LEAR(TYP FIRE HY RANT � FlRE HYDRANT INSULATE PIPE W/4'W X 10' L THICK RIGID OAM INSULATIONEXISTING GRAD EXISTING GRAD INSTALL 483 L OF 8" PROPOSED RADE rTl CL 51 DIP WAI ER MAIN 4$O $D$ w PROPOSED RADE 480 805 coM �� am nM o00 co env <om ,ern on or2 rnrn orn „1 'n as una 'nN u'tD D m`6 `6 '2N N N N N oi N p�N p0 N a a a s a a 00 a.0a m a m a 00 a 00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 71 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 9 SOUTH WATER MAIN SOUTH WATER MAIN TIE IN Drawing Date: 02/26/15 NOTES: 1. INSTALL ALL WATER SERVICE LINES PER COB STD DWG NO. 02660-6 2. ALL FIRE SERVICE LINES SHALL TERMINATE WITH A TEMPORARY BLOWOFF AS-BUILT PER COB STD DWG N0. 02660-7 WATER PLAN AND PROFILE WATER PLAN AND PROFILE 1/8/2015 3. SANITARY SEWER SERVICE CROSSINGS NOT SHOWN FOR CLARITY. MAINTAIN C3m3 C3.3 SCALE: 1"=5W HORIZONTAL, 1"=5'VERTICAL 6" VERTICAL CLEARANCE FROM MAINS. C3.3 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL 4. ALL SERVICE LOCATIONS MUST BE STAMPED ON CURB. #11019 T o \\\I\\I INSTALL 10.00' ASPHALT �MARKAAN� dp J 1 1 TRAIL PER COB STD 4 Y�/GCHANDLER > N0. 02529-17 No. 9511 o INS T ILL CATCH CURB (COB k1,D DWG x I _ I c� l:T T _ F Z R 6 O MEDIANS UNLESS 1) IN AI IICNOTED .1T 1 INSTALL 4'X4' INSTALL TYPE A YIELD 9�F EclsTcao�e�' Q m WROUGHT IRON _ LINES PER COB STD D G /NER I� ( TREE GRATE (TYP.) INSTALL SPILL CU B COB INSTALL NON-RESIDENTIAL C _ o STD DWG N0. 02528I- ON DRIVEWAY APPROACH PER LOT 2 I OT I N Sheet 12 Of 19 BOTH SIDES OF ROJO (TYP.) COB STD DWG NO. INSTALL SIGN W74-2 / (�) J s M. a p252g-12 (TYP,) W/ R7-1(R) N INSTALL SIGN W14-2 N( R7-1 I II PED. XING SIGq W11-2 m m o 70 =R w Icy W IW16_gp INSTALL SIGN R6-5P TRAFFIC CIRCLE D AIL 1 C1.3. INSTALL SIGN x I n� / / TRAFFIC CIRCLE DETAIL)2/C1.3. \1 �" Amy W/ R7-,(L) INSTALL STREET SI N IN CENTER. R6-5P W/ R7-1(L)T g n �, o I N 4 INSTALL STREET SIGN CENTE . E r7 WHI E THERMOPLASTIC FOR PIED. XING SIGN W11-2 N 214+a 7 I INSTALL SIGN R7-1 $ 1 LE ERING AND SYMBOL _ _ _ _ _ _ _ W/ W6-7P SPILL CURB INSTALL DRIVE 0 ER CURB AND E a INSTALy STOP/ST EET SIGN _ _ _ _ _ _ INSTALL SIGN R6 5P ARROWS TO XING-TYP. - - - _ - _ - GUTTER PER SS STD WG- - - - - - - - - - - � - � - q Do 7R7-1� ON OPPOSITE SIDE g !n m'R7-1( BL ARROW) R7-1(L) R7-1(R) R7-1(L) R7-1(R) R7-1(R) \ NO. 02528-2M(TYP. FOR TRAFFIC 24" WIDE WHITE N •- THERMOPLASTIC SLOP BAI� .. a'BLVD e o� o ' - •. '93'SIDEWALK . CI ES. 2/C1.3 a �N p TRANSITION FU T A L TRANSITION FULL ROWN \ w m . INST L YELLOW FLEXIBLE „ cRowN ro MAT ROWN To MATCH �+ TO MATCH T C ` L 5 9 z N DELI TORS (TYP.) BOARDWALK Ai1ENL'E TRAFFIC CIRCL TRAFFIC CIRCLE BOARDtiVALX AVE.- CIRCLE DETAIL C1.3 1 '. L INSTALL SIGN POST WITH "DO NOT DEraL 1/c1. DErAIL 1 r.3 � J C ENTER" SI N R5-1 ON ONE OPO D STREET LIGHT R4-7 R4-7 ( ) �- q24-7 R4-,l R4-7 so'R/W R4-7 LANDSCAPED MEDIAN (TYP.) W SIDE AND RIGHT TURN ONLY R4-7 W SIGN" (R3�5) ON OT ER SIDE VALLEY GUTTER g SPILL CURB A pER COB STD DWG8 SPILL CURB AT 8 8 R7-1(R) 8 8STORM DRAIN Icif NLET TYP.) 8 INSTALL LANDSCAPE SURFACED ro NOSE 0 MEDIAN N 02529-1 NOSE OF MEDIAN _ � , TDON RDWN� c+i n (' n m + w 5 DIRECTIONAL ISLAND WITH P RIMETER " � CURB - PpINT CUR YELLOW _ _ ` 13' SIDEWALK _ -. INSTALL DEAD END ®O - 8 OBLITERATE E ISTING H - ARRICADES PER COB WHITE LINE & RUMBLE ED. XIN SIGN W11-2 R7-1(R) R7-1(L) R7-1(R) ALIGNMENT PROFILE INSTALL PED. XING IGN STRIP FROM ITATION / W6- - - - - - - - - - FINISHED GRADE - EAST W11-2 W7W6-7P D�WG�0�98TT�_2 7-1(DBL ARROW) 01 - INSTALL SIGN BOARDWALK AVENUE 214+41 TO 15+72 5+72 .T PED. XI G SIGN W11-2 STA 5+52.32 EDGE OF ASPHALT R7-1(R) III W/ W16-IP 5P W/ R7-1(L) VALLEY COMMONS DRI E INSTALL SIGN STREET LIGHT (TYP.) W s STA 3+88.74 6-SP W/ R7-1(L) yA J INST ILL YELLOW FLEXIB�E * DRIVE OVER CURB D LINEATORS ON EN 5 R7 (R) INSTALL SIGN A ND TRAFFIC CIRCLE. INSTALL DECORATIVE OF MEDIANS (TYI�.) �SEE DETAIL 1/C1.3. R6-5P W/ R7-1(L) CONCRETE SIDEWALK. ALIGNMENT pFOFILE %_" i° PER COB STD DWG N ilIII II FINISHED GRADE - EAST LOT 3 �L� � LOT 4 02529-17 (TYP.) o o" X EDGE OF A PHALT - - - - - - - - - - - SIGN LOT T LOT LOT 2 � �� `"_N�R6 INSTALL W/ R7-1(L) Z < m IIII II II S S o STREET LIGHT (TYP.) A 3 N IIII INSRAIL TALL 10 CQW.00 ASPHALT UTILITY m m 29 $TD DWG o N025 -1 CULVERTS (TYP.) I I I � �OI 11�aiill 0 6 O I rl Scale In Feet NOTES: 40 0 40 1. ALL STREETS ARE INVERTED CROWN DRAINING TO CENTERLINE.CONCRETE VALLEY GUTTERS WILL CONVEY STREET RUNOFF TO EEAMiiiiiiiiDRAIN INLETS. L{ 12 0 12 2. SIDES OF ALL ROADS WILL BE SPILL CURB.CENTER MEDIAN ALONG BOARDWALK AVE.TO BE CATCH CURB UNLESS HIGH PT STA: 0+45.45 Scale In Meters OTHERWISE NOTED. r 0 HIGH PT ELEV: 4823.93 3. ALL CROSSWALKS TO BE THERMOPLASTIC W/STOP LINES AT INTERSECTIONS AND YIELD LINES AT TRAFFIC CIRCLES AND o PVI STA:0+70.45 UNCONTROLLED CROSSINGS PER COB STD DWG NO.02581-1. 11�rl. 0 PVI rI r\/-AUR91 RA 483 o K28 97 LOW p ELEV: 4812.2 4 ON ALL C RB PAJNT IN ALL NO MEDIAN NOSES.PARKING ZONES(ETWEEN SIGNS OR FROM SIGN TO COR ER).APPLY YELLOWCURB PAINT 835 O LVC:50.00 PVI STA:4+64.49 II n a PVI ELEV:4812.60 5. SIGN R7 1 IS"NO PARKING ME"W/ARROW AS INDICATED.STREET SIGNS FOR RES RT DRIVE,FALLON STREET,AND 'S FN a K:51.50 HUFFINE E SHALL BE WH LETERS ON GRE N BACKGROUND.STREET SIGNS FOR BOARDWALK AVENUE, ALLEY to a COMMONS DRIVE,AND FIELD REET SHALL BE W ITE LETTERS ON BLUE BACKGROUND. + + VC:104.95 483 't o o ^ 0 830 Iii Lirn N a 6 ww II m +a +00 w� Gi I;.i N 4i CD 0 MATCH �XISTING LANE) w (HUFFI E LANE) 482 825 -1.089, PROP SED GRADE -____d O u7 482 \ o 4820 ETl \ 819, II + rn h�l EXISTING GRADE II II II ¢M ~N o6 481 815 �ii II m II w II v O W o� ft 481 1.50 810 w FIELD STREET EXISTING GRAD INTERSECTION PROPOSED GRADE 480 4805 L� w W r7 M r'l N N c0 7 c0 r m O N O Cam' 44JJ M �O O I� N a0 N O N O> M I� O M iO a0 N of of � O cO N � � M O> �fl I� � O N w w _�N �_ _�O N N t2 r M M N M N N O O O 06 O m 0 m 0 W of W of of of U' ro W of N of w W .0 OJ .0 W .0 of ro .0 1 wI� a N a a N a s w a a s y a s y a s w a a s y a a y a s a y a -0+50 0+00 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 Drawing Date: 02/26/15 BOARDWALK AVENUE ROAD PLAN AND PROFILE AS-BUILT C4m0 C4.0 ALIGNMENT PROFILE=EAST EDGE OF ASPHALT 1/8/2015 SCALE: 1"=40' HORIZONTAL, 1"=4'VERTICAL #11019 N MARK A. a LOT 3 CHANDLER I > OT 2 % No. 9518ES 7+ oo I INSTALL DECORATIVE I I CONCRETE SIDEWALK INSTALL 5' SIDEWALK ALONG q z _ o PER COB STD DWG INSTALL TEMPORARY a N0. 02529-17 (TYP.) RESORT DRIVE NORTH OF [r x Sheet 13 Of 19 RETENTION POND �' a VALLEY COMMONS INTERSECTION Scale Ire,Feet �' o �p 40 0 40 p z Uj [ m E INSTALL 3 X 100 FT X 1 FT g 12 0 12 DIA UTILITY CULVERTS AND TRAFFIC CIRCLE LOT 7 I Scale In Meters 1 X 100 Fi X 4-INCH DIA LOT 4 LOT ,. DETAIL 1/C1.3 u STREET LIGHT m PVC CONDUIT. x (TYP.) E I� l INSTALL SIGN R7-1 BOARDWALK AVENUE INSTALL TYPE A STOP BAR PER r 0 4g11,g4 l (ARROWS TO XING) STA 5+52.32 COB STD DWG NO. 02581-1 fio W m' 0 EXISTING — 812.45 TYP. OPPOSITE SIDE VALLEY COMMONS DRIVE E I •m E STA 3+88.74 INSTALL IGN R7-1 INSTALL FU UR m � j I26`„Z' T EASEMENT LINE J ARROWS TO XING- STOP/STREET OIY ) 4814.84 IRSS LK/SIDEWALKe+ R27.0 P IWIWINSTALL DEAD END ¢ PROPERTY LINE P. ITI N w TYP. OPP ITE SIDE) SIGN (EXISTINGF'CURB CUT BARRICADES PER COB z - H N L DOUBLE GUTTER PER E STD DWG NO. 09810-2 •;s',•siGEwALk.(Tw) : -:e9A WA v. - 's'SIGEwaix DWG NO 02529-1 � • .. TD C c 0 8 (13.63) 8 R-35 8 8 8 8 (14.63 I B,p4 CCp• Ty R (EXISTING) c.Ro v'AORNEW ISTING .:, VALL. 4 CONC.VALLEY GUTTER �}(13.63) � (14.83a W71-2 W KIP'q'PN W6-7P '9'SIDEWALK NP)' R80. Tv .• :. W11-2W W6 7 w4815.33 SIDEWALK PER COB STD DWG INSTALL DECORATIVE CONCRETE/ / p R (EXISTING) NO. 02529-17 (TYP.)- - - - - - - - - - - - R28.2 R22WARP CROWN TO MATCH INSTALL 5'XS' TRANSITION CROWN4812.95 12.95 EXISTING GRADES AT WROUGHT IRON 5+ TO MATCH UT R€EXISTING PROPERTY LINE TREE GRATE (T(P.) BOARDWALK AVE. INSTALL 5' SIDEWALK ALOSSWALK/SIDEWALKNOTES: CULVERTS UTILTY(TYP.) VALLEYRESORT COMMONSIVE SOUTH OF T INTERSECTIOF O ICI w 1. ALL STREETS ARE INVERTED CROWN DRAINING TO CENTERLINE. _ CONCRETE VALLEY GUTTERS WILL CONVEY STREET RUNOFF TO DRAIN LOT 1 INSTALL TYPE A YIELD O INLETS. NINES PER O. 02581 10(TYP) DWG 64 O a 2. SIDES OF ALL ROADS WILL BE SPILL CURB. CENTER MEDIAN ALONG BOARDWALK AVE. TO BE CATCH CURB UNLESS OTHERWISE NOTED. 3. ALL CROSSWALKS TO BE THERMOPLASTIC W/ STOP LINES AT INTERSECTIONS AND YIELD LINES AT TRAFFIC CIRCLES AND UNCONTROLLED CROSSINGS PER COB STD DWG NO. 02581-1. 4. APPLY CURB PAINT IN ALL NO PARKING ZONES (BETWEEN SIGNS OR 4+0 03� FROM SIGN TO CORNER) AND ALONG CURB BULBS. 5. SIGN R7-1 IS "NO PARKING ANYTIME" W/ ARROW AS INDICATED. F I I �NI II STREET SIGNS FOR RESORT DRIVE, FALLON STREET, AND HUFFINE LANE SHALL BE WHITE LETTERS ON GREEN BACKGROUND. STREET SIGNS FOR BOARDWALK AVENUE, VALLEY COMMONS DRIVE, AND FIELD STREET SHALL BE WHITE LETTERS ON BLUE BACKGROUND. I� O 41130 830 HIGH PT ELEV: 4813.20 PVI STA:0+57.34 W PVI ELEV:4813.29 K:23.62 LVC:50.00 N am an N 4825 N N N M ^ 4825 �J o&i a n co II II FQ�� co a O F-I N U f%I U + + pip f%O V> V } } � QQN M ao W� O I II a 4820 - N N � 820 N w W a W W V W Co 0] w II w II EXISTING GRA E ` 4815 w w 4815 v rrl 2. 0% - .00% 0.9 % F+1 1.627 _ -0.50% 0.01% MATCH EXISTI G O �h MA�I� (RESORT DRIV ) I.y 481 PRO OSED GRADE 810 rW1 MATCH EXISTING GRADE RAFFIC CIRCLE ^ STA = 0+00.00 A ELEV = 4812.36 EXISTING GRAD PROPOSED RADE 4805 4805 r`' >> co . o w w 4 M M O r O m1 N M ul M O r� O ^ O� uJ W M OJ W W N N N M M O N ^N N N M N M N M N M N N 7 n r'1 Q 4 V V m w .m 0 m .m Y .0 m a m w m 0 m co m Y .W w m m I I 0+00 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 Drawing Date: 02/26/15 VALLEY COMMONS DRIVE ROAD PLAN AND PROFILE AS-BUILT C4ml C4.1 CENTERLINE PROFILE 1/8/2015 SCALE: 1"=40'HORIZONTAL, 1"=4'VERTICAL #11019 11 I I FALLON STREET EXISTING A Ps II �INSTALL 5' SIDEWALK 0F�10^TgNq u -- s.s BLw. N --- _ . MARK A. CHANDLER - - - - - - - - - - - - - I = - = I o N o 9 51 EX. STORM DRAIN INLET EXISTING RETENTION POND .' - - �� 9 FREDISTEaO�p�� RESHAPE AS SHOWN NOTES: 'IG/NCR P� TOC=4801.55 (AB) - STORM ATER FL OUT=4798.52 (AB) I - - 1 RETENTI N RON<} 2A 1. ALL STREETS ARE INVERTED CROWN DRAINING I - INSTALL 5' SIDEW LK ALONG I DEPrH=1. FEE 0' TO CENTERLINE. CONCRETE VALLEY GUTTERS / it AREA O M -DEbbTH 300 S9.Ft. I .Sa`EBet 14 Of 19 FALL N STREET vowME=s st WILL CONVEY STREET RUNOFF TO DRAIN INLETS. II _STORM WATER I BOTTOM 0 P01,11112.40 2. SIDES OF ALL ROADS WILL BE SPILL CURB. m _ -RETENTIONDEPTHz;1-sFE-}� o m E i CENTER MEDIAN ALONG BOARDWALK AVE. TO BE I C m m AREA OMID-DEPTH=1o,496 5.Ft. CATCH CURB UNLESS OTHERWISE NOTED. Scale In Feet VOLUMEF POND 47 Ft. FOruRE DRaNAGE SWALE 3. ALL CROSSWALKS TO BE THERMOPLASTIC W/ I .T " 1. 40 0 40 Lot 3 BOTTOM OF POND=4799.50 STOP LINES AT INTERSECTIONS AND YIELD LINES E t Minor No. 340 I AT TRAFFIC CIRCLES AND UNCONTROLLED o 12 0 12 (01. 0 - - - / p„ - p �_ �'(b3.9.) (fJ m S�.� - - - W J 111E CROSSINGS PER COB STD DWG N0. 02581-1. , Scale In Meters T.o.P. - - - - - - -LOT 2 LOT 3 -' "e INSTALL DRAINAGE SWALE ( 3' O) •a�, INSTALL DRAINAGE SWALE W/ T ND I T�' 4. APPLY CURB PAINT IN ALL NO PARKING ZONES m '� o (BETWEEN o W/ RIP RAP FROM TOP OF r r- - - - - - - - - - - _ _ - - J - - -RIP�RB (148007 00) TO OPM TOP OF OOF STORM TE ND ALONG(CURB BULBS. SIGN TO CORNER) I 9 c POND 2B (4803.70) TO TOP RETENTI POND 2B p1 OF POND 2A (4801.00) - FUTURE RETAINING WALL POND 2A (4803.90) DEPTH=1.5 ET 5. SIGN R7-1 IS "NO PARKING ANYTIME" W/ AROUND SOUTHEASII CORNER AREA o MI-DE 3.h 85 Sq.Ft. ARROW AS INDICATED. STREET SIGNS FOR OF RETENTION WONQ 1A VOLUME 4 BOTTOM OF PON�4e i.5o LANE RESORT BE FWHITTE LETTERS ONALLON STREET, DGREEN NE W a BACKGROUND. STREET SIGNS FOR BOARDWALK - - - - - - - - _ - - - - - - - W 11 AVENUE, VALLEY COMMONS DRIVE, AND FIELD m - STREET SHALL BE WHITE LETTERS ON BLUE STORM WATER INSTALL 5' SIDEWALK ALON BACKGROUND. RETENTION POND 1 B R SO T DRIVE NORTH OF FIELD -� DEPTH=1.5 FEET L] LOT I1- LOT 4I STREET INTERSEAaMN q CUT EX. CURB AREA O MID-DEPTH=3,105 Sq.Ft. l ( - /I VOLUME Cu.Ft. \ : /x �'N INSTALL INLET DRAINAGE eorroM OF POND=4802.20 - INSTALL DEAD END INSTALL DECORATIVE GONG ETE ( r wm CHASE PER COB STD BARRICADES PER COB SIDEWALK PER COB STD D G INSTA L DRAINAGE SWALE DWG N0. 4' L X 14 STD DWG NO. 09810-2 NO. 02529-17 (TYP.) PEdL DETAIL 8/C1.2 TO 2 W X 14' L X 0.5' H) INSTALL 3 X 1CU FT X 1 FT III '" III ( W DIA UTILITY CULVERTS AND INSTALL DRAINAGE SWALE TOP OF POND 1 X 100 FT X 4-INCH DIA STREET LIGHT INSTALL ECORATIVE CONCRETE PVC CONDUIT. PER DETAIL B/C1.2 Tq (TYP TRANSITION FROM FULL CROWN SIDEWACK PER COB STD DWG :0"-, .B4 03.70) - TOP OF POND (4803. 0) TO MATCH TRAFFI CIRCLE (CURB CU r�-11 I NO. 02529-17 (TYP.) r7C1 z (05.86) (05.34) R=28�-ryp, EASEMENT(1rP.)- TRANSITION MAT HOTR FFIC CRCLE M FULL CROWN DETAIL 2/C1.3- STAI 3yp�A_STna RAR PFR I I'. FR sswK/SIDEWALK o - - - - - - - DATA I Lam/CT3 - _ p ASPHALT) PROPERTY ONE P. ISTI COB ST DWG N0. 02581 1 - 4809.29 EX NG) N` LF CURB CUT INSTALL DEAD END ss'BLVD. ss'BLVD. ALL DOUBLE GUTTER PER I .es C STD DWG NO. 02529-1 BARRICADES PER COB (05.86) (06.93) _ - (10.78) STD DWG N0. 09810-2 o g (05.93) g g g 84'CONC.VALLEY GUTTER a 90.0 + + + EXISTING) = 49) A FIELD STREE12/Cl " y SCH TING (06.59) (06.93) .. 10.78 10.52 1 I ¢ 6.SIDEWVD. , i 1,5'"SIDEWAL9+ - .11.5'.SbEWALK'a 6.5'I LVD. FUTUREIDEWALK r T. .. ..., .: 4810.35 CRO w i/S I U EXISTING) I Lot 4 rn pg,7g) I FIELD STREET WA CROWN IAS SHOWN �STRIE IGN (06.88) WARP CROWN AS SHO4yN INSTALL NON-RESIdENTIAL STA 3+85.95 4 Minor No. 340 TO MATCH EXISTING DRIVEWAY APPROAC PER TRA BOARDWALK AVENUE TO MATC EXISTING Io COB STD DWG NO.� D 4 STA 9+20.15 (RESpRT DRIVE) 3 X 12" ULkl- l 02529-12 (TYP.) IIo II a LGDLVERTS 6D LOT 4 L T 1 E LOT 4 LO- 1 rO IiI o INSTALL TYPE A YIELD 5 e+ LINES PER COB STD DWG INSTALL 5' SIDEWALK ALONGG hh~~iil) N0. 02581-1 (TYP.) RESORT DRIVE NORTH OFl VALLEY COMMONS INTERSECTIOI ti [,I 1 11 NN LOT cJ T 482 825 HIGH LEV: 0.71 PVI LI :5+05.35.30 PVI EL4810.90 K: 2.44 LVC 110.00 O 482 M1 0 of o o 820 FF7-I a? 00 0 0 0 N +0 na II O N no NU NU V~)m rTW, + w mm QYQ0 + Q^ W a 481 0 �1 4815 FO II �� o II r_,Vl� HM Yo N • m PROPOSE GRADE ���' wN L Y� w II cDw m �a 8 w II m cD w -0.44, 481 0 II � 810 c�w - _ EXISTING GRADE 0'8�- t�TRA7111"CIRCLE �MATCHEXISTING • 2 EXISTING GRAD (RESORT DRIVE) 4805 PROPOSED RADE 805 W m M <O O� N W a <O m . N BEGIN CEN ERLINE m� N� o^ ry� any ao^ w a m0 rn� r?0 u a oN 0 w BATCH EXISTIN GRADE tO 6 ^co ^co ^us ^ ^^ n 0 o6 oo 6 00 rn ro o rn o °'0 0 0 o ro0 °0°0 Q0 s a a ma 00 °0°0 °0°0 00°0 ro0 °06 CD 0 ro0 °OD�m m� ro� °°� a0 - a .0 a a..i a v a a � a ma -0+50 0+00 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 FIELD STREET Drawing Date: 02/26/15 ROAD PLAN AND PROFILE AS-BUILT C4.2 CENTERUNE PROFILE 1/8/2015 C4m2 SCALE: 1"=40'HORIZONTAL, 1"=4'VERTICAL #11019 DISCHARGE W/CMP �ALL ND��TI�WIIDE ALLTr - - - s7 CHANKA. 3r -Sr - - - - - - - - O- Scale In Feet _ �, a No. 9518ESa Seale In Feet STMH 2 / 50 0 50 0 r2, 50 0 50 STA:7+52.56 OFF:0.00' RETENTION POND 1B C) �p RIM:4806.20 4 DEPm-t.5 FE£f -r P$ER FL IN (E)4802.46 nRu o MID-DEPm-3.-Sy.R. 15 0 15 0 _ 15 0 15 ( FL OUT N 4802.46 roWME-4,55T Cu.a ) eoTTau aF IND-4e0z.1 Scale In Meters wC�J Scale In Meters LOT 4 I' Sheet 15 of f9 NOTES: N J 1. CONSTRUCT STORM DRAIN COMBINATION 0 m E 1 F- MANHOLE AND CURB INLET PER COB POND OUTLET STRUCTURE - - INSTALL RIP RAP SWALE FROM DETAIL 3/C1.3 0)N^ m STD DWG NO. 02720-113 (INLET 1, TOP OF POND iB TO POND 1A STA:0+00.00 OFF:0.00' w 8.� INLET 2, INLET 3). RIM:4801.00 I EX. POND I _ �� FL OUT(W):4797.80 RESHAPE AS SHOWN LOT 1 L 2. CONSTRUCT STORM DRAIN MANHOLES --- _ - _ - - - _ - - v a PER COB STD DWG NO. 02720-3 (STMH = -__-- - (n m pp OA, STMH OB, STMH 1, STMH 2). -p L, 3. CONSTRUCT POND OUTLET STRUCTURE _ - 9. III m R F PER DETAIL ON SHEET C1.3. III o \\ v + m r - rn � N �m 1 (INSTALL CMP FLARED N p VSTORM WATER STORM WATER END SECTION W/ N At STMH 1 RETENTION POND 1B RETENTION POND 1A III', -RIP RAP SOT LET i STA4+13.91 OFF:0.0�' DEPm0 MI FEF DEPm 1.5 I IT C `a RIM:4803.91 MEA O MID-DE Sq.R. 1 - W roWME-4.557 Cu.Ft \ ARFA O MID DIF1H"10.858 Sy.Ft - INLET 2 FL IN(S):4803.94 00 aoT oM-o�POND-4aoz.zo rowME=15.003 a.R. N STORM WATER 90TTOM OF POND-47H.50 STA:0+25.58 OFF:0.00 I FL OUT(W):4803.94 RETENTION POND LOT 3A P RIM4811.32 INLET 3 NLET 4 - - oEPm-t.5 Fx C$ c p STA:0+77.56 0 0.00' STA:3+73.91 OFF:0.00' nNv,o MID-DEPm-4,z5e Sq.Fc FL IN (5):4807.20 5+f�.00 roLUNE�6,38)Cu.Fl 00 RIM-4811.16 RIM:4808.72 FL OUT(N):4807.20 FL IN(S):4806.7 FL IN(S):4804.28 BOTTOM OF POND�4)9).00 FL OUT(N):. 76 FL OUT(N):4804.28 w 8' S�W L T 1 AWE' ew ow 8w ow 8'w e:, \ C FrI g o P s L �- b I � 81 sTSr A sr sr sr - N S 8'SS SS) - F II IYI � � a STA:0+06. FF:0.00'INLET 08O RIM: .�. � OT 2 L 1.45 - - - - yS4881 2FL OUT(N):40 1 98 O SF� LOT 2 LOT 1 LOT 2 LOT 3 u LOT 4 5 w sTo 8,.w slue a b W �- J T 8,.55 sTDe8'S5 2 o Fay oo� � I-A y^g0 O 482 pro^ 6, 820 a81 4e 1 o r�yo V ti, .�ON '� .10 n 0..P� �i�0 7•'h `Y� 481 �L � 815 Q��,oS• (O, cn' � � � EXISTING GRA E � �. �p �N0 ,�p� 480 (STING GRADE 4805 EX. 481 �• O 810 PROPO D GRADE V O POND 1A PROPOSED G E 2.0'MIN. ALLON STREET 480 800 20'of 15"PVC O 0.789< f 2 DISC 97.0E h+�l 98'a DISC AR RE TO rT, "PVC 0 0.82 LOT 3A RETENTION FOND 296'of 18`pyp® .84R 480 ill 6- I W/ MP FLARED EN SECTION 52'of 15"PVC O 0.85% CLEAR OW) 33'of 21"PVC p44yr 805 (NO OF FALLON REET) 8"SANITARY EWER DISCHARGE TO 479 4795 U 1 18 MIN rTl of 21`PVC O 0.87% 18"M N RETENTION POND 1 S CLEAR(TYP) C�MN EN C P FLARED EX. 12"WATER MAI CLEAR P) END SECTION V 480 59 of 21"PVC O 0.44% FL EL :4802.20 800 8`WATER MAIN EXISTING GRAD 479E 479E EXISTING GRAD a <o a a PROPOSED RADE o 479 795 OI N N ID OJ n N O o a r OI M r O W N M r O M O O M N00 M Noo NW a O O OO O O o O^ a a ^n O OI O O^ O 0 (O M 0+00 0+50 1+00 1+50 W op D DDD W °DW D !V�!4 a 00 a DD a a a a a a a a oo a a a a oo .0 a a 0+00 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 STORM SEWER BLOCK 5 STORM SEWER (BOARDWALK - FIELD) Drawing Date: 02126115 STORM SEWER PLAN AND PROFILE (7)STORM SEWER PLAN AND PROFILE C5.0 SCALE: 1"=Ml HORIZONTAL, 1"=5'VERTICAL C5.0 SCALE: 1"=50'HORIZONTAL, 1"=I'VERTICAL AS-BUILT C500 1/8/2015 #11o1g INSTALL 205 F OF ALE AT 1.43%.SEE AIL T SHE � .�MWYTq,FN 20'WIDE ALL ST ST r v r MARK A. Q CHANDLER G� DISCHARGE TO SWALE.ARMOR _.DISCHARGE TO EXISTING - W/10 LF OF WASHED - O Seale In Feet __ COBBLE RI RAP. CHANNEL.ARMOR W/ 1 9 RECI STERN p�0 50 0 50 \ OF WASHED COBBLE k P j INSTALL'111 LF OF 24"CMP 6 CULVERT UNDER HAMMERHEAD. 15 0 15 I III 1 7T 3 ^LOT SF INSTALL CMP FLARED END SECTIONS LOT 4 Scale In Meters , \ ON/EACH END SE DETAIL 2/EX1. Sheet 16 of 19 INSTALL 490 LF OF SWALE AT 1.08%.SEE DETAIL THIS SHEET. �F ° m� II I 'fita T , - R I 1S��za � 9 L 2 azO�sF LOT 3 _01 T LOT 1 i W a LOT 3 LOT 2 LOT 1 W 14,195 5F 14,510 SF 17,785 SF I � / DISCHARGE TO SWALE W/CMP INS TE WATER FLARED END SECTION.ARMOR ,/' AN SEWER RINGS 10-LF OF WASHED COBBLE RIPJ'RAP _ l 3y m -- I\ "w 8' 811w 8, o A'WE# F- 8"w III T L 0 III �_ B[ 9R BT -1 ST o ST SF � 5O5 a s"ss a"ss a"ss a"ss 'ss s"ss s"ss II IIII e' s e"ss 6y s ssl — F O IIII IIII IIIIII � a a .. :.. .:. ..: ..:: .> _• IIII � a II .' � U U �vV ��CONNECT TO EXISTING 41� LVE[2T_ CAP W/APPROVED CMP JOINT BANG;"r °' LI� EXTEND W(NEW 42"CMPI CULVE T. LOT 3 O8 4 1��G IIII SEE.DETAIL`\/EX1. \ 14,51a SF 1 755 5F F�1 5 \III LOT 3 OT 3 L T 1 LOT 3 LOT 4�. -I- 42,919E m - - - 483 4830 O 482 4825 482 820 O PROPOSED GRADE 5.5' 2°UTILITY CUL ERTS--_, V 4:1 1' FREEBOARD EXISTING GRADE PROPOSED GRADE Z 482 2.0'MIN. 4820 481 815 FLOW DEPTH \ TEM ORARY GRADE EXI ING GRADE� _ 2.0'Mill. — PROVIDE 6" COMPACTED-" OMPACTED- V1 221'of 42°CMP®0.o% \ INSTALL TI FLARED T TOPSOIL TO FLOW DEPTH 1.5' \ END SECTIO I O 481 — — 4815 481 810 ®o.aa% CONNE TO AND 6"MIN SLOPE VARIES W tl"MIN EXISTING U1.88% EXTEND LVEEX,T CLEAR( ) CLEAR 160'of 42"CMP 1.88R CMP C LVERT *W/ INSTALL MP FLARED O 9°SM SEWER XI G JV INSULATE 4'W X 10'L END SECTION 481 El 4"WATER MAI W N RING 41110 480 805 �SWALE CROSS SECTION DETAIL a1 INSULATE X N o I� o r1 r� ro 10'L X 6"THICK RIGID o co co C5.1 oD INSULATION N I� o SCALE: NTS O a I\a N N 0 M M 0+00 0+50 1+00 1+50 2+00 2+50 0+00 0+50 1+00 1+50 STORM SEWER CULVERT EXTENSION STORM SEWER VALLEY COMMONS Drawing Date: 02/26/15 42' CULVERT EXTENSION PLAN AND PROFILE (:7)15' CULVERT VALLEY COMMONS PLAN AND PROFILE C5.1 SCALE: 1"=50'HORIZONTAL, 1"=5'VERTICAL C5.1 SCALE: 1'=50'HORIZONTAL, 1"=5'VERTICAL AS-BUILT C5ml 1/8/2015 #1,019 II 8"SS PE OF MQyTgN 12"W 12"W 12"W w 12'W 1.w 1 z'w II z w 1 z"w 1 z'wm 12'w 1 uT a"ss a"s a"ss II o�I� � `S"t�"�et z w ILITV EASEMENT 8 SS 8"SS R MINOR SUBD.N0.293A MARK A. o: A � t � CHANDLER — — — — No. 9518ES 'J f _. •� OMMON OPEN SPACE I� O r 1 EA / �4"'EN S II 9 REc tL`��p?O L II 5Tb E-E PPo'OS _ F'K'/NCR Pt��s. 1/010074 SPPEN SPACE N1 - - (4]3 IN �' RO P OSEO LE UNDERGROUND E C 2 I _ J 3 Sheet 17 of 19 / SHARED PAR G SHARED PARKING. `j () DRAINAGE AG __ o EASE ENTC RAI EASEMENT L C r n u ROPOSEO @ N m PROPOSE UNDERGROU D—1I n II C ~L T�In - 8"SS -- "SS 8"SS 8' E Ui LO 'A 4IT 3 II 7 0 F 52,198 37, R E UN SE NT 0) �m md L ` S. SHARED PARKING, 0 0 .-.c (COM CIAL) „ 0 am III 3 X 12"URLRY - F� C O a — m Q CULVERTS `Tu 3 a — T EMENT(TYE) II 1 t0 U ILITY 01 30'WE UP ITY 0'WI E U LITY& 2 O J PUBLIC CC 5 E EMENT PUBLIC ACCE E SEMENT �U EASE ENT W z — 3 ­ III J. Ii+ D,ul II Q 90-Gc �i 8"W 8"W ,W 8"W 8"W TS TS + ST ST ST ST ST ST 0 tree V III w I II IIII ��Ih IIII Z l N_� 3 Lot 4 Q 10'a ILITY ur. Minor A. 340 I— EASE SIE _ vP r LOT 1 OT 4 L — II 1 7,785 SF 17.785 SF . z= 3 II III II - (� I II SOTS V w Minor Subd. No. 295 Sprin gCreek ll lage, C 49 Ty�T�--T�/, - LOT 2 LOT 3 - 1 ,51C SF 14,510 SIF SF II SHARED Pa ASEMENT SHARED PARK G.DRAINAGE&ACCESS EASEMENT 3 o LOT 3 LOT 2 3 X 12"UTILm Z 14,198 SF 3 14,198 SF CULVERTS 11 0O r,a'UTILITY EASEMENT(TYP.) 10'UTILITY 3 � EASEMENT(T � w zI It S ° II IL W 8 W 8„W AL R n f vc n 3 9ae� 8 SS 8 SS 8 S 8 SS J— -"--"-� 8"� O,u`� Drive r` tiII • y 11 CA- Q 1 UTILITY EASEMENT(TYP, 3 II � 3 X 12"UTILTY " CULVERTS PROPOSED 8"GAS MAIN LOT 1 PROPOSED UNDERGROUND ELECTRIC N 64,624 SF - SHARED PARKING.DRAINAGE \' &ACCESS EASEMENT ENT - I fi L— _ _ 3 III 30'U I ENT I /. fj PROPOSED 8"GAS MPIN 3 ' Minor No. 340 3 YF IOPOSED UNDERGROUND ELECTRIC 11 h'�1 IIIIa � a gall �� II = a coy J: i{� I II IWI� LOT 3 LOT 2 II II LOT 3 LOT 2Ih it w 47,730 SF 42,214 SF 42,791 SF 43,097 SF lv 16'X 16'H 3D' UTILITY E ENT UTILITY EASEMENT FF" 30'WIDE U=,L 8"W 8"W� "W 8"W 8"W 8"W EASEMENT 8"SS 8"SS v 'SS 'SS 8"SS SHARED PARKING t DRAINAGE AID DRAINA 15 N 8"IRRICAl10N EA`._ 8"IRRIGARON CULVERT TO MEDIAN CULVERT TO MEDIAN f IXISRNG GAS II MAN PROPOSED WDERGRO NO W 3 X 12"UTILITY ffFFFF 50 oti UBUC vi CU LINEAR RK/TRAIL Drawin Date: 02126115 Scale 7n Feet LVERTS I _ ___ j T 9 60 0 60 GE 16 O 16 -HUGE UGE GAS — I U —A — A =-c Scale In Meters — cAs�.-�cA s -� s _F�us- cr ucr ucr — F P P - - AS-BUILT C6m0 12 UTILITY EASEMENT 2D' IGN E EMENT 1/8/2015 PRIVATE UTILITY PLAN Esser C6.0 SCALE: 1"=W — — __ — t of fi E T,a-r a/r2 AeANooNEo lg" P ^ _ _ _ P i'_ #11019 OF M0194'�iJ o MARK A. CHANDLER W 5, No. 9518ES 0 5 y9� RFGISTERE" �O F'�lAlEER Pt1p� Sheet 18 of 19 T o mm o a EKr � & C U oa W IA 2 � p 11" a o I w1B LOT 5 Minor Subd. No. 295 �f� Z "�� '21' < 20' DRAINAGE AND DITCH MAINTENANCE EASEMENT SpringCreek Village, LLC O A FUTURE 10' SIDEWALK J 15 J Sq Ft. 3 GO 34 Ac es p1 20' WIDE EASEMENT TO U.S. WEST COMMUNICATIONS, EXISTING DITCH $ SO� a INSTALL 10' ASPHALT INSTALL 24 LF OF 38" X 57" CSP CULVERT INC. PER FILM 148, PAGE 89 AND 20' WIDE U/G TELEPHONE CENTERLINE `> WITH FLARED ENDS PIPELINE RIGHT OF WAY EASEMENT TO MONTANA AND F-0 LINES INSTALL 10' ASPHALT c TRA 9 IL PER COB STD CONNECT TO EXISTING FL S=4820.70 POWER CO. PER FILM 145, PAGE 3577 TRAIL PER COB STD I DWG NO. 02529-16 1 _ _ U G GAS LINE CONCRETE SIDEWALK 1 \ IL FL N=4820.37 _ / DWG N0. 02529 16. - — _ GAS G 5 .. F= Fes= — � UG — _- _ - — — — 0 I EXISTING 36" CULVERT 30' WIDE PUBLIC LINEAR PARK/TRAIL EASEMENT -- - - `,.�� \ O INSTALL 10' DECORATIVE 1' WIDE NO ACCESS STRIP U G FIBER OPTIC MARKER 'a 00 \\\ O ABA ON U 1a a CONCRETE CROSSWALK EXISTING 24" CMP p / y. EXISTING DITCH \ EXISTING TRAFFIC LIGHT AND ADA RAMPS ACROSS EXISTING CONCRETE FLUME 12' UTILITY EASEMENT 4,G 27LB Lane I- EXISTING CONCRETE o \ CENTERLINE N'LY RIGHT OF WAY LINE OF PARCEL 70A.1 PER ABANDONED ia�'s�„�„ RESORT DRIVE - — �AR6AIW--P,ND SALE DEED TO STATE HEADGATE DEPT. OF TRANSPORTATION, ACCORDING TO FILM S ii L G ii l e P r O�2 C t N O. 144, PAGE 2178 F50-2(11 ) 82 TRACT IN NE 1/4,NW 1/4 SEC 15 V TRACT 1 Mountain Meadows Estates, LLC COS No. 2229 ZONED A—S (COUNTY) Richard & Kristie Kountz EXISTING 36"---"// Q ZONED A—S (COUNTY) CONCRETE CULVERT 0 W U w �7 0 N � A 1� ASPHALT TRAIL PLAN - LOT 5 Contour Intervals: 1 Foot c7.o Drawing Date: 02/26/15 SCALE: 1"=60' Scale In Feet 60 0 60 18 0 18 Scale In Meters AS-BUILT C7m0 1/8/2015 #11019 LEGEND 12°w 12-'w 1r°w. 1z'w Fallon, Street..,;' 12'w 12"w 12"w 12"w 12"w�12''W OF MpyTgN S s"ss ass a 5 "aSS q SINGLE LIGHT POLE aSs� o � a��ss a"ss EUROTIOUE,HANOVER SERIES EH16 150M MED OCR SR3 _ MARK A. FULL CUT OFF .....:.. .. i o OPTICAL HEIGHT = 15.31 FT _ _ — ��—\ ,. `.. — ;:..� o CHANDLER ARM LENGTH = 1.67 FT 9 ILLUMINANCE = 12,800 LUMENS p l O RECI STERf.�O H DOUBLE LIGHT POLE FULL CU E,HANOVER SERIES EH16 150M MED GCF SR3 - r. FULL CUT OFF OPTICAL HEIGHT = 15.31 FT LODGE LODGE _ LODGE LODGE LODGE ARM LENGTH = 1.67 FT UNIT UNIT 3,981 Sq.Ft. UNIT UNIT I LODGE Sheet �g Of �9 ILLUMINANCE = 12,800 LUMENS B B B A UNIT PROPOSED BOLLARD LIGHT '340 / L J C m o o 1 FOOT—CANDLE CONTOUR ��. --� '.i , . :.; m m h 3 �N2, 2 FOOT—CANDLE CONTOUR f h 911 ' T hum 3 FOOT—CANDLE CONTOUR e"ss 'SS e"SS e'Ss 4 FOOT—CANDLE CONTOUR L DGE °Q _a- LODGE !D m° III 5 FOOT—CANDLE CONTOUR III U ITC 5 oW a s UNIT C - F - <� C 3 i III - o (C_ AL) C �� LODGE LODGE LODGE LODGE LODGE LODGE1 CI)°a a o III UNIT UAIT UNIT UN T - `° UBT UNNIIT BIT - B 3 W 1 6 0 w s �� ieId Stre p > a 'OS a R2k d Lot 4 Minor No. 3402 STORY m ; `. 'l• `1RETAIL�OFFICE RETAIL�OFFICE III 4 4 f .. 4 S I m 1��jj BUILDING BUILDING - Q Ii 13,096 Sq.Ft 3 13,096 Sq Ft _ = w a I nT 5 J - 1 STORY, f1a 1 STORY 11 COMMERCIAL V COMMERCIAL Ile. :II-Eq. Q BUILDING BUILDING b p s I1A o i� 6,560 Sq.Ft 6,560 Sq Ft 3 J g � C iT cc 2 STORY 2 STORY 2 STORYCOMMERCIAL/ COMMERCI COP]' L IEXTENDEDEXTENDE F ^V STAY STAY BUILDING BUII I O 16,340 Sq,Ft. 17,624 24 /\) Q Valley ons Dri o � V o V w 0 o fz) a +'IjEall's �Iipii> •.iipii 3 Q p„ YiiAii} GOB), U STORY Q BANK MOUNTED HEIGHT AT HUFFINE IN RSECFON=25.0 FT Scale In Feet OPTICAL HEIGHT=22.3 FT� I Drawing Date: 02/26/15 60 0 60 ia 18 0 18 \ Scale In Meters AS-BUILT C800 OVERALL LIGHTING PLAN y� /� 1/8/2015 C8.0 SCALE: 1'=60' _ — a/ (i G