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HomeMy WebLinkAbout1.2-6642 Record DrawingsTRACTS NO, 6603 & 6604 FD. 2" IRON PIPE TAGGED FD. 2" IRON PIPE TAGGED FD. 6m IRON -PIPE w/HUB DP & TACK AT CENTER UP 12 RCE 15177 NOT OF RECORD ,'A iN, -AIL ',W� 64 P` RCE 17564 FOR 1/16 COR. FOR N. 1/4 COR, SEC.. 30, PER P.M. 8122, P.M. BK. 35 29/29 P R R/S 8K. 15, PG. 192 PG. 159 9'47'54*W OF E RIN.- 663. AW 0- SMH 0 96 4 C. 4 5 2 6 95 6 SMH #3 7 94 •SMH., #496- 8 4 :�} `. 93 92 91 90 89 01. 9 CNO L A 86 87 83 84 85 W �101 H to tie 10 ; 6 COUIT 0 ISM�j #6 3: W 80 79 78 77 76 75 12 J 74 13 0 f 14 a. 66 67 68 69 70 71 72 73 15 M .01 7 194L D i SMH 0 SMH #7 SMH #B1 59 65 64 63 62 61 60 58 1 17 T 18 50 19 1 51 52 53 54 55 56 57 SMH #1 .22. 0 ,W 21 bMH#11,/1' L_ SMH #10 44 43 49 48 47 46. 45 42 22 23 1 W z 36 24 37 38 39 40 i .41 35 1 #13 ®I . 1.111 L SMH #13 o ..SMH #16 4 N" D" SMH #1 W 34 25 r 0 MH #151 let- (Ilk 33�1 27 . 0 26, SMH #17 W N 32 29 80100 0.00' 30 co 31 0 de de N 14� C3N 140, Q. 21 & S.OM H #21 FOR NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE EAST NILES COMMUNITY SERVICES DISTRICT SHALL BE GIVEN AT LEAST 48 HOURS NOTICE, TELEPHONE (661) 871-2011 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY EAST NILES COMMUNITY SERVICES DISTRICT HAVE BEEN MET, NGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED UY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF THEY COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, DESIGN CRITERIA, AND E.N.C.S.D. STANDARDS AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING . IJCTIO� .,�R A Reviewed by the Public Works Department for conformance to applicable .,. f.. . �, r'- <, ' City Standards, and approved for City maintained facilities. '0 % \AP e5/000 ol Approved by: RAUL M. ROJAS Public. Works Director -,�; >, It i i I RCE 39880 Exp. 12/31/08 Date ..... . .. ....... ...... ... .. by: PJT MAP vi Assistont Public Works Director Date .SCALE: 1 *=200 SCALE: 1"=200' Ali, sewer improvements included herein are owned, operated and maintained by East Niles Community Services D'Istrict. SHEET' NO,,, INDEX INDEX OF SHEETS SHEET TITLE TOTAL SEVER NOTES 1. COVER SHEET P- 4" SEWER LATERAL (PVC) 1. THE SEWER FACILITIES, TO BE DEDICATED TO THE E.N.C.S.D. 2. SEWER DETAILS EA SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD 3. WATERGRASS ROAD (S-1-A. 10+00.00 TO SPECIFICATIONS OF THE E.N.C.S.D. 4. WATERGRASS ROAD (STA. 20+65.00 TO 2• THE E.N.C.S.D. SHALL BE NOTIFIED AT LEAST TWO (2) WORKING & BURNT RiGDE DRIVE DAYS PRIOR TO START OF CONSTRUCTION. TELEPHONE (661) 5. IRELAND STREET & FINNEGAN LANE 871-.2011 6. SCOTLAND STREET & KYLE COURT 3. THE CONSTRUCTION PLANS MUST BE APPROVED BY THE 7. BALD MOUNTAIN COURT & BROADSTONE E.N.C.S.D. PRIOR TO THE START OF ANY SEWER CONSTRUCTION. 8. KERN CANYON ROAD (SR-184) TWO (2) SETS OF APPROVED PLANS SHALL BE FURNISHED TO E.N.C.S.D. AND ONE, (1) SET OF THE SAME TO THE DISTRICT'S ENGINEER. PRIOR TO DISTRICT APPROVAL, THE PLANS MUST BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 4. PRIOR TO ACCEPTANCE OF THE SEWER FACILITIES, ALL NECESSARY EASEMENT DOCUMENTS SHALL BE PROPERLY EXECUTED AND RECORDED. THREE (3) COPIES EACH OF THE COLLEGE AVENUE RECORDED DOCUMENTS SHALL BE FURNISHED TO E.N.C.S.D. 5. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES SHALL BE RAISED AND CONSTRUCTED TO FINISHED PAVEMENT GRADE AFTER THE PAVING OPERATION IS COMPLETED. THE RING SECTION SHALL NOT BE MORE THAN 24" FROM THE CONE. THE COMPLETE SEWER SYSTEM SHALL BE COMPLETELY CLEAN PRIOR TO ACCEPTANCE. 6. WORK IN THE STATE OF CALIFORNIA OR THE COUNTY OF KERN RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE ENCROACHMENT PERMITS. L11 7. THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR AIR TESTED, AFTER ALL UNDERGROUND UTILITIES ARE PIONEER DRIVE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. CLEANING BALL SHALL BE RAN AFTER MANHOLES ARE ADJUSTED TO FINISH GRADE. 8. EXISTING SEWER LOCATION AND FLOW LINE SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT AND THE ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 9• ONE COMPLETE SET OF RECORD DRAWINGS (REPRODUCIBLE 3-MIL DOUBLE MATTE FILM) SHALL BE FURNISHED TO THE DISTRICT ON COMPLETION OF CONSTRUCTION. 10. COMPACTION TESTING SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE IN ACCORDANCE WITH THE DISTRICT STANDARDS FOR EARTHWORK. WRITTEN TEST RESULTS (3 COPIES) SHALL BE SUBMITTED TO THE DISTRICT'S REPRESENTATIVE. LEEK D: ABBREVIATIONS RCP REINFORCED CONCRETE PIPE C.L. CENTERLINE E.P. EDGE OF PAVEMENT RGJ RUBBER GASKETED JOINT R/W RIGHT-OF-WAY E.N.C.S.D. EAST NILES COMM. SERVICE DISTRICT SD STORM, DRAIN INV. INVERT TOC TOP OF CLEANOUT CB CATCH BASIN TOP TOP OF PIPE BC BEGIN OF CURB JB JUNCTION BOX T.O.M. TOP OF MANHOLE EC END OF CURB SMH SEWER MANHOLE ELL. ELBOW PRC POINT OF REVERSE CURVATURE SCO SEWER CLEANOUT EXIST. OR (E) EXISTING PCC POINT OF COMPOUND CURVATURE SDMH STORM DRAIN MANHOLE ELEV. ELEVATION P/L PROPERTY LINE CONSTRUCT SEWER PER E.N.C.S.D. STANDARDS CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. STD. DET. NO. S-7 CONSTRUCT SEWER CLEAN OUT PER E.N.C.S.-D. STD. DET. NO. S-5 W CL 150 AWWA WATER LINE SEE WATER PLANS 0 3/4 )1 WATER SERVICE - SEE WATER PLANS 1" WATER SERVICE SEE WATER PLANS 8 WATER VALVE & VALVE BOX - SEE WATER PLANS FIRE HYDRANT -,SEE WATER PLANS 2" LANDSCAPE SERVICE WITH 2" RP DEVICE. SEE WATER PLANS 04 AIR RELEASE VALVE SEE WATER PLANS 2" BLOWOFF ASSEMBLY SEE WATER PLANS WHARF HYDRANT ASSEMBLY SEE WATER PLANS EXISTING WATER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WHARF HYDRANT EXISTING SEWER «f EXISTING 'SEWER MANHOLE EXISTING SEWER CLEAN OUT STORM DRAIN REFER TO STREET & STORM DRAIN PLANS STORM DRAIN MANHOLE REFER TO STREET & STORM DRAIN PLANS CATCH BASIN REFER TO STREET & STORM DRAIN PLANS _ ampowman"Wo mom qm�--. -- am* emp � 4"M am awmmw RIGHT OF WAY CENTERLINE TRACT BOUNDARY LINE CURB & GUTTER LINE EXISTING EDGE OF PAVEMENT EDGE OF PAVEMENT REFER TO STREET & STORM DRAIN PLANS O.M 363-22 TOP OF,MANHOLE/TOP OF CLEANOUT ELEVATION TRACTS NO, 6603 & 6604 FD. 2" IRON PIPE TAGGED FD. 2" IRON PIPE TAGGED FD. 6m IRON -PIPE w/HUB DP & TACK AT CENTER UP 12 RCE 15177 NOT OF RECORD ,'A iN, -AIL ',W� 64 P` RCE 17564 FOR 1/16 COR. FOR N. 1/4 COR, SEC.. 30, PER P.M. 8122, P.M. BK. 35 29/29 P R R/S 8K. 15, PG. 192 PG. 159 9'47'54*W OF E RIN.- 663. AW 0- SMH 0 96 4 C. 4 5 2 6 95 6 SMH #3 7 94 •SMH., #496- 8 4 :�} `. 93 92 91 90 89 01. 9 CNO L A 86 87 83 84 85 W �101 H to tie 10 ; 6 COUIT 0 ISM�j #6 3: W 80 79 78 77 76 75 12 J 74 13 0 f 14 a. 66 67 68 69 70 71 72 73 15 M .01 7 194L D i SMH 0 SMH #7 SMH #B1 59 65 64 63 62 61 60 58 1 17 T 18 50 19 1 51 52 53 54 55 56 57 SMH #1 .22. 0 ,W 21 bMH#11,/1' L_ SMH #10 44 43 49 48 47 46. 45 42 22 23 1 W z 36 24 37 38 39 40 i .41 35 1 #13 ®I . 1.111 L SMH #13 o ..SMH #16 4 N" D" SMH #1 W 34 25 r 0 MH #151 let- (Ilk 33�1 27 . 0 26, SMH #17 W N 32 29 80100 0.00' 30 co 31 0 de de N 14� C3N 140, Q. 21 & S.OM H #21 FOR NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE EAST NILES COMMUNITY SERVICES DISTRICT SHALL BE GIVEN AT LEAST 48 HOURS NOTICE, TELEPHONE (661) 871-2011 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY EAST NILES COMMUNITY SERVICES DISTRICT HAVE BEEN MET, NGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED UY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF THEY COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, DESIGN CRITERIA, AND E.N.C.S.D. STANDARDS AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING . IJCTIO� .,�R A Reviewed by the Public Works Department for conformance to applicable .,. f.. . �, r'- <, ' City Standards, and approved for City maintained facilities. '0 % \AP e5/000 ol Approved by: RAUL M. ROJAS Public. Works Director -,�; >, It i i I RCE 39880 Exp. 12/31/08 Date ..... . .. ....... ...... ... .. by: PJT MAP vi Assistont Public Works Director Date .SCALE: 1 *=200 SCALE: 1"=200' Ali, sewer improvements included herein are owned, operated and maintained by East Niles Community Services D'Istrict. SHEET' NO,,, INDEX INDEX OF SHEETS SHEET TITLE TOTAL 8" SEWER LINE (VCP) 1. COVER SHEET P- 4" SEWER LATERAL (PVC) LF 2. SEWER DETAILS EA 21 3. WATERGRASS ROAD (S-1-A. 10+00.00 TO STA. 20+65.00) 4. WATERGRASS ROAD (STA. 20+65.00 TO STA. 22+42.02) & BURNT RiGDE DRIVE 5. IRELAND STREET & FINNEGAN LANE FREEWAY 178 6. SCOTLAND STREET & KYLE COURT 7. BALD MOUNTAIN COURT & BROADSTONE PLACE 8. KERN CANYON ROAD (SR-184) LIST OF MATERIALS SEWER UNITS TOTAL 8" SEWER LINE (VCP) LF 4707 4" SEWER LATERAL (PVC) LF Z0.1 3 JOI $ STANDARD SEWER MANHOLE EA 21 ,OWNER S BDIVIDER INTERNATIONAL HOUSING AND LAND DE'VELOPMENT L.L.C. 7844 COX AVENUE BAKERSFIELD, CA 93307 CONTACT PERSON - JARED HOLBROOK UNIVERSITY AVENUE 00 C� C*4 1 V) LLj A PANORAMA DPdVE 8 AUBURN MEET FREEWAY 178 HIGHLAND KNOLLS DRIVE MOJECT Is COLLEGE AVENUE COLLEGE AVENUE Ce L11 PIONEER DRIVE VICINITY MAP NO SCALE . McINTOSH R.C.E. 33322 . DATE APPROVED BY: EAST NILES COMMUNITY SERVICES DISTRICT N �` t y-o7 BOARD Or D CTORS, PRESIDENT DATE S CENERAL NAGER, TftT#01P. RUIZ DATE 000, or 00-Yo 41; t*7 DISTRCCT..,,.,E"NGIN(�K, 10-SHUA T. NORD DATE 3AS1$ OF BEARINGS THE BEARING OF N.89747'54"E. SHOWN FOR THE NORTH LINE OF SECTION 30, T.29S., R.29E., M.D.M., AS SHOWN ON RECORD OF SURVEY RECORDED IN R. S. BOOK 15, PAGE 1921 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. LE -GAL_ Q. ESCRIPTI4N: BEING A SUBDIVISION OF A PORTION OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, T.29S., R.29E., M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA 26.59 ACRES WITHIN TRACT CONTAINING 96- BUILDABLE, 1 NON-BUILDABLE LOTS AND 2 LANDSCAPE LOTS BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF PIONEER DRIVE AND MONICA STREET. ELEVATION = 519.73' (PER K.C.S. FIELD BK. 920, PG. 29) (ADD 1.061 TO ALL ELEVATIONS TO ADJUST TO CITY. DATUM) tv 01.1 A - , " ` x AA x. .4 7 Underground Service Alert C%-!I: TOLL FREE 1-800.-227-2600 1WO WORKING DAYS BEFORE DIGGING 0 0') Of < o z co Z Ll- < -1 _J < Ld (_) �. 00 C-) _j LIJ (0 o E (0 (D co Of CD j 0 EX) - U 04 j 0 CL < CR (r- a- ct) LLJ W z V) --M 0 vi :z U-i cS I - 1 5; Ljj 0 1 LLJ (16 V) Uj a_ W L.AJ Uj Co Co 00 C� C*4 1 V) LLj A to 0 Ci Z x 0- LAJ CR (r- a- ct) LLJ W z V) --M 0 vi :z U-i cS I - 1 5; Ljj 0 1 LLJ (16 V) Uj a_ W L.AJ Uj Co Co _jRENCH WIDTH | | | | :z EXCAVATION _. — . 0 CONTRACTOR'S OPTION S bj _C14 ` SEE NOTE 3 ui LAJ C) | LLI�� | ecS� LLJ WIN. TYPE 1 TRENCH WIDTH .00 mm- BACKFILL COMPACTED TO gU% RElATIVE COMPACTION SELECT MATERIAL COMPACTED TO gO% RELATIVE COMPACTION . MAX.. GRADATION) J^ TO �� NATIVE MATERIAL WITH DR SAND MAX. GRADATION WHERE REQUIRED -BY -DISTRICT 1. SAND AND SELECT MATERIAL SHALL BE PER STANDARD SPECIFICATIONS FOR EARTHWORK. 2. SEE STANDARD SPECIFICATIONS FOR EARTHWORK IF TRENCH WIDTH EXCEEDS THE MAXIMUM SHOWN ON THIS DRAWING. 3. STREET ZONE TO BE COMPACTED TO 95% RELATIVE COMPACTION IF WITHIN ROADBED OR TO 90% RELATIVE COMPACTION IF OUTSIDE OF ROADBED. SEE TECHNICAL SPECIFICATIONS FOR EARTHWORK. 4. MINIMUM COVER OVER ALL SEWER MAINS TO BE 6' AS MEAS-U-RED FROM FINISHED 5. PERCENT RELATIVE COMPACTION IS THE PERCENT OF THE MAX. -DRY -DENSITY AS -DETERMINED BY ASTM D-1557 (5 LAYER) TRENCH WIDTH Uj SEE NOTE 3 + BACKFILL COMPACTED TO 90% 4- + RELATIVE COMPACTION + -T- SELECT MATERIAL WITH A SAND EQUIVALENCY OF 50 OR GREATER AND A 3/4 MAXIMUM GRADATION Uj NJ OR IMPORTED SAND WHERE + REQUIRED BY DISTRICT. COMPACT TO 90% RELATIVE 6" MIN. COMPACTION SAND OR AGGREGATE COMPACTED TO 90% RELATIVE COMPACTION LU AND TO DEPTH SPECIFIED -BY < TYPE 2 (IN ROCKY AREAS, SAND TYPE 3 BEDDING IS REQUIRED WITH 6" ROCKY OR OVER-EXCAVATED MINIMUM BELOW THE PIPE) UNSUITABLE MATERIALS IN SUBGRADE EAST NILES COMMUNITY SERVICES DISTRICT SEWER PIPE BEDDING AND BACKFILL. DETAILS DATE DRAWN SHEET NO. DATE REVISION 04/02 S-2 DATE LOCATE w* SHAFT OPENING DOWNSTREAM sms oF-Mvwm FOR CONCRETE COLLAR osnuL,sscs-a ------' :i >� �s � 04 00 v- v- g^BcuOW LARGEST PIPE -~�______ -----' REVISION l[ PIPE Fluso WITH INSIDE OF MANHOLE kLL. uwoVEw sooss SHALL BE PLASTERED | JOOTH WITH CEMENT MORTAR. PLAN \DmS = 2 x DIAMETER 0FINLET —12 it LONG PIPE JOINTS AT OUTLET FOR -MANHOLE TOP DETAILS SEE S-8 ------1/2" CEMENT MORTAR (FOR opAo[ mwGs ------ao^ DIA. COLLAR scCnows AS wcEoco , MAX. *BQ*T m^ PER sEoT0w -----mT x Js^ ECCENTRIC CONE SECTION KENT SEAL BETWEEN sscnows ~----nzn emCKnLL nsgumcMcwTs SEE PIPE BACKFILL DETAILS, SHEET S-2 THE CROWN Euswmow OF ALL PIPES SHALL BE THE SAME AS THE CROWN EuswTmw op THE LARGEST. ` POUR BASE AGAINST UNDISTURBED SOIL, EAST NILES COMMUNITY SERVICES DISTRICT 60 I.D. STANDARD MANHOLE DATE DRAWN SHEET NO. -0-4/02 S -8 DATE sm&m SMARY IM OR WYE LOCATE SEWER WITH A 1-1/211 HIGH I'S", PAINTED ON owymwo cUma AND STAMPED ON NEW ouno WHERE LATERAL cn0ssEs uwDsn CURB. WHERE NO CURB EXISTS On WHERE LATERAL ENDS 8' on MORE 8Aox OF ounB SET A r-POST cxTEwmNu 2' -Ayovc nNIS44ED oFmos -- AT — 1Y LINE Mow SMACE-- ^'~^- ^~ ~ ^~^M-&-^~ WITHOUT LATERAL, TEE snAu BE PLUGGED WITH VC pLuQ SAME AS STUB DETAIL. su)pc \/* PER ROT MINIMUM PROPERTY LINE EAST NILES COMMUNITY SERVICES DISTRICT TYPICAL SEWER LATERAL DATE DRAWN SHEET NO. REVISION 04/06 S-3 1-1/4" SLOT FOR LIFTING COVER MANHOLE FRAME AND COVER NOTE LETTERING SHALL BE 3" HIGH 24^DIA. - ALHAMBRA FOLINDARY NO A_1254 OR APPROVED EQUAL 36^ DIA. - ALnAMBRA FOUNDARY NO. A-1251 8R APPROVED EOUAL ---3/4^ DIA. HOLE - 4 REQUIRED ,"^°- "c U=.U"c.c v't ocLoVV /m- or 8" MIN_ CLASS \A' CONCRETE 4^ ROAD SECTION AGGREGATE BASE IHOLE RINGS EAST NILES COMMUNITY SERVICES DISTRICT. MANHOLE FRAME AND COVER DATE DRAWN SHEET NO. -DATE REVISION 04/02 S-9 DATE STANDARD 24^ DIAMETER MANHOLE FRAME & COVER ALHAWBRA R}UNDARY NO. A-1254 OR APPROVED EQUAL � | PAVEMENT OR GROUND CLASS W CONCRETE FOR 8ACKFILL REQUIREMENTS SEE -PIPE 8AOKRLL [%TAILS. CLEAN0UT LINE SHALL BE | SAME SIZE AS THE MAIN LINE WYE INSTALL ONE FULL JOINT OF PIPE PLUG CLASS 'A' CONCRETE ENCASEMENT 4 POURED AGAINST UNDISTURBED SOIL SEWERMAIN EAST NILES COMMUNITY SERVICES DISTRICT STANDARD CLEANOUT DATE DRAWN SHEET NO. REVISION 04/02 S-5 1. DROP CONNECTION SHALL BE USED IF THE DIFFERENCE IN ELEVATION BETWEEN THE MAIN & INTERSECTING PIPES IS GREATER THAN 2.5' 2. THE DROP TYPE MANHOLE IS THE SAME AS THE STANDARD MANHOLE EXCEPT FOR THE DROP TYPE CONNECTION. STANDARD vCP STOPPER DOUBLE HUB JOINT STANDARD DROP MANHOLE TEE SLOPE PER PLAN 12 )) LONG VCP SECTION DROP T0 BE SAME SIZE AS INCOMING SEWER FILL SPACE BETWEEN PIP[ AND MANHOLE WALL STANDARD STRAIGHT PIPE 4^ MINIMUM - TYPICAL CONCRETE ENCASEMENT - POUR AGAINST UNDISTURBED SOIL USING CLASS )\' CONCRETE STANDARD -DROPMANHOLE 90' BEND CROWN ELEVATION OF BEND TO BE SAME AS CROWN ELEVATION OF LARGEST PIPE ENTERING MANHOLE. BOTTOM OF MANHOLE PER STANDARD | MANHOLE DETAILS | EAST NILES COMMUNITY SERVICES DISTRICT MANHOLE DROP INLET DATE DRAWN SHEET NO. -DATE REVISION :04/02 S-10 LOCATE WH SHAFT OPENING OVER DOWNSTREAM SIDE OF MH-----\ 2- � AT INLETS AND OUTLETS RADIUS = 2x DIAMETER OF INLET—/ FOR r.ONC.RFTF M1 I AR P|AN BREAK PIPE FLUSH WITH INSIDE OF MANHOLE V0AU' UNEVEN EDGES -SHAL' BE PLASTERED SMOOTH WITH CEMENT MORTAR. DETAIL, SEE S-8 C1_ IL FOR MANHOLE TOP DETAILS SEE S-8 1/2' CEMENT MORTAR Do 24" DIA. COLLAR SECTIONS AS NEEDED. MAX. HEIGHT -6" PER SECTION 48 x 24" ECCENTRIC -CONE SECTION KENT -SEAL TO FORM WATER TIGHT JOINTS TYPICAL 1. MANHOLE RINGS, CONES AND SECTIONS SHALL BE AS MANUFACTURED BY ASSOCIATED CONCRETE PRODUCTS OR FOR BACKFILL REQUIREMENTS SEE PIPE APPROVED EQUAL. IA BACKFILL DETAILS, SHEET S-2 2. MORTAR SHALL BE: 1 PART CEMENT TO 3. MANHOLES WITH A DEPTH GREATER THAN 10 FEET SHALL BE -60"" DIAMETER STANDARD POUR LEDGE AFTER MANHOLE IS SET MANHOLES. SEE S-7 3" MIN THE CROWN ELEVATION OF ALL PIPES SLOPE 1 ELEVATION OF THE LARGEST. Ld LARGEST PIPE r E L E V A T I O—N POUR BASE AGAINST UNDISTURBED SOIL NILES COMMUNITY SERVICES DISTRICT 'EAST 48" I.D. STANDARD MANHOLE DATE DRAWN 04/02 SHEET NO. S-7 DATE REVISION Aw Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE DIGGING Lij LLJ o ' ~�� / =��__ (' C1_ IL CL CL_ do z CL j:j => c) 3:: 0 w 0 o ' ~�� / =��__ (' D 5 L 11V D ) I- D 14 '_^i � J D > 3 D D tf Li Li ,/ I-,' t D G D ) / 0 D K L I BURNT RIDGE DRIVE BROADSTONE - PLACE BALD MOUNTAIN COURT SEE SHE KYLE ET 4 SEE SHEET 7 COURT 9 % ' -130, . SEE SHEET 7 SEE SHEET 6 30 '_31 011 + I rNzr— j om � �ft ammmmmwwmmw� � 1 1 mummommmmu� �m � .mmmmmmmmm�m ."'_ � 0--mm—momp I — -� mmmm� mmm � ...4 F --.---- L ___ __ 1 30, _.__ _ - — 30— ' 1 - - iI � mmwm� � � qmm� . � -qmm� canio � wmmmwwm� � 1 k k 1 -20' + - - -- - - -�_— 20'- 30 30 I RR 6 1 1 0 5 , 6 p I 1011 1 40 1 43 1 1 I 1 1 1 1 1 .. � I I m I I -I- . 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I ); r ,,�,- 1w _ I � ----,% Underground Service Alert I � � I ­ - I I I I Call: TOLL FREE I , I I 1 I %ft TWO WORKING DAYS BEFORE DIGGING j m 0 1 r1r) n F_ M cr_ :D < ,;I- T�_ 0 z 00 0 ly- .,I- 0 z LL I < -1 I < po Lj J 0 w 00 r - . 3: 0 � I V- T- w (D 0 L.L- (D (D C\l ry w Y < � I co --pi-cys 0) C-) r�f) In V) :� Uj . I n I b.erl 10 b, 6 Q. , x , o- I - 14- to I 10 I I' 0 % I OD ,*� I I Lf) " . 0 . " T_ 6 Z.. � E I w t > a I � 11 n fr_ < 3 � I I � 5-: m ® 13 Z w Y_ �: Q < w Q X - r_�_ - . .— 1� I. . t% ... * \ b- ,Q0 . - kl� > C-) (-> 6 � I 11 I . . LLJ I— _< C� LEGEND. * - ABBREVIATIONS RCP REINFORCED CONCRETE PIPE C.L. CENTERLINE E.P. EDGE OF PAVEMENT RGJ . RUBBER GASKETED JOINT R/W RIGHT-OF-WAY E.N.C.S.D. EAST NILES COMM. SERVICE DISTRICT SD STORM DRAIN INV. INVERT T.O.C. TOP OF CL EANOUT 11 CB CATCH BASIN TOP TOP OF PIPE B.C. BEGIN OF CURB JB JUNCTION BOX T.O.M. TOP OF MANHOLE E.C. END aF CURB SltH SEWER 'MANHOLE ELL. ELBOW P.R.C. POINT OF REVERSE CURVATURE EXIST. OR (E) EXISTING P.C.C. POINT OF COMPOUND CURVATURE SDMH STORM DRAIN MANHOLE ELEV. ELEVATION P /L- PROPERTY LINE , — • - 3 GONSTRUGT SEWER PER E.N.C.S.D. STANDARDS 0 I - .1 ., I . I . I I , I , I CONSTRUCT SEWER MANHOLE PER ' . . .. . . I ' I I . . . . .., . I I E.N.C.S.D. . . . - . . . 0 CONSTRUCT SEWER CLEAN OUT PER I E.N.C.S.D. STD. DET. NO. S-5 I .. w I CL 150 AWWA WATER LINE - SEE WATER PLANS . w 3/4" WATER SERVICE - SEE WATER PLANS I 0 1" WATER SERVICE - SEE WATER PLANS 8 m WATER VALVE & VALVE BOX - SEE WATER PLANS . I /lk FIRE HYDRANT - SEE WATER. (9 2" LANDSCAPE SERVICE I WITH 21' RP DEVICE.'- SEE WATER PLANS 04 I AIR RELEASE VALVE - SEE WATER PLANS • � 2" BLOWOFF ASSEMBLY - SEE WATER PLANS � I WHARF HYDRANT ASSEMBLY . . � ­­­ - _ ----­-----­­-- w -----­-­­------ EXISTING WATER Q ,,. W b4 EXISTING WATER VALVE I ,\,­,,l, . (,-.-,-, " EXISTING FIRE HYDRANT , �1i 1_1 EXISTING WHARF HYDRANT . ­ll____ I ­___.l__l__­______ S -,----,--------,,,,- EXISTING SEWER ,-, .11 I -Z I ) �, �, EXISTING SEWER MANHOLE I I - E -11 I - I'- "D EXISTING SEWER CLEAN OUT I STORM DRAIN - REFER TO STREET & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO STREET & STORM DRAIN PLANS I I _. .. . I . j CATCH BASIN - REFER TO STREET & DR IN PLANS ------- -� - --- RIGHT OF WAY - - — - — - - , CENTERLINE , I � � � — .. � _ .. TRACT BOUNDARY LINE CURB &GUTTER LINE. - J, "',zl"r, ,11�_L __ _-, __,__ _�� __ ___ -Z 1114, __ 1/,`- ­­­ ­­- EXISTING EDGE OF PAVEMENT 11 . . I . I ........ ­­­ I . I , I m ...../h........ - ­,(_l - � ­ -, , I i Of )* ��,_N., EDGE OF PAVEMENT —REFER TO STREET & STORM DRAIN PLANS /i A N 11 , ,,, 11,114, 11 I - l 11,11- �, t I I , /o� , `%,,k. . 11 , 1; ", .. I— i ­ j . j , I I , ,,, I , ,�� ,4, I - _11111111��� k, �,-,;-- - T 0 M. 363.22 , ', '' 11111111�`�,,..,. , ­,-, , � �z, " , llln _:_� � � , ­ jj --i TOP OF MANHOLE TOP OF CLEAN OUT ELEVATION 7 — / 6 ­I 44 � �i,m -IN �,. I ­wA, ,-,Q. !k, * , A 4,11 ..Orfl 'I' I I: f --g: ,­%,,,,7,. .4k. ;,- R #, . � ­ , -,O"% � ­ - ­ I Al .1 � - at - i , 11 *1 , A. % A e , I . t"., - f -, "t , ,_ *, , _ I � , - 1, 11 N' .; 'l k,*,,A,l - - . , t t -_ es c -V -, - . I ); r ,,�,- 1w _ I � ----,% Underground Service Alert I � � I ­ - I I I I Call: TOLL FREE I , I I 1 I %ft TWO WORKING DAYS BEFORE DIGGING j m 0 1 r1r) n F_ M cr_ :D < ,;I- T�_ 0 z 00 0 ly- .,I- 0 z LL I < -1 I < po Lj J 0 w 00 r - . 3: 0 � I V- T- w (D 0 L.L- (D (D C\l ry w Y < � I co --pi-cys 0) C-) r�f) In V) :� Uj . I n I b.erl 10 b, 6 Q. , x , o- I - 14- to I 10 I I' 0 % I OD ,*� I I Lf) " . 0 . " T_ 6 Z.. � E I w t > a I � 11 n fr_ < 3 � I I � 5-: m ® 13 Z w Y_ �: Q < w Q X - r_�_ - . .— 1� I. . t% ... * \ b- ,Q0 . - kl� > C-) (-> 6 � I 11 I . . LLJ I— _< C� >_ in - Cl- C Cl- I -< - -CC I . . . .. . . . . I I'll, I �!e � I LLJ , U) — (f) - ,F Z V V) W W (/) L -::,-- = = 5; : :m — -< LLk 0 0 m of � C C> L LLJ . o U-) I I C-3 L LLJ . , ,w LLJ i in ck� n n1l LLJ L LLJ ma . LLJ . Ul) ( (n 5; 5 5; .. w WW r- r rl- Lu ~< - -4- r r,-) ,0 - p I CO r r--. � lw . . �_ I z I LLt m I I 0. 0 -j W C Cl I j ; ;z a 0 9 Z 0 9 :5 , < In � 0 It-- - .1 li 11 I / I I I I , I I ll L D D D 7 t D D D I D D L L L COLLEGE AVENUE .� CURVE RADIUS LENGTH TANGENT 48= 1 500.00' 198.023 J 22641'27" 45' INV. INVERT T.O.C. TOP OF CLEANOUT CB CATCH BASIN �; 1 � 95 1 � 0 11 , 34' ___, d- 4 �- � W o 0 � s EXIST. OR (E) EXISTING P.C.C. POINT OF COMPOUND CURVATURE SDMH STORM DRAIN MANHOLE ♦ ♦ ' 3: ' , CK w o w �- s� w Uj 0 1 � w cs, f W Ln �3'], q� ♦ q,JO sue♦ o"000 �% � , o + w o N Q I `- Ui T_ ± Q 3 - - w X000 ♦ + C) 1 N 3/4n - WATER SERVICE S EE TER PLANS LAMS R W : 1" WATER SERVICE — SEE WATER PLANS � 93 C' �� ,,.. — �. F- FIRE HYDRANT — SEE WATER PLANS V s�� �' 626 -Mom 2 " LANDSCAPE SERVICE 0l DLO EAR q�� ♦♦ �`�' FA AIR RELEASE VALVE — SEE WATER PLANS 624 i ST,A 9 ANNote s. �� S1'q 95 Np �' .. 8" WATER .. 622 _ w LA 0 0 VN EXISTING WATER 9,� C 2 5�� / 11+00 12+ : s �. / , » N89 - S `" EXISTING WHARF HYDRANT N86'27'02 "W 618 27 02 W 8 SEWER 125.16' Z r, C EXISTING SEWER MANHOLE EXISTING SEWER CLEAN OUT 616 STORM DRAIN — REFER TO STREET & STORM DRAIN PLANS Lij Oz STORM DRAIN MANHOLE - REFER TO STREET & STORM DRAIN PLANS 614 F L R /W CATCH BASIN — REFER TO STREET & STORM DRAIN PLANS ) Q i RIGHT OF WAY 612 Io- ' SEWER MANHOLE NO. 1 W ` Q W ca Q I W 2 N STA. 11 +20.16 C.L., 5.00RT.= EXISTING EDGE OF PAVEMENT W Q 1% 1 J © STA. 11 +20.16 SEWER --- EDGE OF PAVEMENT —REFER TO STREET &STORM DRAIN PLANS T O.M. 363.22 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 606 Lij 1 �c 1 �1 0 0 PO 00 � � LLI Q 1 1� F wLoN ++ i r . _ •.�.r � .r. w V) LAJ `lam = � e- V) z ¢¢ _ `o V J (� 1 —5.0 6' 1 6 s .:J 1 W 34 1 20' 20' 2 z -"a 45' L 30 0 -- , 48 - LLJ SCOTLAND STREET COLLEGE AVENUE SEE SHEET 6 IRELAND STREET SCALE: 1" = 40' HORIZONTAL 1 " �- 4' VERTICAL 708 ..^+. f { x . .,- N.iH,�,,..._...,.....- ...._. ,..: .... .......... ...w... ..y.........- ...y......_... ...........,..., ...,.... t .. F._,...,... ......._..._......_.,...,,,.,.. 4 ...,_........... a..- ....,.,....., «�«....- _i.... 4. f 2 706 IT P P O X I M A TE 1EXISTING 704 GRA E @ CENTERLINE r F 702 700 �- t 36 s — / A PROXIMAE FINISH } 698 �.,µ....�...�.. 4 s' BADE @ TCENTERLI E 6" MINI 696 { COVER T P. X a 8» WATER 694 72 i MINIMUM C ER TYP 692 r ._._� ..� .. � _.�y__�..w,���.�. .v ..._ :..� { s ' �..,�.. tom_,...._,.,._.....:....,.... 690 - t t, s SE 1l kR MANHO E N0. 1 688 r. �..._...M • ..._. _.,�..w. _.. 3 w. M. STA. 11 0 1C.L. + 6 C. s $ 211. � „ � a S i 6 i 1 a r INVERT 8" SEW R f • 686 S- ..,_...,N._..,_,.._..._. ..-.. ... ara ......�......._....._..n..,., .. �..._.-,....,.....,-... a..,....................._.+:.w .,..._. a_......<.,- w,.«....s..- ._,._.,.v....�..... .. ,..._,..... « -.... _. ...._. -..,. ...,....... -...+. .,....- .. -. - >.. , ..••..�,...- ................ -., ...- __..�_,... ....._. �....-.... ........,_.__....,-- ,_......... ..... E_......... .e,.....:........,..,.- .._....- "..,........ h�:.^,..... a.......- m_,. _..,.,....r..- _,..,....+,_.a..� SEWER MANHOLE 0. 2 684 r a sTA. 9+ S.00 C.L. t I # s ELEV. INV. = g,= N (o 4 Al � t .,,.,,. .. 4 :.,.,.,..w- ...mom- +..:..,...,>.,,..- ..�....,�,. ELEV. INV. � 8 E � 4 V v i t i 3 } t 682 INSTALLS 125.16 LI=1 OF b f s 680 w._._. ..,_...._...,.._.,.__...._____, �..._ _,._..._,..ar_.,_n,._.._..., «.. �.- .....,_a�._..,,...... _._...._.... a�........ �<_ �_._.., w_„ �.-.,.... ��,..._.._...__.._._,,._.____._ �_,��........_..w<.,w- ,_,.r_.ry M . �._. Y., .....................__.... �.., �.,, .,......a,...V_,._,__._..�..,,. _.<�......._. , _.»,_.,__ ._._..,_,.,>__,_.�._V._...,u.._ ..,. �.•..}_.... a___. ,.,,.___....,.<__....�,...._... ...,....._„_,..,.. ...,.._,..,,�.,..._,_.___.�..., - ,.W.,...�,,.,.,......:..,_ ...Wry.. _ �',,� _ ..., _ , 678 r z i 1 v 676. s } F f } t � 4 F aj... _ .+..,.�- «.._..v �..,.._.. ,. r.. a. A_.. ».••...t..ro.�_..u........_�,_.. s.A .a ,...<... - .,_., . �.. n......._ ... «, .r- _... .. ,a. .. a�.n. _ a._.r..w..__..a..._ .._...i..., � _.- .... .......... ........ .._w.. �..na..,.. ,...<....,_..._....._.�` t."g 10 +00 11+00 12 +00 708 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 NOTES: 1. IMPROVEMENTS ON KERN CANYON ROAD ARE SHOWN FOR REFERENCE ONLY REFER TO CALTRANS SR -184 IMPROVEMENT PLANS FOR CONSTRUCTION. 2. NO WORK SHALL BE PREFORMED IN SR -1$4 RIGHT—OF—WAY (CALTRANS) UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 198.023 100.32' 22641'27" LINE TABLE LINE LENGTH BEARING L1 53.20' N31 *5332"W L2 45.65' N31.53'32"W QP 5 �,z AL &S \� v — �O� 9� \ x0� o Underground Service Alert Call; TOLL FREE 1- 800 -227 -2600 TWO WORKING DAYS BEFORE DIGGING 604 602 600 �t. or/-�, V ^14 a4 � l 00 I tls 1�-t -► CTS q➢ rr 32 t N ++ �:z 1 k M(-n ? FINN GAN LANE SCALE: 1 40' HORIZONTAL 1" = 4'. VERTICAL 37 1 INTERSECTION STA. 13 +78.81 C.L., FINNEGAN LN.= STA. 10 +70.63 C.L., BURNT RIDGE DR. 1 1 1 I 39 1 1 BURNT RIDGE DRIVE SEE SHEET 4 l vt 1 �F y°Y'�j' �� drk4 IfC 2f`fir fie' S LEGEND: ABBREVIATIONS RCP REINFORCED CONCRETE PIPE C.L. CENTERLINE E.P. EDGE OF PAVEMENT RGJ RUBBER GASKETED JOINT R/W RIGHT —OF —WAY E.N.C.S.D. EAST NILES COMM. SERVICE DISTRICT SD STORM DRAIN INV. INVERT T.O.C. TOP OF CLEANOUT CB CATCH BASIN TOP TOP OF PIPE B.C. BEGIN OF CURB JB JUNCTION BOX T.O.M. TOP OF MANHOLE E.C. END OF CURB SMH SEWER MANHOLE ELL. ELBOW P.R.C. POINT OF REVERSE CURVATURE SCO SEWER CLEANOUT EXIST. OR (E) EXISTING P.C.C. POINT OF COMPOUND CURVATURE SDMH STORM DRAIN MANHOLE ELEV. ELEVATION PA PROPERTY LINE i • S CONSTRUCT SEWER PER E.N.C.S.D. STANDARDS o CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. STD. DET. NO. S -7 632 0 CONSTRUCT SEWER CLEAN OUT PER E.N.C.S.D. STD. DET. NO. S -5 - - w CL 150 AWWA WATER LINE — SEE WATER PLANS 630 3/4n - WATER SERVICE S EE TER PLANS LAMS 1" WATER SERVICE — SEE WATER PLANS � 628 S N WATER VALVE & VALVE BOX — SEE WATER PLANS FIRE HYDRANT — SEE WATER PLANS V 626 -- 2 " LANDSCAPE SERVICE WITH 2" RP DEVICE. — SEE WATER PLANS r-� AIR RELEASE VALVE — SEE WATER PLANS 624 2" BLOWOFF ASSEMBLY — SEE WATER PLANS WHARF HYDRANT ASSEMBLY 622 EXISTING WATER #= EXISTING WATER VALVE 620 : s EXISTING FIRE HYDRANT EXISTING WHARF HYDRANT 618 EXISTING SEWER Z U.)' EXISTING SEWER MANHOLE EXISTING SEWER CLEAN OUT 616 STORM DRAIN — REFER TO STREET & STORM DRAIN PLANS Oz STORM DRAIN MANHOLE - REFER TO STREET & STORM DRAIN PLANS 614 CATCH BASIN — REFER TO STREET & STORM DRAIN PLANS ------ ---- -- RIGHT OF WAY 612 — — — CENTERUNE W ���- -� - - -� TRACT BOUNDARY LINE 610 CURB & GUTTER LINE EXISTING EDGE OF PAVEMENT 608 1% 1 J --- ...� --- EDGE OF PAVEMENT —REFER TO STREET &STORM DRAIN PLANS T O.M. 363.22 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 606 Underground Service Alert Call; TOLL FREE 1- 800 -227 -2600 TWO WORKING DAYS BEFORE DIGGING 604 602 600 �t. or/-�, V ^14 a4 � l 00 I tls 1�-t -► CTS q➢ rr 32 t N ++ �:z 1 k M(-n ? FINN GAN LANE SCALE: 1 40' HORIZONTAL 1" = 4'. VERTICAL 37 1 INTERSECTION STA. 13 +78.81 C.L., FINNEGAN LN.= STA. 10 +70.63 C.L., BURNT RIDGE DR. 1 1 1 I 39 1 1 BURNT RIDGE DRIVE SEE SHEET 4 l vt 1 �F y°Y'�j' �� drk4 IfC 2f`fir fie' S U W V r-� U) Z U.)' ,z Oz W z _ m J Lij C5 �c Cr LAJ `o V J U W z LLJ cn Cl- a 0 0 LjLj LJLJ w C? N C) w LU z 0. 0 � W Q 0 W :5 z Z a- Z N -6 �t 40 Z C* 0 W w Q Cf 0 Q � � J z J Q w ° U a O w w F_ W w Lim) T Q) U. 0 Underground' Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE DIGGING IRELAND STREET LEGEND. E.N.C.S.D. STD. DET. NO. S-5 w CL 150 AWWA WATER LINE — SEE WATER PLAI SCALE: 1" = ABBREVIATIONS Z < 1" WATER SERVICE SEE WATER PLANS RCP SEE SHEET 5 C.L. CENTERLINE E.P. EDGE OF PAVEMENT RGJ RUBBER GASKETED JOINT R/W RIGHT-OF-WAY E.N.C.S.D. EAST NII ES COMM. SERVICE DISTRICT SD STORM DRAIN 6 30' TOP OF CLEANOUT CB CATCH BASIN TOP TOP OF PIPE B.C. BEGIN OF CURB JB JUNCTION BOX T.O.M. TOP OF MANHOLE E.C. END OF CURB SMH SEWER MANHOLE + 15 20 20' sco CD EXIST. OR (E) EXISTING cD CD 2 SDMH CD ` 3 ELEV. ELEVATION CD CD 4 EDGE OF PAVEMENT REFER TO STREET & STORM DRAIN PLANS STORM DRAIN - REFER TO STREET & STORM DRAIN PLANS 00 STANDARDS TOP OF MANHOLE/TOP OF CLEANOUT ELEVA11ON /Oww=�l 8�0 18 DRAIN CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. ST'D. DET. NO. S-7 T_ C> 0i anon 0i < co U-) 04 C b F- I ui V) SEWER MANHOLE NO. 6 ui cn U0 ui ui (n 00 F- 95 C1 C) CD 6 CD U-) CD U') STA. 14+24.75 C.L., 5.00LT.= (D U-) S89'27'02 En 8",SEWER C) C) n LO 222.14 Q0 + CD r_-� r- + F- cl� r-_ + %_ STA. 14+24.75 SEWER + c1%4 ago, :z ED V) mum V) It- I I R/W . .... 6000 222.15' mmummmommmm, Ld 11+00 T Now IALR 1C E 00w Ix U-i 8" WATER w c) _c) CN pr) I 12+0()S89'27'02 I 40w 000 +00 f 14+0i" 8 WATER IliTERSE00N w _w w w W_ F- C�j C) 8" WATER 8 WATER S8927'02"r STA. 1 4+ .41 C.L., KYLE CT.= WATERGRASS RD. 11+00 4- LJLJ LLJ + IS89*27'0219E 8" SE STA . 19+3 1.96 C.L., Uj m I -i LLJ F- Ul 94 C-) cmm mum Affmw mmmmwmmmmmm� R/W F-: or_ F_: c) ago& --mmmwmm� Of \j c\1 ftow :D (-) =Now F/L R/W now ammumm"emm"m L LLJ CL C) mommumposm. F--: C) C) (3 . ley C) ck� C) C1 C) C) (D + orf CD C3 -Nab doop C) C) pr) �Q C�: c� cn (3i I c> cr; 0i C1 0; N,) 00 0i CNJ 9 3 C> C) Qf LLJ LLJ 3it cj:f LLJ 3: LLj LLJ LLJ ui Z_ )> rri 92 CD < F_ U) 91 C) Lc) - 90 C_� co 89 I LLj V) 88 cl) + 3: LL1 + %_ C> + V_ Of + �D '7 79'LO I /8 + I (c) QD I r_ 77 76 pr) r_ C) (D 6 6 20. F— 180 + C) + + + 0*) + C> C�p 30 (0 V_ c1*4 Uj + 3 cow :D SCO,T AND STR T 0 U) co U) U) SCALE: 1" = 40' HORIZONTAL 7 cl 1" = 4' VERTICAL z (L Underground' Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE DIGGING 700 698 696 694 692 690 1588 686 684 682 1580 678 676 1374 672 670 668 11�61T;816_1 F-: __j co Ui LU (n 6 CN OD < + 04 c� GUM doo 1000". TK 7 13+00 :s-- 3 MA 333.49' S.T 1k. 1 3:�3�. 49 Sf\ S-Tp, 13+36-49 VIEK *low woo 0 amm 0 CN V) Of C�l Uj C) :z VARIES 00 6' 20 20' 13� —1 30 WATERGRASS ROAD SEE SHEET 4 LEGEND. (CON 0 CONSTRUCT SEWER CLEAN OUT PER LEGEND. E.N.C.S.D. STD. DET. NO. S-5 w CL 150 AWWA WATER LINE — SEE WATER PLAI SCALE: 1" = ABBREVIATIONS Z < 1" WATER SERVICE SEE WATER PLANS RCP REINFORCED CONCRETE PIPE C.L. CENTERLINE E.P. EDGE OF PAVEMENT RGJ RUBBER GASKETED JOINT R/W RIGHT-OF-WAY E.N.C.S.D. EAST NII ES COMM. SERVICE DISTRICT SD STORM DRAIN INV. INVERT T.O.C. TOP OF CLEANOUT CB CATCH BASIN TOP TOP OF PIPE B.C. BEGIN OF CURB JB JUNCTION BOX T.O.M. TOP OF MANHOLE E.C. END OF CURB SMH SEWER MANHOLE ELL. ELBOW P.R.C. POINT OF REVERSE CURVATURE sco SEWER CLEANOUT EXIST. OR (E) EXISTING P.C.C. POINT OFOMPOUND CURVATURE SDMH STORM DRAIN MANHOLE ELEV. ELEVATION PA PROPERTY LINE EDGE OF PAVEMENT REFER TO STREET & STORM DRAIN PLANS STORM DRAIN - REFER TO STREET & STORM DRAIN PLANS CONSTRUCT SEWER PER E.N.C.S.D. STANDARDS TOP OF MANHOLE/TOP OF CLEANOUT ELEVA11ON /Oww=�l 8�0 18 DRAIN CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. ST'D. DET. NO. S-7 T_ C> 700 698 696 694 692 690 1588 686 684 682 1580 678 676 1374 672 670 668 11�61T;816_1 F-: __j co Ui LU (n 6 CN OD < + 04 c� GUM doo 1000". TK 7 13+00 :s-- 3 MA 333.49' S.T 1k. 1 3:�3�. 49 Sf\ S-Tp, 13+36-49 VIEK *low woo 0 amm 0 CN V) Of C�l Uj C) :z VARIES 00 6' 20 20' 13� —1 30 WATERGRASS ROAD SEE SHEET 4 LEGEND. (CON 0 CONSTRUCT SEWER CLEAN OUT PER Lj V) E.N.C.S.D. STD. DET. NO. S-5 w CL 150 AWWA WATER LINE — SEE WATER PLAI SCALE: 1" = 3/4" WATER SERVICE — SEE WATER PLANS Z < 1" WATER SERVICE SEE WATER PLANS 8 WATER VALVE & VALVE BOX — SEE WATER PL 4' VERTICAL FIRE HYDRANT — SEE WATER PLANS LEGEND: (CON'T) 2" LANDSCAPE SERVICE c\j NTH 2" RP DEVICE. — SEE WATER PLANS El-> AIR RELEASE VALVE — SEE WATER PLANS 2" BLOWOFF ASSEMBLY — SEE WATER PLANS EXISTING WATER VALVE WHARF HYDRANT ASSEMBLY IIIIIAPPRCXIMATE EXIqTING IGRADE @ CEN TE ONE IIItIIII............ IIA PROXIMATE FI ISHED IA Kr— GRADE, @ CEN T LINE 7 If IIAPPR XIMATE OXISTI ............. N G IGRA E @ CENIFERLINE I4 Io72 MIN MUM COVER YP. COVER TYP. 8 WATER IIIIIIIIINVERT i8 SEWER IIIIIN III\9. III. .......... �z ------ ILJJ t 0 -0 COD < (D IIIIII> > IIV) U) Li Ui SEWER MANHOLE NO. 31 ELEV. &FIH 'INV. 8" W r—i r—k..- —7,v r% 4 It hL i% i r ISEWER @ 4.2f7�_­ IIN$TALL 33349 LF ON IIIIIII10+00 11+00 12+00 13+00 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 670 668 No WATERGRASS ROAD SEE SHEET 3 00 C) __j cn CD CD __j CD C�l CD CD c:0 CD C) 2 __ C) 8� I CD 00 LU CN m .00 (n CN 0i CD 61 __j 682 83 84CN C.q C14 0 to (.0 Irl- I I U-) c! 1 "' 86 87 Q� U-) faf 6' '17 w ft� I Q� I I I Q� w ck� WW— I I ui 0 00 w :;—r 1 20' co 00 + cn ui w Uj + + V) ui ci V) (n cn cn 0 r3 01 cr cr) m CD CN __j U_ C%j C3 %_ ro QD ro 0 < < L_ r__ I I rn - I vp WATERGRASS ROAD SEE SHEET 3 n Lj V) F_ �_ (n SCALE: 1" = 40' HORIZONTAL Z < CN " v__ CD CD n m 1 = 4' VERTICAL LEGEND: (CON'T) c\j 16-00' WIDE DRAINAGE RIGHT OF WAY EXISTING WATER VALVE C) CENTERLINE EXISTING ARE HYDRANT + ++ + CN C%4 1r__ + EXISTING WHARF HYDRANT + CURB & GUTTER LINE EASEMENT V) cn w U) cn < < f-- �— (n cr) R/W EXISTING SEWER CLEAN OUT EDGE OF PAVEMENT REFER TO STREET & STORM DRAIN PLANS STORM DRAIN - REFER TO STREET & STORM DRAIN PLANS 0 MV. 33,65,3.2,2 - TOP OF MANHOLE/TOP OF CLEANOUT ELEVA11ON /Oww=�l 8�0 18 DRAIN PLANS T_ C> anon mmmmmmmwmm� F- SEWER MANHOLE NO. 6 00 F- STA. 14+24.75 C.L., 5.00LT.= S89'27'02 En 8",SEWER C) C) n LO 222.14 F- STA. 14+24.75 SEWER :z ED CD S8�27`0 S89*27'02"E 8 SEWER 222.15' Ld 11+00 T IALR 1C E Ix U-i 8" WATER w c) _c) CN pr) I 12+0()S89'27'02 I +00 f 14+0i" IliTERSE00N _w w W_ F- 8 WATER W_ STA. 1 4+ .41 C.L., KYLE CT.= WATERGRASS RD. < LJLJ LLJ STA . 19+3 1.96 C.L., Uj m I -i LLJ F- Ul cmm mum Affmw mmmmwmmmmmm� R/W F-: or_ F_: ago& --mmmwmm� Of immw ow ......... . om Now coup :D (-) Q LLJ CL C) C) C) C) C) C) ck� C) 0 + -Nab doop pr) LLj Up (3i I c> cr; C) C1 0; N,) 00 It— 5; C> C) Qf LLJ LLJ 3it cj:f LLJ 3: LLj LLJ LLJ LAJ Z_ )> rri Z� LLJ C) < F_ U) Lc) - LLj V) I LLj V) LAJ V) LLJ I I U) I :;9: LLJ V) 3: LL1 __4 rn C> Of �D '7 79'LO I /8 (0 I (c) QD I r_ 77 76 pr) r_ (D 6 6 20. 20' 180 + C) + + + 0*) + C> C�p 30 (0 V_ c1*4 Uj + 3 cow :D co + 0 U) co U) U) 7 cl z (L Z in 0 z w vp WATERGRASS ROAD SEE SHEET 3 r*1*1 684 682 680 678 676 674 672 670 668 666 664 662 660 654 652 650 T IIIII-APPROXIMATE EXI�i�q__ IT RADE @ CENTERLINE IIII------- ---- III. . ........ IIIIIIIT, 136_111_ INIM, M IICOYM—T-) T ------ IIIIIIIII,—APP OXIMATE FINISHED IIIGR E @ CENTERLINE APPRIO MA EXFSTIN GRADE CENTERLINE IIIIIItII­4 8" WATER, IIIIII72 M1 IMUM IICOVER�TYP. ItIISEWER f ______tNVER T IIall III......... ...... . ......... ...... . IIIII0 > + I0 (iD 0 a III< 00 Lij Icif y IV) LLJ IEWER MANHOLE NO. 6 (60' V) V) w LEV. E INV. INV. N—S ... . ...... INST�LL 222.1� LF OF 8f' SEWER 0 3.957o INSTALL 222.15 LF OF 8" SEWER @I 3.947o IIIIIIIII---------- ...... 10+00 11+00 12+00 13+00 14+00 m 0 n < 0 00 Of 0 < I < bj bi 00 __j (D 0 cf) ry Ld m LLJ x U-i -q- (O 0 , 0 *� co U3 0 6 z m 0 p a) w z w LLJ n COURT SCALE: 1" = 40' HORIZONTAL m 1 = 4' VERTICAL LEGEND: (CON'T) LEGEND: (CON'T). EXIS11NG WATER RIGHT OF WAY EXISTING WATER VALVE CENTERLINE EXISTING ARE HYDRANT TRACT BOUNDARY LINE EXISTING WHARF HYDRANT CURB & GUTTER LINE EXISTING SEWER EXISTING EDGE OF PAVEMENT EXIS11NG SEWER MANHOLE EXISTING SEWER CLEAN OUT EDGE OF PAVEMENT REFER TO STREET & STORM DRAIN PLANS STORM DRAIN - REFER TO STREET & STORM DRAIN PLANS 0 MV. 33,65,3.2,2 - TOP OF MANHOLE/TOP OF CLEANOUT ELEVA11ON (D STORM DRAIN MANHOI E - REFER TO STREET & STORM DRAIN PLANS r*1*1 684 682 680 678 676 674 672 670 668 666 664 662 660 654 652 650 T IIIII-APPROXIMATE EXI�i�q__ IT RADE @ CENTERLINE IIII------- ---- III. . ........ IIIIIIIT, 136_111_ INIM, M IICOYM—T-) T ------ IIIIIIIII,—APP OXIMATE FINISHED IIIGR E @ CENTERLINE APPRIO MA EXFSTIN GRADE CENTERLINE IIIIIItII­4 8" WATER, IIIIII72 M1 IMUM IICOVER�TYP. ItIISEWER f ______tNVER T IIall III......... ...... . ......... ...... . IIIII0 > + I0 (iD 0 a III< 00 Lij Icif y IV) LLJ IEWER MANHOLE NO. 6 (60' V) V) w LEV. E INV. INV. N—S ... . ...... INST�LL 222.1� LF OF 8f' SEWER 0 3.957o INSTALL 222.15 LF OF 8" SEWER @I 3.947o IIIIIIIII---------- ...... 10+00 11+00 12+00 13+00 14+00 m 0 n < 0 00 Of 0 < I < bj bi 00 __j (D 0 cf) ry Ld m LLJ x U-i -q- (O 0 , 0 *� co U3 0 6 z m 0 p a) w z w LLJ n n m cl:: ck::: T_ C> F- 00 F- En Uj F- :z ED CD Ld Ix U-i w F- LJLJ LLJ LLJ F- Ul ck� Of LLJ CL LLJ Q_ LLj Up LAJ LO 5; 5; LLJ LLJ F- C> C> C> C�p Uj F_ 10c iLs :D 0 0 cl z (L Z in 0 z w W 0 V) 0 U') z cr. LL_ cf) 0 w w W w U. 0 L D D D D D D r� L L 6 6 C) C5 U-) ry Cn um 0 ff-) to (D m: C:) CD o6 71' C'� C'� r-_ < I-- I,,- + :m-: + + Cni 01 0i C14. 0 U-) .. w 0 0 MOM. L0 Cn ' 00 D6 5 00 + Cn 670 668 666 664 662 660 658 656 654 652 650 648 646 644 642 640 638 Pei CD 6 4 Cn Q:� C� Uj Uj M U-) C) + 62+ 6 3 Uj w w V) Cn co U-) C6 co 61 6 0 59 C*4 C%j I n Cn I BA D MOUNTAIN COURT SCALE: 1 40' HORIZONTAL 1" 4 1 VERTICAL WATERGRASS ROAD SEE SHEET 3 30 3 2 20 7 5 < < 5" LU L < 00 C) co (T 58 20 120 n 30' U 11 30'l < s- - - I - I I U) ATERGRASS ROAD SEE SHEET 3 . . .. ...... + TE; APPROXIMA EXISTING! ? GRADE @ CENTERLINE -4- t 1`_1__­_1_______ 7 t --- �APPROXWATE FINI ED GRADE 0 CENTERLI E - --------- T 7- COYER TYP. 18" WATE 4- - ------- 4 INVERT `8 SEWER 72"' MIN Uj T CO M ER JT�P_. -4 r 4.0 < 06 ­7 t + ry 7 Uj bi Ft INVERT 18 SE ER' ---------- MANHOUE NO. 8, SEWER MANHOLI NO. STA. 12+99.72 C.L. STA. 4+6 .84 I V. 8 w V. E co 4 ELEV. �'642.94 INIV. 8" N- 64 3. 11 0 T �F 0 8" E �.37% INSTALL 1162.11 LF1017 8 L'�'_ 3 27. -6 -.O---F----- INSTA _4 X Z7 10+00, 11+00 12+00 13+00 14+00 154 670 698 666 664 662 660 658 656 654 604 60V 648 646 6+4 642 640 638 -00 16 -------- lox, < F- U) w < 0 0 mom �LLJ j :;Wc < m 14- CD oo'q-1 7 .0 C3 .4- co %__ I LEGEN 8 04 A D-) 50 FP. 644.5 "Oe MUM Cn C) _j LEGEND: 0i C) .4u- ABBREVIATIONS r C5 < w, Uj . . .. ...... + TE; APPROXIMA EXISTING! ? GRADE @ CENTERLINE -4- t 1`_1__­_1_______ 7 t --- �APPROXWATE FINI ED GRADE 0 CENTERLI E - --------- T 7- COYER TYP. 18" WATE 4- - ------- 4 INVERT `8 SEWER 72"' MIN Uj T CO M ER JT�P_. -4 r 4.0 < 06 ­7 t + ry 7 Uj bi Ft INVERT 18 SE ER' ---------- MANHOUE NO. 8, SEWER MANHOLI NO. STA. 12+99.72 C.L. STA. 4+6 .84 I V. 8 w V. E co 4 ELEV. �'642.94 INIV. 8" N- 64 3. 11 0 T �F 0 8" E �.37% INSTALL 1162.11 LF1017 8 L'�'_ 3 27. -6 -.O---F----- INSTA _4 X Z7 10+00, 11+00 12+00 13+00 14+00 154 670 698 666 664 662 660 658 656 654 604 60V 648 646 6+4 642 640 638 -00 16 -------- lox, < F- U) w < 0 0 mom �LLJ j :;Wc < m 14- CD oo'q-1 7 .0 C3 .4- co %__ I LEGEN 8 04 A D-) 50 FP. 644.5 "Oe MUM Cn -C) _j LEGEND: 0i 0 .4u- ABBREVIATIONS r < w, Uj C) Underground Service Alert 1 Cn C) REINFORCED CONCRETE PIPE cy- Ui FP. 6 4 0.8 Uj RUBBER GASKETED JOINT 0 20 SD STORM DRAIN LU (n Call: TOLL FREE Cn CB CATCH BASIN TOP TOP OF PIPE B.C. BEGIN Of CURB co co JB JUNC11ON BOX 0 + + SMH SEWERMANHOLE ELL. ELBOW P.R.C. POINT OF REVERSE CURVATURE SCO SEWER CLEANOUT EXIST. OR (E) EXISTING P.C.C. POINT OF COMPOUND CURVATURE TWO WORKING DAYS BEFORE DIGGING SDMH W V) "m %Mo "now '400* El EV. ELEVATION PA PROPERTY LINE . . .. ...... + TE; APPROXIMA EXISTING! ? GRADE @ CENTERLINE -4- t 1`_1__­_1_______ 7 t --- �APPROXWATE FINI ED GRADE 0 CENTERLI E - --------- T 7- COYER TYP. 18" WATE 4- - ------- 4 INVERT `8 SEWER 72"' MIN Uj T CO M ER JT�P_. -4 r 4.0 < 06 ­7 t + ry 7 Uj bi Ft INVERT 18 SE ER' ---------- MANHOUE NO. 8, SEWER MANHOLI NO. STA. 12+99.72 C.L. STA. 4+6 .84 I V. 8 w V. E co 4 ELEV. �'642.94 INIV. 8" N- 64 3. 11 0 T �F 0 8" E �.37% INSTALL 1162.11 LF1017 8 L'�'_ 3 27. -6 -.O---F----- INSTA _4 X Z7 10+00, 11+00 12+00 13+00 14+00 154 670 698 666 664 662 660 658 656 654 604 60V 648 646 6+4 642 640 638 -00 16 -------- lox, < F- U) w < 0 0 mom �LLJ j :;Wc < m 14- CD oo'q-1 7 .0 C3 .4- co %__ I LEGEN 8 04 A D-) 50 FP. 644.5 "Oe MUM Cn -C) LU 3: w LU Cn co LEGEND: 0i c6LJ .4u- ABBREVIATIONS (.6 00 + < w, Uj L�J Underground Service Alert 1 Cn RCP REINFORCED CONCRETE PIPE C.L. CENTERLINE E.P. EDGE OF PAVEMENT FP. 642.3 FP. 6 4 0.8 RGJ RUBBER GASKETED JOINT R/W RIGHT-OF-WAY E.N.C.S.D. EAST NILES COMM. SERVICE DISTRICT 20 SD STORM DRAIN INV. INVERT T.O.C. TOP OF CLEANOUT Call: TOLL FREE FP. 654.8 CB CATCH BASIN TOP TOP OF PIPE B.C. BEGIN Of CURB 1-800-227-2600 JB JUNC11ON BOX T.O.M. TOP OF MANHOLE E.C. END OFCURB CATCH BASIN - REFER TO STREET & STORM DRAIN PLANS SMH SEWERMANHOLE ELL. ELBOW P.R.C. POINT OF REVERSE CURVATURE SCO SEWER CLEANOUT EXIST. OR (E) EXISTING P.C.C. POINT OF COMPOUND CURVATURE TWO WORKING DAYS BEFORE DIGGING SDMH STORM DRAIN MANHOLE El EV. ELEVATION PA PROPERTY LINE EXISTING EDGE OF PAVEMENT 114. EDGE OF PAVEMENT - REFER TO STREET & STORM DRAIN PLANS CONSTRUCT SEWER PER E.N.C.S.D. STANDARDS 0 M. 363.22 1- __ m_ -0 _U_ -I '-' ___ - - TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION :z LLJ CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. STD. DET. NO. S-7 CONSTRUCT SEWER CLEAN OUT PER m :m __j -< E.N.C.S.D. STD. DET. NO. S-5 CL 150 AWWA WATER LINE - SEE WATER PLANS Ld Ix C> C) 3/418 WATER SERVICE - SEE WATER PLANS 1's WATER SERVICE - SEE WATER PLANS . . .. ...... + TE; APPROXIMA EXISTING! ? GRADE @ CENTERLINE -4- t 1`_1__­_1_______ 7 t --- �APPROXWATE FINI ED GRADE 0 CENTERLI E - --------- T 7- COYER TYP. 18" WATE 4- - ------- 4 INVERT `8 SEWER 72"' MIN Uj T CO M ER JT�P_. -4 r 4.0 < 06 ­7 t + ry 7 Uj bi Ft INVERT 18 SE ER' ---------- MANHOUE NO. 8, SEWER MANHOLI NO. STA. 12+99.72 C.L. STA. 4+6 .84 I V. 8 w V. E co 4 ELEV. �'642.94 INIV. 8" N- 64 3. 11 0 T �F 0 8" E �.37% INSTALL 1162.11 LF1017 8 L'�'_ 3 27. -6 -.O---F----- INSTA _4 X Z7 10+00, 11+00 12+00 13+00 14+00 154 670 698 666 664 662 660 658 656 654 604 60V 648 646 6+4 642 640 638 -00 16 -------- lox, < F- U) w < 0 0 mom �LLJ j :;Wc < m 14- CD oo'q-1 7 .0 C3 .4- co %__ I LEGEN 8 04 A D-) 50 FP. 644.5 "Oe MUM Cn 4 9._j FP. 644.5 IJ U) DO (CON T) WATER VALVE & VALVE BOX - SEE WATER FIRE HYDRANT - SEE WATER PLANS 2'0 LANDSCAPE SERVICE WITH 2" RP DEVICE. - SEE WATER PLANS AIR RELEASE VALVE - SEE WATER PLANS 2" BLOWOFF ASSEMBLY - SEE WATER PLAN WHARF HYDRANT ASSEMBLY EXISTING WATER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXIS11NG WHARF HYDRANT EXISTING SEWER EXISTING SEWER MANHOLE EXIS71NG SEWER CLEAN OUT 658 656 654 652 650 648 646_ 644 642 640 638 636 634 632 630 628 626 624 5 1 1� ? C� 7 f:� A F__1, F__1 -C) LU 3: w LU Cn co 0i c6LJ .4u- IV- + (.6 00 + < w, Uj L�J Uj 1 Cn 48 1 47 CN 4 9._j FP. 644.5 IJ U) DO (CON T) WATER VALVE & VALVE BOX - SEE WATER FIRE HYDRANT - SEE WATER PLANS 2'0 LANDSCAPE SERVICE WITH 2" RP DEVICE. - SEE WATER PLANS AIR RELEASE VALVE - SEE WATER PLANS 2" BLOWOFF ASSEMBLY - SEE WATER PLAN WHARF HYDRANT ASSEMBLY EXISTING WATER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXIS11NG WHARF HYDRANT EXISTING SEWER EXISTING SEWER MANHOLE EXIS71NG SEWER CLEAN OUT 658 656 654 652 650 648 646_ 644 642 640 638 636 634 632 630 628 626 624 5 1 1� ? C� 7 f:� A F__1, F__1 I_r_ Uj 3: C-i C/) 43 FP. 648.7 (if Uj CD i!!; V) 42 FP. 649. J WATERGRASS ROAD SEE SHEET 3 L 30' 30' il MI. 1-1 t_20_$_ I 19 0 Z: -C) LU 3: w LU Cn co 0i 1-d- I cr; CD IV- + (.6 00 + - LIJ CC _< LIJ 1 Cn 48 1 47 1 46 45 44 FP. 642.3 FP. 6 4 0.8 FP. 6 4 0. 7 FP. 642.5 FP. 645.4 of B OADSTON AC 20 SCALE: 1 40P HORIZONTAL Uj 1 4' VERTICAL FP. 654.8 LEGEND. (CON ) T) 4,4- STORM DRAIN - REFER TO STREET & STORM DRAIN PLANS STORM DRAIN MANHOLE - REFER TO STREET & STORM DRAIN PLANS << CATCH BASIN - REFER TO STREET & STORM DRAIN PLANS U) U) - RIGHT OF WAY CENTERLINE TRACT BOUNDARY LINE 0 CURB & GUTTER LINE LLI M EXISTING EDGE OF PAVEMENT 114. EDGE OF PAVEMENT - REFER TO STREET & STORM DRAIN PLANS 0 M. 363.22 1- __ m_ -0 _U_ -I '-' ___ - - TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION I_r_ Uj 3: C-i C/) 43 FP. 648.7 (if Uj CD i!!; V) 42 FP. 649. J WATERGRASS ROAD SEE SHEET 3 L 30' 30' il MI. 1-1 t_20_$_ I 19 0 Z: -C) CC: C) LLJ _j ro Lci cj:� - LIJ CC _< LIJ < C> cn "115 1.0- --q- of 11� 11". 20 %_ Ir- to to Uj ++ FP. 654.8 cn 4,4- << U) U) - Cn U) WATERGRASS ROAD SEE SH EET 3 7­14v 21 FP. 65J. J f "'a M R ? 656 t -1654 4_- 6 5 7. IM TE EXIS NG -APPROX '650 UKADE 0 iCENTERLI E __j f N., .01 648 GRADE)@ CENTE, [INC 4646 'N' '644 S D z--4APPROXIMATE F1 642 D-E -0- 1 C E NTE Ll E 72 INIMUM COVER Typ. '640 W-AT-M -4 �OVER TY�. X SEW-E E.1 NO. MA61HQL ST 14+61.914 C.L. L V. 699.84' E INV. 8 '634 ELEV. 6:38.46 1 N V. 8 V F N INV. 8 UT _y r% -7 ELEV. 0 k 632 T_ _RT '8 SEWER' INVE I N VE R T LK_aE_w_E_R_, 630 z SE R MAN OLE N 0. 0 (60 t 9+8 E. 628 EL, V. INV. 8" SEWER ANHOLE 0. 11 4#3Z.- S1 S TA. 1 34. INVERT �18- DHAINt, ELEV. INV. E-w 8" Vo t INSTALL `253.36 Lrj OF 8 SEWER 0 0'40% IN�TALL 69 LF O� 8" SE WE� 0 0. 407 0% A 6z* 10+00 11+00 12+00 13+00 14+00 15+00. 22 Im C)::: CC: F- M 00 cc < Of CD CC _< C) co 202 20) :30T1_1 30 WATERGRASS ROAD SEE SH EET 3 7­14v 21 FP. 65J. J f "'a M R ? 656 t -1654 4_- 6 5 7. IM TE EXIS NG -APPROX '650 UKADE 0 iCENTERLI E __j f N., .01 648 GRADE)@ CENTE, [INC 4646 'N' '644 S D z--4APPROXIMATE F1 642 D-E -0- 1 C E NTE Ll E 72 INIMUM COVER Typ. '640 W-AT-M -4 �OVER TY�. X SEW-E E.1 NO. MA61HQL ST 14+61.914 C.L. L V. 699.84' E INV. 8 '634 ELEV. 6:38.46 1 N V. 8 V F N INV. 8 UT _y r% -7 ELEV. 0 k 632 T_ _RT '8 SEWER' INVE I N VE R T LK_aE_w_E_R_, 630 z SE R MAN OLE N 0. 0 (60 t 9+8 E. 628 EL, V. INV. 8" SEWER ANHOLE 0. 11 4#3Z.- S1 S TA. 1 34. INVERT �18- DHAINt, ELEV. INV. E-w 8" Vo t INSTALL `253.36 Lrj OF 8 SEWER 0 0'40% IN�TALL 69 LF O� 8" SE WE� 0 0. 407 0% A 6z* 10+00 11+00 12+00 13+00 14+00 15+00. 22 Im C)::: CC: CC _< LLj C) U) U) - 0 V) �__ LLI M :z LLJ :2, CD 5; m :m __j -< Ld Ix C> C) I LLJ w Ci V5 (r) LLJ LLJ LLj CL LAJ CL C1 LLj m LLj En 5; LLJ V) 5; w Li-i `*� C) "� LLJ C14 C�l C=) LU 0 .j Uj z LLM z =:) �j 4j 0 0. 40 40 w . z 0 mammon z 0 mos MV) M z U c1c 0 4-* :3 CID w w W w U. 0 L D D D D D Li D D L 1__� L FINNEGAN LANE 150, 300 27 2 0 26 01 25 30 STA. 11+60.12 C.L., 45.00LT.= 61 STA. 11+60.12 F.L. N 20' SEWER EASEMEN PA 00 DWA� .1mossonome� mEmp .000 molons� OEM .00moommmmu� .Mmmmmmmo� Now t `ft�PUBLIC UTILITY EASEMENT PA RAiN 24" DRAIN 18"' DRAIN 6 LA_ ,� Moms& 00, slim 1! I 4 I0 R/W n -;t 18" DRAIN R/W x F/L FA R 11V S53*07'37W 708.55 18" DRAIN m m mmm" l��11111 m m 0 m r t.1 T 24 DRAI 8 24" DRAIN 8 A S MENU-oft A I I , �� . . , I C) -0 N53007'31"E q- Lo r-- r--- 8" SEWER 348.75 N53*07'31--E 8 SEWER 400.0 8 " < 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19- bc 11+00 10+00 IICN S53"07'37"W SEWER MANHOLE NO. 20 (60 c*14 ISTA. 14+28.45 C.L., 26.00LT.= MANHOLE NO. 21 (60 'k r C) C) 4 ON STA. 14+28.45 SEWER U-) STA. 10+79.69 C.L., 22.00LT.= STA. 17+67.55 C.L., KERN CANYON RD.= CN STA. 10+79.69 SEWER .0mommomm� LO -Lo STA. 8+21.90 C.L., WATERGRASS RD. Uj _j _j LO (3 (n iNG Uj X N r WA R ? IW w w — --- ---- ocr /7- LLJ m ICN 00 0c) F- F C) + + 0000 x cNi 0 R P < < C14 L0 :7— (n V) co 'SEWER MANHOLE TIE—IN TO EXISTING Ld C-) V) STA. 10+21.43 C.L.,4 29.84RT.= LO U') 0 STA. 9+98.88 SEWr:n 0000 04 04 + + 00 00 i f t! p L fio K -N CANYO-N OAD TES, 1. CONTRACTOR TO VERIFY SIZE AND LOCATION OF EXISTING (SR-184) UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPTANCIES SCALE: 1" = 40' HORIZONTAL T 1 = 4' VERTICAL D: (CON' LEGEND LEGEN 2. NO WORK SHALL BE PREFORMED IN SR-184 RIGHT—OF—WAY ABBREVIATIONS (CALTRANS) UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. RCP REINFORCED CONCRETE PIPE C.L. CENTERLINE E.P. WH BLY — SEE WATER PLANS CURVE TABLE RGJ RUBBER GASKETED JOINT R/W RIGHT—OF—WAY E.N.C.S.D. EAST NILES COMM. SERVICE DISTRICT SD STORM DRAIN INV. INVERT T.O.C. TOP OF CLEANOUT EXISTING WATER CURVE RADIUS LENGTH TANGENT DELTA "' 1-4 1 300.00' 117.40' 59.46' 22`2521 CB CATCH BASIN TOP TOP OF PIPE B.C. BEGIN OF CURB EXISTING WATER VALVE JB JUNCTION BOX T.O.m. TOP OF MANHOLE E.C. END OFCURB EXIS11NG FIRE HYDRANT SMH SEWERMANHOLE ELL. ELBOW P.R.C. POINT OF REVERSE CURVATURE EXISTING WHARF HYDRANT SCO SEWER CLEANOU T EXI ST. OR (E) EXIS11NG P.C.C.- POINT OF COMPOUND' CURVATURE SDMH STORM DRAIN MANHOLE ELEV. ELEVATION PA PROPERTY LINE EXISTING SEWER EXIS11NG SEWER MANHOLE s CONSTRUCT SEWER PER E.N.C.S.D. STANDARDS EXISTING SEWER CLEAN OUT STREET & STORM DRAIN PLANS CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. STD. DET. NO. S-7 STORM DRAIN MANHOLE — REFER TO STREET & STORM DRAIN PLANS 0 CONSTRUCT SEWER CLEAN OUT PER CATCH BASIN — REFER TO STREET & STORM DRAIN PLANS E.N.C.S.D. STD. DET. NO. S-5 w CL 150 AWWA WATER UNE — SEE WATER PLANS 401110 NNW somommummommom 01100, mossa� RIGHT OF WAY CENTERLINE Underground Service Alert 3/4" WATER SERVICE — SEE WATER PLANS 1 " WATER SERVICE — SEE WATER PLANS TRACT BOUNDARY LINE 8 WATER VALVE & VALVE BOX SEE WATER PLANS TE Call: TOLL FREE 1-800-227-2600 XITI 2" LANDSCAPE SERVICE EDGE OF PAVEMENT — REFER TO STREET & STORM'DRAIN PLANS NTH 2" RP DEVICE. — SEE WATER PLANS AIR RELEASE VALVE — SEE WATER PLANS 363-22 TOP OF MANHOLE/TOP OF- CLEANOUT ELEVATION TWO WORKING DAYS BEFORE DIGGING 2* BLOWOFF ASSEMBLY SEE WATER PLANS IIIIIIII618 632 618 bi IIz __j APPROXI-MATE E ISTING II ERLINE II< II< It 630 I161 II6 z Lai III0 0 __4 Iz IIII............................. .. T EXISTING" I< APPROXIMA I628 ___kA_ F C < I614 1614 G D a NTERLINEI III. ............ Mooz T I< I. ..... I< IIIcr > I12 .......... . . III0 U) 0 3612 626 61 2 II. ......... III.......... I........................... III�5 IIIz r!:- > Ld II'610 610 624 IItIIIII4, —i-,-.---,—�-.,-�----�-.-,,�--.-,�--�,---- t 608 .608 622' III124" DRAI T c�NVER- fZ4 DR P� I6204 606 IIII606 Iow VENT 8" �jEW III40 604 --- -­ ION— 604 618 I000*� IIIIIIIII02 616 II602 Iwoo I---m1OO mop 0 0,-O� 00� II'600 600 61 4 T 8 SEWER INVER IIf z cr_ IIIVT--Tv-f ITV' YMM" I61 2 598 I'598 II71 ixo 0000�_ LLJ LLJ ff) Idoe IC) IIIII596 596 61 0 0 ILd IIIIIII4 < 00 II---- — -- 608 I594 ct�_ z IILLJ re) 3 II00 tA I2.0 IA AKIUn I U 11 E N J-9 (6 0 EWER R MA IT 06 6 00 (1) -STA. 4+Z8.10, C-L 592 IISTA. 10+79.6 C. L. 0600(o V. 5 IF INV. N IIELEV. S—E 3:: < *> L IN)j. E ELE INV. IILd Ld x F_ III-4 (f) LLJ 604 590 590 IIIIIt4- IIIIIINSTAL 'INSTALL 400.00 LF' SOWER @ 2.Z,2% IL 348., 4-1 LF1 IN<7ALL 80.81 LF INSTALL 348.41 LF q)F 8" SEWER 0 OF 8 INSTALL 54.04 U OF 4.06% I'%EWER @ I588 588 602 S S 'A/D P/L�� A v _D c� N 0 IT, 8 WER @ 8" SE-WER @ 0 152% IItII4.00% 198% 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 632 630 628 626 624 6 2% 2% 620 618 616 614 612 610 608 oN 604 602 'Aix 'Ilk OR. D LU Z 0 LU > Uj C> I L6 Uj Uj U) Cif ck:f LU W Uj ckf Qf C> C) (AD c::) r-_ (=1 LU m 0. 0 cl cl 0 z LL. 0 Z 0 z cf) 0 0 cr. W 0 V) Qc 0 .&� :3 w w w w LINE 0