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HomeMy WebLinkAboutBook 15 Page 726 Old Town Sewer Improvements RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY EASTERN MUNICIPAL WATER DISTRICT BE HEREIN ASARESULT. RIVERSIDE COUNTY , CALIFORNIA CITY OF TEMECULA OLD TOWN SEWER IMPROVEMENTS 2014 P DNA �OP� �Fo N 1� �G IVER I E w EASTERN CORONAS MUNICIPAL 9 WATER DISTRICT eo�o �F� ROgo o Py � LONG B �^ a BOARD OF DIRECTORS 15 R NE�m \ PRESIDENT — PHILLIP E. PAULE ��� z `9oP �� 6 e RD HUNTINGTON BEACH VICE PRESIDENT — RANDY A. RECORD BOARD TREASURER — JOSEPH J. KUEBLER, CPA rTPK Doss BOARD DIRECTOR — DAVID J. SLAWSON PACIFIC OCEAN BOARD DIRECTOR — RONALD W. SULLIVAN TEMECULA S GENERAL MANAGER — PAUL D. JONES II, P.E. ' PROJECT SITE z PROJECT LOCATION 5� N APPROVED: N CHARLES BACHMANN DATE ASSISTANT GENERAL MANAGER VICINITY MAP LOCATION MAP PLANNING, ENGINEERING & CONSTRUCTION N.T.S. N.T.S. SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: I DATE I.D. UA NO. DATE lN/TIAL DESCRIPTION APP'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGERS. FRIEDMAN 7-10-14 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR SEALEDCONSTRUCTION AND I Uouc &4d 7_70_14 �� ,,[[ �F DE9CNED A. BROWN 7-10-14 W.O. 472839 SEALED BY —� 4514 %IMLQ�jQQ�y 7-10-14 DRAM! J. ROBLES 7-10-14 CITY OF TEMECULA fal STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT M„ _AN_A6lER: DATE CHECKED S. McKUYIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS C.0 468842 A CALIFORNIA LICENSED REFERENCES COORD. 5D46854 PROFESSIONAL INITIAL DATE SCALE: $HT. t OF 23 HIM Engineering,i ENGINEER, LICENSE NO. RgIECT ENGR. SS 7-10-14 TITLE SHEET CIVIL NO. 55566 APPROVALS NSPECTION W 7-10-14 AS NOTED D-45555 1 6 i6 AS CONSTRUCTED C.O. 468842 7 21 16 AINTENANCf MI 7-10-14 EWER OPS JW 7-10-14 ®.' G'1 SHEET INDEX ABBREVIATIONS SITE PLAN SYMBOLOGY GENERAL ABAND ABANDONED NOTIFICATIONS BASIS OF BEARINGS 1 G-1 TITLE SHEET CATV CABLE TELEVISION EMBANKMENT SLOPE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE EXACT DETERMINATIONS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE CITY CITY OF TEMECULA AS TO THE LOCATION OF ALL EXISTING UTILITIES: HE SHALL NOT BEGIN WORK UNTIL HE COORDINATE SYSTEM HAD 83 2011 ZONE 6, 2010.0000 EPOCH AS 2 G-2 SHEET INDEX, ABBREVIATIONS GENERAL NOTES AND KEY MAP ( ) CL CENTERLINE HAS MADE THIS DETERMINATION. HEAGREES TO FULLY RESPONSIBLE FOR ANY AND DETERMINED PROCESSING STATIC CPS OBSERVATIONS USING OPUS CIVIL CMP CORRUGATED METAL PIPE 50.5 CONTOUR ALL DAMAGE WHICH MIGHT BE OCCASIONED HIS BY HIS FAILURE TO EXACTLY LOCATE AND ON LINE PROCESSING SOFTWARE. COPS STATIONS UTILIZED INCLUDE COMM COMMUNICATION PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE FOLLOWING COMPANIES HAVE DG9740, DG8350, AND AF9684. 3 C-1 PLAN AND PROFILE STA 1 +00 TO STA 5+50 D, DIA DIAMETER O VEGETATION (SIZE) REPORTED UTILITIES IN THE AREA OF THIS PROJECT, AND MUST BE NOTIFIED BY THE 4 C-2 PLAN AND PROFILE STA 5+50 TO STA 10+50 DWG DRAWING CONTRACTOR 48 HOURS PRIOR TO STARTING WORK. BENCHMARK 5 C-3 PLAN AND PROFILE STA 10+50 TO STA 16+00 EL, ELEV ELEVATION POWER POLE ELEC ELECTRICAL PP USGS BENCH MARK /{J-63 (DX1423) LOCATED IN THE WEST QUADRANT OF 6 C-4 PLAN AND PROFILE STA 22+00 TO STA 22+50 EASTERN MUNICIPAL WATER DISTRICT (ATTN CHUCK DPNIEU 915-928-3777 EMWD EASTERN MUNICIPAL WATER DISTRICT TELEPHONE POLE THE INTERSECTION OF MAIN STREET AND FRONT STREET IN THE CITY OF 7 C-5 PLAN AND PROFILE STA 22+00 TO STA 26+50 CITY OF TEMECULA 951-506-5190 EDP END OF PROJECT B C-6 PLAN AND PROFILE STA STA 26+50 TO 31+85.96 TP AT&T DISTRIBUTION 714-666-5503 TEMECULA. A BRASS DISC SET VERTICALLY IN THE NORTHEAST CONCRETE 9 C-7 8" SEWER LATERALS SIXTH AND FOURTH STREETS FM FORCEMAIN FT FOOT (OR FEET) 41 FIRE HYDRANT RANCHO N CALIFORNIAWATER DISTRICT 714-296-9932 WALL, E FEET NORTH WEST OF THE EAST CORNER OF A DOOR COLUMN 10 C-B 8" SEWER LATERALS AT THIRD AND SECOND STREETS G GAS SOUTHERN CPLIFOR EDITON 714-796-9932 AT THE EAST CORNER OF THE BUILDING. 11 C-9 ENLARGED PLANS MORENO ROAD CPR GROUND PENETRATING RADAR SOUTHERN CALIFORNIA GAS COMPANY 909-335-7508 ELEVATION: 1008.1 (NAVD88) 12 C-10 ENLARGED PLANS SIXTH AND FIFTH STREETS HORIZ HORIZONTAL X75.5 EXISTING SPOT ELEVATION TIME WARNER CABLE 909-975-3342 13 C-11 ENLARGED PLANS FOURTH AND MAIN STREETS ID INSIDE DIAMETER UNDERGROUND SERVICE ALERT 800-227-2600 14 C-12 ENLARGED PLANS THIRD AND SECOND STREETS IN INCHES) A HORIZONTAL CP-X, VERIZON TELECOM 951-929-9494 WORK RESTRICTIONS 15 C-13 ENLARGED PLANS FIRST STREETS INV INVERT CONTROL POINT C-14 NOT USED IRR IRRIGATION (8BENCHMARK NOTE: NEED TO COORDINATE WITH UTILITY OWNER RELOCATIONS. WORK SUBJECT TO PHASING AND ACTIVITY RESTRICTIONS DURING SPECIFIC 16 C-15 CIVIL DETAILS I L LENGTH TIME PERIODS AND HOLIDAYS AND EXTENT OF WORK AREAS ARE RESTRICTED 17 C-16 CIVIL DETAILS II LF LINEAR FEET AS PROVIDED IN SPECIAL CONDITION SC-35 AND APPENDIX D OF THE 18 C-17 CIVIL DETAILS III MAX MAXIMUM IDENTIFICATION AND APPROXIMATE SPECIFICATIONS. 19 C-18 CIVIL DETAILS IV MIA MANHOLE LB-"X" LOCATION OF SOIL TEST HOLE 20 I-1 INSTRUMENTATION PLAN STA 1 +00 TO 10+50 MIN MINIMUM DOWNGUY 21 I-2 INSTRUMENTATION PLAN STA 10+50 TO 22+00 OD OUTSIDE DIAMETER SHUTDOWN AND COORDINATION TABLE 22 I-3 INSTRUMENTATION PLAN STA 22+00 TO 31+55 OH OVERHEAD 0 CONE PENETROMETER LOCATIONS NOTIFICATIONS 23 1-4 GEOTECHNICAL INSTRUMENTATION DETAILS O LOCATION NOTES PCP POLYMER CONCRETE PIPE pP 30-DAYS 2-WEEKS 24 HRS PI POINT OF INTERSECTION IF GENERAL NOTES PT POINT OF TANGENCY NOTES: \ Ot_ CONTRACTOR SHALL NOT INTERRUPT PTGB PILOT TUBE GUIDED BORE OPERATION OF EXISTING SEWER. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT R RADIUS 1. UTILITIES THAT ARE SUSPENDED ABOVE GRADE ARE CONTRACTOR SHALL PROVIDE REQUIREMENTS AND SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND DRAWINGS, RD ROAD DESIGNATED BY THE PREFIX OH". ` BY-PASS USING FLOW THROUGH LAST EDITION. IN CASE OF CONFLICTS BETWEEN DETAILS HEREIN AND IN EMWD STANDARD, ROW RIGHT OF WAY �... INTERCONNECTION PLUG OR BY-PASS PUMPING. DETAILS SHOWN HEREIN SUPERCEDE. S/SWR SEWER - S - SEWER Cl WITH EXISTING X X X S SLOPE ♦ MANHOLES 2. WORK SHALL BE PERFORMED 2. THE LOCATION OF ANY AND ALL UNDERGROUND UTILITIES MAY OR MAY NOT BE SHOWN ON SC SPECIAL CONDITION - SfM SEWER FORCE MAIN �, BETWEEN THE HOURS OF 10:00 PM THESE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE SO STORM DRAIN AND 5:00 AM SUNDAY THRU HIMSELF WITH THE JOBSITE AND UNDERGROUND UTILITIES. THE CONTRACTOR SHALL AT HIS SFM SEWER FORCEMAIN y THURSDAY AND DURING LOW FLOW OWN EXPENSE AND COST CONSTRUCT ALL IMPROVEMENTS IN SUCH A MANNER AS WILL ST STREET W WATER .j. CONDITIONS. PROTECT ALL UNDERGROUND UTILITIES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR STD STANDARD DAMAGE TO UNDERGROUND UTILITIES. T TANGENT LENGTH - G -- GAS y� NOTE: CONTRACTOR TO PROVIDE WRITTEN NOTIFICATION TO DISTRICT IN ADVANCE PER USA UNDERGROUND SERVICE ALERT NOTIFICATION PERIODS INDICATED ABOVE. 3. CONTRACTOR SHALL NOTIFY OWNER 48 HOURS PRIOR TO CONNECTION/DISCONNECTION TO VCJP VITRIFIED CLAY JACKING PIPE --- T TELEPHONE ANY EXISTING FACILITIES TO THIS PROJECT. VCP VITRIFIED CLAY PIPE ♦ Al VJERT VERTICAL - - CITY-IRR CITY-OWNED IRRIGATION y,�Q" 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO PIPE OR RECORD DRAWINGS MANHOLES INCURRED WHILE BACKFILLING AND COMPACTING. CITY-E CITY-OWNED ELECTRIC �♦ THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON 5. PAVING AROUND PROPOSED MANHOLE SHALL FOLLOW CITY STANDARD DRAWING 503. INFORMATION PROVIDED BY OTHERS.THE ENGINEER HAS NOT MATERIAL IN PLAN/SECTION CITY-FS CITY-OWNED FIBEROPTIC/SOUND VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT 6. EQUIPMENT AND MATERIALS SHALL BE STORED IN A NEAT PROTECTED MANNER. BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY ASPHALT (PLAN OR SMALL SCALE SECTION) l,' COM COMMUNICATION //�� Q� BE HEREIN AS A RESULT. Q- 7. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS AS TO OFFER THE LEAST POSSIBLE GENERAL SYMBOLOGY / ♦� y'� OBSTRUCTION AND INCONVENIENCE TO PUBLIC TRAFFIC, AND HE SHALL HAVE UNDER -- E ELECTRICAL CONSTRUCTION NO GREATER LENGTH OR AMOUNT OF WORK THAN HE CAN EXECUTE will (LARGE SCALE SECTION) N J? PROPERLY. ON EXISTING ROADS, TRAFFIC SHALL BE PERMITTED TO PASS THROUGH THE OH OVERHEAD CABLES Qp WORK AREA WITH AS LITTLE INCONVENIENCE AND DELAY AS POSSIBLE. 8. DUST SHALL BE CONTROLLED BY WATERING OR APPROVED METHODS. CONCRETE (PLAN/SECTION) ===I LARGE PIPELINE ARROW INDICATES DIRECTION OF 9. WHENEVER THE CONTRACTOR'S OPERATION CREATES A HAZARDOUS CONDITION TO TRAFFIC CONCRETE MASONRY (PLAN/SECTION) 'X-X-X-X-X- CHAIN LINK FENCE PLAN NORTH OR TO THE PUBLIC, HE SHALL FURNISH, AT HIS OWN EXPENSE, SUCH FLAG MEN AND GUARDS AS ARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC OF ANY PROPOSED PIPELINE \ ♦SPA DANGEROUS CONDITIONS. HE SHALL ALSO FURNISH, ERECT, AND MAINTAIN SUCH FENCES, ® DEMOLITION (PLAN/SECTION) /�BARRICADES, LIGHTS, SIGNS, AND OTHER DEVICES NECESSARY TO PREVENT ACCIDENTS - - PROPERTY LINE/ROW PLAN AND INJURY TO THE PUBLIC. THE NUMBER, LOCATION AND PLACEMENT OF FLAG MEN, GUARDS, AND TRAFFIC CONTROL DEVICES SHALL BE REVIEWED AND APPROVED BY THE �����j� EARTH (SECTION) - - CENTERLINE 1/4" = 1'-0" ♦Q �e4iFi� CITY ENGINEER. SECTION LE17EB y 10. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO GRANULAR FILL (SECTION) EASEMENT ♦N COMMENCEMENT OF ANY CONSTRUCTION WORK. O ,�� FLAG INDICATES DIRECTION 11. ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE LIMITS OF CONSTRUCTION OF SECTION CUT NOTED. GRATING (SECTION) X UTILITY RELOCATION xxx -_* SHEET C WHERE 12. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE-CENTERLINE GRATING (PLAN) PERFORMED BY DISTRICT SECTION W ES LOCATED ♦,� C� INTERSECTION STATION. \ tJ zp INTERSECTION UTILITY \ G0 13. ALL ELEVATIONS SHOWN HEREIN ARE IN FEET AND DECIMALS THEREOF BASED ON AERIAL GROUT (SECTION) MORENO ROAD SCE SECTION CUT MARKER y� SURVEY. 6TH STREET SCE SECTION LETTEB 14. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS, AND OTHER EXISTING IMPROVEMENTS TO BE METAL (SECTION) 5TH STREET VERIZON RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING SECTION X �:6, ��E` IMPROVEMENTS UNLESS OTHERWISE NOTED. 4TH STREET VERIZON 15. ALL WORK STAGING AND LAY DOWN AREAS SHALL OCCUR WITHIN PUBLIC RIGHT OF WAY PRECAST CONCRETE (PLAN/SECTION) 15T STREET AT&T 3/8„ - 1 �_0�. x SHEET WHERE XX% y,�9 OR EMWD EASEMENTS OR PROPERTY UNLESS OTHERWISE NOTED. NOTE: SECTION VIEW IS �♦Q- ,,�AIpp1� SOD (SECTION) TABLE PROVIDES ONLY THOSE UTILITIES FIRST CUT 16. SIZES SHAFTS SHOWN ARE MAXIMUM ALLOWABLE EXCAVATED DIAMETER WITHOUT PRIOR 1 WA TO BE RELOCATED BY THE DISTRICT. b AUTHORIZATION ATION FROM EMWD. DETAIL NUMBER (� WEEP JOINT MORTAR (REFER TO SC-44) 17. MANHOLES SHOWN IN PROFILE ARE SCHEMATIC IN NATURE. ORIENTATION OF MH CONE IS PROTECTION SYSTEM (SECTION) ACCURATELY SHOWN IN PLAN AND PARTIAL PLAN VIEWS. XXX k SHEET WHERE 18. CITY-OWNED UTILITIES EXIST IN THE PROJECT AREA WHICH MAY REQUIRE RELOCATION. DETAIL IS LOCATED THE DIGALtRT I\ _THESE UTILITIES INCLUDE: IRRIGATION MAIN, IRRIGATION LATERAL, IRRIGATION CONTROL WIRE, GENERAL NOTES: DETAIL MARKER SOUND/FIBEROPTIC, AND ELECTRIC. THESE UTILITIES ARE DEPICTED IN THE DRAWINGS TO THE BEST KNOWLEDGE OF THE ENGINEER USING LINES LABELED WITH "CITY-X". HOWEVER, 1. THIS IS A STANDARD SHEET SHOWING COMMON _ LOCATING THESE UTILITIES PRIOR TO CONSTRUCTION IS THE RESPONSIBILITY OF THE SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY USED Mj CONTRACTOR. IT SHOULD BE ASSUMED THAT ANY OF THESE UTILITIES COULD BE ON THIS PROJECT. DETAIL NUMBEENCOUNTERED AT ANY SHAFT LOCATION. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL 11'DMp1°'0DETAILKEY MAP LABOR, EQUIPMENT, AND MATERIAL FOR RELOCATING ALL CONFLICTING CITY UTILITIES AND 2. SCREENING OR SHADING OF WORK IS USED TO B60FEwnMUST DO SO TO THE SATISFACTION OF THE CITY. INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE YOU DIGYou o0 3" = 1 '-0" xxx NO SCALE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED REPRESENTATIVE 19. CONTRACTOR TO RELOCATE FIBER OPTIC CABLES PER PLANS PROVIDED IN APPENDIX I OF TRADE WORK. REFER TO CONTEXT OF EACH SHEET TOLL FTiff I-BOD-227-'600 DRAWING WHERE DETAIL THE SPECIFICATIONS. FOR USAGE. UNoeA PUBLIC SERVICE BY OPOLIND SERVICE ALERT WAS CALLED OUT SPECIFICATION NO. 1238S REVISIONS THIS DRAWING WAS APPROVED BY: GATE I.D. UA NO. DATE lN/TIAL DESCRIPTION ARP'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-to-ta EASTERN MUNICIPAL WATER DISTRICT FOR CONSTRUCTION AND /�/� 7_I�_IG �� DESIGNED A. BROWN 7-10-14 RIVERSIDE COUNTY, CALIFORNIA S.A. 34 SEALED BV �"""" ,,[[ W.O. 472839 -� �ZGRZ �7onyQojQQoy 7-10-14 DRAWN J. ROBLES 7-10-14 CITY OF TEMECULA STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING D"'�c PROJECT MANAGER: DATE CNECKED S. UcKELME 7-10-14 OLD TOWN SEWER IMPROVEMENTS CO 468842 j A CALIFORNIA LICENSED REFERENCES COORD. 5D46854 PROFESSIONAL INITIAL DATE SCALE: HmEnginsaring,i ENGINEER, LICENSE NO. RgIECT ENGR. SS 7-10-14 , ABBREVIATIONS CIVIL NO. 55566 NSPECTION CD 7-10-14 SHEET INDEX SNT. OF 2a 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 16 APPROVALS AINTENANCE MI 7-10-14 AS NOTED D-4ssss rr r, GENERAL NOTES AND KEY MAP EWER DPS JW 7-10-14 0 ® G-2 a o f Jw p a 0aO0i N oX W Oada OoN ; 1020 o z WOa a0N> ao� n 1020p Ii LL1 ya li ¢ fO lip O' O 'n = OiM MO OJ \w Mjhp NpIt Oh + 4 MMMN UJpO < Z _ 2 + whZ Ml�i + OW f/ + pZ � ' O, r wN + UNK = + � � N3 + � > U � 0 � 0 + N + ¢ vl > w NwN O a ^ Xw � ¢ M + O 02 1' U _ n FH ¢ p ¢ r M p 1010 wE_ '% � ^ s ¢ ¢ � J < ar � z � p '/� � wr ¢ m ¢ � F , w 3z > FINIS GRADE a Iwo � : o0 0 ¢ z p mwm3 0 o + - o : ¢ � 3 1010 N � � � w0p00 JO K w _K U N ¢ U S=-0.0040 U 1000 E m L l 1000 z Fo N TtuS=-0.0040 _ _ _ _ - - - - - - - - - - - - - - - - - - S_-o--o- W 990 a _ _ - - _ - - - _ _ - - or)- - - - - - O 990 - - - - - - - - - - - - - - - - - - - - - - - - - ID to o + N ~ p p II1 N Z � 980 m w 3 77 InIn oo p ¢ ro m w 980 p0 mw ern . Ntn io O N ¢ m M _O O m o ^ °o' v¢,i z v^ N m W M Q 970 Ii Li z + wn m m � m N m 970 N Z Z + Z Z VI — .33' L.F. OF S" ID VICE 960 OPEN CUT OR 960 AND TUNNEL PPTR CONTRACTOR iPREFERENCE 150.5 L.F. OF 15" 1 VCJP 379.41 .F. OF 15' ID CJP j OPEN CUT JACK-AND-BO E 36" MIN ST L CASING 1 +00 2+00 3+00 4+00 5+00 PROFILE SCALE: CONNECTION AT 1 "=20' HORIZ EXISTING MH 1512 RECEIVING SHAFT 1 1 "=10' VERT N 2125497.0845 C-9 RECORD DRAWINGS ALL SHAFT LOCATION NOTES: E 6286573 0202 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON 1 I II I O I i I j INFORMATION PROVIDED BY OTHERS.THE ENGINEER HAS NOT 1 . REMOVE AND REPLACE IRRIGATION SLEEVING, MAINLINE, AND WIRES; I Z I I I VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT MAINTAIN ALL EQUIPMENT WITHIN THE RIGHT-OF-WAY. PPP I BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN ASARESULT. 2. CONTRACTOR SHALL MAINTAIN IRRIGATION FUNCTIONALITY TO MINIMIZE DAMAGE TO EXISTING LANDSCAPE, 1 I _ __________ _ Lj _ 3 ALL IRRIGATION SHALL BE INSTALLED TO CITY SPECS O i 11 I 4 3' ON x A i_---- __ I s CO DUI ___ --I__ ______ _ � - �E �" I - -- - ----____ 4. ALL WORK SHALL BE INSPECTED PRIOR TO BACKFLL BY PUBLIC WORKS E PARKS/LANDSCAPE INSPECTOR. NKN N I � A F- �I y ' tA D -- NOTES: 1 1 +10 49 -s-FM. I PLUq D a S �-L-- _ \ 1 . CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, MR 1 / I - _ E _ - I AND ELEVATIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST 48 TD1A-DRO MAN HOLF 7II E WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, NOTIFY THE DISTRICT �CoMSEE EMWD DETAL 1JC=1$- III s�+" �; Sy N IN WRITING AND SECURE APPROVAL BEFORE PROCEEDING WITH WORK. 2 1 .060 �� O PR SEED R 15 VC,1sP \��, \ '!cam sfM ___ _ -cM -- _�. - �n U E 628 ILB-14 - 2 1 s__� C �---fin+-- - -s+i+ - s O - -SfM -SfM 2. CONTRACTOR SHALL COORDINATE UTILITY RELOCATION WITH EMWD, UTILITY coM _ ---- _ ------�s�-- - --� ��__ --_-j _ _ OWNER, CITY OF TEMECULA, AND AFFECTED CUSTOMERS. y s--- _ EXISTING 24"W -- / _ 4 S W I = o - _ _ - an-Irere --- an—Irere -- DEEPER IN THIS AREA e - - - -- ^--ram-- -- r --- r - i _ ��#-F-- T ----i - . -r- = 3. DEMOLITION OR DAMAGE OF EXISTING SITE CONDITIONS AND FEATURES cm-[ — - - -- - --__ � -E !n SHALL BE REPLACED IN KIND. — - VERIZON � _ � � II 2 �______ ___ \s__ �__ ________ _ _ ____ _ _ _ ___ _ _ _ ______________ ________ ________ w 4" CONDUITS ST _ _ _ / a - c -- -- o __ _ 4. MANHOLE RIM ELEVATIONS TO MATCH FINISHED GRADE. 2 \ M --�COM C[)M W 4 HIS I 'i z �o- 58 - f -__y 7007 -sue MH 1589 N FRONT STREET 1 5. FOR CLARITY, PROFILE ONLY SHOWS EXISTING UTILITIES THAT ARE 41 AND -Z CMP STORM RAIN 12" C WATER 48` DIA MAN OLE -- \� -s- - - -s- - - -5- -s- - -s- O LARGER. E EMWD STA A D DE�TJIILL SB 53 I IP �� _- -+� __ I N 21 39'784'll- - - — - - — - — - — - - - — - — - — - - - + 6. SEE SPECIFICATION APPENDICES FOR TRAFFIC AND PEDESTRIAN CONTROL _ 700 �-Iea - LB-2/ -1 E 786597.0537 9 coM __� GUTTER CONCEPTS. F 1 -1/4' SCH 0 1007 CPT-5 w ASSOCIATED SURFACE FFEATURE PROT ECTION SAND RDEPLACEMOWN ENT AND �0p8 PROPOSED SEWER 15" VCJP, Z REQUIREMENTS. ---_ -- SOUND POW R CURB �� PUT BACK JACK AND BORE WITH 36" N - REQUIR - - o J _ -Ft�ORIGINAL C S G IN - "w— h n Iz JGNMENI - i z"w— .� - - -- ----- __ u' _ -__ 0-_ _ = 7. CONTRACTOR TO VERIFY LOCATION OF DOWNSTREAM EXISTING SEWER AND v __ _ _ _ / _ siz� _ _ _ - _ _ - _ - - _ _ - _ - _ _ _ _ - - - - _ _--_ BASE OVERPOUR OF EXISTING MANHOLE BASE TO CONFIRM NEW SHAFT \�\ _ E _� _� clrvrnE _ _ - 6Hr-NNi �� < LOCATION. ( CATION 1 4 PV -'SCH 0 - ` RIGHT OF WAY ---_- c1t E � B. INVERTS IN PROFILE ARE FOR VCJP CARRIER PIPE. CARRIER PIPE IS wT 2 "w 20"w -- z SHOWN TO BE CENTERED WITHIN CASING TO ALLOW FOR FIELD C-9 __ -... . — MODIFICATIONS TO MAINTAIN APPROPRIATE CARRIER PIPE LINE AND GRADE. � ) / ��OUND/�SFET LIGHT 2 +- O I coM —- Co LAUNCHING HAFT j- PROPERTY LINE i " C-1 C-2 C-3 C 4 C-5 C-6 OM — COM SEWER DATA TABLE A BEARING DISTANCE KEY MAP PLAN ❑1 N 17'59'381 E 6.33' SCALE: 1"=20' ❑2 I N 091 W 152.91, ® I N 46.10.46" IN 383.41' SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: I DATE I.D. UA NO. DATE lN/TIAL DESCRIPTION App'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-m-1a EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION AND S 7_70_14 �� ,,[[ /� )KACNED A. BROWN 7-10-14 W.O. 412839 SEALED. F -� �4GRZ F/ryy[yQIjQQ�y 7-1DATE MUCK J. ROBLES 7-10-14 CITY OF ER IMPROVEMENTS STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT MANAGER: DATE CHECKED S. MCKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS C.0 668842 A CALIFORNIA LICENSED REFERENCES COORD. SD46854 PROFESSIONAL INITIAL DATE SCALE: SHL 3 OF 23 HIM Engineering,Inc. ENGINEER, LICENSE NO. ROJECT ENGR. SS 7-10-14 CIVIL NO. 55566 APPROVALS NSPECTION CD 1-10-141 AS NOTED PLAN AND PROFILE D-45557 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 16 AINTDIANGE MI 7-10-14 STA 1 +00 TO STA 5+50 EWER OPS JW 7-1O-14 0 Y' 2" C_1 ® I I I I I I I I SIXTH STREET III III FIFTH STREET I STA 110+DO 12" m WATIkR PVC 4' TOP 1020 1 1^ F_ nv-So STA 10+00 1020 6NN w d' O I +o w1 < oCO DUITS 380 TOoho Ng z Q 1 1 w 20" ABAND NED i3 3 -2 1/2" ` w li ? REMOVED/ LUGGED �Ns CONDUITS 3' TO1010 « o FINI RAD 1010 N _ W W U a U N 1000 w 1 m N 0 o 1 I 1 OI 1 J 1 CJ 1000 1 "I O N ro � 0 1 UZ wO 1 ttl ¢ __ I (� M li W �y 0 1 ii 8" SEWER C_7 cai m 1 Q m li SHAFT w 990 N I 1- 2 "WTR (ABAND) I 990 O — — — — —1 — — — 1 — =-0_0030 u7 — - - - — S=10_0030 Ln t — _ — r — — — — — — _ — — — — — — t o - - — — - - - — — + - - — — i — - - - - i — — — — - - - - - - — +- — � O m 980 Z m 1 m LJ 1 980 S z I 'p m J H NN im V j m m z U + + p O O In 970 'o m li m li + o+ L6 970 ¢ > F > all � ? II 'n ? i li d d � I I I I N N I I I I I I I I II I II I 960 1 960 I I I I I I I I I I I I I I I I I I 79.41 L.F. OF 5" ID VCJP 1 703.36 L.F. 01 15" ID VCJP JACK- ND-BORE 36 OIN STEEL CAST G JAC -AND-BORE 36 ' MIN STEEL CA31NG 1 6+00 7+00 8+00 9+00 10+00 PROFILE SCALE: N 1 "=20' HORIZ 1 "=10' VERT Mp am am 1- -.-. 0 _ --- £ _ - _ T— T v- R — T ------ a T --- T --e 71 T -77�,— I loos — - - - - - - - - - - - - - - - U I I - M�= —o - - ��—�� mow. - - SEFv - COM to // o CAUTION / C - U UUI . - S - - S �\ 6286 .61 g" SE ER TIE-IN 1 S '� FRONT STREET OVERHEAD LINES ' Zs M 1523 w - - - S - - 1006 - S 5 5 - / 5 SHAFT S _ _ I I -36 SD _ C �r / C 10 w (n _ ___ _ _ _ _ _ S - - - - - w _ _ _ _�- - J_ _ _ _- �LLT(REMDVEE7_Fi � J+ � 'Ir 1006 POSED SEWER 15" VCJP, �', - OFF FROM TOP w 1n /�/--'_ o I I \ �� CUr/REMOVED 6 -FF o JACK AND BORE WITH 36" �� _ABANDON e\CAS NG " CpT_g q w - � \ I I l� - N _ w CURB - _ _ _ _ _ \ I J�� LB-4 N / /4�A -�+ t6 1 rz� \\ -31 zT�00 \ M 12" — +002_W _ _ cnslNc T -g-O i2c' �12' 10+ _ o t — — — _   - _  - - — — - - - — _ \ — — — - -- - — — — — — — — — — — — — — — — — — — \ — — CD U 3 CITY= L — _..— F ,. - - - � - _ Q 1 III w I EE DETDA AIL D /C-1 ANH LE = - _ -- - E --- RIGHT OF WAY I I W 6' CASINGI FOR 22 TIMER WARES MH2125074.3193 PROPERTY(LINE -�_ I " I- 5 0 - W 5 w � I LLJ -� 1IU / / I STA 1 +05.9 I Q MH 1 23A F I 3 I CL 48 DIA M�JHOL6 / RECEIVING I SEE WD IANDA j C-10 SHAFT I I DETAI SB 5 I N 212 821 . NOTES: n E 628 12z9 a 1 . CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SEWER DATA TABLE SHOWN ON PLANS, NOTIFY THE DISTRICT IN WRITING AND SECURE APPROVAL BEFORE PROCEEDING WITH WORK. BEARING DISTANCE 2. CONTRACTOR SHALL COORDINATE UTILITY RELOCATION WITH EMWD, UTILITY OWNER, CITY OF TEMECULA, AND AFFECTED CUSTOMERS. 0 N 46-10.46" W 3831.41, 3. DEMOLITION OR DAMAGE OF EXISTING SITE CONDITIONS AND FEATURES SHALL BE REPLACED IN KIND. N 45-12'33" W 707.36' �` G1 G2 C-3 C-4 C-5 C-6 4. MANHOLE RIM ELEVATIONS TO MATCH FINISHED GRADE. RECORD DRAWINGS _ 5. FOR CLARITY, PROFILE ONLY SHOWS EXISTING UTILITIES THAT ARE 4° AND LARGER. PLAN THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON P LAN INFORMATION PROVIDED BY OTHERS.THE ENGINEER HAS NOT S. SEE SPECIFICATION APPENDICES FOR TRAFFIC AND PEDESTRIAN CONTROL CONCEPTS. PLANS ALSO IDENTIFY ANTICIPATED LAYDOWN AREAS AND ASSOCIATED SURFACE FEATURE SCALE: 1 "=20' VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT PROTECTION AND REPLACEMENT REQUIREMENTS. BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY KEY MAP BE HEREIN AS A RESULT. 7. INVERTS IN PROFILE ARE FOR VCJP CARRIER PIPE. CARRIER PIPE IS SHOWN TO BE CENTERED WITHIN CASING TO ALLOW FOR FIELD MODIFICATIONS TO MAINTAIN APPROPRIATE CARRIER PIPE LINE AND GRADE. SPECIFICATION N0, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: I DATE I.D. UUA NO. DATE lN/TIAL DESCRIPTION APPD DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-to-ta EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION AND ���� 7-10-14 C DESIGNED A. BROWN 7-10-14 W.O. 412839 SEALED BY p7G��1-10-14-10-74 DRANK J. ROBLES 7-10-14 CITY OF TEMECULA fal STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT MANAGER: DATE CHECKED S. MCKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS CO 468842 A CALIFORNIA LICENSED REFERENCES COORD. 5D46854 PROFESSIONAL INITIAL DATE SCALE:ENGIN SHT. 4 OF 23 HIMEnginseHoe,Inc. CIVILN . 5556 LICENSE NO. ROJECT ENGR. SS 7-10-14 PLAN AND PROFILE CIVIL NO. 55566 APPROVALS NSPECTION CD 7-10-14 AS NOTED D-45558 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 i6 AINTENANGE MI 7-10-14 STA 5+50 TO 10+50 EWER OPS JW 7-10-14 0 l" 2" ``=2 FOURTH STREET III FOURTH STREET o i? I, ALLEY ` ; Wo� O 1020 m z i N "`"r., o 1020 p Qttd N GmQ UI Q 3no w - . _ H_ w I w I � QmY dmy o � NZ 20" ABANDONE �' wmy iio Egg q , I z I 1 > REMOVED/ PLUGED � ¢_ '_� + _ inn o ov� o 1 1010 o o m � ' m " `4iMw F- = � I 1 1010 Nut Q� w Q� tt w a N ' � Jw U U W U fIiW (9 cl N mm 1 1000 �{ w 1000 _ Now (n _ W a zas — — - - IV) 990 2o'wTR ABAN 990 — 1 S .0030 I C-7 1 1 p O — — — — — — — — — — — — — — — — — —1 — — — — — — — _ — 5=-0_0030 — _ — — + 1 m I I I I I I I I � I � 980 W LLJ 980 J m I I I I I I Lj J m = 1� , O l Q I U z >z970 � m r 1 — 970 + d + y M m M m I � m I I I I 11 11 Q z 11 m ? I I I 960 960 I I I I I I I I I ' 703.36 LE OF 15" ID VCJP 11 743.14 L.F. F 15" ID VCJP JACK-AND-BORE 36' MIN STEEL CA ING JA K-AND-BORE 3 " MIN STEEL C SING 11 +00 12+00 13+00 14+00 15+00 16+00 PROFILE SCALE: 1 "=20' HORIZ 1 '=10' VERT , I I N I I I I ,00s I i I III , I I n \ I RIGHT OF WAY W I ' � � \ I I I 1 i �v0 acr \ - i egaam 1 -`/-_7-c------- ----- - ----- - - n-----. - t- ------ - -----_---\-\r�- ----- - - s - - s---T _ -. -� W= _ - - - - - - - - - - - - _ - -s- - Y 01) - COM CO 124 5 CO _ COM N COM ( N EuB 3 75 w5 — s — - - 5 s — + 5 —FRDNrTRE N W N - - ---- - - - -- ---- - - -- - — PROPOSED-SEWER 15" __�- - _—_ = 0 K AND GU LAUNC t 12 W _ 1�0 CURB ER�2-W �� - - - - - 12 � POSED SEWER 1512 VCJP _ _ — _ _ - iY2' ly - E 287374.27 1� W SHAFCHIN C.51i_ 4-- VCJP'WITH 36AC CASING BORE o M„Zl — _tRB ERM„Zl —� � t 0 r .. �� O w \\ , <,.,, - B-S _ - i T-7IMW-5 CPT-2 c0 -O M _ _ W CITY-E _ _ _ W CITY-IRRp' MH 1546A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IFS' (1)6 (1 (3 6� \ 11 i RIGHT OF WAY S I SEE DETAIL S/C� _i O 1i 148` DIA DROP MANHOLE h •� I N 2124575.5245 -� CAUTION E 6287375.0510 — — -�--� OVERHEAD LINES PROPERTY LINE I I I STATION EQUATION I I I I I I I STA 1 1 I 1 I' 13+54.69 AH _ NOTES: I ! I 1 ! I I I 1006 __ I 1 . CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, NOTIFY THE DISTRICT IN 6" PVC WATER SEWER DATA TABLE WRITING AND SECURE APPROVAL BEFORE PROCEEDING WITH WORK. DISTANCE FIRE HYDRANT BEARING C-1 C-2 C-3 C-4 C-5 C-6 2. CONTRACTOR SHALL COORDINATE UTILITY RELOCATION WITH EMWD, UTILITY OWNER, CITY OF TEMECULA, AND AFFECTED CUSTOMERS. P' /< N �$ N 4V12'33" W 7Di 3. DEMOLITION OR DAMAGE OF EXISTING SITE CONDITIONS AND FEATURES SHALL BE REPLACED IN KIND. SCALE: 1 U1 "=20 © N 45'2T11' W 747.14 4. MANHOLE RIM ELEVATIONS TO MATCH FINISHED GRADE. FOR CLARITY, PROFILE ONLY SHOWS EXISTING UTILITIES THAT ARE 4" AND LARGER. RECORD DRAWINGS KEY MAP THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON 5. SEE SPECIFICATION APPENDICES FOR TRAFFIC AND PEDESTRIAN CONTROL CONCEPTS. PLANS ALSO IDENTIFY ANTICIPATED LAYDOWN AREAS AND ASSOCIATED SURFACE FEATURE PROTECTION AND REPLACEMENT REQUIREMENTS. INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT 6. INVERTS IN PROFILE ARE FOR VCJP CARRIER PIPE. CARRIER PIPE IS SHOWN TO BE CENTERED WITHIN CASING TO ALLOW FOR FIELD MODIFICATIONS TO MAINTAIN APPROPRIATE CARRIER PIPE LINE AND GRADE. BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY SPECIFICATION N0. 1238S BE HEREIN AS A RESULT. REVISIONS THIS DRAWING WAS APPROVED BY: DATE I.D. UA NO. DATE lN/TIAL DESCRIPTION APP`D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGERS. FRIEDMAN 7-to-ta EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR SEALEDCONSTRUCTION AND � Xouc &4d 7_70_14 �� ,,[[ �F DESIGNED A. BROWN 7-10-14 W,O. 412839 SEALED BY -' �ZGRZ %IMLQ�jQQ�y 7-10-74 DRAWN J. ROBLES 7-10-14 CITY OF TEMECULA STEEE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT M„ _AN_A6lER: DATE CHECKED S. MCKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS CO 668842 j A CALIFORNIA LICENSED REFERENCES COORD. 51346854 PROFESSIONAL INITIAL DATE SCALE: $HT. 5 OF 23 HIM Engineering,i ENGINEER, LICENSE NO. PROJECT ENGR. SS 7-10-14 PLAN AND PROFILE CIVIL NO. 55566 APPROVALS NSPEC11ON CD 7-10-14 AS NOTED D-45559 1 6 i6 EZ AINTDIANGE MI 7-10-14 AS CONSTRUCTED C.O. 468842 7 21 i6 STA 10+50 TO 16+00 EWER OPS A 7-10-14 0 1" 2" ``-3 MAIN STREET I I I ri f I I I I THIRDSTREET wo w I I 1020 1020 0 li i i r � n + � •_i 3 � I II I III i` n . o r + m + ^ gyp � NW NN1 1010 � > � mrr iFn li FINISHED GRADE 1010 > 00 w o J n n o w J 3 !D cc [) - o w w w W I CD 1000 � —� i � i i li W 1000 JO o _ (n I wm (n Ld LL] > oLLJ (p w w I — 990 `-' "� w w a a to 990 Cp - _ � O 0" ABANDOD EWERC_BO 20 WTR ABAND t 5_-0.0030 Nt - - - - - - - - - 0.0030 REMOVED/ ED N- - - - I- - _ _ 980 w — — — — — — — — — — — — — — — — — — — - - - J- - - — — w 980 _ a — — — — 20" ABANDONED `� o J U REMOVED/ PLIyGGED o m U 3 � m n 970 z N o ,° mo 0 Fo m m z 970 om + °' 4 j Q j N m N m N ? 960 960 7 3.14 L.F. OF 1 ID VCJP 694.53 L.F. OF 15" ID VCJ JACK-A D-BORE 36" IN STEEL CASIN JA K-AND-BORE 6" MIN STEEL ASING 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 PROFILE N SCALE: I I 1 "=20' HORIZ 1 "=10' VERT f � �1007 - 1-- Y r �- - - 1� L__ / W � MH 1765 i � II � - I I 1 � I I N 212407 1006 _ w_ i F �� I (n I / 0 G z----�-� 1 �� - � I 00 armiI, - __ _ T \ T I U 24. U CI R � \ f7� CITY-I IRR. r o o�,M - �CITI'--1 -v-� CITY-IRR - �1' IR� - 1 V CITYTIRR� F- - � G 7 - j- �EHY' o G _ - - - _�i cr ` .;_ _ _- G -_ -_ G _ __- _ ILL! - S _ - _ - _ - _ _ _ _ _ _ _ - _ - - _ - _ - _ - _ - _ -- - - - - - _ Sf S _ C Y COM COM VA CUM - - COM - COM - - COM -�\ � _M - -� �Olvl CO - S - S S 3 53- 5 �- S - S - - S \�a5 S - S - S S - -5 - - _ -. 8" SEWER 1 � -^r-- -- S - _ S - W O - - - - - c_T _D FRONT - - - - -� - - - — - - - - - - - TIE—IN B -- - - - — — — —GO \ - - - - - - - - - _ PROPOSED EWE 15- - - _ - - - - - _00 _ _ _ _ - - - - - - - - - -- - - - - - \ - - - 0 SEWER CUT/REMOVED 6' OFF FROM TOP O O GUTTER 'SHA -1 IIF - + VCJP, JACK AND BORE LB- o I + CURB _ UT/REMOVED 6' OFF FROM TOP WITH 36" CASING RIB " 1 in j _ o t _ - - - - _ - _ ��'� 11 - ± - - - - - - - - - - - - - - - \ - -6/ _ _ - � 12 T12 q)T - W -T - � - -_- 12 CU - - - 1 � - - - T - - - - / � - - - - - - o - - _ _ - _ - -IN W _ _ U - r. CP \.L �Y W AA Z_ 7 N _ S Z _ I — — — — — — — — — — — — — — — — — — — — — — — — — — J ---V I/ _ II RIGHT OF WAY o - JJ I / - - i - - - - - - I- O - - N I RIGHT OF WAY I� � ` M ~ H 6 ILB-16 � 181 STA 1I� .83 Q im LA r------ H 1 5A _ _ CE 48" IL 1 ANF�OCE m STA 17+14.33 O.8 ' LT'I 1 - S E DETAIL 1 `?8 I /� I N 2724 57 .4093 MH 1753A 1 - I > � _ t0 r' \ I f l fi2879D7.52113 , 48" DIA MANHOL I PROPERTY LINE t o SEE EMWD STANDAR I I 7 PIPES TOTAL --KIAIL 55-53 1 (1) 6" (1 ) 4" (1 ) 3" (3) 2" (1) 1 -1/2" 7 I N 2132F333.8-3g8 I IRRIGA ICL/STREET LIGHT/SOUND/VERIZON III ECEIVING SHAFT E 6287631 .95 C-12 I I l I � I 1 II I I I I I I I III NOTES: SEWER DATA TABLE DIST 1 . CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, NOTIFY THE DISTRICT IN 6 BEARING WRITING AND SECURE APPROVAL BEFORE PROCEEDING WITH WORK. ❑ N 45.27.11" W 747.14ANC'E 2. CONTRACTOR SHALL COORDINATE UTILITY RELOCATION WITH EMWD, UTILITY OWNER, CITY OF TEMECULA, AND AFFECTED CUSTOMERS. PLAN ❑7 N aszs'az" w sses3' C-1 C-2 C-3 C-4 C-5 C-6 3. DEMOLITION OR DAMAGE OF EXISTING SITE CONDITIONS AND FEATURES SHALL BE REPLACED IN KIND. SCALE: 1 "=20' RECORD DRAWINGS 4. MANHOLE RIM ELEVATIONS TO MATCH FINISHED GRADE. FOR CLARITY, PROFILE ONLY SHOWS EXISTING UTILITIES THAT ARE 4• AND LARGER. THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON KEY MAP INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT 5. SEE SPECIFICATION APPENDICES FOR TRAFFIC AND PEDESTRIAN CONTROL CONCEPTS. PLANS ALSO IDENTIFY ANTICIPATED LAYDOWN AREAS AND ASSOCIATED SURFACE FEATURE PROTECTION AND REPLACEMENT REQUIREMENTS. VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY 6. INVERTS IN PROFILE ARE FOR VCJP CARRIER PIPE. CARRIER PIPE IS SHOWN TO BE CENTERED WITHIN CASING TO ALLOW FOR FIELD MODIFICATIONS TO MAINTAIN APPROPRIATE CARRIER PIPE LINE AND GRADE. BE HEREIN ASA RESULT. SPECIFICATION N0, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: DATE I.D. UA NO. DATE INITIAL DESCRIPTION APPD DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-10-14 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION AND66 DESIGNED A. BROWN 7-10-14 W.O. 412839 SEALED BY �� 7-117-14 4514 0-74-10-74 DRAML.ECK J. ROBLES 7-10-14 CITY OF TEMECULA A CALIF RNIEOMAN, DIRECTOR OF ENGINEERING DATE PROJECT MANAGER: DATE CHECKED S. McKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS CO 5468842 D46 & j PROFESSIONAL REFERENCES REFERENCES COORD. SD48856 PROFESSIONAL INITIAL DATE SCALE: SHT. 6 OF 23 xoa Engineering,i CIVILN . 5556LICENSE NO. ROJECTENGR. SS 7-10-14 PLAN AND PROFILE CIVIL NO. 55566 APPROVALS AINTENION CD 7-10-14 AS NOTED D-45560 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 i6 LftK PS MI 7-10-14 STA 16+00 TO 22+00 EWER UPS JW 7-10-14 0 I-' 2" ``=4 I I I I SECOND STREET 1020 1I I I 1020 o CPT-3 TD=30 81 ' 1 a w lon i z o 1010 m � f1010 FINISHED G OE o 00 ¢ () 1 W � U KJ M V NSA C�� fY N iU W pJ W �— III U III � � I � I II � � 1000 w w 1000 WW i J J w __ _ _ 990 Ur) J� a N 990 K U jl 2 K ID N III 0"WTR 8" SEER o+ + N — — — — _ — — — S=- .0025 — — — _ _ _ _ — — —I — C B — N K — — — �_ .Q025— 980 w _ — — — w 980 w — — — — — — 20"I ABANDONED S REN{OVED/ PLUGGE1 = I- m li 970 � z o m � 970 o +i C5 a m + p li I I I I I I I 960 4. '" 960 I I I I I =E!�t5L�.�OF 15" ID VC P CK-AND-BORE 36" MIN STEEL CASING 22+00 23+00 24+00 25+00 26+00 PROFILE SCALE: 1 "=20' HORIZ 1 "=10' VERT �A— NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND o W ELEVATIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, NOTIFY THE DISTRICT IN WRITING AND SECURE APPROVAL BEFORE PROCEEDING WITH WORK. _ _ I 6 LLY - - H 177 1 < 2. CONTRACTOR SHALL COORDINATE UTILITY RELOCATION WITH EMWD, UTILITY Imo \ 0Of 7',¢ E 2188 .45 I OWNER, CITY OF TEMECULA. AND AFFECTED CUSTOMERS. 1006 --- 1 V) V) 1 O 3. DEMOLITION OR DAMAGE OF EXISTING SITE CONDITIONS AND FEATURES SHALL - 1004 - - ` - \ _ _ _ o BE REPLACED IN KIND. I n _ I _ GCYT1'=CRR __ __CGIN-IRR - U 4. MANHOLE RIM ELEVATIONS TO MATCH FINISHED GRADE. FOR CLARITY, PROFILE _ -FS -FS - - -FS� C F CITY-CITY - Li ONLY SHOWS EXISTING UTILITIES THAT ARE 4" AND LARGER. _ - - _ - - - - _E - - _ - - - - - _ _ _ - _- - - - - _ - - - - w - CO#--�} - -COFf -�- - - - -�� - _ _ OM f - - �/ I I / - COM - o = 5. SEE SPECIFICATION APPENDICES FOR TRAFFIC AND PEDESTRIAN CONTROL w F ONT TREET I I - N W D LAYDOWN AREAS AND ASSOCIATED SURFACE U) CONCEPTS. PLANS SFFEATURE PROTEFY C TION EAAND REPLACEMENT REQUIREMENTS W 5 S \ S S - - S - - S S - - S - +I$ - - 8 EWER TIE-IN - S _ S - S - S _ M p7 _ _- _ -_-_ - --{� -�- CUT/REMOVED 6' OFF FROM TOP - C-e - - - - - �01 6. INVERTS IN PROFILE ARE FOR VCJP CARRIER PIPE. CARRIER PIPE IS SHOWN - --- -- �' '� -_-- -- _-- - - TO BE CENTERED WITHIN CASINGTO ALLOW FOR FIELD MODIFICATIONS TO - - - - _ O PR POSED SEW R 15"VCJF,�ALI'- --- -- - - - - - - - g GUTTER O MAINTAIN APPROPRIATE CARRIER PIPELINE AND GRADE. +I AND BORE DO WITH 36" CASING �\\ f l m SHAFT C-12 CURB 7 o „ I+ __ 12 W - - � _ 12'•W 12 W \ 12"W- �_g /� \ o N _ N '%' - _ - - _ DWI / - I - - - - - - - - - - - - - - - - - w — CITY--_ _ _ Z - - - - - - - - - - - - - - - - SEWER DATA TABLE _ TIID4Fj -- 11/ZI' - - - - - _ 0 1 VJ j _ \, CPT-4 T BEARING DISTANCE Q 7rROPERTY < / A Q 7� N 45'2942" W 898.53' Pvc I STA 24+56.04 g LINE STREET LIGHT/SOUN - (L 1775A " CL D AI DR MANHOLE SEE DETAIL 1 18 6 PVC I N 6288160.13IR TION WATR - E 2123803.13 I N4� C-1 C-2 C-3 C-4 C-rJ 1'i-6 RECORD DRAWINGS I I� THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON KEY MAP PLAN PROVIDED BY OTHERS.THE ENGINEER HAS NOT P LAN VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY SCALE: 1"=20' BE HEREIN ASARESULT. SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: I DATE I.D. UA NO. DATE lN/TIAL DESCRIPTION APPD DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-to-ta EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION ANDS 7-70-14 �� ,[ DESIGNED A. BROWN 7-10-14 W.O. 472839 SEALED BY -� �ZGRZ %IMLQ�jQQ�y 7-10-14 MAIN J. RUBLES 7-10-14 CITY OF TEMECULA fal STEEE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT M„ _AN_A6lER: DATE CHECKED S. MCKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS CO 468842 A CALIFORNIA LICENSED REFERENCES COORD. 5D46854 PROFESSIONAL INITIAL DATE SCALE: HIM Engineering,Inc. ENGINEER, LICENSE NO. PROJECT ENGR. SS 7-10-14 SHT. 7 OF 23 CIVIL NO. 55566 APPROVALS NSPECTION CD 7-10-14 AS NOTED PLAN AND PROFILE D-45561 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 i6 AINTENANGE MI 7-10-14 STA 22+00 TO 26+50 EWER OPS JW 7-10-14 ®.' C=5 I I I I I II I II I II I I I I I II II 1020 < a m 1020 o a N � MN W' I aV] M � M 1 M p o STA 27+95 ATT FINISHED GRAD o m W r + iXi GONG 1 .8' NI 1 mMo Z2 + - Wp 1 0 U 1 I W I N + � 1010 N � xNw FRO TOP o w 1 � 1 1 a = w 1 1010 In K NI W C9 VJ Q K 1/ of y NK I U I 1i I I 1000 w e11 11 11 1000 co N p 0 1 H W H 990 t 11 1 1 990 � ` O 3 N n K _v3i , ri 1I N i-- 5_-0.0 5 M N W ;� 1i 5=-0.0025 980 w — — — — — — — — — — — — — — — — — _ — 980 J — — — — Z C) O 0 970 970 I— mW O M ` MmL5.50 I N m + 6 M "gym 1 m m > 960 I I 4.53 L.F. OF 5" ID VCJP 1 3 .19 L.F. OF 1 " ID VCJP 1 JACK- ND-BORE 36" IN STEEL CAST G 1 JACK-A D-BORE 36" MI STEEL CASIN 1 HAND TUNNEL 27+00 28+00 29+00 30+00 31 +00 32+00 PROFILE N SCALE: \ 1 "=10' VERT II-- ACCESS THROUGH U-HAUL PARKING I II � � � W �G ALLOWED FOR CONSTRUCTION STA 31 +b6.55 Ir j� W I W / \ \ WITHIN EMWD EASEMENT MIT 42854A \ LJ / RP AT OF WAY \C I I a S \ \ F q 48" DIA MANHOLE C7 _ L I� � \ �� V / \ SEE L SB STANDARD X I (n 1 A V A ' �2 DETAIL 2123251 .4309 51 .4 RIGHT OF WAY A_ A N 6288276.4101 H \ A `� V '�A A 6288276.4101 _ 4 - AN SS 77-bIS-� \ `_ -L O I ` \ \ \\ CUT/REMOVED 8' OFF FROM TOP �- LAUNCHING SH C-13 W I S N EMWD EASEMENT / — r — _ _ - - _ _ � I w V000 F VAA AV A PT-10/ V �'� LB-11 MH TIE—IN L Pr-9 9 I Z DISTREN v0 `v �/ F W N - -- - � LAUNCHING/RECEIVING I �J �+ � \ 1 � - N ,. SHAFT INSTALLED ?0" 13 I = \ Q EASEMENT \ p�O+QQ - s - FRCD T �TRT- - s - - s - — I s ! ® M - - - - T = - - - - - - - - - - - MLQC + I \ 7\ - - - \ \ \ \ � �� - _ ^ �/ /A LB—eo/ —3 % REMQVE v�� A 8V/A/ AID SEW SEWER 15' VOJP, JACK R� E CURB AND w �V V �S� `A A �` A V A 9 � 7 cD WI771-3G-TC�— o1DEWgLK WITHIN LIMITS � � ` PROPOSD WER\ �+ I � �S S 31�44�06 ice^ -27+00 SHT - AILS 3 AND 4 0 i. V �S � V\'� �v 0 AN VCJP), JA A X TN M 4 854 -._ -- - _ - �� VA •. o SAND CBORE:WI 2 70. 0 2 - - I - m � �� A \ � 5� � POP _- - -__ STA 28+00.36 / �ii Z RIGHT OF WAY J MH 1752A HE�' �l \` \\ _ \ a \\ =\ CE 48" DIA MANHOLE AV/AR I� QTE 6 \ \ \ \\\ (\ X SEE DETAIL 4 ON C-18 �� S1 �� N 2123561 .7596 8 6' PI REST \ \, \\ \, J // / E 6288405.7046 STATION ���� \ LJ o \ FJ TEST STATION 36 END AT L� �� . 74'� M BA IN PLAN ezisHsoEWALK \S ' \� ' .,, RECORD DRAWINGS SCALE: 1 "=20' j SEA ��� ^ F r \ THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON I \NU �\\5 S� INFORMATION PROVIDED OTHERS. THE ENGINEER HAS NOT THRUST BLOCK PLAN VERIFIED THE ACCURACY OFF THIS INFORMATION AND SHALL NOT NOTES: 7 Gpp kg0 NOTES• SCALE: 1 "=20 BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND �!]R �$ 4. MANHOLE RIM ELEVATIONS TO MATCH FINISHED GRADE. FOR CLARITY, PROFILE ONLY SHOWS EXISTING UTILITIES BE HEREIN ASA RESULT. ARE 4!' AND LARGER. CONTRARYELEVATIONSTOEFORE STARTING THOSE SHOWN ON PLANS, NOTTIIFY THE CONDITIONS DSTRICT IN HICH WRITING5. SEE ARE AND MPj�ap� N�N TSPECIFICATION APPENDICES FOR TRAFFIC AND PEDESTRIAN CONTROL CONCEPTS. PLANS ALSO IDENTIFY SEWER DATA TABLE _ SECURE APPROVAL BEFORE PROCEEDING WITH WORK. ANTICIPATED LAYDOWN AREAS AND ASSOCIATED SURFACE FEATURE PROTECTION AND REPLACEMENT REQUIREMENTS. IBEARING DISTANCE 2. CONTRACTOR SHALL COORDINATE UTILITY RELOCATION WITH EMWD, UTILITY 6. CONTRACTOR TO LOCATE CITY TRAFFIC CONTROL LINE. CITY TO SHUT OFF TRAFFIC CONTROL LINE DURING ❑7 N TEL W 698.53' OWNER, CITY OF TEMECULA, AND AFFECTED CUSTOMERS. CONSTRUCTION. CONTRACTOR TO REINSTALL IN EXISTING LOCATION AT COMPLETION OF CONSTRUCTION. CONTRACTOR S] N 22'37'06" E 1 336.19' 3. DEMOLITION OR DAMAGE OF EXISTING SITE CONDITIONS AND FEATURES SHALL TO LOCATE AND RELOCATE EXISTING CITY ELECTRICAL LINE. ❑9 N 53'005" E 7.50' KEY MAP BE REPLACED IN KIND. 7. INVERTS IN PROFILE ARE FOR VCJP CARRIER PIPE. CARRIER PIPE IS SHOWN TO BE CENTERED WITHIN CASING TO ALLOW FOR FIELD MODIFICATIONS TO MAINTAIN APPROPRIATE CARRIER PIPE LINE AND GRADE. SPECIFICATION NO. 1238S REVISIONS THIS DRAWING WAS APPROVED BY: DATE I.D. UA N0. DATE lN/TIAL DESCRIPTION APPD DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-10-14FOR EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 SEALEDCONSTRUCTION AND Voe Xouc &4d 7_70_14 �� ,,[[ �T DESIGNED A. BROWN 7-10-14 W,O. 412839 SEALED BY —� �ZGRZ %lMLQ4jQQ4y 7-10-14 DRAWN J. ROBLES 7-10-14 CITY OF TEMECULA STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT M„ _?N__ 58I DATE CHECKED S. McKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS C.0 468842 j A CALIFORNIA LICENSED REFERENCES COORD. 51346854 PROFESSIONAL INITIAL DATE SCALE: SHT. a OF 23 mm E^91nea4n9.Inc. ENGINEER, LICENSE NO. ROJECT ENGR. SS 7-10-14 CIVIL NO. 55566 APPROVALS NSPECTION CD 1-10-141 AS NOTED PLAN AND31 +PROFILE5. D-45562 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 16 AINTDNANGE MI 7-10-14 STA 26+50 TO 31 +$5.96 EWER OPS JW 7-10-14 0 l•' 2" ``=6 FRONT STREET o S o o m N (L FRONT STREET 1010 J � , _ o0 1010 1010 � a � Oa 1010 xW fog wI� yo yoo OQ0 C�K rE IF OJ KK IRRG�� 12" W � �ELEC IRRG�� 1000 T1000 1000TT 2 W ELEc� 1 1000 S=-0.0200 INV. 996.67 IRRG INV. 996.17 (ABANDONED) L WTRWT 1IJ(ABA DROP MANHOLE IS INV.INV. 99386 S=-0.0200 INV. 993.31 DROP MANHOLE C'18 I I 990 36" SO 990 990 990 INV. 988.13 1 1 II V. 986.50 (IN) L - J INV. 986.40 (OUT) INV. 985.81 24.85 LF OF 8" ID VCJP I IN 984.27 (IN) OPEN CUT L J INV. 984.17 (OUT) 27.26 LF OF S" ID VCJP OPEN CUT 980 980 980 980 9+75 10+00 9+75 10+00 PROFILE PROFILE SCALE: SCALE: 1"-5' HORIZ VI HORIZ \ 1"=5' VERT / - I i I rn 11..=5' VERT I II I F I I III III I I I I 36" CASING 36" CASING � I I II II 14 / 0 1 w LI L, N T RECEIVING SIJAFT 10 � DROP MANHOLE TEEI 1 � ��� � � I � 5 yMH 1502 I / � � C 11 MH1546A S� PROPOSED SEWER 8" VCJP I I '@ o/ � I \\ \ \ �� \/ CONNECT TO EXISTING MANHOLE C 115 / \K M 1546 DROP MANHOLE TEE I ct71� T �� CONTRACTOR TO CONFIRM ��CONNECTION LOCATION PRIOR \ 2/ TO CONSTRUCTION / \\ // / - - I - - PRO OSED SEWER 8" VCJP i 2 � COM \ CONNECT TO EXISTING NFIRMMANHOLE C-A5 I I - II I o I I I!FOURTH STREET C NNECTION LOCATION PRIOR wT CONSTRUCTION I I I I I i LLI CONTRA TOR TO FIELD V IFY CENTER OF 2 • 3 � �M \ o CO T ACTOR TO FIELD w� ENS ER 0 M„Zl — T- ' NOTE: / �/ � � �j/ \ `V /Iy NO E: \�'` `\ Z AI NOTE: F-}- - , ' I ^M,.ZI —_ / / �, �� �� �� RL� EX T G MH FIR OR TO �IiQRT OF \\ � v I( , q �� / /� 36" CASING 4 I �- pp EXISTI G MH PRIOR TO TART OF ! W / - --h' CONSTRUCTION. MAINTA SLOPE OF 5=-0.0200 \ CO�JS RUCTION. \ FOR CONNECTION TO EW MANHOLE. � � - RECORD DRAWINGS 9 I I THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON p� INFORMATION PROVIDED OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OFF THIS INFORMATION AND SHALL NOT 8" SEWER LATERAL AT SIXTH STREET 8" SEWER LATERAL AT FOURTH STREET ^ BE RESPONSIBLE F BR ANY E HEREIN AS AR SOMISSIONS WHICH MAY ,SCALE: 1 "=5' C-2 SCALE: 1 "=5' C--3 , SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: DATE I.D. UA NO. DATE IN/TIAL DESCRIPTION APPD DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-t0-14 EASTERN MUNICIPAL WATER DISTRICT r�j RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR SEALED CONSTRUCTION AND IU 7_70_14 C DESIGNED A. BROWN 7-10-14 W.O. 412839 SEALED BY p7G��7-10-14-10-14 DRAIN J. ROBLES 7-10-14 CITY OF TEMECULA STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT MANAGER: DATE CHECKED S. McKUYIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS C.0 468842 A CALIFORNIA LICENSED REFERENCES COORD. 5D46554 ENGINEER, LICENSE NO. ROJECT ENGR.PROFESSIONAL INSSL 7—DOA-114 SCALE: 8" SEWER LATERALS AT sHT. 9 OF 23 HIM Engineering,Inc. CIVIL NO. 55566 NSPECTION CD 7-10-14 APPROVALS AINTENANce MI 7-10-1a AS NOTED SIXTH AND FOURTH STREETS D-45563 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 i6 EWER OPS JW 7-10-14 ®.' C-7 FRONT STREET 1010 � ' 1010 1010 RONT STREET 1010 aoa � O NOO ON ^ f rod No ,a4a ZW OO ^ 0 ^ + O � IOW f � Q fJ � O_ J mm mQm 13�K N2 RRG�c ELEC1c ��CAN IRRG�n 1000 IRRG 1000 1000 1000 20" WTR ® IRRG (ABANDONED) I I DROP MANHOLE 20" WTR DROP MANHOLE C-18 C-18 36" SD (ABANDONED) I I I I INV. 990.93 5=-0.0200 990 INV. 990.35 990 990 S=-0.0200 990 INV. 988.89 I I I I I I I I I I I I I I I I I I INV. 983.42 (IN) I INV. 982.44 IN I INV. 981.94 (IN) 29.05 LF OF 8" ID VCJP — J INV. 981.84 (OUT) 27.94 LF OF 8" ID VCJP INV. 980.96 IN 980 OPEN CUT 980 980 980 OPEN CUT INV. 980.95 OUT 9+75 10+00 9+75 10+00 PROFILE SCALE: 1 "-5' HORIZ 1 "=5' VERT I \ l II I\� � I �, I I ------ -J I _ ® N 1— _ \ IO M.. - -{ _ W00 M VZ I I ICI I m II I ZI - � 7 \`\ I I I I CONNEC TO EXISTING MANHOLE C SHAFT C 12 REC ING\ SHAFT \ I CONTRA670R TO CONFIRM I \\ 2 `\I\ I I I TONNECTION CON RUCTIIONTION PRIOR DROP MANHOLE TEE I I - - PROPOSED SEWER 8" VCJP 1 MH 1765 1 PROPOSED EWER 8" VCJP \ \ \\I q1 w DROP MAN h�OLEI TEE` - S _ - - S - - - - _ S II � -S_ W V "Y ��- MH 1776 W 1 N - SIN �A 36" CASING CON ECT TO EXISTING MN HOLE ll5 \ \ 0 — CO FACTOR TO CONFIR - S - w o I - - _ - CO NECTION LOCATION RIOR TSTRucTION SECOND STREET i z I I _ w 1 I _ Of 38" CASING 1 � � I I I - J4 v THR1 III I _ 3 0 ' 09 - - - - -I ��i—`\ 1 -I -- 9 -- I�� \ NOTE: E 1 i� w 1 140TE: y'\CONTF`�CTOR TO FIELD VERIFY CENTER OF I OI CONTRACTOR TO FI VERIFY ENTER OF L 1 SXISTI(JG MH PRIOR TO START F 1 I I �� ' I �7 I I 1 I 1 EXISTING MH PRIOR TO START QF ppNSIhTI UCTION. MAINTAIN SLOP¢Q OF S=-O. 0 I. CONSTRU iION. I I II Fd� ONNECTION TO NEW MANHOLE. ' - �� I I 1- - - �- - - RECORD DRAWINGS �T� I � I THESE RECORDO PROVIDED DRAWINGS HAVE BEEN THEPREPAREDENGINEER ED HAS NOT 8" SEWER LATERAL AT SECOND STREET 8" SEWER LATERAL AT THIRD STREET VERIIFEDTHE ACCURACY OF HIS INFORMATION AND SHALL NOT SCALE: 1 "-5� C-4 BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY SCALE: 1 "=5' C-5 BE HEREIN AS ARESULT. SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: I DATE I.D. UUA NO. DATE INITIAL DESCRIPTION APP'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-10-14 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA SA 34 FOR CONSTRUCTION AND ���� 7-70-14 DESIGNED A. BROWN 7-10-14 W.O. 412839 SEALED BY 45q(,p LM_AL -74 DRAMCHECK J. ROBMcKLES 7-10-14 CITY OF ER IMPROVEMENTS A CALIF RNIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT MANAGER: DATE CHECKED S. McKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS CO 488842 PROFESSIONALICENSED AL REFERENCES COORD. SD48854 ENGINEER, LICENSE NO. PROJECT ENGR. INSSL 7- 8" 1Fq SCALE: 8" SEWER LATERAL AT SHT. 10 OF 23 Hm Enein..nne.Inc. CIVIL NO. 55566 NSPECTION CD 1-10-14 APPROVALS 1INTENANGE MI 7-1D-1a AS NOTED THIRD AND SECOND STREETS D-45564 1 6 16 EZ AS CONSTRUCTED C.O. 468842 7 21 i6 EWER OPS JW 7-10-14 o I" 2" ``$ o i N FRONT STREET N ilf 7pD'\ -- - _ _ _ _ _ �— Z � GUTTER ,- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2L I ASPHALT — 12 W -- I \ _ __ --_ � 12"W � � 12" — REMOVE BOARD�iALK-PLAMES-90'Py]EMO_�� DOTING FOR SHAFT CONSTRUCTION. POUR EW FOOTING AND REPLACE BOARDWALK IN CURB HE AREA AFTER MANHOLE CONSTRUCTION _ 1 EE DETAIL 4/C-16, NOTE 3 CONNECTION AT r — — — — — — — — — — — — — — — — — — — EXISTING MH 1512 I F- N 2125497.0845 I E 6286573.0202 I CITY-E — \ CITY-E REMOVE TREE AND PLANTER AS SEE DETAIL FOR - NECESSARY. REPLACE WHEN — S — CONNECTION TO EXISTING C 18 — CITY � CIA`E� IS COMPLETE_ NOTE: — s' MANHOLE 1512 MH 1589A CIS CONTRACTOR TO FIELD VERIFY 48 ' DID MANHOLE CITY-T� R —PROTEL AB OVE AND CENTER OF EXISTING MANHOLE � EE EMWD STANDARD — CI -- PRIOR TO START OF CONSTRUCTION. \ �S\ p -IRR EQUIPMENT IN PLACE \ � CITY-IRR � S \ DROP MANHOLE TEE \ S CTY-TRR � � BOARDWALK 24" MANHOLE COVER ITY_E-- CITY-E ITY-El- CITY-E CITY-E\ -- CITY-E - MH 1512A ----- — CL 48" DIA DROP MANHOLE , -- -- SEE EMWD DETAIL 1/C-18 _ CITY- _ — — — — — — — — — — - ITY-E — VEGETA I N (� — CITY- � _ - _ --I F- CITY-E �— — - CITY-E _ — — — — — — — — — _ — CONTRACTOR TO COORDINATE I — \ RELOCATION AS NECESSARY REMOVE TREE AND PLANTER AS 1Y-E — NECESSARY. REPLACE WHEN SHAFT IS COMPLETE. PR T GRADE BOXXESCAND EWUIPMEMT 24" MANHOLE COVER IN F"CE Cou _�'�_ NECESSARYY FOR BCONSTRUCTON VEGETATION .S I %. � E AND ''� 36" CARING / COM ` — — — — — — — — — — — — — — — — — — — — — — — — — — — J % G �-- �— REPLACE AFTER MH CONSTRUCTION_ / Ems_--- --- -- � G —_— _ E � COM �__ - - CITY-E CITY-E CITY-E CITY-E CITY-E TEMPORARY JACKING SHAFT / DISTRICT WILL PERFORM RELOCATION OF- -- / -- IDENTIFIED UTILITY USING SCE. CONTRACTOR'S ASPHALT G --=--�E F, RESPONSIBILITY IS TO COORDINATE ACTIVITIES AND SCHEDULES. (REFER TO SC44) �E ------- c; —s -EM — -- Cm-E CITY-E CITY-E CITY-E CITY-E — s -FM -._ — � / o- — s F-M — S - NOTE: — s .EM. - S -FM 1 . CONTRACTOR MAY ADJUST SHAFT LOCATIONS TO MAINTAIN FRONTFRONTCTOrrT s -FM. A MINIMUM CLEARANCE OF 1 -FOOT FROM FIELD VERIFIED I STREET R t t I EXISTING UTILITY LOCATIONS ADJACENT TO THE SHAFT. MANHOLE 1512A n MANHOLE 1589A AND MORENO ROAD LAUNCHING SHAFT n SCALE I "=2' 0 I RECORD DRAWINGS SCALE 1 "-2' —T THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: DATE I.D. UA NO. DATE lN/TIAL DESCRIPTION MP'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-to-ta EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION AND 7_70_14 �� ,,[[ �F DESIGNED A. BROWN 7-10-14 W.O. 412839 SEALED BY -� �ZGRZ %IMLQ�jQQ�y 7-10-74 DRAM! J. RUBLES 7-10-14 CITY OF TEMECULA STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT M„ __AN__A6lER: DATE CHECKED S. McKELVIE 7-10-14 OLD TOWN SEWER IMPROVEM ENTS C.0 468842 A CALIFORNIA LICENSED REFERENCES COORD. 5D46854 PROFESSIONAL INITIAL DATE SCALE: xoa Engineering,Inc. ENGINEER, LICENSE NO. ROJECT ENGR. SS 7-10-14 ENLARGED PLANS sHT. ++ OF 23 CIVIL NO. 55566 APPROVALS irmptullum W 1-10-14 AS NOTED MORENO ROAD 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 16 AINIU4ANCE MI 7-10-14 D-45565 EWER OPS JW 7-10-14 0 .' C-9 / ' N / I FRONT STREET ASPHALT - FRONT STREET ASPHALT / MH 523A 4 DIA MANHOLE SEE�EMWD STANDARD DET SB 53 / MH 1502A DROP MANHOLE TEE 48" JIK DROP MANHOLE 10' MAX EXCAVATED DIA i RFCFIVINO CH r SE B17AIL 1�C-18 � � 12 W N ,2 W 12••W 17W N�•W � 12'•W T 12'•W 36"SD 1�L�CATE SHAFT � 12W I I 12'•W — STREET CL MANHOLE COVER �// ADJACENT TO 36"SD 24"/ \ / lr/ STREET rk /- -� 36•• CASING 36 /- " CASING / _ — — — _ — — — / — — — — / REMOVE ABANDO — I NECESSARY FOR SHAFT / G CONSTRUCTION (SEE N TE 1) FFZ7/- — 0• W � 20"W 20..W W 2. ' \ / 12• MAX EXCAVATED DIA LAUNCHING SHAFT If/ / J / E __ E E __ E � __ E f I E �24' MANHOLE COVER / ! E/ E HB 68101 lie He COM HF 1 116 / N A�;III­ HO V \ ___� ICI E �__ E __ E -� E E/ — I _ Gl _ E -_ E --- E - � / — E —__ l5$ kMNHOL� _ Ty- RR - - - -IRR Cl -IRR CITY-I CITY-IPH E N 1 L E E —r-- - E -__�- E - / REPAIR ACCESS RAMP AND GUTTER PER DWG C-17 w / REPAIR ACCESS RA AND AND M ' / GUTTER PER DWG Q-17 DISTRICT WILL PERFORM RELOCATION OF IDENTIFIED UTILITY USING SCE. T— (REFER CONTRACTOR'S RETE SPONSIBILITY IINDI SCHEDULES. I \\\\ rn I CAUTION - OVERHEAD /ERIZON LINES TO BE COORDI- ___&9M___- ____� / w RELOCATED BY DISTRICT, CONTRACTOR TO (COORDINATE ) FOR I \ � I CONSTRUCTION REF R TO SC-44 �\ I ROLLED CURB 20'•W � 20"WJ- 2p�• pp••Rr 2N •W — Li NOTE: I I OLLED CURB 1. CONTRACTOR TO CUT AND REM VE EXISTING I I 20•W AS-NEEDED AND CAP EXI ING I REMAINING ENDS. CONTRACTOR SHALL FOLLOW \ I I THESE INSTRUCTION FOR ALL L9CATIONS WHERE EXISTING 20'•W MUST 21, REMOVED. \ I E _..+ I � I I \ I I rn I I \ 1 I \ I - E - E __ E _ I I \ I I \ 1 MANHOLE 1523A AN MANHOLE 1502A AND SIXTH STREET RECEIVING SHAFT RECORD DRAWINGSD FIFTH STREET SHAFT THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SCALE: 1 "=2� C_q INFORMATION PROVIDED BY OTHERS.THE ENGINEER HAS NOT SCALE: 1 "=7 VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS ARESULT. SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: DATE I.D. UUA NO. DATE lN/TIAL DESCRIPTION APPD DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-10-14 EASTERN MUNICIPAL WATER DISTRICT .�y RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR SEALEDCONSTRUCTION AND ed 7_70_14 C ULNGNED A. BROWN 7-10-14 W.O. 412839 SEALED BY p7G��1-10-14-10-74 DRANK J. RUBLES 7-10-14 CITY OF TEMECULA STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT MANAGER: DATE DECKED S. McKELME 7-10-14 OLD TOWN SEWER IMPROVEMENTS C.0 666842 A CALIFORNIA LICENSED REFERENCES COORD. 5D46854 PROFESSIONALENGINEER, LICENSE NO. PROJECT ENGR. INSSL 7-10T14 SCALE: ENLARGED PLANS SHT. 12 OF 23 HIM Engineering,Inc. CIVIL NO. 55566 CD NSPECTION 7-10-14 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 2, 16 APPROVALS AINTENANDE MI 7-10-14 AS NOTED SIXTH AND FIFTH STREETS o-4ssss EWER UFS JW 7-10-14 0 .' C-1 0 N I N FRONTSTREET FRONT ST EET ~ TIME WARNER CABLE UTILITY ASPHALT I I � � + 12"w 12"w 12"w 12"w 12"w - I - - - - ASPHALT FREPAIR SIDEWALK, CURB I AND GUTTER PER DWG C-17 I 3 3 MH " 1 48" DIA MANHOLE 1 - - - GUTTER SEE IL +STANDARD _ - _ - _ - - i - - - - - � - - - - - - - - - - - - - DROP MA - - - - - _ _ _ - _ _ _ - - - - - - _ - _ - - - - - - - - - - - - - - DETAL SB — CITY4E CI -E -E v -HEOSSARY FOR SHAFT REMOVE ABANDONED 20'W AS NECESSARY FOR SHAFT \ ROLLED CURB \ VE ABANDON D "W AS CONSTRUCTION (SEE NOTE 1) DECORATIVE SIDEWALK E -- E -- F -- E - - — — — — \ \ CONSTRUCTION ( EE NOTE 1) C-18 36" CASING 3 z MH 1646A ��In-FS � CIN S ' — 20"W - - i W �48" DIA DROP MANHOLE 20' 20"W \ _ SEE DETAIL 1/C-18 20' W rt 20' - 20"w CIW-FS _ Cl I -FS CITY-FS — CITY- \ 24" MAN OL — — — — — — — — — — -- - — — — 7+DD \ w 24" MANHOLE COVER /�-- -- -- -- -- -- -- -- w � — — — — � — CIN-E -- CITY CITY-E r CIN-E _CITY=IR _ — _— IN-IRR _ _ — =1— CI -IRR — _ __ CITY-IRR Oryl— 1'.LTL -I tR COM - C COM CITY-OIMR \\ 3 _ CITY—E CII - - - ` - -- ----_ - Cl E COM C CIN-E — — CITY-E — OHS-- OH - OH - OH -- 011 - JH - OH OH OH - OH ( _1 N iv \ZZ- 10' MAX EXCAVAT IA COM COM COM 36" CASING 1 TO RELOCATE V RIZONTILITY, CONTRACTOR SHALL OORDINATE CONSTRUCTI N SIDEWALK 12'X24' BORE PIT :CHEDULE WITH DISTRIC AND COISTRICT ERIZON (REFER TO SC-44) GU ER 1 ro 1 O \ \ III F w ASPHALT CONCRETE / n ` II LLj V / FIRE HYDRANT I ROLLED CURB d II w NOTE: Z \ V 0 1. CONTRACTOR TO CUT AND REMOVE EXISTING o o I 20'W AS-NEEDED AND CAP EXISTING 7 REMAINING ENDS. CONTRACTOR SHALL FDLLOW � THESE INSTRUCTION FOR ALL LOCATIONS w WHERE EXISTING 20"W MUST BE REMOVED. I Q � � I ____ MANHOLE 1546A AND FOURTH STREET LAUNCHING SHAFT 6 RECORD DRAWINGS MANHOLE 1753A AND MAIN STREET SHAFT SCALE: 1 "=2' 1 C-3 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SCALE: 1"=2' -q INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERROR$OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: DATE LD. UA NO. DATE lN/TIAL DESCRIPTION APP'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-10-14 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION AND 7_70_14 DESIGNED A. BROWN 7-10-14 W.O. N2839 SEALED BY -� 7-10-14 DRANK J. ROBLES 7-10-14 CITY OF TEMECULA fal STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT MANAGER: DATE CHECKED S. McKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS C.0 666842 A CALIFORNIA LICENSED REFERENCES COORD. 5D46554 PROFESSIONALENGINEER, LICENSE NO. PROJECT ENGR. INSSL 7-10T14 SCALE: ENLARGED PLANS SHT. 13 OF 23 HIM engineering.Inc. CIVIL NO. 55566 NSPECTION CD 7-10-14 1 s 1s Ez AS CONSTRUCTED C.O. 468842 7 z1 1s APPROVALS AINTENANCE MI 7-10-14 AS NOTED FOURTH AND MAIN STREETS D-4sss7 EWER OPS JW 7-10-14 ® C-11 N I - , N I ' ' N E — E — E E <' o FRONT STREET i ASPHALT FRONT STREET 3 — G ASPHALT I I ~ -- 12• W 17•W --7- 12"W A+,.zI i I , REMOVE ABANDONED AS // // 36" S NECESSARY FOR SHAFT T D CONSTRUCTION (SEE NOTE 1 ON SHEET C-11j DROP MANHOLE TEE GAS LINE TO BE � V� — 12• MAX EXCAVATED DUB./ / RELOCATED AS 12"W 1 '• \ — 12 LAUNCHING SHAFT / / SHOWN IN \ r / / COORDINATION 20'• V / — 2p•'Nr Off / 20• W / 20 W 0 WITH EMWD AND ' 36" CASING THE GAS COMPANY / I / ----�;----- -- -i VERIZON UTILITY / 24" MANHO�_ f COVER // / N / — — — — — — — — REMOVE ABANDONED 20"W / 20'•W 20' W 2 W _ 20"1 — - - - � - - - - 1 / — — AS NECESSARY FOR SHAFT CONSTRUCTION (SEE NOTE / / Up 1 ON SHEET C-11) DROP MANHOLE TEE I // - - - - T— — — — — — — — - - — — — — — — — — — — — / 24" MANHOLE COVER 36 CASING / / I / - I CITY-E CITY-E CITY / — — — — — — — — — — — — — — — MH 1>765A / O J� CL/ 8" DIA DROP MANHO E / / I ,BEE DETAIL 1/C-1PI 8 / I / w 'i INK ITY-IRR CITY-IFR CITY-IRR - / REPAIR ACCESS RAMP AND co I ITY-E — - - ITY-E GUTTER PER DWG C-17 / — — — — — — — — I F i W MH 1775A W GUTTER / 3 \ W ROLLED CURB / / N EE 11 SDETAILD/CP MAN—HOLE / LL I / ( y I / � - �-- - - - - - - 1 - - . ` n (� U) 12• MAX EXCAVATED DIA RECEIVING o V , /p, / SHAFT (LAUNCHING FOR 8" SEWER ONLY) I I y II 5T I I pL 1 / I LvL_I I RECORD DRAWINGS MANHOLE 1765A AND THIRD STREET RECEIVING SHAFT THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON MANHOLE 1775A AND SECOND STREET SHAFT INFORMATION PROVIDED BY OTHERS.THE ENGINEER HAS NOT SCALE: 1"=2' C-4 VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT SCALE: 1 "-2' C-5 BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. SPECIFICATION NO. 1238S REVISIONS THIS DRAWING WAS APPROVED BY: GATE I.D. UA N0. DATE lN/TIAL DESCRIPTION APP'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT NANACER S. FRIEDMAN 7-to-ta EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION AND66 7 7_70_14 �� ,,[[ �F DESIGNED A. BROWN 7-10-14 W.O. 472839 SEALED BY -� �ZGRZ %IMLQ�jQQ�y 7-10-14 DRAM! J. ROBLES 7-10-14 CITY OF TEMECULA limal STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT M„ _AN__ 59I DATE CSECKED S. McKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS CO 468842 A CALIFORNIA LICENSED PROFESSIONAL REFERENCES COORD. 5D46554 ENGINEER, LICENSE NO. ROJECT ENGR. INSSL 7-10T14 SCALE: ENLARGED PLANS SHT. 14 OF 23 xoa enein..xne.Inc. CIVIL NO. 55566 NSPECTION W 1-10-14 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 z, APPROVALS AINTENANGE MI 7-1674 AS NOTED THIRD AND SECOND STREETS o-45ssa ,6 EWER OPS JW 7-10-14 ®.' C=12 rRONT STREET I N \ N I I I ® \ \ I I \ RM STO u, \ \ \ 36" CASING SDRAIN \ \ _ 20',I � T ABANDONED FM TO BE REMOVED AS NECESSARY \ �_- FOR SHAFT CONSTRUCTION S 211, T V A \ \ 10' MAX EXCAVATED DIA W _ T \ RECEIVING SHAFT � I W� 24" MANHOLE COVER PROVIDE 12" MINIMUM SEPARATION FROM I 121 GUTTER IDENTIFIED STORM DRAIN - - - - - - - - - � C17Y_E I I 36" CASING — — _ _ I CITY TRAFFIC — L_ j I' C17Y_E WIRE, SEE NOTE \ 6 ON C-6 `r STA 31 +36.55 MH 1752A MH 42854A I SPECIAL 8" K MANHOLE _ \ \ 148" DIA MANHOLE I SEE DETAIL 4 CIN 18 SEE EMWD STANDARD ROLLED CURB I � ` \S DETAIL SB-53 SEE DETAIL FOR CONNEpTION 2 \ 24" MANH LE COVER TO EXISTING MANHOLE 4 854 C-18 \ _w \ \ I + IF i I \ s STA 31 +44.05 EXISTING MH 42854 N 2123246.9282 1 �/� \ E 6288270.4122 12'X24' BORE PIT )'y �— / "SEE DWG C-6 AND FOR \ \ I L________�_______; SIDEWALK AND CURB 1 I I REPLACEMENT DETAILS \ PROPERTY LINE I i.. RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON \`\ INFORMATION PROVIDED F OTHERS. THE ENGINEER HAS NOT MANHOLE 1752A AND FIRST STREET LAUNCHING/RECEIVING SHAFT n VERIFIED RESPOTHE BLEACCURACY ANY ERRO THISRS SOROMISSI OMISSIONS WHICH NOT BE RESPONSIBLE FOR HER ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. SCALE: 1"=2' 1 C-6 MANHOLE 42854A AND FIRST STREET LAUNCHING SHAFT 10 SCALE: 1 "=2' 1 C-6 SPECIFICATION NO. 1238S REVISIONS THIS DRAWING WAS APPROVED BY: DATE I.D. UA NO. DATE lN/TIAL DESCRIPTION APp'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-to-14 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION AND 66 Uouc &4d 7_70_14 �� ,,[[ �T DESIGNED A. BROWN 7-10-14 w0. 412839 SEALED BY —� �ZGRZ %IMLQ�jQQ�y 7-10-14 DRAM J. RUBLES 7-10-14 CITY OF TEMECULA STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT M„ __AN__AG!llER: DATE CHECKED 5. McKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS C.0 468842 PROFESSIONALICENSED REFERENCES COORD. SD48856 IN L ENGINEER, LICENSE NO. PROJECT ENGR. SS 7-10T14 SCALE: ENLARGED PLANS SHT. 15 OF 23 HIM Engineering,Inc. CIVIL NO. 55566 CD NSPECTION 7-10-14 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 2, 16 APPROVALS AINTENANCE MI 7-10-14 AS NOTED FIRST STREETS D-4sss9 wER ors dw o-1a ®" C-13 EXISTING ` EXISTING 8" SEWER ITl FOURTH STREET B" SEWER N SIXTH STREET Ld L J INV EL. 996.69 L3J INV EL. 993.90 L3J MH 1502 � MH 1546 ry da EXISTING EXISTING INV EL. 996.77 -° ° da 8" SEWER 8" SEWER a ° A EXISTING _- - --= DEMOLISH EXISTING INV EL. 993.86 8" SEWER a -- ° B" SEWER STUB d � INV EL. 996.77 d d 4a a PROPOSED INV EL. 993.96 L PROPOSED SEWER 8" VCJP SEWER 8" VCJP d (D 3 INSTALL CONNECT TO 2 - ° a 3 INSTALL (Y C-18 BULKHEAD EXISTING MANHOLE C-18 C-18 BULKHEAD LlPi / INV EL. 996.67 INV EL 993.86 INV EL. 996.67 CONNECT TO 2 1 Z EXISTING MANHOLE C-I8 O EXISTING Q:� EXISTING 8" SEWER L.L 8" SEWER EXISTING MANHOLE 1502 AT SIXTH STREETn EXISTING MANHOLE 1546 AT FOURTH STREET r SCALE: 1"=1 ' I C-7 SCALE: 1"=1 ' I C-7 EXISTING N SECOND STREET 8" SEWER THIRD STREET N INV EL 991 .15 I— INV EL 989.47 MH 1765 w Ljj a a I � MH 1775 ° a C ° ° ° '° INV EL. 989.45 a d , a EXISTING EXISTING INV EL. 990.99 - d I d 8" SEWER DEMOLISH EXISTING da 8" SEWER ° °° °° ' d - z 8" SEWER STUB ° w ° O EXISTING 8" SEWER L3J c 4 ry - —T - - LL- ° -- (n - z� INV EL. 990.97 I O PROPOSED ((��// SEWER 8" VCJP > - PROPOSED SEWER S" VCJP L ry L L .L I b _ L CONNECT TO - 2 — � INSTALL C-18 3 EXISTING MANHOLE <. � - INV EL. 989.49 _ p C-18 BULKHEAD 3 INSTALL INV EL. 990.93 1 �- d _ C-18 BULKHEAD INV EL. 990.93 EXISTING 8" SEWER / ' 1 CONNECT TO 2 EXISTING MANHOLE C-ig INV EL. 989.45 EXISTING 8" SEWER RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS.THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT �\ EXISTING MANHOLE 1775 AT SECOND STREET n BE RESPONSIBLE FOR ANY IN ASA RESULT. OMISSIONS WHICH MAY EXISTING MANHOLE 17 15 AT THIRD STREET / S \ SCALE: 1 "=1 ' 6 BE HEREIN ASA RESULT. SCALE: 1"=r C-8 SPECIFICATION N0, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: DATE I.D. UA NO. DATE lN/TIAL DESCRIPTION APPD DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT NANACER S. FRIEDMAN 7-10-14 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION AND 66 7&ouc &4d 7_70_14 �� ,,[[ �L DESIGNED A. BROWN 7-10-14 W.O. 412839 SEALED BY -� �ZGRZ %IMLQ�jQQ�y 7-10-14 DRAM! J. RUBLES 7-10-14 CITY OF TEMECULA STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT M„ __AN__A6lER: DATE CHECKED S. UcKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS CO 668842 A CALIFORNIA LICENSED REFERENCES COORD. 5D46854 PROFESSIONAL ENGINEER, LICENSE NO. PROJECT ENGR. INSSL 7-1DATE T14 SCALE: CIVIL DETAILS I sHT. +6 OF 23 HIM Engineering,Inc. CIVIL NO. 55566 INSPECTION CD 1-10-14 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 i6 APPROVALS AINTBIANGE MI 7-10-14 AS NOTED D-4ss7o EWER ors Jw 7-10-1a ®" C-15 60'-0" 10d NAIL SPACING TYP 10'-0" 40'-0" 10'-0" 13 A 2 1 TYp STANDARD BOARDWALK CONSTRUCTION NOTES VARIES 20'-0" 20'-0" VARIES 3 ° 0 BOARDWALK MEMBERS - VARY FROM 6" TO 10" IN RANDOM PATTERN. 6" ROLLED CURB 6" ROLLED CURB ALL MEMBERS TO BE 4" THICK DOUGLAS FIR NO. 2 OR BETTER S4S. PER DETAIL 3/- PER DETAIL 3/- ACZA PRESSURE TREATED. 1/8" GAP BETWEEN MEMBERS. 0.35' AC OVER 1.15' AB CL II PER 0.35' AC OVER 1.15' AB CL II PER 4" 6" - - - - - - - - - - - - - O2 3/8%6" WOOD SCREW, FLATHEAD, GALVANIZED FOR PHILLIPS RIVERSIDE COUNTY STANDARDS RIVERSIDE COUNTY STANDARDS q 5 SCREWDRIVER BIT INSTALLED PRE-DRILL HOLES WITH COUNTERSINK. 2.00% / �\ 2.00% 2.00% 2.00% USE 2 SCREWS PER BOARDWALK MEMBER PER JOIST MEMBER. O4"x4" DOUGLAS FIR NO. 2 OR BETTER. ACZA PRESSURE TREATED JOIST 7 MEMBER. SPACE PER DETAIL. Q O 3 4 SIMPSON ELEVATED POST BASE EP844-8" POST ® 36"OC, TYP. _ SECURE JOIST MEMBER TO ELEVATED POST BASE USING 8-16dx2 1/2" SMOOTH SHANK NAILS. GALVANIZED. MODEL NO. N16 PER SIMPSON 4" THICK PRECAST CONCRETE SIDEWALK STRONG-TIE CONNECTORS OR APPROVED EQUAL. (COLOR, TEXTURE & WIDTH TO MATCH EXISTING) TYPICAL BOARDWALK OR OS SIMPSON EMBEDDED TRUSS ANCHOR ETAT12 ® 36"OC, TYR. SECURE BOARDWALK PER OLD TOWN DETAIL #10 /CONCRETE SIDEWALK CONNECTION JOIST MEMBERS TO EMBEDDED TRUSS ANCHORS USING 2-10dx1 1/2" SCALE: 1" = 1'-O" SMOOTH SHANK NAILS. HOT DIPPED GALVANIZED. MODEL NO. N10 PER /� /� SIMPSON STRONG-TIE OR APPROVED EQUAL. TYPICAL SECTION O6 12" WIDE x 8" DEEP GRAVEL DRAIN. USE 3/4" CLEAN GRAVEL. FRONT STREET, MAIN STREET n 13 B 3 O CONTINUOUS CONCRETE FOOTING DETAIL. SCALE: NTS - 3 OS COMPACTED SUBGRADE PER SOILS REPORT, 90% MINIMUM. 95% MINIMUM TOOLED JOINTS AT UNDER CONTINUOUS CONCRETE FOOTING. INTERVAL EQUAL TO WIDTH ° 13 9 CLASS II AGGREGATE BASE UNDER ROLLED CURB PER STREET ° STRUCTURAL SECTION PER SOILS REPORT. 6 X 6 - W2.9 X W2.9 ° WWR CENTER a CONCRETE ROLLED CURB PER DETAIL 3/C-16. SVppE z % ° 7 11 STONE HEADER PER LANDSCAPE DETAILS WHEN BOARDWALK IS w 2 ' 5.� 5 q 4 ADJACENT TO A PLANTING AREA. OTHERWISE, PLACE ADJACENT GRADE w - /' AT TOP OF BOARDWALK ELEVATION AND GRADE TO MATCH EXISTING. �Q B 1'-9 3/4• / INVERT LINE a 12 THICKENED EDGE CONCRETE SIDEWALK WHERE BOARDWALK 1 SECTION A-A SECTION B-B 0 INSTALLATION BEGINS/ENDS AND CONCRETE SIDEWALK INSTALLATION / \ VARIES COMPACTED BEGINS/ENDS. o [ Ep SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 7 6" 1'-11" \ SUBGRADE \NpKC��pPL 13 4"x4" DOUGLAS FIR NO. 2 OR BETTER. ACZA PRESSURE TREATED HEADER. SECURE HEADER TO BOARDWALK MEMBER WITH 3/8%6" WOOD / 1 Ynp RPM SCREW FLAT HEAD. GALVANIZED FOR PHILLIPS SCREWDRIVER BIT R=12" 1 pN 0 2'-O" 2'-0" 2'-O" INSTALLED. PRE-DRILLED HOLES WITH COUNTERSINK ® 24"OC. R=1" / \ 2�� NOTES? _TOP OF _ _ 1 a CURB 1 R=1" 1. PLACE FULL DEPTH THIRD JOINTS WITH 1/2" X 5" PREMOLDED EXPANSION JOINT 3 2 1 2 3 o / FILLER WITH SEALANT AT ALL STRUCTURES, POINT OF TANGENCY AND AT MINIMUM 25' INTERVALS. 10 11 / ,RF2 0 2. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGED SIDEWALKS DURING CONSTRUCTION PER THE ABOVE DETAIL. 4 3 4 3. WHERE WOODEN BOARDWALK IS BEING REPLACED, STAMP CONCRETE WITH °4 ' BOMANITE 11.5" RANDOM BOARDWALK STAMP OR EQUAL TO MATCH EXISTING ° ° a III=III- STAMPED CONCRETE AT THE SITE. 7 � 7 it it 6" ROLLED CURB DETAIL CONCRETE SIDEWALK DETAIL 10 a ° 11 ° - - III-11 — SCALE: 1` — 1'-0' 1/2"=1'-0" 5 6 5 .1111111111111111r 8 2'-6" 1'-0" 2'-6" STREET PLAZA PAVING CONSTRUCTION NOTES TYPICAL BOARDWALK CROSS-SECTION O PHONE /1,800A3128-B70380W/RGROUT TOO MOATCHIECONCRETEE SCALE: 1" = 1'-0" 5 rRQ 1 2 COLOR SET ON 2" THICK MORTAR SETTING BED. O INTEGRAL COLOR CONCRETE COLOR, SAN DIEGO BUFF BY, DAVIS COLOR CO. WITH EXPOSED AGGREGATE. ° a ° ad J, O CONCRETE SUB-BASE. a a ° w ° O INTEGRAL COLOR CONCRETE BAND, COLOR, SAN DIEGO BUFF 'III—III—III—III—III—III—III BY, DAVIS COLOR CO. OR EQUAL WITH LIGHT SANDBLAST =1 1-1 1-1 I-III-III-III-I FINISH. -11 2'- -1�I-ICI-III-III-II -III-II1-III-II1-j1" -II 3 ROLLED CURB. 6" '._II I_IIL-I I1=1I , .III III I1=1I - -I _ 6 AGGREGATE BASE. CLASS 'A' CONC 2500 PSI TYPICAL CONIC FOOTING CROSS- SECTION O7 COMPACTED SUBGRADE PER SOILS ENGINEER REPORT. 7 6 SCALE: 1" = 1'- 0" RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER �� HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION TYPICAL BOARDWALK SECTIONS/DETAILS AND NOTES / 1 \ AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR STREET PLAZA PAVING DETAIL SCALE: 1" = 1'-0" - OMISSIONS WHICH MAY BE HEREIN AS A RESULT. SCALE: 1" = V-0" �-11 SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: I DATE I.D. U-8 NO. DATE lN/TIAL DESCRIPTION APP'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-to-ta EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION AND S 7_70_14 C ,[ DRACNED A. BROWN 7-10-14 W.O. 412839 SEALED. F -� p7G�KcZ 7-lDA147-1DATE CHECK J. ROBLES 7-10-14 CITY OF ER IMPROVEMENTS STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE CHECKED S. McKELVIE 7-10-14 C.0 668842 A CALIFORNIA LICENSED PROJECT MANAGER: DATE OLD TOWN SEWER IMPROVEMENT$ 54 PROFESSIONAL REFERENCES INITIAL DATE SCALE: CHORD. SOF 23 xoaEngineering,i ENGINEER, LICENSE NO. ROJECT ENGR. SS 7-10-14 CIVIL NO. 55566 NSPECTION CD 7-10-14 CIVIL DETAILS II $HT. T OF 23 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 16 APPROVALS AINTENANGE MI 7-10-14 AS NOTED o-45571 EWER OPS JW 7-10-14 ®.' C-1 6 RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED CURB CURVE TABLE ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR LOCATION DELTA RADIUS LENGTH TANGENT OMISSIONS WHICH MAY BE HEREIN AS A RESULT. 1ST STREET 854 20' 43" 23.00' 45.21' 28.14' 2ND SKEET 90. 00' 00" 17.006 26.70' 17.006 3RD STREET 90' 01' 14" 25.006 39.25' 25.016 MAIN STREET 904 00' 24" 25.006 39.27' 25.006 5TH STREET 89' 56, 37" 25.00' 39.27' 25.00' 6TH STREET 89' 50' 00" 25.0W 39.26' 24.99' \ / NOTE: ALL DELTAS ARE BASED UPON RECORD DRAWINGS AND ARE TO BE FIELD VERIFIED. \ / U X / SEE TABLE FOR SEE TABLE FOR CURVE \ \ / \ / CURVE TABLE / SEE TABLE FOR \ p0 CURVE TABLE / \ / 0=90' 00' 0=90. 00' 00" / A=90. 00' 00" R=3.50' 00 R=3.50' R=3.50' L=5.50' L=5.50' p=90' 00' 00" A=90' 00' 0" L=5.50' T=3.50' T=3.50' R=3.50' R=3.50' T=3.50' L=5.50' L=5.50' T=3.50' T=3.50' TYPICAL CURB RETURN DETAIL "A" TYPICAL CURB RETURN DETAIL "B" n TYPICAL CURB RETURN DETAIL "C" SCALE NTS - SCALE: NTS - SCALE: NTS CONSTRUCT ADA-COMPLIANT TEMPORARY RAMP USING AC PAVEMENT a a `Po n 4 � da OF DRIVEWAY " ead , d � FRONT STREET ,*O�_ „ SAWCUT Z d n 6 de a of u• " d nx d ,5.5'�° BULB OUT REMOVAL LIMITS � w LIMIT LINE PER s .m la STRIPPING PLAN �, 8 LIMIT LINE PER TEMP AC DIKE, R W R W STRIPPING PLAN n TEMP AC SIDEWALK R=3' S% x 5% R=3' °d ^ 04 110-- ----------- !' AX MA of 5' � � TEMP AC PAVEMENT \ 6" ROLLED CURB / F2P 2 ---------- --\ AND GUTTER / _ _ _ _ _ _ _ _ _ _ _ _\`� W 6" ROLLED CURB 3.5 3.5' 6" ROLLED CURB SLOPE SLOPE - AND GUTTER AND GUTTER SAW��1T D_ STREET LIGHT 2' MIN FROM TOP OF "X" 29• \ / rlp L� \ / 6" PRECASTLT to CONCRETE af NOTE: U \ / CONTRACTOR SHALL RESTORE \ / IN KIND ALL CURB BULB-OUTS I TEMP AC DIKE \✓ WHICH WILL BE REMOVED DURING CONSTRUCTION. MODIFIED HANDICAP RAMP DETAIL ( MODIFIED HANDICAP RAMP DETAIL MODIFIED HANDICAP RAMP DETAIL TEMPORARY ADA RAMP DETAIL SCALE: NTS - SCALE: \TS - SCALE: NTS - SCALE NTS SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: DATE I.D. UA NO. DATE IN/TIaL DESCRIPTION APP'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-10-14 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION AND 7_70_14 _ �[ DESIGNED A. BROWN 7-10-14 W.O. 472839 SEALED BY -� �'LGle F/ryt�yC(.jQQ(y 7-10-74 WAYM J. RUBLES 7-10-14 CITY OF TEMECULA STEVE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT MANAGER: DATE CHECKED S. McKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS C.0 468842 A CALIFORNIA LICENSED REFERENCES COORD. 5D46854 PROFESSIONAL INITIAL DATE SCALE: HEIR Engineering,Inc. ENGINEER, LICENSE NO. ROJECT ENGR. SS 7-10-14 CIVIL N0. 55566 NSPECTION Cu 1-10-14 CIVIL DETAILS III $HT. OF 23 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 16 APPROVALS AINTDIANGE MI 7-10-14 AS NOTED D-ass72 EWER OPS JW 7-10-14 0 .' C-17 CUT 1" NOTCH INTO EXISTING INSTALL REDWOO?BULKHEAD KBA \\� CONCRETE SHELF EXISTING MANHOLEFORMWORK I PLAN EXISTING MANHOLE INSTALL REDWOOD BULKHEAD CUT NOTCH INTO EXIST. FORMWORK CONCRETE SHELF .A � as L - �4- J d . a . dO ° iv ° O NOTES: SECTION B-B 1 REDWOOD BULKHEAD SHALL BE SIZED TO BE FLUSH WITH BOTTOM OF THE EXISTING SEWER INVERT AND THE TOP OF THE EXISTING FORMWORK. 2. WIDTH AND THICKNESS OF THE REDWOOD BULKHEAD SHALL HAVE A MAXIMUM TOLERANCE OF A" EXISTING SEWER BULKHEAD DETAIL SCALE: 3/4"=1'-O" C-lU Nam: FRAME AND 26" 12" 1. PRECAST REINFORCED CONCRETE MANHOLES COVER PER ST) 2! a SHALL CONFORM TO THE APPLICABLE DWG SB-61 REQUIREMENTS OF ASTM C-478 AND: r A. SHALL BE DESIGNED FOR AASHO H-20 LOADING. °m¢ B. CONCRETE SHALL BE COMPACTLY VIBRATED, CENTRIFUGALLY SPUN, OR MECHANICALLY 4. MANHOLE INTERIORS TO BE COATED PER REQUIREMENTS OF SPECIFICATIONS TAMPED. SECTION 09940. n 24 n 2. SEWER MAINS ARE TO BE LAID THRU THE MANHOLE WHERE POSSIBLE AND USED AS A FORM FOR THE INVERT. THE TOP 1/2 BE STANDARD DROP MANHOLE FOR 8" TO 30" PIPE 5EP (TYP.) TO ABNEATO LINE• BIROKENPE TEDGES BROKEN EDGESBEUT NOT TO SCALE VAR Z qF ww PLASTERED SMOOTH WITH CEMENT MORTAR. > m 3. CONCRETE BASE SHALL BE OF CLASS "A" CONCRETE AND PLACED IN ONE OPERATION. o 000 1 2" MORTAR CONCRETE INVERTS SHALL BE TO GRADE AND < Fw JOINT TYP ALIGNMENT AND FINISHED WITH A SMOOTH CONSTRUCTION SEQUENCE: Qw= SURFACE. SPECIAL CARE SHALL BE USED IN EXISTING SEWER z 94012" EW 24" MAX 4ww FORMING ALL CHANNELS TO FACILITATE THE MANHOLE 2 VCJP 1 . INSTALL FLOW PLUG TO BYPASS MANHOLE. a FLOW OF SEWAGE. z 4. ALL MANHOLE TOPS SHALL BE INSTALLED WITH LATERAL 2. CHIP AWAY MANHOLE AS NECESSARY TO RECEIVE GUIDED N MIN THE MANHOLE COVER OVER THE UPSTREAM THOD.C C BORE OR CONNECTION BY OTHER ME 5. SEE EMWD STD DRAWING SB-61 FOR DETAILS _ INLET, EXCEPT AS OTHERWISE SPECIFIED. _ NOTES: 3. INSTALL VCJP PIPE BY GUIDED BORE. +w AND INSTALLATION OF MANHOLE COVER AND 1. EXISTING SEWER MANHOLE SHALL ' + FL L FRAME. NOTE 1 BE MODIFIED TO ACCOMMODATE A 4. RESEAL MANHOLE AT NEW CONNECTION AND MODIFY MANHOLE _ < 6. CONTRACTOR TO USE MANHOLES WITH A 24" LATERAL AND ROUTE INFLOW TO 2 SHELVES AS SHOWN. '� � CLEAR OPENING. PROPOSED MANHOLE. z� 7. STANDARD 48" MANHOLE AS SHOWN HEREON EXIST NG 5. INSTALL TEMPORARY PLUG UNTIL NEW SEWER IS COMPLETE. f �� TO BE INSTALLED WHEN DEPTH TO PIPE SHELF {H SEWER 2. SIZE OF EXCAVATION AND 6' o MANHOLE 6. REMOVE FLOW PLUG. g4tiM 2" "' IS GREATER THAN 5' FROM FINISHED STREET I CONSTRUCTION METHOD TO BE 21YP T 1)h' 012" EW CONCRETE CLASS "A" GRADE. o DETERMINED BY CONTRACTOR WITH 86 S. MANHOLE STEPS SHALL BE EITHER CAST IN ELEVATION A ST DISTRICT APPROVAL. 1 BASE POURED AGAINST N PL CE PLACE OR M.A. INDUSTRIES STEEL REINFORCED UNDISTURBED SOIL. IF MONOLITHICALLY COPOLYMER POLYPROPYLENE PLASTIC DRIVE-IN DISTURBED OR GROUND STEP. INSTALLATION TO BE BY MANHOLE WATER, OVEREXCAMTE MANUFACTURER. ALL STEPS ORIENTED 1804 AND BACKFILL WATH ROCK FROM MANHOLE OUTLET. GRADE RING STEPS SHALL BE PLACED BETWEEN GRADE RINGS AND SLOPE=0.02t GROUTED IN PLACE. BOTTOM STEP SHALL BE H - CAST 91/2" TICK CEMENT MORTAR JOINT HOOK IAND SHALLPLACEO BEE PLACED 6"USED AS CMIN.NING AND 12" NEATLY STRUCK & POINTED, OR PREFORMED COLD-APPLIED MAX. FROM TOP OF SHELF. RECORD DRAWINGS READY-TO-USED PLASTIC JOINT SEALING 9. JOINT SHALL BE 1/2" CEMENT MORTAR NEATLY COMPOUND AND PRIMER; APPLY SWELL STRUCK AND POINTED OR PREFORMED SECTION C THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED 2%0 2)C ll6' STOP AT ALL SECTION JOINTS COLD-APPUED READY-TO-USED PLASTIC JOINT ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER SEALING COMPOUND AND PRIMER. HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION STANDARD MANHOLE n TYPICAL TIE- IN TO EXISTING MANHOLE AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR NOTE: ALL MATERIALS TO BE PER EMWD SCALE: 3/8"=1'-O" VAR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. NOT TO SCALE C-5 APPROVED MATERIALS LIST. SPECIFICATION NO. 1238S REVISIONS THIS DRAWING WAS APPROVED BY: DATE I.D. UA NO. DATE lN/TIAL DESCRIPTION APP'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-to-ta EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 SEALEDFOR CONSTRUCTION AND S 7_70_14 �� ,,[[ /� MAIDIESIGN A. BROWN 7-10-14 W.O. 412839 SEALED BY -� �JECT E/47ti'�LM_ �y 7-1DATE CHECK J. ROBLES 7-10-14 CITY OF ER IMPROVEMENTS STEEE A. FRIEDMAN, DIRECTOR OF ENGINEERING DATE PROJECT /MANAGER: DATE CHECKED S. McKELVIE 7-10-14 OLD TOWN SEWER IMPROVEMENTS CO 666842 A CALIFORNIA LICENSED REFERENCES COORD. SD48854 PROFESSIONAL INIIIAL DATE SCALE: ENGINEER, LICENSE NO. ROJECT ENGR. SS 7 xoa Engineering,Inc. -1014 SHT. 19 OF 23 CIVIL NO. 55566 APPROVALS NSPECTION CD 7-10--14 AS NOTED CIVIL DETAILS IV D-45573 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 16 AINTDNANGE MI 7-1074 EWER OPS JW 7-10-14 ®.' C=18 a w l i ��� j I I I LLJ I I �— I I Z I I NOTES: Q O� I 1. INSTALL, MONITOR AND REPORT INSTRUMENT READING IN _--- - - - - - - - - - - - - - ACCORDANCE WITH SPECIFICATION SECTION 02495. - - - - - - - - - - - - - - - � \ \ \ 2. SEQUENCE INSTRUMENT INSTALLATION IN ACCORDANCE WITH _E>� S , \ I \ JI 1 -L _ - - - - - DIVISION 00 OF THE CONTRACT DOCUMENTS. Ld 3. REFER TO SERIES "G' AND "C" DRAWINGS FOR ADDITIONAL S -FM = ALIGNMENT INFORMATION. (n 4. CITY OWNED IRRIGATION, ELECTRIC, SOUND AND FIBER OPTIC, - - � 20"yy� ?� _ S E�.��;0 G �S� - - - - AND CABLE TV UTILITIES ARE NOT SHOWN ON THE n"y -'yam S INSTRUMENTATION PLAN. REFER TO SERIES I DRAWINGS RR _ � S �- - S fM _ O FOR LOCATIONS OF THESE UTILITIES. I --- - - _ 20 'W V - S - S _RM - S +V -S -FM - +M a -S +M + COM _ - - - - -���-- " � _- - - - - - - - - - -0 - O - = - - - 5. SURVEY REFERENCE POINTS (SRP) SHALL CONSIST OF A CITY-IRR CI - FIXED SURVEY POINT LOCATED ON THE DRAIN INLET TO __ T - - _. T -_i-crT�� w -CI -E _ - - Z MONITOR MOVEMENT OF THE N LET STRUCTURE. - - - - - - - - f - - - - - - - - - - - - - - - - - - - - - - - - - %O i 'h,�= - - _ /(\ - COM - - DOM - COM ---- = 6. IN ADDITION TO THOSE SHOWN, INSTALL SURVEY REFERENCE� S \ O POINTS AT EACH SHAFT IN ACCORDANCE WITH SPECIFICATION FRONT STREET Q SECTION 02495. _ O 7. CONTRACTOR SHALL OBTAIN PERMISSION FROM THE AGENCY O M � RESPONSIBLE FOR THE EXISTING UTILITY INSTALL UTILITY CI1y_IRR � - - - - -�- � MONITORING POINT. CONTRACTOR SHALL TAKE NECESSARY - - - \ " - - _ - - l� — MP 5 CAUTION NOT TO DAMAGE THE EXISTING UTILITIES. /T�7RgV, - - �1.ZV�— _ _ - - O .. —GMMP 4 � lV�' 5+00 z• W _�d IO - sMP-3 — - - - — - - - - - - - -- — - - _ - - - — < LEGEND: _ —cu _— CITY- r � �-" Z ❑ GROUND MOVEMENT MONITORING POINT (GMMP) #�R E - - - J GMMP-3� -�� - Z (SEE DETAIL 1 DWG 1-4) CITY- a 20 W W 20 .W O O O UTILITY MONITORING POINT (UMP) y O )OM \ \ //j�` O I O (SEE DETAIL 2 OWG -4) COM � _ Lu � COM - I SURFACE MONITORING POINT (SMP) / COM (SEE DETAIL 3 DWG 1-4) PLAN N SURVEY REFERENCE POINT (SRP) SCALE: 1 "=20' OFF ISI ;R* AaI ._I _ _____ iT CiA`- I -IRR T —T __ - —T ___^ { - r—I o f 1 I - - - a -- - - - -- Y9� —= +T - — - - - - o Lr) ,n \ \ 11 „ RONT STREET , / / — s — IS s— f — S— — — s— — — S— — — S— —S— —s— —s— — — —s— //—�s — _�S — Ld z i i - ---r J / / \ \ \ i' —Y ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y- - - - - - - - — W U SRP-1 - - - - - - - - - - - - - - - - - - - - - - - - - \ - � - --UMP-14 - - -- - N H (SEE NOTE 5) / / \ _ - ` w \\\ SRP-3 - - \ GMMP-8 GMM�P�S UMP-B SRP-2 SMP-5 UMP-10 \ w g Q A Y2" 19'4109 SEE NOTE 5 2 vv i 12"W - 12z SEE NOTE 5) �72' O t- / GMMP-6 1- - - - ) - fl0 ❑GMMP=7 �+0o - - - - - - - - - - - - - - - - - - - -G _E UMP-11v 0 - - 10 W _ _ \ _ Y ZO - - -9 UM1PI 7__ \ W _ 20• W _ 1 - �� - R CIN-IRR - RR UMP-13' to - UMP-6' �.. _ - ; ' n - - UMP-9 - -- - - - - - - 1 1 T H I - E —._— E —__ A _J � w '- E 1 _ J U O i I IFA Of 1 \\ 1 1 1 w PLAN ti SCALE: 1 "=20' RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON KEY MAP INFORMATION PROVIDED BY OTHERS.THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: DATE I.D. UA N0. DATE lN/TIAL DESCRIPTION APPD DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-10-14FOR EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 SEALEDCONSTRUCTION AND � Uouc &4d 7_70_14 �� ,/ �A DESIGNED T. MILUCAROBLES 7-10-14 W.O. 412839 SEALED BY -� 4514 `/07�'�g�jQ L 7-10-74 CHECK A. ROBLES 7-10-14 CITY OF TEMECULA RUSSELL C.AREND, DIRECTOR OF ENGINEERING DATE ♦ y CHECKED A. BROWN 7-10-14 C.0 468842 A CALIFORNIA LICENSED PROJECT MANAGER: DATE OLD TOWN SEWER IMPROVEMENTS 0 PROFESSIONAL REFERENCES INITIAL DATE SCALE: COORD. 51348856 HDR Engineering,Inc. ENGINEER, LICENSE NO. ROJECT ENGR. SS 7-10-14 SHT. 20 OF 23 CIVIL NO. 73970 NSPECTION CD 1-10-14 INSTRUMENTATION PLAN APPROVALS AINTENANCE MI 7-1D-14 AS NOTED D-45574 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 i6 EWER OPS JW 7-10-14 D®. STA 1 +00 TO STA 10+50 I-1 I I I W RIGHT OF WAY 14A Wn j0' J I CO_�--'LI�IRRT ___ _CA T--- L 61 -IftF�r CIfi1=7RFr� nq _ 'IY _ _— --_ _ 7 s-_-__ W }}� 0 - — —_ —G -C _ _— G —_ _ G CO W.RAJ- 7/ 12 _ - - 7M F17;-FM- - S --FM- - -5f# - -5�# W - w // M _ COM _—_ CO _ / CO T- OM - - COM _ - — _ _ COM N LID { C COM o ti� - s - — ii�- —s — s — FR- NT—STREET _ S _— _ _ s— is— — s — T —s— — — — s— — s — —s — ` — s — —s — 0 II � -- -- -- -- -- -• , -- -- -- - - - �I- UMP-17 i - - --- - - -- - -- - - ---- -- - -- -- -- -- -- - - -- - - - F- -- -- -- - -- -- -- -- -- -- -- -- -- GUTTER �� - �� P-N /� GUTTER CURB � \ SRP-4 co PROPOSED SEWER 15" VCP \� SRP-5 R W � � O w �� ,I,(SEE NOTE 5) - (SEE NOTE 5) �� CURB z 1° Z 12' W 12' W 12' W � Q „ "W -GMMP-10 M„ZL- - - - - - - _ - - - - - - - - +00'-_- - - - - - - - - - - - - - - - - 1 - - - - [SMP-7 - - SMP-8 m - -� - - - - - - - - - - - - - _ _ _ _ - - - - - S GMMP-9 _ _ — _ _ _ — _ — _ U Q - - UMP-15' - _ -_ CITY-IR _ - � -s- -- -- - UMP-16 g - - - - - - FIT - - -w Q I - � l 1 41 RIGHT OF WAY I I O n �.' PROPERTY LINE \ \ w PLAN SCALE: 1"=20' Fl II L O -J I � O II Li r1 7iI _ oo Q oo IN T JI — �/ I I o _ _ o ❑ I IYD T - — s ? � T T T T T T — _ _ T L-- r p CITY- - - CITY-I � � CITY IRK m - — _ G _ ' / - --S �7N� - - G F w - — G - U Q _ - - - - - - - - - - - - - - - - - - _ - - - _ - - - - - - ' / c� / _ - - - - - - - _ - - - - - - - - - - - - - - - - - - - - S fM �� � S f�f1 I I � W C - COM - - COM COM \ - \ �OM - - �COM 0 LLJ-- S S - S - � � _ _i � � �_ W o — — s — — s — — — s— — s — vas — FRONT -STREET s- - —s- - - -s - - - - 5= -- -_�=- - - =s— — s — s -- - - - s= -- + _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- -- -- -- -- - - - - �- - f - - - -- - - - -- SRP-7 � � - - -- -- - � � \� � i� � rn + -- -- - - - IL\ i 2 c2 UMP 20 SEE NOTE 5 1 - - - - - - - - - -12 W 12 M\� O N UMP-22 _E N - - - - --------- - - -- --- - - O ii �A. . - M,.ZI 'l UMP-19 l —�. 12"W —I 1 UMP-23 � - - - -- - OM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -o - - iUU - - - ., GMMP 11 . GMM �' _ — _ _ _ _ _ _ _ - - - - - - _ _ P - - - - _ — — — UM 24 ••W I _ _ _ — .SMP-9- - - smp-lb— — T — — _ _ _ g - '- P-12 - - - - - - - - - - - _ - - - Q Q GMMP-13 GMMP-14 # ' 1I - I \ / to j w 1 O m NOTES: LEGEND: 1 . INSTALL, MONITOR AND REPORT INSTRUMENT READING IN 5. SURVEY REFERENCE POINTS (SRP) SHALL CONSIST OF A PLAN ACCORDANCE WITH SPECIFICATION SECTION 02495. FIXED SURVEY POINT LOCATED ON THE DRAIN INLET TO \ ❑ GROUND MOVEMENT MONITORING POINT (GMMP) MONITOR MOVEMENT OF THE INLET STRUCTURE. SCALE: 1 "=20' (SEE DETAIL 1 DWG 1-4) 2. SEQUENCE INSTRUMENT INSTALLATION IN ACCORDANCE WITH I-Z I-3 6. IN ADDITION TO THOSE SHOWN, INSTALL SURVEY REFERENCE �� DIVISION 00 OF THE CONTRACT DOCUMENTS. POINTS AT EACH SHAFT IN ACCORDANCE WITH SPECIFICATION 0 UTILITY MONITORING POINT (UMP) 3. REFER TO SERIES "G" AND "C" DRAWINGS FOR ADDITIONAL SECTION 02495. (SEE DETAIL 2 DWG 1-4) ALIGNMENT INFORMATION. THE RECORD DRAWINGS 7 CONTRACTOR RESPONSIBLE FORSHA THE EOTAXISTING PERMISSION FROM TO INSTALLAGENCY UTILITY THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON • (S EFADETAILO MONITORING GI )INT (SMP) 4. CITY OWNED IRRIGATION, ELECTRIC, SOUND AND FIBER OPTIC, MONITORING POINT. CONTRACTOR SHALL TAKE NECESSARY INFORMATION PROVIDED BY OTHERS.THE ENGINEER HAS NOT KEY MAP AND CABLE TV UTILITIES ARE NOT SHOWN ON THE VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT INSTRUMENTATION PLAN. REFER TO SERIES "C" DRAWINGS CAUTION NOT TO DAMAGE THE EXISTING UTILITIES. BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY SURVEY REFERENCE POINT (SRP) FOR LOCATIONS OF THESE UTILITIES. BE HEREIN ASARESULT. SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: I DATE IUA NO. DATE INTIAL DESCRIPTION APP'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGERS. FRIEDMAN 7-10-14 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION ANDS 7_70_14 DESIGNED T. MIWCAN 7-10-14 W.O. 412839 SEALED BY -� �� 7-10-14 DRAWN J. ROBLES 7-10-14 CITY OF TEMECULA RUSSELL C.AREND, DIRECTOR OF ENGINEERING DATE CHECKED A. BROWN 7-10-14 C.0 468842 A CALIFORNIA LICENSED PROJECT MANAGER: DATE OLD TOWN SEWER IMPROVE MENT$ 0 PROFESSIONAL REFERENCES INITIAL DATE SCALE: COORD. 5D48854 eoa E�ei�eeN�e.���. ENGINEER, LICENSE NO. RWIECT ENGR. SS 7-10-14 SHT. 21 OF 23 CIVIL NO. 73970 NSPECTION cD 7-10-1a INSTRUMENTATION PLAN APPROVALS AINTENANCF MI 1-10-14 AS NOTED D-45575 1 6 16 EZ AS CONSTRUCTED C.O. 468842 7 21 i6 EWER OPS JW 7-10-14 0®- STA 10+50 TO STA 22+00 1=2 NOTES: NIN 1 . INSTALL, MONITOR AND REPORT INSTRUMENT READING IN I I I I L� w ACCORDANCE WITH SPECIFICATION SECTION 02495. 2. SEQUENCE INSTRUMENT INSTALLATION IN ACCORDANCE WITH L-L LLI * I DMSION 00 OF THE CONTRACT DOCUMENTS. I II I`\ (n (n }� = 3. REFER TO SERIES "C" AND "C" DRAWINGS FOR ADDITIONAL LI - _ a ~ ALIGNMENT INFORMATION. — r ---� —_ ---- �— - --�� —T_� — — — — --- _ O T1' __ ITY-I - =1R�� --- =g ITY-I - - - G �= - 4. CITY OWNED IRRIGATION, ELECTRIC, SOUND AND FIBER OPTIC, C —_ — G —_ GC _ '-�' _ O - -FS -FS IN-FS� / l -FSCITY-FS �,4W-E - AND CABLE N UTILITIES ARE NOT SHOWN ON HE - -_- - -_- - - - _ - _ _ ___ _ QD _ _ _ ___ _ - _ - -__ - -— -E_ _ - - -- - - - - - _ - - - _ __ - - - - - - - - - - - INSTRUMENTATION TPLAN. REFER TO SERIES "C"TDRAWINGS COId-� �� �� Co - COM - N FOR LOCATIONS OF THESE UTILITIES. W F ONT TREET //// 1 I 11 1 Z 5. SURVEY REFERENCE POINTS (SRP) SHALL CONSIST OF A (q — S — — S — S — S — — S — — S — — S — — s — -H S — — ¢r — S — — S — — S — — — S — - S- ' J - x FIXED SURVEY POINT LOCATED ON THE DRAIN INLET TO �_ _________ - -- --- --- - O \\ - - - - - - - - �^ 1 MONITOR MOVEMENT OF THE INLET STRUCTURE. I „ UMP 25 11 I 11 I g 6. IN ADDITION TO THOSE SHOWN, INSTALL SURVEY REFERENCE - - -- -- - - - - - - -- --- a�-- _ __ _ N \� SMP-11 .. UMP-24 UMP-27 GMMP-16-� 24' W 24"W 24"W — W POINTS AT EACH SHAFT IN ACCORDANCE WITH SPECIFICATION Z - - - - - - - 12-W - - - - - -T- - _12-W __ - - 12 W - 12 W i T - _ - -- -- -- -- -- - W 7 SECTION 02495. ---- - ---E \ - - - - - - - - _ - - 20� !n - - - - - CITy� - _ _ _ _ _ - _ _ _ _ __ _ __ _ _ _ _ Z CONTRACTOR SHALL OBTAIN PERMISSION FROM THE AGENCY 3 RESPONSIBLE FOR THE EXISTING UTILITY TO INSTALL UTILITY _ SRP-8 Ili UMP-26 SMP-12 ,/ _ MONITORING POINT. CONTRACTOR SHALL TAKE NECESSARY UMP-26 7 _________ O H - -� - - - - - - - - \ GMMP-15 i - —SRP-9 - - - - - Q 1 r \ �% (S-E NOTE 5) \ Z CAUTION NOT TO DAMAGE THE EXISTING UTILITIES. 110 Nil F- LEGEND: OD L, U i I ❑ GROUND MOVEMENT MONITORING POINT (GMMP) Of (SEE DETAIL 1 DWG I-4) 1 O Q UTILITY MONITORING POINT (UMP) (SEE DETAIL 2 DWG 1-4) SUR O ' ` 1 I • (SEE FADETAMONIITOIL 3 ORIIING POINT (SMP) PLAN SURVEY REFERENCE POINT (SRP) SCALE: 1 "=20' Toll Ce / _ \ \ \ \ W ® / 11 ���� ��� �� - / �'6� 1 l�� A \ NE /// \ N x � / 1 F- (0 / 1 \V // `�GO \ _ I to \ \ \ IN, S A YV A �� o _ _ -_s _ _ i s- l � - - o :� I Vvv v \Ar\ \ ' v� AV v+ L --- ------- L` IN A U-) ' V v A Aco -- - + A � v w \N - \ � a0 f - - - \W __- - —FS N \ iyn \\ \\ \ iIN L A I I C� z \�\ f V0 V � V '- - - _ - _ S7UMP-33 \UMP-34 \\ _ _ SUMP-37 \ \��= — 37+00 g ��� v v V A \ \ GMMP-19 — s — —F T S-TR T— — — s — — — s — �I s ! — — Q F- UMP-35 UMP-36 \ ;� � sl W UMP-29 I I UMP-31 0 W ��5� "" A A 1\ W -. T \� �.S VAA�-C` V / II W � � v v -- - 24"W vV v s�T � �ILJ I / \ / f IN \ \ \Z — 2D�N— _ 2 "W Z I \ �.Sv. \ YL i O - - - - - -GMMP-17 Z — — — — GMMP � '� \V IN O I l`" E` �� z Of O1 >1 W PLAN PLAN SCALE: 1 "=20' MPjCN�\NE SCALE: 1 "=20' \ I-1 1-2 1-3 RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS.THE ENGINEER HAS NOT KEY MAP VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. SPECIFICATION NO, 1238S REVISIONS THIS DRAWING WAS APPROVED BY: I DATE I.D. UA NO. DATE lN/TIAL DESCRIPTION APP'D DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGER S. FRIEDMAN 7-10-14 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION AND 7_70_14 DESIGNED T. MIWCAN 7-10-14 W.O. 472839 SEALED BY -� 7-AV-74 DRAIN J. RUBLES 7-10-14 CITY OF TEMECULA falRUSSELLC.AREND, DIRECTOR OF ENGINEERING DATE CHECKED A. BROWN 7-10-14 C.0 468842 A CALIFORNIA LICENSED PROJECT MANAGER: DATE OLD TOWN SEWER IMPROVEMENTS 0 PROFESSIONAL REFERENCES INITIAL DATE SCALE: COORD. 51348856 HDR Eoeioeenoe,Inc. ENGINEER, LICENSE NO. ROJECT ENGR. SS 7-10-14 SHT. 22 OF 23 CIVIL NO. 73970 NSPECTION W 1-10-14 INSTRUMENTATION PLAN APPROVALS AINTENANGE MI 7-10-14 AS NOTED D-45576 s s Ez AS CONSTRUCTED C.O. 468842 7 z, ,s EWER ors Jw 7-10-14 D® STA 22+00 TO STA 31 +55 I=3 PROTECTIVE ENCLOSURE ri PROTECTIVE ENCLOSURE PATCHING MATERIAL y PROTECTIVE ENCLOSURE sun CENTERING DEVICES ' EXISTING GROUND z SURFACE f PIPE CAP WITH 1/4" CIA. ` > ROUNDHEAD STAINLESS STEEL `II a BOLT. SET SECURELY ON TOP SQUARE CUT F�� OF 7 " DIA. STEEL PIPE AND GRIND FLUSH 2" MIN O I ANNULAR SPACE r w y` o � 6" DIA. STEEL PIPE 3 GROUTED IN PLACE 0 w m w 1 " MIN ID m CASING OUTER CASING STEEL PIPE STRONG x 1/2"6 STEEL ROD w WITH ROUNDED END m LEAN CONCRETE j REFERENCE POINT � SPLIT 1" PIPE 1'-O" AT TIP, EXISTING UTILITY SPREAD ENDS SLIGHTLY AND OR STRUCTURE TO DRIVE PIPE 2'-0" BELOW BE MONITORED BOTTOM OF PAVING BOREHOLE 4"6 MIN. ,:- z #8 REINF BAR TIP ELEVATION GROUND MOVEMENT MONITORING POINT (GMMP) DETAIL UTILITY MONITORING POINT (UMP) DETAIL SURFACE MONITORING POINT (SMP) DETAIL f SCALE: NTS - SCALE: NTS - SCALE: NTS - GROUND MOVEMENT MONITORING POINT TABLE UTILITY MONITORING POINT TABLE SURFACE MONITORING POINT TABLE INSTRUMENT DEPTH INSTRE INSTRUMENT NUMBER NORTHING FASTING LOCATION (FEET) NUMBUMNT ER NORTHING BASTING LOCATION UTILITY NUMBER NORTHING EASTING LOCATION GMMP-1 - - NOT USED - UMP-1 - - - NOT USED SMP-1 - - NOT USED GMMP-2 - - NOT USED UMP-2 - - - NOT USED SMP-2 - - NOT USED UMP-3 - - - NOT USED SMP3 2125331.55 6286605.66 SOUTH SIDE OF LAUNCHING SHAFT GMMP-3 2125334.49 6286602.63 SOUTH SIDE OF LAUNCHING SHAFT ] UMP-0 - - - NOT USED SMP4 - - NOT USED GMMP-0 2125211.68 6286729.72 APPROX. STA 4+50 10 UMP-5 2125198.76 6286752.62 STA 4+80 12"WATER SMP3 2124960.15 6286994.90 APPROX. STA 8+20 GMMP-5 2125079.2 6286867.08 NORTH SIDE OF LAUNCHING SHAFT B 12 UMP-6 2125119.89 6286824.40 STA 5+80 12-WATER (LATERAL) SMP-6 2124815.50 6287137.26 SOUTH SIDE OF RECEIVING SHAFT 2 GMMPE 2125066.86 6286879.56 SOUTH SIDE OF LAUNCHING SHAFT B 12 UMP-7 2125093.46 6286857.05 STA 6+35 STORM DRAIN JUNCTION BOX SMP-7 2124592.64 6287367.36 NORTH SIDE OF LAUNCHING SHAFT C GMMP-7 2124957.2 6286997.73 APPROX STA 8+20 12 UMPA 2125078.94 6286877.75 STA 6+50 12"WATER SMP3 2124567.94 6287382.86 SOUTH SIDE OF LAUNCHING SHAFT C UMP3 2125010.45 6286937.40 STA 7+40 12-WATER (LATERAL) SNI 2124331.73 6287625.97 NORTH SIDE OF RECEIVING SHAFT 3 GMMP$ 2124817.94 6287134.81 SOUTH SIDE OF RECEIVING SHAFT 2 13 UMP-10 2124905.10 8287045.50 STA 8+90 12'WATER (LATERAL) SMP-10 2124317.93 6287640.02 SOUTH SIDE OF RECEIVING SHAFT 3 GMMP-9 2124592.32 6287365.85 NORTH SIDE OF LAUNCHING SHAFT C 12 UMP-11 2124839.80 6287109.92 STA 9+80 18"STORM DRAIN SMP-11 2123814.14 6288155.00 1 NORTH SIDE OF RECEIVING SHAFT GMMP-10 2124566.73 6287393.64 SOUTH SIDE OF LAUNCHING SHAFT C 12 UMP-12 2124830.80 6287121.66 STA 9+95 8" SEWER SMP-12 2123797.14 6288173.06 1 SOUTH SIDE OF RECEIVING SHAFT GMMP-11 2124329.2 6287628.62 NORTH SIDE OF RECEIVING SHAFT 3 13 UMP-13 2124827.15 6287125.38 STA 10+00 2" GAS SMP-13 - - NOT USED GMMP-12 2124320.54 6287637.47 SOUTH SIDE OF RECEIVING SHAFT 3 13 UMP-14 2124826.75 6287135.19 STA 10+10 12"WATER UMP-15 2124681.13 6287270.04 STA 12+10 2" GAS GMMP-13 2124056.52 6287901.62 NORTH SIDE OF LAUNCHING SHAFT D 15 UMP-16 2124585.30 8287385.35 STA 13+40 12"WATER GMMP-14 2124044.16 6287914.2 SOUTH SIDE OF LAUNCHING SHAFT D 15 UMP-17 2124583.93 6287383.31 STA 13+65 12"WATER GMMP-15 2123811.61 6288157.74 NORTH SIDE OF RECEIVING SHAFT 15 UMP-18 2124550.61 6287400.65 STA 13+90 12-WATER (LATERAL) GMMP-16 2123801.53 6288168.65 SOUTH SIDE OF RECEIVING SHAFT 15 UMP-19 2124330.31 6287637.65 STA17+20 12"WATER SURVEY REFERENCE POINT TABLE GMMP-17 21235B1.99 6288401.62 WEST SIDE OF LAUNCHING SHAFT E 18 UMP-20 2124309.37 6287648.60 STA 17+40 18"STORM DRAIN UMP-21 2124061.78 6287896.30 STA 20+85 STORM DRAIN JUNCTION BOX INSTRUMENT NORTHING EASTING LOCATION GMMP-18 2123566.59 6288406.72 SOUTH SIDE OF LAUNCHING SHAFT E 18 NUMBER UMP-22 2124059.69 6287906.12 STA 20+95 18"STORM DRAIN SRP-1 2125124.63 6286823.71 STORM DRAIN CATCH BASIN NEAR STA 5+75 GMMP-19 2123257.74 6288279.17 NORTH SIDE OF RECEIVING SHAFT 5 17 UMP-23 2124046.39 6287911.84 STA21+10 2" GAS SRP-2 2125014.84 8288934.39 STORM DRAIN CATCH BASIN NEAR STA 7+30 UMP-24 2123941.17 6288032.62 STA 22+75 12"WATER SRP3 2124883.03 6287070.33 STORM DRAIN CATCH BASIN NEAR STA 9+30 UMP-25 2123822.69 6288145.88 STA 24+30 36'STORM DRAIN SRP-0 2124712.06 6287242.30 STORM DRAIN CATCH BASIN NEAR STA 11+70 UMP-26 2123819.68 6288149.27 STA 24+40 4" GAS SRP-5 2124618.14 6287339.98 STORM DRAIN CATCH BASIN NEAR STA 13+00 UMP-27 2123809.87 6288168.53 STA 24+55 12"WATER SRP-6 2124467A8 6287491.42 STORM DRAIN CATCH BASIN NEAR STA 15+20 UMP-28 2123801.07 6288168.84 STA 24+60 24'WATER SRP-7 212A237.10 6287726.53 STORM DRAIN CATCH BASIN NEAR STA 18+50 UMP-29 2123589.42 6288398.89 STA 27+80 24'WATER SRP3 2123B45.74 6288125.32 STORM DRAIN CATCH BASIN NEAR STA 24+00 UMP-30 2123579.73 6288404.03 STA 27+90 36'STORM DRAIN SRPS 2123778.41 6288193.96 STORM DRAIN CATCH BASIN NEAR STA 25+00 UMP-31 2123573.04 6288417.30 STA 28+00 6" SEWER FORCEMAIN UMP-32 - - NOT USED UMP-33 2123513.38 6288384.78 STA28+60 36'STORM DRAIN RECORD DRAWINGS UMP-34 2123506.28 6288381.84 STA 28+70 36'STORM DRAIN THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON UMP35 2123405.43 6288340.09 STA 29+80 24'STORM DRAIN INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT UMP-36 2123401.68 6288338.57 STA29+85 6' SEWER BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY SPECIFICATION N0. 1238S UMP-37 2123335.69 6288311.21 STA 30+55 12"WATER BE HEREIN ASA RESULT. REVISIONS THIS DRAWING WAS APPROVED BY: DATE I.D. U3 N0. DATE lN/TIAL DESCRIPTION APPD DATE ORIGINALLY APPROVED EASTERN MUNICIPAL WATER DISTRICT MANAGERS. FRIEDMAN 7-10-14 EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY, CALIFORNIA S.A. 34 FOR CONSTRUCTION AND /J/� � DESIGNED T. MIWCAN 7-10-14 W.O. 412839 SEALED BV �---" 7-10-14 � ,[ -� �ZGRZ �7onyQojQQoy 7-10-14 DRAWN J. ROBLES 7-10-14 CITY OF TEMECULA RUSSELL C.AREND, DIRECTOR OF ENGINEERING DATE CHECKED A. BROWN 7-10-14 C.0 468842 A CALIFORNIA LICENSED PROJECT MANADER: DATE OLD TOWN SEWER IMPROVEMENTS 0 COORD. SD48854 PROFESSIONAL REFERENCES INITIAL DATE SCALE:ENGIN HDR Engineering.Inc CIVILN . 7397LICENSE NO. ROJECT ENGR. SS 7-10-14 GEOTECHNICAL INSTRUMENTATION sHT. z3 of 2a CIVIL NO. ]3970 APPROVALS NSPECTION CD 1-10-14 AS NOTED D-45577 1 6 i6 EZ AS CONSTRUCTED C.O. 468842 7 21 16 AINTENANUL MI 7-10-14 DETAILS EWER OPS JW 7-10-14 0® I-4