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HomeMy WebLinkAboutSlope and Drainage Repairs at Various Locations Phase 1 Imp UTILITIES SEWER: LAKE ELSINORE VALLEY MUNICIPAL CITY OF LAKE ELSINORE WATER DISTRICT (951) 674-3146 WATER: LAKE ELSINORE VALLEY MUNICIPAL SLOPE AND DRAINAGE REPAIRS WATER DISTRICT (951) 674-3146 ELECTRIC: SOUTHERN CALIFORNIA EDISON (951) 249-8360 TELEPHONE.' - VERIZON'S COMMUNICATIONS (909) 748-6655 - GAS: THE GAS CO. , TRANSMISSION TECHNICAL SERVICES_(818) 701-4546 DISTRIBUTION TECHNICAL SERVICES_(909)-335-7716 CABLE: TIME WARNER COMMUNICATIONS (951) 538-8834 - USA: - UNDERGROUND SERVICE ALERT (800) 227-2600 - - LEGEND MASONRY BLOCK WALL - - X X X— CHAIN LINK FENCE CENTER LINE —— — ———— RIGHT OF WAY - PROPERTY LINE EXISTING EDGE OF PAVEMENT - PROPOSED EDGE OF PAVEMENT TM EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER - - ______-__-.= EXISTING SIDEWALK - - S. SEWER LINE - W WATER LINE —SD— STORM DRAW LINE Maio a 3a� Qr° P� G GAS LINE T TELEPHONE LINE a Gunners° -- E --- ELECTRIC LINE - e geo ----CAN---- CABLE LINE —u---+a---,-I,-- LIMITS,OF GRADING a��a 5 2 — — — — — — FLOW LINE .Tay c� 0 f om1 PY ✓ MANHOLES (STORM DRAIN, SEWER) G\ec�a 1-e Sa,9`e q�e2 e s� oc a SURVEY MONUMENT (EXIST) 'may mith Sr pM1cB6Ade VALVE (WATER, GAS) aa� / Sbr�r r tvers e - -FIRE HYDRANT — ;�-- POWER POLE& GUY WIRE N Reid t' - _ ABBREVIATIONS ° ora sag Lash e' aoa S! AC, ASPHALT CONCRETE N'LY NORTHERLY aaa ra 5`' O AVE AVENUE N.T.S. NOT TO SCALE BCR BEGIN CURB RETURN PCC PORTLAND CONCRETE CEMENT GIG CURB AND GUTTER PP POWER POLE CENTERLINE PULV. PULVERIZE CAN CABLE N R/W RIGHT OF WAY 0 v °oak Pve CONST. CONSTRUCTION SANS SANITARY SEWER - COUT CLEAN OUT S/W SIDEWALK ,y," k�a�s CSP CORRIGATED STEEL PIPE.' SLY. SOUTHERLY � �y eeRer/ DWY DRIVEWAY • SF SQUARE FOOT - ECR END CURB RETURN - SMH SEWER MANHOLE EP EDGE OF PAVEMENT ST STREET cam .Fa gw+ ES. EXISTING SURFACE (PAVEMENT) STD STANDARD sh�Va e�ae !a'Io 6 EXIST. EXISTING p a a a 6 S't FH FIRE HYRDRANT TRANS. TRANSITION FL FLOWLINE TELE -TELEPHONE aaa FS FINISHED-SURFACE TYP. TYPICAL GV GAS VALVE VAR. VARIES PROJECT LOCATIONS: LENGTH � WV WATER VALVE ��\� @ SHEET INDEX: LF LINEAL FEET TAC TOP OF AC CURB "------ _ MIN. . MINIMUM O HUNT AVENUE / HAGUE STREET - ___\ 1 TITLE SHEET ZO ULMER STREET / HAGUE STREET elm A Dr 2 GENERAL NOTES AND DETAILS NOTES TO CONTRACTOR: 3 LASH STREET HINT AVENUE \ �. n° - SITE IMPROVEMENT PLAN / �� O3 / \ HUNT AVENUE/HAGUE STREET THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR i 4 SITE IMPROVEMENT PLAN - STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE RYAN AVENUE LAKESHORE DRIVE O I ` ULMER STREET/HAGUE STREET/ ae AVAILABLE RECORDS AND, WHERE SHOWN, POTHOLING. THE CONTRACTOR IS REQUIRED / \ -- SITE IMPROVEMENT PLAN TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON - 5 RYAN AVENUE / BARKSCHATT DRIVE /� �+ p \� eke �° ® 5 LASH STREET/HUNT AVENUE THESE DRAWINGS, THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND O Y LAKE ELSINORE P .SITE IMPROVEMENT PLAN RESPONSIBILITY FOR THE UTLITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT �� a 3r aF e',y dy 6 RYAN AVENUE/LAKESHORE DRIVE 0 GENTZ AVENUE / LAKEVIEW AVENUE Pa a r SITE IMPROVEMENT PLAN SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME \ a � SOLE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF - Oj LAKESHORE DRIVE / COWELL STREET \!� y� - 7 RYAN AVENUE/BARKSCHATT DRIVE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;- - \ �Ta 3� SITE IMPROVEMENT PLAN THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL .LAKESHORE DRIVE - BENE©IGT AVENUE \\ 4y, o 8-9 GENTZ AVENUE N LPLAN W AVENUE WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD O TO WILSON WAY - �� ae�q SITE IMPROVEMENT PLAN THE COUNTY, CITY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL fie,- 10 SITLAKE IMPROVEMENT DRIVE/COWELL STREET OR ALLEDG€D, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, - - �,� - SITE IMPROVEMENT PLAN EXCEPTING FOR L14BLITY ARISING FROM THE SOLE NEGILGENCE OF THE COUNTY, CITY - - 11-12 LAKESHORE DRIVE - BENEDICT AVENUE OR ENGINEER. �� TO WILSON WAY 13 STORM DRAIN PROFILES MARK REVISIONS S AP o /�T THESE PLANS HAVE BEEN REVIEWED FOR COMPLONCE WITH THE PREPARED BY.- SEAL SLOPE p, ®�y p p'eC REPAIRS MAI\K REV�S��NS ` ~r�'\. D~ APPROPRIATE CONDITIONS OF DEVELOPME J A DIOR CITY AND. B1�C nesi�n Groun. rnc. �yp�,q SLO EAND DRAINAGE RE AIRS CITY OF LAKE ELSINORE r' SHEET i A Total Engineered Solution ! STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE AT VARIOUS LOCATIONS %aple St,Site 104,Coroae, CA 92880 p D OMPM m 13 �b _��(951)549-8100 FX. (951)549-8102 s 38022 m TITLE SHEET f A BENCH MARK AEE PLANS OF +,•Gc pZ •? g a - 2-15_�v� a E,ro,oa at to SCALE' BENCH SEE FLANS PHASE I IMPROVEMENTS SHEETS KEN A. SEUMALO, RCE No. 56915 DATE DAVID M. COSPER, P.E -- PRINCIPAL DATE �q7 yt e��P SEE PLANS FILE No. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER RC.E. 38022, EXP. 313 712 0 1 3 P 0f CA��� a r of LAKE ELSINORE DATE: FEBRUARY,2012 2011-062 ..._.......__...._..._.._.... GENERAL IMPROVEMENT NOTES STREET IMPROVEMENT NOTES CONTINUED 5"0 POST POCKET NOTE TO CONTRACTOR: VARIES 3'-3:" W/REINFORCEMENT 1. ALL WORK CALLED FOR ON THE PLANS SHALL BE IN COMPLIANCE WITH 12. THE CONTRACTOR SHALL EXCAVATE INSPECTION HOLES(POT HOLES)AND 'CONTRACTOR SHALT_ DRILL 3-0 HOLES- 9" TO 3'-6" 9" �//, PER CALTRANS STD: CURRENT CITY STANDARD PLANS ADOPTED BY THE CITY COUNCIL. DETERMINE THE LOCATION AND DEPTH OF ALL UNDERGROUND STRUCTURES FOR DOWELLING CONNECTIONS INTO THE BI1-52 ® 96" O.C. AND UTILITIES THAT ARE IN THE VICINITY OF OR THAT MAY BE AFFECTED BY THE EXISTING PCC TROUGH AND EXTEND STEEL-� FINISHED TW P RREINFORCING DOWELS A MINIMUM OF 12 GRADE2. A CONSTRUCTION PERMIT MUST BE OBTAINED FROM THE CITY OF LAKE PROPOSE IMPROVEMENT WORK PRIOR TO ANY CONSTRUCTION WORK WHICHLAN INCH DEPTH INTO EXISTING TROUGH WITH a ELSINORE PUBLIC WORKS DEPARTMENT COUNTER BY THE CONTRACTOR COULD DAMAGE OR CONFLICT WITH SAID STRUCTURES OR UTILITIES. ^Fv PRIOR TO GRADING AND/OR CONSTRUCTION WORK OF ANY TYPE WITHIN EPDXY FOR A FIRM CONNECTION. 2 2 VARIES Z THE PUBLIC RIGHT-OF-WAY. 13. THE CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING TRAFFIC SIGNAL - o �a M ,\i _ .r CONDUITS WITHIN 6'ABOVE PROPOSED SUBGRADE SURFACE AND ALL CONDUITS p ���TvF. J. AN ENCROACHMENT PERMIT IS REQUIRED IN ALL CASES WHERE WORK WILL BELOW PROPOSED SUBGRADE SURFACE. ALL EXISTING CONDUITS THAT ARE IXfSTTNG AC a ��`'' INTERFER WITH EITHER VEHICULAR OR PEDESTRIAN TRAFFIC. MORE THAN 6"ABOVE THE PROPOSED SUBGRADE SURFACE SHALL BE F- 6"THICK PCC, Q .'H f/4 BAR ® r� DRIVEWAY FINISHED RELOCATED TO WITHIN 6"BELOW PROPOSED SUBGRADE SURFACE ti m 24" O.C. ivi�Yi� GRADE 4. CITY INSPECTION of THE WORK CALLED FOR ON THE PLANS SHALL NOT IN (VARIES) ���;` 115 BAR CONT 7YP. ANY WAY RELIEVE THE CONTRACTOR AND/OR THE DEVELOPER OF THEIR 14. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THE - - - PCC 1 OBUGATION:TO PERFORM THE WORK IN COMPLIANCE WITH THE PLANS IMPROVEMENTS CONFLICT WITH EXISTING FACILITIES AND WORK IN THE SWALC ?��� 5 BAR ® 24 0 C MIN. �\ CONFLICTING LOCATION SHALL STOP. # 2v MqP` 5. ANY ALTERATIONS OR VARIANCES FROM THE PLANS, EXCEPT MINOR - PCC RETAINING ADJUSTMENTS IN THE FIELD TO MEET EXISTING CONDITIONS, SHALL BE 15. ANY ALTERATIONS OR VARIANCES FROM THE PLANS, EXCEPT MINOR ADJUSTMENTS CURB _ REQUESTED IN WRITING AND MAY NOT BE INSTITUTED UNTIL APPROVED BY IN THE FIELD TO MELT EXISTING CONDITIONS, SHALL BE REQUESTED IN WRITING #5 BAR G:' P R - THE CRY ENGINEER OR DESIGNATED REPRESENTATIVE ACTING SPECIFICALLY AND MAY NOT BE INSTITUTED UNTIL APPROVED BY THE CITY ENGINEER OR ES PER SEE NOTE ON HIS/HER INSTRUCTIONS. REPRESENTA77VES ACTING SPECIFICALLY ON THE CITY ENGINEERS INSTRUCTIONS. PLAN ABOVE -� 6. THE GRADING AND/OR IMPROVEMENT PLANS ARE APPROVED FOR A PERIOD 16. INSPECTION BY THE CITY INSPECTOR SHALL NOT, IN ANY WAY, RELIEVE THE - ��11� 3' - S D. GRATE - ` OF TWO$) YEARS FROM THE DATE SIGNED BY THE CITY ENGINEER. AFTER CONTRACTOR OF HIS/HER OBLIGAIJONS TO COMPLETELY AND DILIGENR Y PERFORM 2" PER PLAN' 3" 1' i' 6" THE iW0(2) YEAR PERIOD HAS LAPSED, THE"ENGINEER OF RECORD"MAY ALL WORK IN COMPLIANCE WITH THE APPROVED PLANS AND SPECIFi., 'DAIS. a-A S BE REQUIRED TO SUBMIT AND PROCESS FOR THE CITY ENGINEER APPROVAL, UPDATED PLANS THAT COMPLY WITH THE MOST CURRENT CITY STANDARDS, I Z ALL ELEVATIONS SHOWN ON THE PLANS ARE ESTABLISHED BY LOCAL BENCH PCC TROUGH PCC RETAINING CURB_ PRACTICES AND POLICIES. MARKS. SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE. N.T.S. N.T.S. _ 7. ALL ELEVATIONS SHOWN ON THE PLAN ARE ESTABLISHED BY LOCAL BENCH 18. ALL A.C. AND P.C.C. SHALL BE SAWCUT UNLESS OTHERWISE SPECIFIED. - MARK. SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE 19. NO TRENCHES EXCEPT CURB AND GUTTER, SHALL BE LEFF OPEN OVERNIGM 8. QUANTITIES AS SHOWN ON THE PLAN ARE ESTIMATED AND THE CONTRACTOR UNLESS APPROVED BY THE CITY ENGINEER IN WRITING. '- ---- - / IS ADVISED THAT ALL FINAL QUANTITIES OF MATERIAL AND WORK IN PLACE 1-21" EP PER MAY BE SOMEWHAT GREATER OR LESS THEN THOSE INDICATED ON THE 20. ALL UTILITIES SHALL BE INSTALLED, INSPECTED, TESTED AND APPROVED BY 4 PLANS. THE APPROPRIATE UTILITY COMPANY PRIOR TO PAVING. PROOF OF SUCH LAN �- EXISTING TYPE/tt-B2-PG64-10 AC INSPECTION APPROVAL SHALL BE SUPPLIED TO THE CITY INSPECTOR OR ASPHALT CONCRETE TB 7-��0� 9. CONCRETE GUTTERS,ALLEY APPROACHES, DRIVEWAYS AND OTHER CONCRETE REPRESEN ATIVE. PER TYPE Nit-82-PG64-10 ITEMS SUBJECT TO VEHICULAR TRAFFIC SHALL BE BARRICADED WITH NO PLAN ASPHALT CONCRETE \' VEHICULAR TRAFFIC PERMITTED FOR A PERIOD NO LESS THAN SEVEN DAYS 21. THE CONTRACTOR SHALL COMPACT THE UPPER SIX INCHES OF SUB-GRADE/ FOLLOWING THE PLACEMENT OF SAID CONCRETE ITEMS. WHEN THE GENERAL AGGREGATE BASE TO A MINIMUM RELATIVE DENSITY OF 90195 PERCENT PROVISIONS CALL FOR THE USE OF SAID CONCRETE 4TEM(� FOR VEHICULAR RESPECTIVELY PER ASTM 1556-82 TESTING METHOD, OR AS DIRECTED BY THE R�.1' � TRAFFIC EARLIER THEN THE SEVENTH DAY FOR CONVENIEN E OF OPERATION ENGINEER. R--O.i' ,.� BERM OR WHEN THE CONTRACTOR SO DESIRES, CONCRETE CONTAINING EIGHT SACKS C-�" APPLY SURFACE BINDER CEMENT PER CUBIC YARD SHALL BE USED UNDER THE DIRECTION OF THE 22. SUB-GRADE MATERIAL PLACED FOR CURB,GUTTER, DRIVEWAY APPROACHES, �, ON N CITY ENGINEER TO ALLOW TRAFFIC AFTER 72 HOURS OF PLACEMENT OF AND SIDEWALKS, SHALL BE TO A RELATIVE COMPACTION OF 90 PERCENT. ;,I EXISTING ASPHALT CONCRETE gi✓ , CONCRETE. - - PAVEMENT PRIOR TO THE 23. ALL PORTLAND CEMENT CONCRETE(PCC) REMOVALS, INCLUDING, BUT NOT LIMITED EXISTING INSTALLATION OF THE DIKE /�` 10. IRRIGATION LINES WITHIN ANY CITY STREET SHALL HAVE A THIRTY INCH TO CROSS GUTTERS, CURBS, DRIVEWAY APPROACHES, SIDEWALK, AND SPANDRELS, MINIMUM COVER FROM FINISH SURFACE UNLESS SAID IRRIGATION LANE IS SHALL BE MADE BY REMOVING AND REPLACING THE ENTIRE SECTION BETWEEN PER PLAN ENCASED IN CONCRETE OR BEDDED IN A SPECIAL CONCRETE CRADLE JOINTS. IF ANY UTILITY CUTS ARE MADE IN PCC IMPROVEMENTS, THE ENTIRE `. ;/Div,- SECTION SHALL BE REMOVED AND REPLACED. YY 11. THE CONTRACTOR SHALL OPERATE IN A MANNER COMPLIANT WITH ALL '^ �� LP PER \A PROPOSED APPLICABLE SECTIONS OF THE MUNICIPAL CODE AND COMPLIANT WITH 24. CONCRETE SIDEWALKS, CURBS AND GUTTERS, OR OTHER CONCRETE STRUCTURES LAN s`. :X BERM ALL APPLICABLE CITY COUNCIL RESOLUTIONS. WHICH WILL NOT BE SUBJECTED TO VEHICULAR TRAFFIC, SHALL BE BARRICADED APPLY SURFACE BINDER ON EXISTING /FINISHED �_ _ EXISTING 112. THE LOCATION OF UNDERGROUND UTILITY OR IRRIGATION LINES AS SHOWN ON SAID CONFOR A ECRETE STRUCTURE FOR DRIVEWAYS,CROSS WGUTTE S,ING SPANDRELS ENT OF FOR PAVEMENT PRIOR E EXISTING TTOOTHE CONCRETE GAD REFER TO PLANS THE PLANS, IS APPROXIMATE,AND SINCE THE ACTUAL LOCATION MAY BE OTHER STRUCTURE WHICH WILL BE SUBJECTED TO VEHICULAR TRAFFIC, THE INSTALLF,'ION OF BERM SOMEWHAT DIFFERENT FROM THAT SHOWN, THE CONTRACTOR IS REQUIRED TO CONTRACTOR SHALL USE CONCRETE CONTAINING EIGHT SACKS OF CEMENT AND CONTACT THE INTERESTED UTILITY OR WATER COMPANY BEFORE EXCAVATING ADDITIVES THAT PROVIDE HIGH EARLY STRENGTH IN ORDER TO UTILIZE FA17LIER ASPHALT CONCRETE BERM 0"TO 6"AC BERM TRANSITION IN THE VICINITY OF ANY SUCH LINES. USE OF CONSTRUCTED FACILITIES, AS EARLY AS 24-HOUR AFTER PLACING OF N.T.S. N.T.S. CONCRETE. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE CITY 13. AN APPROVED WEED KILLER SHALL BE APPLIED TO THE PREPARED BASE PRIOR ENGINEER FOR TRAFFIC USE TO BE PERMITTED THEREON TWENTY-FOUR HOURS 4' TO ASPHALT PAVING IN ALL AREAS WHERE THERE IS ANY EVIDENCE OF HUMUS - AFTER PLACING OF CONREFE 2. . OR ORGANIC MATERIAL PRESENT IN THE BASE(EITHER NATIVE OR IMPORTED) _ MATERIAL. ALL WEED KILLERS SHALL BE APPLIED IN STRICT ACCORDANCE 25. ALL TRAFFIC CONTROL DEVICES AND SIGNS SHALL BE d, PLACE AND APPROVED BY EP PER -- CONSTRUCT 2" WITH THE MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. THE CITY PRIOR TO PAVING. DELINEATION -'AL� C LAPLEtD C- TO PLANS STREET OPEN. FINISHE FINISHED AC COURSE ACE 14. PROVISIONS SHALL BE MADE BY THE CONTRACTOR FOR CONTRIBUTORY GRADE FL PER , EP PER GRADE DRAINAGE AT ALL TIMES. 26. THE CONTRACTOR SHALL NOT PLACE ASPHALT CONCRETE PAVING UNTIL PLANS w PLANS REMOVE AND SUB-GRADE OR AGGREGATE BASE HAS BEEN INSPECTED AND APPROVED BY � (VARIES) LEVEL LINE (VARIES) - DISPOSE EXISTING CONSTRUCT 10" 15. HOURS OF OPERATION ARE TOOAM- 6.00PM MONDAY-FRIDAY. SATURDAYS, THE CITY AND SHALL INCLUDE A COPY OF THE CERTIFICATION OF BASE/ r i, _--- AC PAVEMENT AC BASE COURSE BY PRIOR APPOINTMENT ONLY TOO AM-3:OOPM. NO WORK ON SUNDAY OR _ COMPACTION BY THE GEOTECHNICAL ENGINEER. - 1.w ' PUBLIC HOLIDAYS WITHOUT PRIOR CITY APPROVAL 2 MIN. 2' MIN!� /-. �/i �i/ -: w '� � _ 27. THE CONTRACTOR SHALL PLACE THE FINISH(CAP)COURSE PAVING AFTER ALL BASE COURSE PAVING HAS BEEN COMPLETED. TACK COAT SHALL BE PLACED - BETWEEN ALL COURSES OF PAVING. STREET IMPROVEMENT NOTES % ���i EXISTING AC ti z 3 z EXIS77NG AC 28. THE CONTRACTOR SHALL ADJUST WATER VALVE COVERS TO FINISH GRADE k ,' o DURING PAVING. LOOSEN AFTER PAVING,AND PAINT BLUE. SWAAi^KM. `CONCRETE 1. ALL WORK SHALL CONFORM TO THE CONTRACT.DOCUMENTS IN EFFECT AT THE SWALE '" ""' '. "" „ ' .`. TIME OF BID,STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 29. ALL TREE BRANCHES OVERHANGING THE SIDEWALK SHALL BE TRIMMED CLEAR AC SWALE GREENBOOK"LATEST EDITION, THE CITY OF LAKE ELSINORE "STANDARD PLANS" 70 A MINIMUM HEIGHT OF 10 FEET ABOVE FINISHED SURFACE AND/OR GROUND. N.T.S. ; AND CALTRANS STANDARD PLANS" LATEST EDITION AS NOTED ON THE PLANS BRANCHES OVERHANGING THE ROADWAY SHALL BE TRIMMED CLEAR TO A GRIND EXISTING / ( ) MINIMUM HEIGHT OF 18 FEET ABOVE THE ROAD SURFACE. CONSTRUCT 2" )+ GRIND E AND IN THE SPECIAL PROVISIONS. 2' MIN. AC SURFACE PAVEMENNT 2' AN73` / �- PAVEMENT"2 AND COURSE f FULL CONSTRUCT 2"AC � CONSTRUCT 2"AC 2. ALL TRAFFIC SIGNAL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS SURFACE COURSE / ��.6'TH AC SURFACE COURSE IN EFFECT AT THE TIME OF BID, SECTION 86 SIGNAL AND LIGHTING"OF L J ✓i� CALTRANS STANDARD SPECIFICATIONS, CALTRANS STANDARD PLANS AND THE STANDARD GRADING NOTES - GRIND EXISTING o� REMOVE AND ONSTRUCT '0" SAWCUT EXISTING 'i ' SAWCUT EXISTING SPECIAL PROVISIONS. EXISTING AC PAVEMENT 2"AND to DISPOSE EXISTING AC BASE COURSE PAVEMENT FULL O" - �� PAVEMENT FULL �- CONSTRUCT 2"AC3 AC PAVEMENT w DEPTH t ;- ` DEPTH 3. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE M.UT.C.D PART 6 1. ALL WORK SHALL CONFORM TO THE CITY OF LAKE ELSINORE GRADING SURFACE QOURSE q 'TEMPORARY TRAFFIC CONTROL"AND M.UTC.D CALIFORNIA SUPPLEMENT PART ORDINANCE,ADOPTED UNIFORM BUILDING CODE, AND THE LATEST EDITION _ _ ��������^��� y�� COMPACT BACKFILL TO 6 T grEMPORARY TRAFFIC CONTROL" OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. "�"G � �'/�A�'��/A�/���,Y�I��iYY���!� 'ti 90% RELATIVE COMPACTION, M .� ,� r �:. y MAXIMUM LIFT OF 2 FEET. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A CITY OF LAKE 2. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ELSINORE BUSINESS LICENSE AND ENCROACHMENT PERMIT. ALL UTILITIES OR STRUCTURES ABOVE OR BELOW GROUND, SHOWN OR NOT 777 /: O r i SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR -12" FULL - 5. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL DAMAGES TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATIONS. ,/ DEPTH AC o ,g iA - UNDERGROUND SERVICE ALERT, PROVIDE ALERT NUMBER TO CITY ENGINEER AND ALL NECESSARY U71LITY COMPANIES. 3. ADJACENT STREETS ARE TO BE CLEANED DAILY OF ALL DIRT AND DEBRIS THAT SAWCUT EXISTING �� ARE THE RESULT OF THE CONTRACTORS OPERATION. PAVEMENT FULL ii 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FILE AN APPLICATION FOR i ^ oyt A FIRE HYDRANT METER WITH THE APPROPRIATE WATER AGENCY. 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS DEPTH �� ,�v� �, 12" MIN. PIPE 0 D 12 MIN 7. REQUEST FOR INSPECTION TO THE CITY OF LAKE ELSINORE SHALL BE MADE 5. HOURS OF OPERATION ARE 7 A.M. TO 6 P.M. MONDAY THROUGH FRIDAY. y �/i ,. i 18"MAX. 18" MAX BY THE CONTRACTOR AT LEAST FORTY-EIGHT(48) HOURS BEFORE THE SATURDAYS, BY PRIOR APPOINTMENT ONLY, 7 AM TO 3 P.M. NO WORK ON s w 1f, SERVICES ARE REQUIRED AT(909) 772-5979. SUNDAY OR PUBLIC HOLIDAYS WITHOUT CITY APPROVAL, 8. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE WITHOUT DELAY SO AS 6. THE CITY ENGINEERING DEPARTMENT SHALL BE CONTACTED AT(951) 674-3124 REMOVE 12 INCH NATIVE TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNER AND TO SCHEDULE A PRE-GRADING MEETING 48 HOURS PRIOR TO BEGINNING OF GRADING. AND REINSTALL/RECOMPACT F `' TO THE TRAVELING PUBLIC. FAILURE TO COMPLY WILL BE A VIOLATION OF EXISTING NATIVE GRADE TO THE CONTRACT. CONTRACTOR SHALL PROVIDE ACCESS TO RESIDENCES AND 7. ALL SLOPES SHALL BE A MAXIMUM OF 2:1, CUT OR FILL, UNLESS RECOMMENDED (90% MIN. COMPACTION) PROPOSED w BUSINESSES AT ALL TIMES. BY REGISTERED SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. CSP 9. NO PUBLIC TRAVELED STREET SHALL BE CLOSED TO TRAFFIC WITHOUT PRIOR 8. ALL TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THE SOILS TYPICAL SAWCUT AND JOIN DETAIL TYPICAL TRENCH/BEDDING DETAIL CITY COUNCIL APPROVAL. ENGINEER TO NOT LESS THAN 909 MAXIMUM DENSITY AS DETERMINED BY N.T.S. - N.T.S. A.S.TM. SOIL COMPACTION TEST D1557-78. THE TOP 1.5FT. OF SUBGRADE - - 10. PROVISIONS SHALL BE MADE BY THE CONTRACTOR AT ALL TIMES FOR BELOW THE STREET PAVEMENT STRUCTURAL SECTION SHALL BE COMPACTED CONTRIBUTORY DRAINAGE. TO 95%RELATIVE COMPACTION. it. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, 9, DAMAGED OR ALTERED PUBLIC IMPROVEMENTS SHALL BE REPAIRED OR - - OR STRUCTURES SHOWN ON THESE PLANS, WERE OBTAINED BY A SEARCH REPLACED AS REQUIRED BY THE CITY ENGINEER. OF AVAILABLE RECORDS, THESE LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY 10. AN AS-BUILT GRADING PLAN"SHALL BE SUBMITTED AT THE COMPLETION LINES SHOWN AND OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE OF WORK,AND PRIOR TO THE ISSUANCE OF THE OCCUPANCY PERMIT PLANS. MARK REVISIONS / c A I c q I�n p DATE THESE PLANS HAVE BEEN RFO b✓E) -0; )M _ANCE WITH THE I EPARED B' SEAL { 9 MARK REVISIONS A r R. D~�L APPROPRIATE CONDITIONS OF D EVc P lF AYI/0R CIM AND - - AMC Desien UrouD. Znc. �oFaiof SLOPE AND DRAINAGE REPAIRS CITY OF LAKE ELSINORE SHEET n G.M L STATE LAWS AND HA,L BEEN FOUNDYCLr /+,,._E '- A t 1 Engineered Solution -- - 14, C:N..Map7u Suite St,Su 104,Corona, CA 92860 `� AT VARIOUS LOCATIONS i(351)549-8100 �:(aSi)54e-e102 w �^VID C05PER m GENERAL NOTES AND DETAILS _ ¢Ho. 38022 A BENCH MARK: SEE PLANS OF 13 SCALE: sHEErs Z-1'.r^201 Z ° Exp.03 aiLs s ELEV.: SEE PLANS KEN A. SEUMALO, RCE No. 56915 DATE DAVID M. COSPER, P.E. PRINCIPAL DATE SEE PLANS - FILE No. DIRECTOR OF PUBLIC WORKS/ CITY ENG NEER R.C.E. 38022, EXP. JIJ112013 E`OF cnC" C7Y OF LAKE ELSINORE DATE: FEBRUARY,2012 2011-062 APN:378-262-065 APN:378-262-056 16780 HUNT VACANT LANDS CONSTRUCTION NOTES Y - Q PROTECT IN PLACE. EXIST.R/W i CONSTRUCT TYPE G1DRAINAGE INLET PER CALTRANS STD. PLAN D73 _ _ _ __I _ _ � �_ _ - O (H SPECIFIED ON PLANS) WITH TYPE 18-8C GRATE PER CALTRANS — `f` _.... -.... STD. PLAN D77B. CONSTRUCT 24" CORRUGATED STEEL PIPE PROFILE ON THIS SHEET. - ! -71-1\1-`--IT--R VIST. 7 _ - �- CONSTRUCT CORRUGATED STEEL PIPE FLARED OUTLET PER CALTRANS / STD. PLAN D94A, TYPE 1 (24"DIAMETER). EP -t 1t CONSTRUCT PCC RETAINING CURB PER DETAILS ON SHEET 2. CONSTRUCT 6"PCC DRIVEWAY SLAB OVER 12"COMPACTED SUBGRADE. HUNT A V E \. / W - 18 CONSTRUCT 24" THICK LIGHT CLASS UNGROUTED RIP RAP. A, REPAIR EXISTING SLOPE FAILURE. 1 •� { P 261 ii 1 — — ---- - - o `� - HATCH LEGEND I -� 4" WAT �. r HEA N PCONSTRUCT PCC CONCRETE 4 W=-- W— >r-� 4"W— --f�. .- CONSTRUCT RIP RAP 10 7058. . __. S �.>` -P •'�3 G1� , -__. - -- - - — _ REPAIR EXISTING SLOPE FAILURE ATCH O:.N - v> ._ 2 057.3 ES ' ATCH JOIN a :; 17 1 8 1047,39NG -�.` -- - 11 EXIST Y DEMOLITION/REMOVAL NOTES -- o F,- FINISHED - - GRADE "1 NEATLY SAWCUT AT NEAREST JOINT FULL DEPTH, WHERE APPLICABLE 1 7. DES I ,, ,0 �; � - - R PCC H JOIN 6.6' i �� _ �2 REMOVE AND DISPOSE PCC CONCRETE _ �I 31LF 1 T 67 > �s -...... 1045.-30 _ - - _ / = 2 II - 4955F 2 1255y _.I�, 5NG)_-•.- 104 .48FL — PCC o34.9 �7LrF (1040.10NGS'- URB 1 9 JillL6 Ba 1045FG- _G —__ _- - OgpA, ' . 0 .ION 1 5 1055.60ES — �. ---- er ��s - 5. a � I � 0 iz V MA "jj7�su II1 ' I II- I? 1V T'0�4T7�6 — LINE OF E TABLE 0 1055.3 PAR LENGTH BEA RINGrc Jol SLOPE, -- LINE II C L1 2 .04' N44'25'01 E101 i SL2 4.15 41'32"W L3 4 S6433'15"W L4 0.27 S18'S0'02"E78-263-003 32 ?APN:378-263002 APN:3 � 3 AP 263 005 — DS If LLI I Ij/^� V/ ✓ \ L5 786 S41'00'56"W16769 HUNT 16777 HUNT VACANT LANDS VACANT LAN S4937'32"E N 1483257 103630NG I L6 0.24' E5177 L7 2.50' S40'51'59W 10 _ 2665LF 240 CS� P E L8 9.75' S4859'02°E 8.89, N41'00'58"E(1055.05 LL190 9.99' N41'00'58'EIC 1 / LLBEGNU MAT _ 1,0000 - L11 31.07' S48'59'02"E L=40LF L12 31.31' N25'5437"W HUNT AVENUE 1 HAGUE STREET IMPROVEMENTS LINE "A"PROFILE L73 11,1 89' N21.02'37" GRAPHIC SCALE HORZ. SCALE: 1"=10' L14 10.00' N21'02'37"E a o VERT. SCALE: 4"=4' L15 13.33' N21'0237"E 8. s1 L16 41.06' S2T59'21"E - ` t j ..�-Jill P�1 1 1 inch= 10 k. CURVE TABLE__ _ CURVE RADIUS LENGTH DELTA TANGENT C1 5.00' 4.10' 1 46'57'14" 1 2.17' C2 1 5.00' 1 11.43' 130' '0 "1 10.96' BASIS OF HORIZONTAL AND VERTICAL CONTROL: MONUMENT NO. NORTHING EASTING ELEVATION DESCRIPTION • - 250 5109.95 14,556.77 1000 CP NAIL IN SURFACE AC PVMT ON HUNT 251 4703.94 14,831.66 998.74 CP NAIL IN SURFACE AC PVM'T ON HUNT 252 4767.20 14,791.31 1000.28 CP NAIL IN SURFACE AC PVM'T ON HUNT 253 4788.19 14,777.90 1001,09 CP NAIL IN SURFACE AC PVM'T ON HUNT 254 4932.17 14,679.37 1004.78 CP NAL IN SURFACE AC PVMT ON HUNT 255 5281.50 14,486.20 1005.79 CP NAIL IN SURFACE AC PVMT ON HUNT 256 5045.40 14,597.08 1DO2.04 CP NAIL IN SURFACE AC PVMT ON HUNT COORDINATES SHOWN ARE BASED ON A LOCALIZED SYSTEM AND DO N07 REFLECT A STATE PLANE SYSTEM. MARK REVISIONS APPR. DATE THESE PLANS HAVE FI v RFV E EJ PM TGAPD/OR CITY ANDLIANCE WITH s � DEC Design Group Inc. Q01zo SLOPE AND DRAINAGE REPAIRS CITY OF LAKE ELSINORE SHEET EFEFORED BY SEA APPROPRIATE CONDIT-ONS OF DEVELOPMENT A PotaI Engineered Solution Oyg< STATE LAWS AND HAVE ?jEEN ;OUND ACCEPTABLE s� X AT VARIOUS LOCATIONS 47�( Maple St,Suite 104, Carona,CA 9ZMO 549 0100 FX. (951)549 810z SITE IMPROVEMENT PLAN � OAVID COSPER m w m ---- 13 "�. 38022 _ A SCALE. BENCH MARK: SEE PLANS HUNT AVENUE/HAGUE STREET OF sHEETS os s1 1s � ELEV.: SEE PLANS KEN A. SEUMALO, RCE No. 56915 DATE C M. CO PR, P.E. i�2RINCIPAL DATE '�4jF Ivi1- oq�`@ SEE PLANS FILE No. DIRECTOR OF PUBLIC WORKS CITY ENCNEE RC R 3 E OF CAVE 2011-0L72 CITY or TAKE ELSINORE DATE FEBRUARY,2012 APN:378-181-083 16352 ULMER EXfsr. �1/ t i es _ _. GFINIH RADEED F / EXIST.Ivta /fv� J' - EXISL Fe- low�Q �ry R1W APN:378-181-071 / / �j -sy=EXIST EP ExrsrEXISTINGc Z m �° c 3 16850 ULMER f ��' APN:378-182-0.52 - - GRADE UND L 16867 ULMER -__ _ - ' \ TEL . it LIMITS OF S*0�©5 - 2 - _ UNDG. GRADING 1 / ~_ - 1 k VVV ..__.. ,__ .. 9 Rs Fs CAN. i �... o u,,.. EUNDG411 - - - 34 5 IST. EP -�� � '\ + + _ . . z 6" R % ++++ +++++ ++ 995.001NV .1 °' $� - �� SM. PP 1 - +++ LIMITS OF L 1 -99EI FG � - EE. g,�S 1 + r GRADING 1 19 . -B.F - i,-T�\ 9. A \RISE 1 - } 4. 1 w,Mij t000.00NG y7 J N '/ -TREE.�1. `J 'T -- - °'� 15 V ( JOIN ER 1 100d.00NG � \ s M 1~ � 9` i/ �- Qom_.,..Ia„_ Q'n pF' 7 1. �� �``� 13 DETAIL ON \ \° \�"��.��/ ,,,___Ill s IST. EP ✓' _.. _ SHEET 2 i ! i �/ _. PIPE - ((( v�rn v>m mrn{ _ 1 3.42' 39.59LF 24" CSP PI CP 8 999.67EP , L=40LF S VEWAY -� 1+50.00 1 SIGN O L w, N-49b2.03- 05 /'�L=28LF i (999.58EP} AF UN Gl'' P , DETAIL �..�-•-"�' ',-- 1 Ca" . LINE "B"PROFILE - .-._-- 94.7INC' SHEET 2 \ C - - HORZ. SCALE: 1"-10' N 4984.37 - - ,.-` - CAN A / - - - VERT. SCALE: 7" 4 i E 5040.36 .--a� ✓ 1 - - �(1000.00EP) HP j� (8 5T991.40NG) �" 3 �X ./ 3 18 NOTE TO CONTRACTOR: ALL UTILITY CONFLICTS ARE APPROXIMATE - ..� BE&1N BERM TRAfi. 8 NG}-" LOCAT(0 CONTRACTOR INSTALLATION.VERIFY LOCATIONS PRIOR TO -L 3LL / _ LIMITS-OF-� �l % 1 8"W T RV SLOPE REPAIR NS _ '_ ,i 1 A -Q V I� HALL FIELD r �- -- �3 N so4s.o _ u " �' 1�3� as �v v ;I 1 CONSTRUCTION NOTES HATCH LEGEND --EXIST.R/W --- (999�96EP) / ��-- 990.60NG BEGIN, CONSTRUCT TYPE GMP STEEL PIPE INLET PER CALTRANS STD. PLAN CONSTRUCT AC - _ - END BERMTRANS. yf�Y !' 1 �, ApN:37$-ZZ.QQZ �3 D75A (H SPECIFIED ON PLANS) WITH TYPE 36R GRATE PER CALTRANS STD. PLAN D77B. - \\ -.19 � 991.00FG �y'� � a V <, �� `� A � \ -a\ � VACANT LANDS t - - -- ,, CONSTRUCT 24"CORRUGATED STEEL PIPE, PROFILE ON THIS SHEET. E`- --� CONSTRUCT.RIP RAP 142Af 37T F 1-021 `l_r / /.>' � L z \ ' r ^' VACANT LANDS 1• NGC;, TREE 1 \` t ` ,\. 1 WIRE - O CONSTRUCT CORRUGATED STEEL PIPE FLARED OUTLET PER CALTRANS �` `- �� G N4223. 95 4 t 998.94 9 �• PLAN D94A, TYPE 1 (24"DIAMETER). I -- - FALM 13 GUY \ _- - E 5084.64 \ { 13 CONSTRUCT 6"AC BERM PER DETAIL ON SHEET 2. + GRADE TO DRAIN 991.5 FG (999.28EP) 1 } - +++- + + N 4893.4 CONSTRUCT 0"TO 6"BERM HEIGHT TRANSITION PER DETAIL ON ---- - _ --- `-- LIMITS OF N 4902.83 �\ V �� /� \ 50 5.2 \ �` 15 _ ` SHEET 2. ` ..\A-365SF (998.17EPj LIMITS 999 00EP END BERM { r SLOPE SLOP R } \ { r� 18 CONSTRUCT 12"FULL DEPTH AC OVER-12" COMPACTED SUBGRADE REPAIR EXISTING SLOPE FAILURE REPAIR I 19 E 508245 \ \ v 1` { 38. 5%) ��� fy V -- 19 CONSTRUCT 24"THICK LIGHT CLASS UNGROUTED RIP RAP. 1 21 GRADE TO DRAW. \ O DEMOLITION/REMOVAL NOTES �(985NG)'`. -- -- m� REPAIR EXISTING SLOPE FAILURE. Ot NEATLY SAWCUT AT NEAREST JOINT FULL DEPTH, WHERE APPLICABLE. _ � 984. ON .�° 6" REMOVE AND DISPOSE ASPHALT CONCRETE SURFACE .� .9�_\ REMOVE AND REINSTALL TRAFFIC - Q '. `� v1 1= �� ••� 0 C SIGN. N 4888.511 _ 507 .5 73 BASIS OF HORIZONTAL AND VERTICAL CONTROL: � �.7 �E998.22EP) I� --- - Af'At 378251-022�v I GIB eqR� 1ST RW �/ EX �"DACANFL�AIDS LINE TABLE MONUMENT NO. NORTHING FASTING ELEVATION DESCRIPTION -- --' `� �`, �� I 998.81EP i I ----- - 23 �c_ _ 1 _ Z6.20NG Ci I EXIST. EP - - LINE LENGTH SEARING i - °' ,I - 1 5053.19 4978.93 1000 CP NAIL IN SURFACE AC PVM'T ON / 987 OOFL`- N.4877.74 _ i� 1 I L1 43.01' N67'00'30"E ULMER NEAR HAGUE ------ --- / i _l` ,98ZSOF^ E 5012.49 OD J - . G (699.ODEP) 13 L2 17.7r' S54'20'38"W NCE 1 i. , t I '�� L3 CP NAIL IN SURFACE AC PVM'T ON f' / ' _ 1294` N12'S9'30"W 2 'S090.86 4892.64 998.67 LIMI OF EXIST. EP TS , TREE _ HAGUE SOUTH OF ULMER INT. SLOPE REP 15 21 90' S81'26'O6"E EXIST.RIMY. �. 44.35' S76'2T38"E _ _ _ CP NAIL IN SURFACE AC PVM'T ON i;. •t L6_ 5.71' N25-18'44"E 3 5058.43 4798.66 1001.9 HAGUE _ -) L_7 44.03' N64'41'22"W N 4067.40 APN:90 HAGUE 15 E 5067.44 20 i - CP NAIL IN SURFACE AC PVM'T ON I 29390 HAGUE ((999.43EP 29" L8 35.00' S70-0225"E 4 5174.26 5063.35 1014.80 ULMER NORTH OF HAGUE INT. WNW BERM TRANS. 4O' �S L9 10.00' N6700'30"E ENDLBERM �l- I' 5 5175.63 5082.17 1015.63 i"IP W/LS TAG 3698 IN CONC. CURVE TABLE ON LEFT SIDE ULMER N. HAGUE INT N 4564.32 E 5066.10 CURVE RADIUS LENGTH DELTA TANGENT 7 50.33.67 4989.79: f000.06 CP NAIL IN SURFACE AC PVMT ON (999.54EP) HP - Cl 5.00' 5.88' 67 0'08' 3.33' ULMER WEST OF HAGUE END BERMTRANS. C2 54.99' 2.70' '49'01" 1.35' 3/4"IP NO TAG AT INT GUNNERSO. HAGUE STREET I ULMER STREET IMPROVEMENTS C3 5.00' 6.2 ' 71'15'37" 3.58' 8 5000 5000 997.33 & ULMER FLUSH WITH AC C4 5.0C 7.16' 8 '00'51" 4.35' GRAPHIC SCALE C5 30.99' 1.96' 3'3724"- 0.98' 10 4844.58 5096.83 983.20 1"IP NO TAG ON ULMER WEST OF C6 5.00' 7.85' O'00'00" 5.00' GUNNERSON &ULMER INT - ,mcn �a n COORDINATES SHOWN ARE BASED ON A LOCALIZED.SYSTEM AND DO N07 REFLECT A STATE PLANE SYSTEM. MARK C� PREPARED R" SEAL SLOPE * ry q p� q REPAIRS p�+ MARK REVISIONS APPIv• DATE APPROPRIAT€ CONDITIONS OF EWVELLOPMENTOAND/OR CITY AND r� - AMC Desi¢n Gro n. Zne. QgO4E50Nq SLO EAND DRAINAGE REPAIRS CITY OF LAKE ELSINORE SHEE STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE A P te1 Engineered Sol ton t AT VARIOUS LOCATIONS N;`.Mep1.St,SuiW 104 C.-, CA 92680 L9 Y 549 8188 PX (961)549-8102 W O�VID COSPER m SITE IMPROVEMENT PLAN 13 380'2 P SCALE: BENCH MARK SEE F ANs ULMER STREET/HAGUE STREET °F SHEETS � Z.-kf-2012.- * Eap.03 31 is 't ELEV.: SEE PLANS KIN A -MALO, RC- No. 56915 DATE DA ID M. COSPER, F E- - PRINCIPAL DATE '94F I SEE PLANS FILE No. R.C.E. 38022, EXP. 313112013 F oI cap\�°Q D'PECTOR OF PUBLIC WORKS/ CITY ENGINEER 2011-062 C1T;' OF LAKE ELSINORE - DATE: FEBRUARY,2012 APN:378-263-020 APN:378-263-019 16792 LASH VACANT LANDS EXIST. EP EXIST RNV APN:378-263-018 VACANT LANDS APN:378-263-017 APN:378-263-011 APN:378-263-012 APN:378-263-032 APN:378-263-016 VACANT LANDS VACANT LANDS, VACANT LANDS 17862 LASH 17866 LASH t S GRATE 998.7 TG rUND UNEXIST.RNV 1 ELP I / L T--__ T--_' -'T-__' T--__ .... _- __..__-__f-.___.,___._.._..� _.__.. ____ - T __.. _._ t M _�W 15 \�� ',.."-�, _ _ (lU ; t CP 7...`a._ �MB TEXIST. EP �T -�= -- - 7vG_ �� � 17 I LATISH fI Ai�`E II / I'�R r'R l� l - .. =` .� -0, , _ _��,--mac--,'-'�F� 1034.7 EP 0 1 1 I N� XIST�\'EPA -1103245EP 5TB1 17 A=130SF (W LU 32 30T8 20 5 U) EXIST. EP - ..- - .�. - z 1 Q31 SOEP 21 E D /j P _ EXIST.R/WJ � r�- 73 j10#t3.19EP � -- 7007.04EP. 7011. 7 �C� 1017.28F� � `. f. �.. t �� 0 10 2:b4EP s 7 023.44EP � �� 1028.06tP LIMBS OF---""�� '� 8.6 � 1 UNDG. 13 GRADING i C) 15 E 414 17.6.8 7 \�T\=� P 186 7 21 7 L=6L - - -- .._ ((999.20EP) CABLE 1030.02EP L=3L BERM TRANS. T' / RISER t MATCH JOIN L=3LF � - - /-- i 3 N 10016.08 pp APN:378-264-022 / / / / EXIST.RAN / 1 VACANT(ANDS 4149.60 � - (999.25EP) BEGIN BERM L=676LF APN:378-264-001 APN:378-264-002 APN:378-264-003 APN:378-264-004 APN:378-264-005 APN:378-264-006 APN:378-290-024 CONSTRUCTION NOTES END BERM TRANS. - VACANT!ANDS VACANT LANDS VACANT LANDS VACANT LANDS VACANT LANDS VACANT LANDS 30901 RIVERSIDE Oi PROTECT IN PLACE LASH STREET/HUNT AVENUE IMPROVEMENTS 13 CONSTRUCT 6"AC BERM PER DETAIL ON SHEET 2. - CONSTRUCT 0"TO 6"BERM HEIGHT TRANSITION PER DETAIL ON 15 SHEET 2. 17 CONSTRUCT 3"AC DRIVEWAY SURFACE OVER 12"COMPACTED SUBGRADE. \ 21 GRADE TO DRAIN. 23 REPAIR EXISTING SLOPE FAILURE \ HATCH LEGEND ` \. :..1ST. EP - _ CONSTRUCT AC APN:378-263-016 - i 17866 LASH' ' _ /// EXIST.RlIN 1 �� •,,,�� + + '.GRADE TO DRAIN t UNDG. EXIST.R)W \ \ I T LE EXIST. EP - (^ \ - _ -' REPAIR EXISTING SLOPE FAILURE EXIST. EP �`?� -- EX15T EP DEMOLITION/REMOVAL NOTES _ SIGN 1 NEATLY SAWCUT AT NEAREST JOINT FULL DEPTH, WHERE APPLICABLE. Lu _ -� U 1 Kf �i / WV K^/K^/ �'N.9`�6756 - - - 1 °T REMOVE AND DISPOSE ASPHALT CONCRETE. LASH A V E �E 4791 38 i WV V �� P 1 'n 3 W _ ro _ _ _ � 1 1041.76EP) V 1 w C? 23 1 a 1 BO 1 1 _BASIS OF HORIZONTAL AND VERTICAL CONTROL: 44 1 C35FQEP BO 135.96E J i cry - EXIST. EP BO CP 126 t E 4 - \.-=y Y ___ _ __ _ MONUMENT NO. NORTHING FASTING' ELEVATION DESCRIPTION Z 1034.73EP t ii --((1040.96EP) ,.� ,,.� -.._.._...- " (lO4pNC: 1i - (� 1019.45EP N (1035 \ �- BO J ��- - - - - - - - - - - - - - ..103390NN "'R', _ "- IE"T. EP 1032..50NG ^+ - _ _ - 126 4732.35 9964.05, 1039.15 CP NAIL IN SURFACE AC PVM'T ON T7EXI-ST 20, J "N 9971.30 127 4480.84 9966.81 f026.84CP IL IN SU WEST OF HUNT TNT R� CP NAIL SURFACE AC PVM T ON 4 u3UNG) - "-F 4819.48 EXIST RAN LASH +/- 520' WEST OF HUNT INT ( O ^->, _ _ (1042.05EP) HP 4 p, ( - _-_- ��'.. END BERM TRANS 128 4831.95 9972.77 1042.08 CP NAIL IN SURFACE AC PVM'T ON _ Ocl _ �, LASH +/- 170' WEST OF HUNT INT APN:378-264-022 APN:378-264-008 / APN:378-264-009 O / l O 1 yy,am`� i N 9 71.0 VACANT LANDS l VACANT LANDS I VACANT LANDS / ry� / 14��`<.T`1 � � :7 tsF�, Q`?ONG, E 4816.5 15 129 4822.67 9986.72 1042.65 A' yj S CP NAIL IN SURFACE AC PVM'T ON 1 1 ^ N Q- (1042.04EP)) HP APN:378 264-014 HUNT+/- 178' WEST OF LASH INT BEGIN BERM TF2ANS. VACANT LANDS PkPVP P;PVP ��;P�P ^'�� L=3LF 4"IP NO TAG ON HUNT ,0 END BERM 130 4845.46 9983.82 1041.67 3�_ 155 WEST OF LASH INT LASH STREET/HUNT AVENUE IMPROVEMENTS 132 4849.69 9978.02 1042.09 � +�N SUR152'ACE AC PVM'T ON WEST OF LASH INT GRAPHIC SCALE 133 5000 10000 1035.35 3/4"IP NO TAG FOR INT OF HUNT AND LASH FLUSH IN AC 'IL�l T - 186 4525.29 9938.38 1027.30 LA SO IRON STAKE ON LEFT SIDE 1 n- 20 s. LASH +/- 480' WEST HUNT INT 1707 4282.48 9991.42 1005.79 CP NAIL IN SURFACE AC PVMT ON LASH +/- 720' WEST OF HUNT INT COORDINATES SHOWN ARE BASED ON A LOCALIZED SYSTEM AND DO NOT REFLECT A STATE PLANE SYSTEM. P �-Pq cS FVv SEAL DEVELOPMENT ANCE WITH THE SLOPE AND DRAINAGE REPAIRS CITY OF LAKE ELSINORE SHEET MARK REVISIONS APPR. DATE THESE P REPLAN: HAVE BEEN OWED FOR COMPiAN WITH D , . = via P �t �., A T tel Engineered Solution STATE LAWS AND HAVE `� f b -� _ AT VARIOUS LOCATIONS SITE IMPROVEMENT PLAN 13 140 N.Meple St,Suite 104, Corona, CA 92880 ppVID CO ER m G 9,5Fj-548-8100 FR(951)649 8102 ,,, 38022 SCALE: BENCH MARK SEE PLANS LASH STREET/HUNT AVENUE OF 4 Ex0.03 31 13 'y ELEV.: SEE PLANS SHEETS KEN A. SEUMALO, RCE No. 56915 DATE DAVID V. COSPER, P E. PRINCIPAL VAT[ l IVI Pip SEE PLANS - FILE No. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER i R.C.E. 38022, EXP. 3j311201.3 P OF cA��EO CITY OF LAKE ELSINORE DATE: FEBRUARY,2012 2011-062 ,5-fW-007 / APN:375-183 043 Il 21 I 928.SOA��. 17326 LAKEVIEW (929.1 1-- N 19640 34 B9 2 w� EXIST. -- -- EXIST RNY 3 E 5119 7 . '�� N R141/ -- - -T UT. EP l 25TG$26- � 926.68EP � - -� - � --� � -- - a a z ( ll' ~F` HER .---- - - _- `._ �._�... _----- ----�--- N N II. -95SF 18 3 / '�.: 6 L 70LF ---. _. 18 - - - - 11 RYAN A V E INE L6 __ . -- _ _ - --- - - -- - L= F L=f2 F �q. �•h 20 --��- - J L {N DETAIL ON ✓ JOIN _ = 3LF � SHEET 2 ` ------- 80 ✓ ./' SHEET 2 L- ew - -'- --' - - - --- - -- -- - - ---- ----------- N 19628.17 - t FINIS £D � - Xi5T. EP (927.09EP) _-_ --__--- (925NG)--- - 926.95EP _---___---- ( ) - .(925NG)--'�--- TEt.E. 192 _ ---- --- - -- --- --- -- - - - - ._- - _.- -_ ---- - VA _ _ _- -- „ 4.00N - -`- �-- � 9 0% {. 6., WATER -978.7 -- 8„W � - 922.40NG * .. .. TREE .---I-- -- -�----- -- �-: -- - - G DE ;- 922.30NG ',+�+ +-.. '+- , '-- FINISHED I - 0.0694 N t 9822 02 '-GRADE 5-r-' u 8"WA 1 I "-"� ++ ++++ ++ + + 7 E 5082.52 �---�1�WOO�D� - - - f - ---{-- - - - - - _...- - - + ++ + ++ 2fN:� 915.14INV / LINK - _ - _ �_.._.�i--' EX STING + �' FENCE - - GRADE _F a +'-.- _ ��� 1 - -- - __ ` + + + +` + ' + -� t -- (92�} +� + + + + + � + + - r o /I j LIMITS OF ++ + ++ ++++++ ++++++� � ✓ _ CHAIN j�N p p6,) - GRADING _K-+"- - _ W ++ �' ,o FENCE -�0' 5 a _ - -- - - - - - - - x + � � N - - _- _� ,_._-- _-- -- -(8 ` )- -5. i, + + �+�++ + \ 2 V 1+�--"� � 2.B" 4.9' 3.42' + ++� r + + 1+00.90 1+50-00 2+00.00 2+50.00 LIMITS+QFk V i ✓ _ tr n SLOPE +++ � ` /_u ,. Av375-1sa-oD5 LINE C PROFILE• REPAIR ++ + V✓ �� E C' 5-r - 17373 RYAN HORZ. SCALE: 1" 10' APN.375-184- VERT. SCALE:.7"-4' VACANT LANDS NOTE TO CONTRACTOR: ALL UTILITY CONFLICTS ARE APPROX&ATE )++ + +++ _ ✓ ✓ Z1 .�,,.- f + + I + •. ^���� LOCATIONS, CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO \ + ++ + %'�- ✓ '$f ,S1V `��\ INSTALLATION. - R 1 ++++ + � \ : � Gay* •\�� �' _ - - - APN:375-184.002 API+I:IM3-384-A03 _, ++++ + v v' + � VACANT LANDS VACANT LANDS - , + \ +APN 375 184 �� +++VACANT LANDS 1 \ ----- T Y�R CONSTRUCTION NOTES LINE TABLE ✓\ + V - i PROTECT IN PLACE. + -_ + LIMITS OFSLOPE LINE LENGTH BEARING ✓ ✓/�✓ + �' REPAIR+ + + +y" (� CONSTRUCT TYPE CUP STEEL PIPE INLET PER CALTRANS STD. PLAN + + + + ++.. + - J D75A (H SPECIFIED ON PLANS) WITH TYPE 36R GRATE PER CALTRANS L7 13.21' N76'22'1I" \` '+ + ++ + STD. PLAN D77B. 23 /� 5 V _ - 914.50NG L2 112.50' N37'22'11 ~ (9.11. ONG�-_.I u k y ,_+ '+ + r + ++ + * +++ I ® CONSTRUCT 24"CORRUGATED STEEL PIPE, PROFILE ON THIS SHEET. L3 41.60' N63'52'1 I T + ++ ' ++ + �+ + + L4 19.51' N63.52'1I 4 ,- `,� �% ✓'� 4t-,++__'"++++++++ ++ 1�' - Q CONSTRUCT 24"CORRUGATED STEEL PIPE 2230' ELBOW (MINIMUM L5 12.98' N63'52'11 E + + 1�,\\ 2 PIECE). L6 3.83' S48°52'48"E �6970 NGJ�� t' � ✓\ � +++++ + + +++ + +++ 1 C�IN � CONSTRUCT 24"CORRUGATED STEEL PIPE 45' ELBOW(MINIMUM L7 6.02'` N41'08'43"E - \ (21+�+++ ` + 1 I\ FENCE 2-PIECE), La 9.39' S39'58'20"W + V L9 6.91' N57'33'O8"E 910.10NG � ✓ ++++ + + LINE "G° + - P _ CONSTRUCT CORRUGATED STEEL PIPE FLARED OUTLET PER CALTRANS - + '+•,:r L10 1 .7T N42'78'S0"E * x STD. PLAN D94A, TYPE 1 (24"DIAMETER). Lf 1 14.95' N2926'06"E + EXIST.RPoY 18 CONSTRUCT f2"FULL DEPTH AC OVER 12" COMPACTED SUBGRADE. - I ��✓ �% �,/ ✓ � ++ ++ +��+ L12 13.3T N36'12'32" 1 ✓/2 ,'� ;; ` + + ++++++++: 8.•N'19525 96 '�'� �1 i PP 20 BACKFILL EXISTING STORM DRAIN PIPE WITH 2 SACK CEMENT SLURRY, L13 35.00' N36'12'32 _ - i Ar LIMITS OF X + + E 5023.95 911.00NG 21 .GRADE TO DRAIN. _ L14 15.00' 25 '4T 'E - SLOPE REPAIR I � '� ✓� � `"�'+ +++++++ 907.471NV 1'< - \ + ,.T ter, 23 REPAIR EXISTING SLOPE FAILURE. - ++++ ++ ++ N 19522 85 ++ _ _ CURVE TABLE - - + E 5011.12 �. - - HATCH LEGEND 9U6 501Nv + (g10NG) CURVE RADIUS LENGTH DEL TANGENT + a 909.00hG, `r` /. _ _ i//� C i 5.0 ' 7. 5' 9 00'O0" 5.00' -t" 17 ITS OF _ ,� i /-/ CONSTRUCT AC �- T V o�� - �.�fi + + +✓. GRADING `�. '�✓�i� 07 1 bF6 06.70Nc + +: ��� 4..87_ HORIZONTAL AND VERTICAL CONTROL: + + --� + GRADE TO DRAIN BASIS .1 N _r- + , t --- - 1�-- /✓ \ �- + 90 2 FLU d� _+ f - ..-� q} MONUMENT N0. NORTHING EASTING ELEVATION DESCRIPTION - -- _ �/ ✓ T/Y` �.+ 06.30 REPAIR EXISTING SLOPE FAILURE CP NAIL IN SOUTH SIDE AC ON UNITS OF - N - �✓`' '� 903.85E s +-, -� _ '..- 528 5082.85 19,644.83 927.10 RYAN WEST OF DRAINAGE LOCATION �'Tali7AJ0 (�� ' � ,�� � -r,.+xt+� -�c" 905.6 P EXIST. EP EXIST.R/W -797131t)NG) w, `��✓ Y- �. +- =--Rc `�` �� O DEMOLITION/REMOVAL NOTES 535 5136.28 19,604.21 927.15 OR NAIL WILS TAG 7131 IN AC ON DRAINAGE LOCATION FLOW I '` LAKE S H ( ''/ 1 NEATLY SAWCUT AT NEAREST JOINT FULL DEPTH, WHERE APPLICABLE 904.26EP / (, ' CP NAIL IN AC ON SOUTH SIDE 924 5202.36 19,392.84 909.83 / 2 REMOVE AND DISPOSE PCC SURFACE. LAKESHORE t 950' EAST OF S17E 24't 7 / „�^" � I GRAPHIC SCALE O _.�c' l :� �-' - I �" _1 O3 REMOVE AND DISPOSE ASPHALT SURFACE 1"IP ON SOUTH SIDE LAKESHORE I -T --i - 22D3 4936.07 19,526.71, 905.07 AT NOSE RETURN DIRT RD TO LAKE E� � ' © REMOVE AND DISPOSE EXISTING PVC PIPE. AT AVENUE/LAKESHORE DRIVE IMPROVEMENTS n io `8 REMOVE AND DISPOSE TREE. COORDINATES SHOWN ARE BASED ON A LOCALIZED SYSTEM AND DO NOT REFLECT A STATE PLANE SYSTEM. 1HESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE EPAHEL 3Y - SEAL SLOPE MARK REVISIONS APPR. DATE _ DMC Desian Group. Inc. SLOPE AND DRAINAGE REPAIRS CITY OF LAKE ELSINORE SHEET �+ STATE LAWS AND HAVE B OF DEVELOPMENT AND/OR CITY AND t QpAfE5Sl0/ya v A Total Engineered Solution ` AT VARIOUS LOCATIONS - - STATE LAWS AND hA✓E BEEN FOUND ACCEPTABLE - 4U 17 Maple St,Suite 104, Corona, CA 92880 ^+- OPS (951)549-8100 FX (951)549 8102 �^ m _ SITE IMPROVEMENT PLAN 36022 A SCALE: BENCH MARK: SEE PLANS RYAN AVENUE/LAKESH©REDRIVE of 13 SHEETS o: 10/i 0331 13 + ELEV: SEE PLANS SHEETS KEN A. SEUMALO, RCE No. 56915 DATE 8 DAVID E.R C. M, C OS E .PXF 3/31/2 BINCIPAL DATE `�qrF yeA\ ��Q' SEE f LANS FILE No. DIRF_CTOR OF PUBLIC WORKS/.CITY ENGINEER 2011-062 ----- CIFY OF LAKE EI SINORE DATE FEBRUARY 2012 15 3 1119 g 021. '� � / 't � / �/ �' �''� // CONSTRUCTION NOTES 57 r/99Z 5r'G .j/ : ,� OSF j 13 2 f / 1, O PROTECT IN PLACE.-------- 98650INV /' + , r =18LF / rr ?1 3 18 ,,//GIN PER CONSTRUCT TYPE GMP STEEL PIPE INLET PER CALTRANS STD. PLAN (994.00NG) /' ' /bETAIL ON 1 \ �3 D75A (H SPECIFIED ON PLANS) WITH TYPE 36R GRATE PER CALTRANS APN:375-202,,831 - r' 1 SHEET 2r \ 'C 1 f STD. PLAN 077B. VACANT LAND S.D. GRATE CONSTRUCT 24"CORRUGATED STEEL PIPE, PROFILE ON SHEEP 13. /" / N 19483.14 \ 8"WA R 1 J f / ,\ N \/ ff - CONSTRUCT 24"CORRUGATED STEEL PIPE 45' ELBOW (MINIMUM / L�16LF E 58 i 4.22 8 To PE PER - - Y� 93.86EP) V (995.29EP) VI DETAIL ON/ /��- > �� / '.END BERAA�d TRANS. �\ q CONSTRUCT CORRUGATED STEEL PIPE FLARED OUTLET PER CALTRANS _ SHEET.'2/ / / \ \ STD. PLAN D94A, TYPE I (24"DIAMETER). EXIST.R/W i , f \ \ \, N 19482 82 \ O � / s gs�� 13 CONSTRUCT 6"AC BERM PER DETAIL ON SHEET 2. / ✓ �' 7 -END BERM '� \ EG N BERM•TRANS. \\ - CONSTRUCT 0"TO 6"AC BERM TRANSITION PER DETAIL ON i" / / \ f� {� _ 15 SHEET 2. - 6 8 PVC 993.48NG \ CONSTRUCT 12"FULL DEPTH AC OVER 12" COMPACTED S BGRADE / --1,}19466.24 l'` ' S 0 � �� � � $_. B 5-1.03 04Q„ ��'\� 19 CONSTRUCT 24"THICK LIGHT CLASS UNOROUTED RIP RAP. J/ l 766 APN: B i A 983 7 07N✓ 7,.7{541 BARKSCHATT K 'S EXISTT EP .- C r � �-�s. .� \, - "� � '�`I'S V A _ 21 GRADE TO DRAIN. 47 A-6 REPAIR EXISTING SLOPE FAILURE. r 7 G 1 4 985d1G) � a 23 108 �i ' / A%� � / a r55v \ HATCH LEGEND r OF 13 0- /\ � -� X j 1 2 5' .,LOFT REPAIR -v_ _ A X� CONSTRUCT AC- EXIST EP-� A� A A ,� CONSTRUCT'RIP RAP _ Fit - "D"� V - + GRADE TO DRAIN + �(g ` '�. �, sr/ ✓ / i / LIMTS OFJ _ .�, .� r N 1 474.2 fi3./ // / f / I SLOPE REPAIR \ / \� ,`, ,:` \ ` .\\ - -- _ - REPAIR NG SLOPE FAILURE pG)' (99�4 P) / /" i/// �l/ I v� EX15TI E BEGIN/ Ef7M / 9 1. ONG V A V .,.•' EnfD BERM TRANS f/ t" ✓ f/ ` / / / I j 'y 6r9% - A V �. y DEMOLITION/REMOVAL NOTES EXfS7. r i f ,,/ / / -� ' s 70 G 1 {)iX � / / 7 \ V A v. v �J - _ - P1 19474.84 / / ✓ ✓ A V A A �; 15 , / / / ,- / e/\ \ A V \ �•V �1 NEATLY SAWCUT AT NEAREST JOINT FULL DEPTH, WHERE APPLICABLE. �r E 5709.1 ` (99563EP)" // p1 1� 1X \1 A\ r.,q .�V - O REMOVE AND DISPOSE ASPHALT CONCRETE. i �. ' BEGIN BERM TRAN / / /I ✓ ,� / A F I� L=31F r / / i / /�� l /- \ a REMOVE AND SALVAGE EXISTING RIP RAP. yG+ REMOVE AND REINSTALL TRAFFIC SIGN. REMOVE AND DISPOSE EXISTING CSP PIPE. APN:375 203 029 v �AACANT LAND - %� � �\ ` � '. I•� '`\ ® REMOVE AND DISPOSE TREE. - r�g8 2 REMOVE AND DISPOSE EXISTING STORM DRAIN CRATE/INLET - i �� f /' / / / , .✓ X vv LINE TABLE LINE LENGTH BEARING - r �I>` \ it 121.52' N27'03'37"E L2 34.55' N I7.56'23"W �"� vv� � l'7�Ci �"` - L3 17.16' NI7'56'23"W ," � K 11. T �� �• �",, ',l y, 4. _ L4 15.82' S05:04'02"E - - - -I"" / f / / f�l// /' / � `�' '� \ - - L5 9.67' N2340'59"E ARPI 375103-027�/r/r// //Gt '�'j �j , \ \ Q. APN 37$2 031 g L6 12.98' N23.21'18"W 9 - VACANT LAND/ / / / y� / - $ NO - i '\S/ VACANT L�iD �• t I .� �. L7 74.68' N2T03'37"E ` L 5 ♦f ///> /� la,� Y / / ✓- ✓ f L8 38.78' N08'59'01"W NGIN04'36'08"W 1 r / 2 I - / /r. / C1hMT$ '� LINE a _ F SLOPE - � � 5 _ � ��'` _CU_ RVE TABLE - - , l9Q '. y 1' LIMI- t�E�� F_"iURt�€ RADIUS LENGTH DELTA TANGENT I �'\/ X SLOPE REPAIR Cl 10.00' 6.29' 36.02'38" I _ / AFfN.-375-203-028 i 22 r 65NG) Nf5358.02 VACANT LAND -(� = �/ l i r ✓ - GY �� € 32.37 __- g5N - 1 95!.00INV ` _ =�.•-ram .,' i/ /I r..r�9 �y ��✓ I �'�9'SSryC� 'EXIST V\/ 952.00NG 51 6DSF LIMITS OF �� _ _ BASIS OF HORIZONTAL AND VERTICAL CONTROL: 19 y t GRADING-- \ -_. - - ---------- + - _ r_ EXIST _fg55NG) - blyGF" _+� +t{+++ +-f l 21 q -_ -` `_ MOMAIENT NO. NORTHING EASTING ELEVATION DESCRIPTION R/I+V ----- - � s CP NAIL IN SURFACE AC PVMT ON / T<< -FROM 5 ---8'W` tST. t9R 57D8.54 19,35L92 785.12 CENTERLINE RYAN 8 W f -8'W 21 10' N 19348 30 �.. EP EXIST. E_- P f E 57 3.17 CP NAIL IN SURFACE AC PVM'T ON aP / {950.22EP) 1 4 1 (950.79EP) CP 928 1 537 5732.75 19,330.60 951.00 SOUTH PVMT RYAN N 1235 .71 _ _ -- - - - T - - 928 5751.13 19,335.18 950.98 CP NAIL IN SURFACE AC PVMT ON WATER E 4.19 - 8=WATER 1 �- EXISTNORTH PVMT RYAN RYAN N A V E (950.70EP) EP / _ _ _ 1P W/LS TAG 3698 NORTH R/W - EXIST. EP /� - -'�"-'�'"- CP 537 - - - - _ - - - -' '-''�'- 9T3 5658.23 19,395.74 961.18 RYAN - - 1 GRAPHIC SCALE Cp 20 - 1082 5723.01 19,475.77�. 994.76 SOUTH R/W BARKSCHAT DR L IN SURFACE AC TON RYAN AVENUE/BARKSCHATT DRIVE IMPROVEMENTS r 10Ct 1� e. COORDINATES SHOWN ARE BASED ON A LOCALIZED SYSTEM AND DO NOT REFLECT A STATE PLANE SYSTEM. - '/ REVISIONS \/ c ^'c n n n THESE PLANS HAVE BEEN REVIEWED FOr< LOM LANCE WITH THE F`h EPARED BY SEA' MARK "�V I J O'V J L r I\• DATE APPROPRIATE CONDITIONS OF DEVELOPM N Fl 1D/OR C77Y AND Desisn Grou- Inc Ipyq SLOPE AND DRAINAGE REPAIRS CITY OF LAKE ELSINORE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTA., A m tal Engineez ea solut,on I�`pp t 0 N Maple St,S.1te 104, Cotoaa. CA 92000 N" S-' AT VARIOUS LOCATIONS )549-e100 :(961)549 8 p 6 MAD COS A SITE IMPROVEMENT PLAN 13 Na. 3aozz SCALE: BENCH MARK: sLE 1 v RYAN AVENUE/BARKSCHATT DRIVE OF FSHEETs Exp..03 31 i3 * ELEV.: SEE PLANS DAVID M. COSPER, P.C. PRINCIPAL J? �°' SEE PLANS FILE No. . KEN A. SEUMALO, RCE No. 56915 DATE DATE er rvC DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER R.C.E. 38022, EXP. 3/31/20i3 F Of CAU CITY OF LAKE ELSINORE DATE: FEBRUARY,2012 2011-062 EXIST.RAN EXIST.RNV _ � v EXIST.R!W ")kP.NL375-12M7 APN: - 7 UACAi OS VACANT LANDS \. --'�\ �, E 5121.23 APN:375-122-99b i , 1 • LIMITS OF 1000.60NG - N (7p$ \%'� - \\ GRADING 0 V v APN:375-122-035 � I v �\ \".VACANT LANDS--_A � >>.-\\ \ (�' r T+ APN:3,75-122-034 \ 986?JONG .__ ,{ y y \° 999.50NG / k% -EXIT. -- --- _ _-.. ��' �� N 20048�59 + + + + `VVV( vncAvr LANDS \ - ,- _` IR 985.6 N 4-------_ - '-T LIMITS OF (�`S --.985-.-94EP- - 999.00FG + ++I + ROR.D+ 1- NC - \ \ 6 + + + + + - \ GRADING �" 98 LONG 1 e -�.- __- < ". \ ..L� ` \ E 5019.30 g i' } i / - q ^ \�� \ 984� ^`` 85.48EP _ 988.00NG -:99O 25N 04,c q. ) r + + + + + ++ \\l '� ....,.984.....0..,. _ 98 -91fP. .--�.;.•!-�- - �(7 a Gj 9 2.80TNG \\ O \" `,� 996.LONG + + + + r + +Y+. V+ -, ._2- -'p 'L2,- -- . P 984.74 P 9 5.23FL - ,._ -_. __ 9$7.84EP. 989.7aEF LIMITS OF ! \\ t 000.71 FG \ - 1 \- \ _ E 5001.18 * `9 9. 4FG`+ LB l \ o - _ GRADING 996.49FG.\ / \ $� 76FL 984.4 F 985.48EP -- _--- -' - 987.59r 969.51 FL _--._- ... \ ` .'+r + '� + - + �J -- , -. h - L996.7GNG \ �� 99.971FG ✓/- V' / a�_..._- - 984.01 EP'_'- 984:9. - _.-- (990 ) \ ✓' r �e + + t✓ 1`1ft + + \ Q' NG' _-_... - 987.84CP 989.76EP - \ ! +L+ + \� -- _ - - 21 (9 99 '-_ EY i+ -.,""+ + +� gal + + + �+ + ++ /' �` / 1 8.�� �. -e '• .�.. ....y:-- 1 .i -._. _-- r;i �, .gS �'�_ /� x 01.30NG �^� a 1 " + t2 + + + - --_ 'zN -.� 1293.90NG ,s 21 _+ _ - - - - - /+ M C �" + + 98 .15FG `� ' L k".,+ + +"+ a +--+-, +..+.. $.0:6 j + + + + + ✓ l� /+ + - 99 6 F + + + +--x--+ + + + + + +++G 993.30 � C,' 1g is + �--�- -- -` - �` 73.6 a-.. -t a j, `+ .++++++^,.. ,.. _ ++*+* I + + + + 0 •"• ✓ ���� \ Q! C3 � � ' ---_.. �, !. _ ---�- --C15 �; + +\+ .5, 998 92FG ✓ ✓ � t..;P•� \ � Gj++\�.�+*++ ,,, 21, N NIo -, " :98783FG 988.58FG \. �„ \, + +, d- �- _ + + + EXIST -_ - - .. 989_39FG b\I 16�I _ � ��_994.79FG ;S.N3e f.: + + + +\+�+\+ + + < + + + + +may + '\ +�*,. XiST.R1W -_ _. .{ �q r ---'-�-- +•_-t .+-. + + +\+ + + + + + + ,- r 999:60NG ^'�� �,�.... 0 1DAIT'3"B ry -.21 + + pIRT - X. %r�37 -_� __:_N ;V `:, EY_T. ... +-T\+ + + + + + i .�__ %� F� \ �+ ,. + + + + r- - ROAD_ s - ...y _ _ 1 -�__ -r DIRT + : __ 994.26F6 + + -N + + + + + + +\ +/+ + + + + .r / Y ,+1 a, r..ttt- w \\ \ SG + 6 + - .+ ROAD ,. N 20G42., - - + + + + ++ i/ �-l / _REPAIR '\ + - .--'+ + + + + + + + .� r_+'- .;' �. 16 i .'f.9 5:SONu �� \ ..+_+ + +_+ --+�.- g ,-v'C / i -,i" i i / + + _ .�*_ a-- �1 i E 4992.24 ✓ .r %` /✓ ~ X \ \�"��� / I c -r +\+ + + + +*+++ +*+ 5" / LIMITS OF, / x \\ .�---- �'._ ,%� i.� C2 ...._. 1.T - BtGIN SVdA�E i ` + + _ -:- �. ZZ ._. �,., ,,/ �2.5 -,1-„�_'�63 _..'��U. A=1,485SF, + + + �- + + I+ +*'G6*A,n✓ k� i�,, 'm� /�. ,.�� \� �, _ `."� -.-,5 a) - _ �994.S t�EP- -- + ++ ++ 999.40NG / ������ + // �.. %�, _ 89:4ONG L1 - ++I. -+ ++ � ., � - / LIMITS+OF �/;" ,y\ -,p.�,' +.,C+7 } _ / ! SLOPE / / '� \ \ \ �� CZ ii \ -- c� - // ,.990.00FG.., + + + + / // / REPAIR i / \ ,� !, , ,-.� _+tea- i�-�+- ��'/// // �/ / / / � � � � /9 ��\ OF _ _(980NC _ _L978.70NG) / - 990.25NG �p� \ ! �. \ -* (8.09>' ) / /' /+// / // i/ / // ,�983.4 NG F ✓p-� \�BiS ;3 12 -023 984.98FG _ _ +� + ,,,"'EGG �T /� 982.30 G v.�V' -� �"/� " �. pq 995. 8F � /// / / //. I C7 - ��\ J� CANT LANDS -- --_- 98 --- - \(22L.50NG \.A �' _ _ _ _._.._ / / i / /. / 81.70NG v ulriTS" SLOPE ' 1..A ,. v ��� / /i /�/ / ' ✓ A$N3T5124�312, RLPA9R \, L ... ---"_ .�. / -/ / / /` / VACANT LANDS s �\ v' \\ �__-- // / / // / 1 9840N6 P J i E3�tST. tit APN:375-1241}'!$" J r��. IT '1y l ' t} } l \\ \ \\ `h \\ � / // / / ////// // / VACANT LANDS _ _ CURVE TABLE / CURVE RADIUS CUR LENGTH E DELTA New Header / / / _ � ✓ /� i .-- '---_�_ _;p 4�C\ 1 } ' y , t ., \ i l �,.���. / / / / / C7 ?75.00 56.75 1834'49" 28.63 `r. ✓ ! __ \Llq, G,�& ------ 1 y } tt l l t \ t \ \ '-"7;'>'•- i� /////YAPN:375-114-021 C2 175.00 78.20 5'57'31" 9.71 t y r} ,,� / / /VACANT LANDS C3 60.00 46.22 44'8'19" 24.33 \ `\ i 1 11i t y, V 1 ! t }t \ \\ F� i / /� C4 100.00 49.02 28'5,." 25.01 Ai C5 100.00 13.02 7273 " 6.52 1 � \ ---•-''� '/� i // /J✓� C6 85.00 39.64 26'432" 20.18 APN:375-124-01&_ - APN:37�424-01'9 \ ti _ - _--1' i / / i� \ \\ r✓/ C7 85.00 32.99 22'14'10" 16.70 VACANT!.ANDS VACANT LANDS VACANT LANDS � r \ APM:975 124-020 - r✓ ✓ i / C8 161.00 52.21 18'3449" 26.34 \ `-VACANT LANDS',. C9 161.00 1 E74 5'57'31" 8.38 -_ _ rf' l LINE TABLE CIO 74.00 57.01 44'5'19" 30.00 - C71 112.00 31.88 16'18'23" 16.05 GENTZ AVENUE/LAKEWEW AVENUE IMPROVEMENTS LINE LENGTH BEARING C12 112.00 10.38 5'18'45" 5.20 L1 34.94 N 40'1038"W C13 36.50 24.41 38'19'27" 12.68 BASIS OF HORIZONTAL AND VERTICAL CONTROL: GRAPHIC SCALE L2 5.14 N 53'35'9" W C14 36.50 32.92 51.40'39" 17.68 ----.-.-- L3 6.60 N 40'10'38" W C15 3.00 6.71 128'1337" 6.18 L4 34.94 N 40'10'38" W C76 10.00 18.26 104'38'38" 12.95 MONUMENT N0. NORTHING FASTING ELEVATION DESCRIPRON �� T � L5 29.28 '54°E C17 5.00 7.85 90'0'0" 5.00 °o " Lfi 7.87 S 11'24'9" W C18 5.00 7.85 90'0'0" 5.00 525 5000 20000 1000 1"IP ON SOUTH SIDE LAKVIEW IN L7 0.97 N 40'10'38" W C19 10.00 17.06 9745'33" 11.45 GONG NO TAG NEAR PROJ GENTZ - L8 9.34 N 59'16'7" W C20 99.00 12.89 72732" 6.45 L9 20.00 S 16'5'16" W C21 86.00 73.48 48°57'12" 39.15 526 4858.20 20140.78 983.91 1"IP ON SOUTH SIDE LAKVIEW IN L10 10.00 N 73'54'44" W C22 - 160.00 8.21 2'5624" 4.11 GOING.NO TAG +/- 200' W. GENTZ - CONSTRUCTION NOTES HATCHLEGEND L71 23.50 N 16'5'16"E C23 10.00 15.07 86'19'35" 9..38 CP NAIL IN AC RYAN SOUYHWEST O1 PROTECT IN PLACE. L12 41.54 N 40'10'38" W C24 5.00 7.85 90'0'0" 5.00 527 4780.57 19894.82 929.86 / L13 31.44 S 50'3323" W C25 5.00 7.85 90.0'0" 5.00 +/- 250' OF GENTZ 16 CONSTRUCT AC SWALE PER DETAIL ON SHEET 2. . CONSTRUCT AC L14 10.00 N 39'2637" W C26 10.00 19.08 709'18'49" 74.10 529 5216.12 19911.62 1012.63 CP NAIL IN AC EAST OF GENTZ 21 GRADE TO DRAIN. L15 23.30 N 50'3323"E C27 160.00 16.64 5'ST31' 8.33 +/- 230' - L16 25.14 N 63'15'34" W C28 75.00 57.78 44'8'19' 30.41 23 REPAIR EXISTING SLOPE FAILURE. +.*,++.+ GRADE TO DRAIN L 17 8.49 S 10'25'30"E C29 113.00 46.79 23'4328" 23.74 530 5145.99 1991 7.51 1006.80 1"IP ON SOUTH SKTE 0'E. W/N GONG NO TAG +/- t70' E. GENTZ L18 18.47 S 78°4727"E C30 35.50 47.44 76'33'32° 28.02 L19 4.30 S 40°58'23" W C31 5.00 8.63 98'S0'59" 5.84 1"IP ON SOUTH WEST OF GENTZ - L20 29.10 N 40°10'38" W C32 ?78.00 52.99 173'30" 26.69 531 4861.20 19997.98 952.93 +/- 160' REPAIR EXISTING SLOPE FAILURE - L21 30.59 r� 7.74'g" yd C33 55.00 33.20 34'35'2" 17.12 COORDINATES SHOWN ARE BASED ON A LOCALIZED SYSTEM AND DO NOT REFLECT A.STATE PLANE SYSTEM. p,�qpI� REVISIONS c /�n o REPAR'D BY SEAL 'V'AR� 1\E V:t'S��NJ AP PR. D��� APPROPRIA'TE CONDITIONS OF DEVELOPMENT AND/OR COMPLIANCE AND E ID C Design trot, l Inc. {,5,po SLOPE AND DRAINAGE REPAIRS CITY OF LAKE ELSINORE SHEET ("') 'STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE -. A Total F,ng-eered Solution < p lVS 1�9.Maple St,Site 104, Corona,CA 92880 AT VARIOUS LOCATIONS Px td )549 eloo lx:(95l)s49-aloe w DAhO DosPers A SITE IMPROVEMENT PLAN 13 3>sazz BENCH MARK: SEE PLANS OF SCALE: GENTZ SHEETS E%P•0331 13 '� ELEV.:�3�.P PLAN KEN A. SEUMALO, PCE No. 56915 DATE DAVID M. PFR, P E RINCIPAL DATE v1 SEE PLANS FILE No. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER R.C.E. 38022, EXP. 313112013 P OF cA4 2011-062 - CITY OF LAKE ELSINORE DATE: FEBRUARY,2012 APN:375-124-009 I APN:375-124-008 APN:375-124-007 APN:375-124-006 A.PN:375-124-005 VACANT LANDS VACANT LANDS I VACANT LANDS I VACANT LANDS I VACANT LANDS I APN:375-124-004 1 I I I VACANT LANDS ' APN:375-124-003 APN:375-124-014 t I VACANT LANDS I 979. ONG 975.7 71. I VACANT LANDS - \ 978.75FG 4 _ r APN:375-124-002EXIST.RNV' m� _ - - -- VACANT LANDS _•_.. _- 1.L1Y.- _.- 9�65 _ _ - NG _ :t - APN:375-124-015 / __- -- + * + 1G + L + + + * + a '+' ++++4 +++, + + - ��} _ LIMITS 0F994 APN:375-124-001 EXIST RJW ! VACANT LANDS /.JJ ._ `J. {,m`.. +++*/*+++++/ ++/++*+++/,+++.++ +++++C2 +k-1++.+++N++++++. c0.�+ +++ + I + l+ + '4x'+ C8 + - .=+_ GRADING - �~ 963. . VACANT LANDS \ / �•� _.�r_- CC'9 -- + + k + 1 +++ + + + + o-++I+ <+i.i + �... o- ++ +.+� +++o + _ \.\ EXI - EXIST _ + + + ,,f 'DIRT ++Io-+ +t + + � .%._, + +-L.AKEVI.EW AVE �� + k++++* * +"w + ++-++ + + 21 ++ + + + +�e� 981..5(-- I20AD N� +*t*+. + + '-+'-,'- + + . �� - to + ++ + Y , * v..��i �`� N 24988.77 6 WALL Iii + + LZ-11�1» G.49 C7. _ .�6 +,� �• i Il WALL +' eX / 978 DIR ROAD + + + A'T Gh' -�_ _ .51EP ."975_tEl .- --'" ._ 971_1IF o c�, +++ '21 - + + * / __'♦ y /� /2 �� / I -,.C4. r?. .G - .--9-7�26FL. _.:.-{8.9,�tt)... -.._- 974.96FL (Q:79t) 1 - 4 -- -96724EP - ....�. _ - - *+++++ *+++1 h"5° "- -,.,� -.._--_..__ _. :375NG}-:;.;,��7Q:86R. � 968.87rL �. - � 8y ++ CONC: - f �� l� C1.6 981.25FL _ - - .��._., - _...�_- _ - __,-._:. I /-- �._(O.Oy) ..,.- -- i' $' -SWALE _ +T p lA 978.51EP - LIMITS OF 975.21 EP �P 1� -.-: 97t11EP ._.--.A� cq 74EP °•:�__ �E6.99FL ,.6 _,._ 987 5OEP- - ...- i GRADING � ,_... - _ -- - -967. 4EP 979.00NG - - 975.70 - �98ON 972,.tONGG�. - 981.60NG - - i7 '-= -,c-_ _".� =.-, ,_ ...: .,r-_ - _ ..�. _ "� - - 96 . .BFL --'_- 1 p` _ 4 f985A/G)•�,,,- _ _ 8` 1 �963.5=3F-� r ` � }6"\ P ` r% _- N 1 "964.86NG 962,-14ES �� �__ 'i STO r --- -- WALL ` 4.0 '°pro "9 3.92EP DRAT �r_ � r - 7 ly. _ _ Y EX13T,-RIW _- ..,.� 61.92FL. 136E - _ ^�..y�„°..:..- r APN' 64NTLAND � _ APN 375922-034 _ l APN 37 122 033-_. ss4 N\ va203263N7 E 4999 91 TSO\ VACANT LANDS 1 VACANT LANDS `....E 49y0 S5 - ` ND SWALE ~� LIMITS OF •,,� ..` - 9 9.56 G J - .GRADING 1 VV 2.25ES APN:375 122-032 �fs751�j` �� �\ EXIgT.RltN / GENTZ AVENUE/LAKEVIEW AVENUE IMPROVEMENTS VACANT LANDS GRAPHIC SCALE / AF�N�325 tP2031 APN:375 122 03� uacANr LAND3 4ASANr LAitlDS CONSTRUCTION NOTES I�1 PROTECT/N PLACE. 1 fi CONSTRUCT AC SWALE PER DEFAIL ON SHEET 2. LINE TABLE 21 GRADE TO DRAIN. LINE LENGTH 13EARWG Li19.22 S 56.5522" w HATCH LEGEND L2 37.08 S 31-5643" W L3 37.08 S 31'56'43" W - CONSTRUCT AC - L4 18.58 S 58°34'58" W - L5 20.32 S 55'14'42" W L6 25.00 S 50°9'46" ✓✓ + i L7 74.16 S 37-5643" W GRADE TO GRAIN - - LS 1 29.46 S 43'46'28" W - - - L9 74.16 S 31'56'43" 4V L10 10.77 N 1'36'43" W . BASS OF HORIZONTAL AND VERTICAL CONTROL: CURVE TABLE CURVE RADIUS LENGTH DELTA New Header MONUMENT NO. NORTHM EASTING ELEVATION DESCRIPTION C1 52.00 12.78 14'452" 6.42 C2 381.00 72.46 10'53'47" 36.34 525 5000 20000 }Op0 1"IP ON SOUTH SIDE LAKWEW IN C3 36.00 21.08 33'3326" 10.85 CONC NO TAG NEAR PROJ GENTZ '.. C4 60,00 19.86 18°57'55" 10.02 C5 52.00 14.38 15'50'50" 7.24 526 4,858.20 20140.78 983.91 1"IP ON SOUTH SIDE LAKVIEW IN C6 48.00 10.24 12'13'12" 5.14. CONC NO TAG +/- 200' W. GENTZ C7 395.00 50.77 721'52" 25.42 CP NAIL IN AC RYAN SOUYHWEST CS 395.00 71.50 10°22'18" 35.85 527 4780.57 19894.82 929.86 +/- 250 OF GENTZ C9 50.00 29-28 33'33'26" 15.08 - - C10 74.00 24.49 18'57'55" 12.36 529 5216.12 19911.62 1012.63 CP NA7L IN AC EAST OF GENTZ C11 396.00 97.57 14'6'59" 49.03 +/- 230 C12 51.00 29.87 3333'26" 15.38 1"IP ON SOUTH SIDE LAKVIEW IN C13 75.00 24.83 18'57'55" 1 12.53 530 5745.99 19911.51 1006.80 CONC NO TAG +/- 170' E. GENTZ .. C14 373.66 72.88 11'10'33" 36.56 C15 _ 29.00 16.98 33'33'26" 8�74 531 4861.20 19997.98 952.93 1" IP ON SOUTH WEST OF GENTZ C16 25.00 7.19 16'28'33" 3.62 +/- 160' COORDINATES SHOWN ARE BASED ON A LOCALIZED SYSTEM AND DO NOT REFLECT A STATE PLANE SYSTEM. r�p THESE PLANS HAVE BEEN REVI.WF r0< CJM DANCE WITH THE -PREPARE sY SEAL MARK REVISIONS AP r R. DATE APPROPRIATE CONDITIONS OF DEVEI()pfSENT Al jOR CITY AND DMC A 'ryt Design Group. ins- �p45 oNq SLOPE AND DRAINAGE REPAIRS CITY OF LAKE ELSINORE SHEET 9 xy�l Engineered Solutaon O �c L STATE LAWS AND HAVE BEEN FOUND AC CEP 4:F. i AT VARIOUS LOCATIONS ATI®NS ,e St,swte 104,Corona.°"92880 M"o SITE IMPROVEMENT PLAN H, 51):449-8100 FX:(951)549-8102 oAv�O COSPEft m w ,�, 13 s SCALE: BENCH MARK SFr_ CLANS GENTZAVENUE/LAKEVIEWAVENUE OF SHEETS 'Z 31 11 Z Z-/S-Z.O/Z... ° '-23 * ELEV.: SEE PLANS KEN A. SEUMALC, RCt No. 56915 DATE DAVID. M. COSPLR,22, 3/31/20INCIPAL DATE J?4TE OF VC0.U���,� SEE PLANS FILE No. DIRECTOR OF PUBLIC WORKS / CITY ENGINEER CITY OF LAKE ELSINORE DATE: FEBRUARY,2012 2011-062 EXIST.RAN 5 -EXIST.R/W 25' 25' �^ t2.1,%f 12.9'f - -20.4't---- 4.6't 110 EXIST. EXIST. EP '-� -- SWALE PB 9 1 WOOD WALL -(0.9/ APN:375-184-014 �f // J - APN:375-205-028 APN:375-205-002 gq VACANT LANDS I / - - F - Lu L7 17440 LAKESHORE 17441 LAKESHORE 10 TF- - - t N 1 -t N 1�459.39 -.-_FINISHED'..._ � I 1 U 10 _S p 1 I ! - (917.11TW)))) 40 .12 _. GRADE u x 1 / i I AgA76C%�OtFt (917.15TW) BEGIN SWALE 916.28ES EXIST. EP I I MATCH/JOIN - GRADE G - -_- 4���121FI L20 EXIST.RAN i _ EXIST. SW�_ L6 _ _. / r. - Cl_ 1 / - N 19349.1 t2 �.-:. / �C �- 5 B ( 3 E 5402.87 " 1. �",�/�/ 915.SONG - --_ ---- - ..._-- 91454TG-- _-_ T _ -- I 908.501NV += 915.50TC U 914.SOFS L3_ yEND SWALEvvc)t 915.00TC r _�L4 IST. EP © - - 1 914.5OFS L 19 - "� 1Fe N 19344.73 /- I I E 5397.34 \ ( (915-23EP) (915.24EP) - - - --..._ _ -.- -- ------ --- 7.5' JOIN\\ R I DETAIL ON 4.5- 1 L=36LF - - ( I SHEET 2 I, JOIN PER \ 7' DETAIL ON _- - SHEET 2 - - - - I t: 6 LIE .,E„ i A-2.5SF 36" CMP t° LAKESHORE DR ��\ COM v o 0 0 9 :_. _ L9 1 mc5 � oz oz CP 813 1 \ F L fP-925 -- -AC--- --- ----- -- -- - ---- -. N 1931 S 50 - -- -_ �� tim tirn 95.4 �15.40T8) _ _ 1 B RM- 5 J 10' S4. -lF 36 f CSP PE ) (9 �^ GUARD - 9tONG---- BEGIN-HEFFM`` � ��\,f vT �91rs.�00E GUARD..- � 1+060 1+60.00 LINE TABLE RAIL 1 ,��'"-�.._. L=i41E ,.j' 23 ENO.BERM - 1:HA14- ' ------ ---- --(97 ® Ir LINE LENGTH BEARING -= � =-- L' 2 zfiSSF _ LINE "E"PROFILE L1 61.36 N26.27.47" - . - -HORZ. SCALE. 1"-10' - - - L2 11.74 ' " _.•am.x�x F L3 N 6'37'5" W { EE-_.. - ---- VERT. SCALE 1'" 4' 3.50 L4 3.50 S 83'22'5 "W (900NG_-77 -'.�SOON,-_' L$ 2.07 6'3T5"E -.- - PL 1 294 19 mot! �., - L6 10.18 S 8'2636"E EXIST.R/W I ___ --- E 3?s.53 y 7EX1SL RNV CONSTRUCTION NOTES DEMOLITION/REMOVAL NOTES L7 3.s2 s s7 sTs"E -,.- 89Z 0�1�1✓ i _ - h ,> _..,,,,, ---"- L8 32.03 N 26'2747" '--89. )_��A=22SF 19- �� o -� - f ""(895NG)---_ 1 PROTECT IN PLACE �1 NEATLY SAWCUT AT NEAREST JOINT FULL DEPTH, WHERE APPLICABLE. -_- -- _ L 0 5 49 N 22*3'37"E g-p'}7- --` >x rn �••,.- LIMITS dF~ --- - - CONSTRUCT TYPE GMP STEEL PIPE INLET PER CALTRANS STD. PLAN O2 REMOVE AND DISPOSE PCC CONCRETE. - - - l GRADING 1 - N 67'5623" W TTT - - --- O D75A (H SPECIFIED ON PLANS WITH TYPE 36R GRATE PER CALTRANS - --_-�^- STD PLAN D778 O3 REMOVE AND DISPOSE ASPHALT CONCRETE. L 1 t 27•$9 N- 6'2T47"E L 15 -- -- - - =- 112 13.17 5 675623"E Y �� i� - CONSTRUCT 36"CORRUGATED STEEL PIPE, PROFILE ON THIS SHEET © REMOVE AND DISPOSE EXISTING CSP PIPE. 1 1 EXIST I L 13 10.56 S 3723'7" W DIRT 1 TR 893.30NG "I JO' / L14 9.94 N lf44'14"E 1 N 1 287.14 19 i EXIST. �'\ CONSTRUCT CORRUGATED STEEL PIPE FLARED OUTLET PER CALTRANS 9O REMOVE AND DISPOSE EXISTING STORM DRAIN GRATEftNLET STRUCTURE -E-5375.71 /� DIRT V STD. PLAN 094A, TYPE 1 (36"DIAMETER). L15 10.03 6"2'11"E -ROAD- ROAD ---- ------ Lib 3321 N 2 CONSTRUCT PCC TROUGH PER DETAIL ON SHEET 2. 6'2747"E 893.50NG. -"� ----" RL20 17.60 N 26'2T47"E N 19283.3-- 14 CONSTRUCT 6"AC BERM PER CITY OF LAKE ELSINORE STD. PLAN 207. 8 15.83 N 33'4322"E f-5375.71 _ --_ _-..-_.__-- 97.42 N 26'2T47"E CONSTRUCT 12"FULL DEPTH AC OVER 12"COMPACTED SUBGRADE 8.42 S 24'3927"E CONSTRUCT 24"THICK LIGHT CLASS UNGROUTED RIP RAP. ----- (890NG �~ 21 GRADE TO DRAIN. CURVE TABLE REPAIR EXISTING SLOPE FAILURE. CURVE RADIUS LENGTH DELTA New Header -- N: -5`- - _ _ Cl 5.00 4.46 pT 4" 2.39 APN:375-190-004 I APN:375180-005 I N 375a19 006 190-007 1 _ WPN:375 VACANT LANDS I VACANT LANDS -- ACAN 1 HATCH LEGEND - 1�AN V ANT LANDS ---1--- VACANT FAN; BASIS OF HORIZONTAL AND VERTICAL CONTROL: A } CONSTRUCT PCC CONCRETE LAKESHORE®RIVE COWELL STREET IMPROVEMENTS MONUMENT NO. NORTHING EASTING ELEVATION DESCRIPTION " GRAPHIC SCALE------ ------------- - - CONSTRUCT AC 536 5407.29 19,476.74 931.26 CP NAIL IN AC ON RYAN AT S.W. CURB RETURN OF COWELL v,&= 10 e. -. 812 5329.11 19,508.62 931.10 CP NAIL IN AC ON RYAN WEST OF _ CONSTRUCT RIP RAP COWELL INT 813 5382.37 19,318.40 915.01 CP NAIL IN'AC ON SOUTH - LAKESHORE AT COWELL INT + + + +++++.++ GRADE TO DRAIN CP NAIL IN AC ON SOUTH SIDE 924 5202.36 19,392.84 909.83 LAKESHORE +/-170' WEST COWELL 925 543593 19,296.60 . 914.99 LA NAIL IN AC ON SOUTH SIDE . REPAIR EXISTING SLOPE FAILURE LAKESHORE +/- 75' EAST.COWELL COORDINATES SHOWN ARE BASED ON A LOCALIZED SYSTEM AND DO NOT REFLECT A STATE PLANE SYSTEM. MARK A R K REVISIONS. A f'�P R, DATE THESE PLANS HAVE BEEN REVIEWED FOR OMPJANCE WITH THE PREPARED is SEAL �+ AND A q q/� REPAIRS MA A APPROPRIATE CONDITIONS OF DEVELOPMENT"AND/OR CITY AND w- DAVIE) esicn Groin Inc. QµoFESSloryq SLOPE AND DRAINAGE REPAIRS CITY OF LAKE ELSINORE SHEET 10 AT VARIOUS LOCATIONSIiAPSTATE LAWS AND HAVE BEEN FOUND ACCE „vLEQSITE IMPROVEMENT PLAN Q,iA- No. a�uBENCH MARK: SEE PLANS OF 13 oa sNt SCALE: ELEV: SEE PLANS LAKESHOREDR(VE/COWELLSTREET SHEETS KEN A. SEUMALO, RCF_ No. 50915 DATE M. COSPER, P.E. PRINCIPAL DATE J?qr ryl �°' SEE PLANS FILE No. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER R.C.E. 38022, FXP, 31311201-3 F OF CAS CITY OF LAKE EI_SNORE I DATE: FEBRUARY,2012 2011-062 APN:375-265-009 VACANT!ANDS g \ APN:375-265-001 m m APN:375-265-008 375-264-001 APN:375-264-016 VACANT LANDS 13 m 4 14 m 17840 LAKESHORE -9 \ VACANT ANT LANDS 17840 LAKESHORE 9q "Qo m ro rn M a rn io . N A \ 3 1418 03 .. �\ 3 1418 g ^^mWG m�mW �Nr \ W APN:375-233-017 \ g m vy� Sys Sys �ONN o ���rn Moo mN �mmm w� m w T 2 T c? T` h�o nzO¢ hq1 v �� yv n� hm( �giZd¢ m \\ Y \ VACANT LANDS 6 G /`'6 Z \ \ 4" WAT R `9t5� NoFN t�G>NO NV N1< •t NI<O N7mK N7oJN mcp M 2W l.. \\ \ 1 ^ 2K �o \ ® MNmWOUCJWO 20 Z7 �O�O 20 ZL mmrOm W ZWWro ZWOmmm ZWmm ZWm Wm��W mNm)�O� " QAN\ \ 1�-0 4.. GADI G �w�¢¢u,¢ S 2 s s �66"-'7'oc�� \ ~wi\¢co¢W GRADING PULL 1 Cn co vNio vmi � LIMITS OF op'nn \ 1 P 2 ^m2¢¢¢ mv�owv_ RmUuo om \ \ \ \ \ GRADING mo�� \ <ro zZi*zo - N7p,pit-(�U'^(�O� - N7p,p�1-00� _ \` \ N O,O��C�C'�^C�of EXIST.RAN " Cn \ mm¢ww u w u mm¢zzz \ IGN mm¢ww n w u EXIST.RNV 5' 10' 5" - .. zw.�...�www . \ 1 zw.�..�mm¢m� WATER LIMITS OF �? TE - ^ I CC1 A\ 1 GRADING 14 22 M.H� 21 14� __,. - - .^^' - ._.- e' 1 BERM 2t 14_ - h _ _ _ _ f .-90 .` �._\�� 21 18 _. PULL 18_3- -- `n��O P �- 1 SIGN .--�.- 1 V _ ,., +n -__. _- 897.59ES 1 r... _ L9-_.. _ "..1__._ - \ - .__- i72 - P 12 1 1 BERM N TEE 1 8 7 L5 18 3 25' LAKESHORE D R L1 --- --1. M.B. 1 TELE. .t- 898.40ES TELE. I .Arv-�- ('ATV _-_- :_.- (:AN-: i\ -- y_ _=--'-EklV- 'ATV---- CAN"_- _ 98.1 JOIN PER ---} 04� V __-- DIN DETAIL ON _ _ DETAIL ON_ 1 UNDG. CP--1103- --___,-- JDETAIL OIN PER LZ SFi_ET 2 - _ N N 1 --1i- - -�§E -zN (898NG) O E 'F" N 251 10.19 i I N 25107 22.- -� _� EXIST. EP --�-�-- LL oM = �- _ _ - - _ _ -- . .E.4826.30 ,� r /:. -- c 4530.32 --- L I - --- - �aA� tas>.2seP� E6sz26EP�. �v= _- � a1v _ r f ; , _ < - ,�v - I� Tom._: T -. .__.... -- _ _. 1 --_ MAFCH/JOIN:. MATCHjJCIN ---T - (f '�V---_._ \, -.- - �- - I W L� _......_._.--- s. END AC_-._._- s E.ND-AC -._._ __ i' , �. ._. - - -._-- - -. `-. _ 894.t ONG d, A (893.80N - - --- __ V�✓M PP_ -iM - - -_ - Lu _ _._ ___. __-- _ ,��-- - _� -- -sr f a--- I �'l - ..UNDG. PALM _L_L L ---- - - 4 NDG. -- -- - _-' -- - I -_.L,IMITS OF-.._ __ _ _.___- __ 1 _ 1 TREE- - -- ---N 4810.1-22- 1 9 GRADING I I I -PALM F ,'1 .PALM-4----TELE.-� ` - _ o i-(890A'.;•...'. Lu r(890NG}-- - ry,-1 I I E 4810.19 Q 1 TREE TR . ---- - (89 NG}--- BEE {-- EE EXIST.RAN 8as oolNv- -------- - i TXIS7.RIW ---- UNDO 1 1 I g9 } -`7 L4 �/ I I. --� _ �- L3 ^ L2 N 25072.66 - _- w - ----._._ _. _ ---- -...I_. . _,.__--�----------- -- '--- ------� 1 .- - - -- 4800. 7 10' E 4809.0' h - --- -� -I-556.50NG) i88a50NG) - _ I - i --- �- - I -- ------ ----- --___ -- _ I -- --- �885NG} I - I - I oo I (88 NG} �I I I { � �� __ I 3 - 4 - -t NG)_ o______-- -- --- - -- -_ _ _ ___ __ _ __._-- -_(-------- y �05 5°"0�. _ 500� y yoy 9FN 375�2i?0t0 y h' Q 4i�N 375 250�1 APN:375-250-002- 5' Q S' -APN:375-25SL-037 5 1{PN:375-250-009 sS I VACANT LANDS _._-- ---- -_ �9 '-.----��PN3 VACANT_LAMS VA,-ANT !ANDS GPI'\ GPI'\ VACANT LANDS-"_ °3 -- GPI'\ VACANT LANDS a`b '� Pe 1V P ,P LAKESHORE DRIVE-BENEDICT AVENUE TO WILSON WAY IMPROVEMENTS GRAPHIC SCALE i Inch= 20 ft. - CONSTRUCTION NOTES G1 PROTECT IN PLACE. "r CONSTRUCT TYPE ODI STEEL PIPE INLET PER CALTRANS STD. PLAN ® D75A (H SPECIFIED ON PLANS) WITH TYPE 36R GRATE PER CALTRANS STD. PLAN D77B. ' i O ,CONSTRUCT 24" CORRUGATED STEEL PIPE, PROFILE PER SHEET 13. OCONSTRUCT CORRUGATED STEEL PIPE FLARED OUTLET PER CALTRANS STD. PLAN D94A, TYPE I. 13 CONSTRUCT 8"AC BERM PER CITY OF LAKE ELSINORE STD. PLAN 207. BASIS OF HORIZONTAL AND VERTICAL CONTROL: 14 CONSTRUCT 6"AC BERM PER CITY OF LAKE ELSINORE STD. PLAN 207.. 18 CONSTRUCT 12"FULL DEPTH AC OVER 12" COMPACTED SUBGRADE. - MONUMENT NO. NORTHING FASTING, ELEVATION. DESCRIPTION 19 CONSTRUCT 24"THICK LIGHT CLASS UNGROUTED RIP RAP. - - CP NAIL IN 21 SIDE GRADE TO DRAIN. 1100 5120.11 24,894.03 897.81 LAKESHORE/SOUTH LINE TABt,E E ST JOHNWA O22 ADJUST UTILITY MANHOLE TO GRADE. I!NE LENGTH BE14RING " IP ON SO(f1H SIDE LAKSHORE 11oi 5206.is 2a,62s.s1 fisz2o NO TAG +/- 280'E ST JOHN WAY HATCHLEGEND L 7 63.84 N 36'3021"E � L2 lo.0o S 53'2939"E 2"IF IN LAKESHORE SOUTH CENTER L3 10.74 N 15'333" E 1102 5148.29 24,892.27 898.22 LINE +/- 195' E ST JOHN WAY / CONSTRUCT AC L4 10.21 N 48'12'36" LS 6.50 N 35'59'55"E CP NAIL IN AC NEAR CENTER INT 7103 499t80 25,005.96 898.26 L6 97.45 N 53'5757" W LAKESHORE AND ST JOHN WAY - _ r L7 27.39 N 36'30'21" CONSTRUCT RIP RAP 1249 5510.98 24,682.84 88g 18 CP NAIL IN AC LAKESHORE DR a;� L8 27.38 N 38'30'21" WI AT NW RETURN WILSON WAY L9 97,55 S 5346'9"E L10 6.50 N 35'59'55" E 1262 5544.12 24.657.68 CP NAIL IN AC LAKESHORE DR AT� 897.49 NE RETURN WILSON WAY GRADE TO DRAIN _L17 6.50 S 35'59'55" W L12 69.63 S 54'0'5"E CP NAIL IN AC N SIDE LAKESHORE L13 23.43 N 32'23'55" E 1263 4691.79 25;245.87 898.51 AT NE RETURN BENEDICT - DEMOLITION/REMOVAL NOTES u4 22.98 N 36"30'21"E GP NAIL IN AC sourH SIDE LAKE- . r t 7.39 N 4T i 6'41" E 1264 4662.72 _ 25,227 ' 89821 SHORE DR AT BENEDICT NEATLY SAWCUT AT NEAREST JOINT FULL DEPTH, WHERE APPLICABLE. L16 17.82 N 25'24'45" E REMOVE AND DISPOSE ASPHALT CONCRETE. COORDINATES SHOWN ARE BASED ON A LOCAUZED SYSTEM AND DO NOT REFLECT A STATE PLANE SYSTEM. MAIM/ R EV�S I O N S A P P R. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RD-ARED 11` SEAL �+ AND q �/ �+ p I"� V l-i APPROPRIATE CONDITIONS OF DEVELOPMENT ANDIOR CITY AND 'puc Qesi�n GrouD. Inc �pFE15l SLOPEA D DRAINAGE REPAIRS CITY OF LAKE ELSINORE SHEET APPRGP ' A T�ta1 Eng=neePea Solution AT VARIOUS LOCATIONS STATE Aws AND HAVE BEEN FOUND Ac EI-rABL, - SITE IMPROVEMENT PLAN 1H(9^Maple St, 0 104, 951)5 CA 92889 l� � _ Pi: (8�`i)548-8180 FX (951}549-8102 � DAV,9 cosPErs a _ 13 - "°_ 38022 SCALE: BENCH MARK: SEE PLANS LAKESHORE DRIVE OF G-dS-7�r2-- ° Exp.03 3i ,3 ELEv: SEE PLArvs BENEDICT AVENUE TO WILSON WAY SHEETS KEN A. SEUMALO, RCE No. 56915 DATE DAVID M. PER, P.E. PRINCIPAL DATE '�qT ry, �� SEE PLANS FILE No. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER RCE. 38022 EXR 3/31/2013 F OF CA CITY OF LAKE ELSINORE DATE: FEBRUARY,2012 2011-062 oat A^0 aNN A,e ��aao5 �6o�r05 AP �60 AP 12 AP 13 A 3 �05 ry6e 17876 LAKESHORE -N:375-264-017 AUACANT LAND$ `3�\1�� A �3 17866 LA LAKESHORE SHOR n31��v r�1��� VACANT LANDS VACANT LANDS VACANT LANDS ' �1yO� 17 60 LAKESHORE a g � � PQ�PGP PQ�PGP PQ�P4P i PQ��\� 1 m m 3 14 118 i <omacl vma 4 MNOID¢�Q (MbNO� �Vm00 �,�jOM pNj�to,p¢JQ O 2W m 2K iD M R zw W I� 11 ' 7._o17 V VGCovZ V.- v -V: o W<o^mdOK m40 - cZ-v<KCDNO df< N mr< Nh NI< N I�I�Cj o, O N�,-W> N`*1-W>UVVf U t�OmCDZ 7NF-W'� ', o,o,W IIZ rn rnmrn rnrn o.o,W II Z h,.jmrn\UUU rnvw V\¢¢o¢w w"irnrn\UOU I i zwmrom�w zwo38� z metro Zwmm 2WmWm� w Al WATER i m��m=¢¢¢ n mx c LIMITS OF oomnx¢¢¢ h I IdNoB�c vv mn I GRADING Vh� 1 �I I NN T-O�o Nh F-(�C�^(�a, N I�c00 Nh hQ0o AL. L=55LF 1 1 74 Izwm.�'�wwwl I I �m mm¢Im zwoo-o I zwm.�l6-ww ll 11 i 1 BERM JOIN PER EX13T. DETAIL ON LIMITS OF _ EXIST,RAM I SHEET 2. 5' 10' 5' 1 A GRADING 2t __ Ii io 14 - - - - 14 - III � L - �,Cr�Ea ------- -- 15 - I897. 3 -L-1S -'-- e 1 P 1 4 1 P 1 898.31ES 5 CCP ,o-> m Li L1 5 0 25' 1 1102 Akt_u'71.O-� __DR L14 21 18 3 2.5" 18 3 21 "1 �; L19 8.7. . - - 2 18 897.e S - o LL�z " - ,:� 1 Jat 1 CP -----._.. - �If �1-WA'I -.- PA M JOIN PER ._-:.-- - JO 1 1 ---_ 5 LINE G" a DETAIL-f!N 110 �PP �'.�7KLL DETAIL ON j��: 5 LINE -W DETAIL ON _ _ _ 109 78 o• - - - - t M1 2471222 CP o - N 24709.48�__ _ AT LN Ot_74 1 EXIST. EP SHEET � _ q� p-� q�t -- Cq-� h. �:':� 5,ti j.3✓0-- 1100 '� p .---- C(�gq7� 1�'-- <A. �[�{--- (,qN- IA- �.w Fa 1....., �q- '--1-_ ��-N--- 5399,96 E 5404.'r 4 c.� _-_--1 1 VA-fV -.�AIV _ CAN_={ ♦• N �� '�:.� --(897.' '_-__- __ _. CAIY-<{. e -6 ,-'T AN2.L -t&a- -L ' A g.-t -tiA1 V-j Al v'_'--- (d97.70EF} �A w (897 70EP) ,-I _ _----f- uj I MATCN�/d� 1 PP - t - _-- - --.(�.__ I - MATCH/JOIN MATCH/JOIN'+ `END ------ - s __ �• " 4 END AC END AC :.�. .- _ _ - - 4- EXIST.-EP - _ _ - 1895.20N __ - .,.r.,,.y f _ �. 1� G� ^o I - _ _ _...._ ;� 895.60N"GL� -894.80NG o l �� - _ UNDG.- 1 _ TUN G. 1 �t r� -.__.'� - '^'-',y',"'(.8S ED N wl_ UNDG. LLI �7 "--� ELF. LIMITS OF _ 1 CONC. 1 CAN. I t!J N-24 78.23 1 9 GRADING..._ AN. - _F �-, _.-. _ N 24684.88-• GRADING 7 DRIVEWAY EXIST (6 � r '^•., ` 'L -- E 538536 ' �9 I 11 N // -- __a EXIST.R W 1 UNDG. CD I E 5093:T4 - - I ..e, ! I " ) V - 19 _...WIRE .t _.I_ - 1 WALL 1 �REE E$ I PEPPER 1 I �':,.{,., � _889.SOIN✓ TELE. -&89251NV '-I- o'i Iv 'YG)'- I I 1 ! I� Q �I , ': =7 SF LS A-70SF 1 I, s r UIJ L5 --- ...t - -- 19 h(89(ING, I -N 24872.66 24866-:78 1 PALM l I I I I 1 4/ _ tO --_..-- - �- TREEI - '� -L I _ N 24679.1 N 24 7- --- I E 5084,40 E 5092.49 - _-- -__ ♦ ! T / I - __ ..�- (. 10' 3 4 2 L Q Iw(888.80NGj I_(8B8.70NG)--} -----,. I I - `r'- - I I `.,. 1 I I { -^ .._ _---_(889.ZDNG) _ _--_(889.20NG)---- -.__ k I j L _ _ -�.-� d-- ----.-_,-_._- I I it � I -- ,,p 6 1_^T � - -25 \ I - - -- AP 25P1 DVACANT D2 L L -250-02 8S 39 A L A Ap^J � � 1) "�1A VACANT LAND VACANT LLANDS VACANT LANDS VACANT LANDS VACANT LANDS lb VACANT LANDS OF P PQ P? A PQ�P P P 1"OP LAKESHORE DRIVE•BENEDICT AVENUE TO WILSON WAY IMPROVEMENTS GRAPHIC SCALE 21) ft LINE TABLE LWE LENGTH BEARING CONSTRUCTION NOTES L I 63.3 - N 35'ss's5" E ' PROTECT IN PLACE. L2 62.1`1 f _.N 32'43'46" E 010,26 N 48649'29_E "CONSTRUCT TYPE ODI STEEL PIPE INLET PER CALTRANS STD. PLAN L4 10.67 N1534'37" E Q 075A (H SPECIFIED ON PLANS) WITH TYPE 36R GRATE PER CALTRANS L5 10.00 S 54'0'5" E STD. PLAN D77B. L6 10.40 N 48'42'56" E .O CONSTRUCT 24" CORRUGATED STEEL PIPE, PROFILES PER SHEET 13. L7 13.48 N 15'19'20" E LB 10.00 S 57'16'14"E OCONSTRUCT CORRUGATED STEEL PIPE FLARED OUTLET PER CALTRANS - L9 27,37 N 54'0'5" W STD. PLAN D94A, TYPE L L10 26.78 N 35'5955"E BASIS OF HORIZONTAL_ AND VERTICAL CONTROL: - 13 CONSTRUCT 8"AC BERM PER CITY OF LAKE ELSINORE'STD. PLAN 207. L11 26.05 N 35'5955"E 14 L12 28.78 S 56'39'59"E CONSTRUCT 6"AC BERM PER CITY OF LAKE ELSINORE STD. PLAN 207. - L13 5.50 N 333334"E MONUMENT N0. NORTHING FASTING ELEVATION DESCRIPTION 18 CONSTRUCT 12"FULL DEPTH AC OVER 12" COMPACTED SUBGRADE. L14 6-50 S 33'4'42" W L NAI IN AC SOUTH SIDE L15 97.54 S 57'9;17"E 1100 5120.11 24,894.03 897.81 CP CPLAKESHORENAIL 19 CONSTRUCT 24"THICK LIGHT CLASS UNGROUTED RIP RAP. L16 26.22 S 32'43 IN'46" W +/-170'E ST JOHNWA 21 GRADE TO DRAIN. L 17 26.26 N 32'43'46"E 1"IP ON SOUTH SIDE LAKSHORE L18 97.07 S 5716'14"E. 1101 5208:13 24,826.61 89Z20 NO TAG +/- 280' E ST JOHN WAY HATCH LEGEND L19 6.50 N 32'35'42"E L20 23.46 N 322355"E 1102 5148.29 24,892.27 898.22 2"IP IN LAKESHORE SOUTH CENTER L� LINE +/- 195' E ST JOHN WAY CONSTRUCT AC L21 17.62 N 46'3T38"E L22 18.20 N 25'47'44"E CP NAIL IN AC NEAR CENTER INT 1f03 4991.80 25,005.96 898.26 LAKESHORE AND ST JOHN WAY L23 22.96 N 3 'S9"55"E J L24 23.42 N 32'23'55"E CONSTRUCT RIP RAP L25 17.66 N 40'52'11"E 1249 5510.98 24,682.84 898.18 CP NAIL IN AC OF LAKESHORE DR L26 18.09 N 24'21'15"E AT NW RETURN WILSON WAY - L27 22.95 N 32'43'46"E CP NAIL IN AC LAKESHORE DR AT 1262 5544.12 24,657.68 897.49 NE RETURN WILSON WAY GRADE TO DRAIN _ 1263 4691.79 25,245.87 898.51 CP NAIL IN AC N SIDE LAKESHORE CURVE TABLE AT NE RETURN BENEDICT DEA40LITION/PFA40VAL NOTES CURVE RADIUS LENGTH DELTA New Header 1264 4662.72 25,227 898.21 CP NAIL IN AC SOUTH SIDE LAKE- ------ -__- ----"---" SHORE DR AT BENEDICT NEATLY SAWCUT AT NEAREST JOINT FULL DEPTH, WHERE APPLICABLE. C7 1506.00 68.98�- 2'3T27" 34.49 REMOVE AND DISPOSE ASPHALT CONCRETE- _ COORDINATES .SHOWN ARE BASED ON A LOCALIZED SYSTEM AND DO NOT REFLECT A STATE PLANE SYSTEM. PREPARED BY: SEAL " LIANCE WITH THE MARK REVISIONS APPR. A = 3?MCDes1 rro11>a. ;n�. SLOPE AND DRAINAGE REPAIR CITrOFLAKEELSINORE SHEET 12 APPROPRIATE CONDITIONS OF DEVELOPME J7 AND/OR CITY AND Br pPO4E551pNq p'�STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE n Total Engineered Solutiono (�� OCA TI®NS ¢o N. Mepl,St,Swte 104,Corona CA 92880 AT VARIOUS L SITE IMPROVEMENT PLAN ,,(y/� //w� Dee R Y. (951)549-8100 FM(951)549-8102 w O VtD COSPER m a tio. 39D22 BENCH MARK- SEC �!6 LAKESHORE DRIVE OF 13 o3 31 ,3 , SCALE: LLEV SEE PLANS SHEETS _-- __-- - o <�ao a 2 Is-Lott EaP. - .: BENEDICT AVENUE TO WILSON WAY KEN A. SEUMALO, RCE No. 56915 I DAVID M OSPEh PE. PRINCIPAL DATE `'�4T V �`p SEE PLANS FILE No. R.C.E. 38022, EXP. 3/31/2013 P OF CAUL ---- D CITY OF ITY OF LAKE ELSINORE DATE: FEBRUARY,2O1Z OF PUBLIC WORKS /CITY ENGINE€R 2011-062 -. - `� ITY - - NOTE_ TO OXIMA7E CONTRACTOR: ALL. , CON CONFLICTS L _ 4 ARE APPRGXIMAIF LOCATIONS, CONTRACTOR-. -- -- -- i ,- y o-- I i VERIFY INSTALLATION. NS FIEL7 , _OC TIONS.P_R10f� IO-r..- -- --- - ---- -- - _-__� - -z_- -._ INS'ALrt1T ON FiNi"HE N -� r/l—� -- -- - GRADE) O -- — * f1• - L 3 - - I - -- _z. i I J. -_ �---- - G --- - -- -1- - --- T-- -- O% LEK WAT,ER GRADE" - ---- - --I -r-- 1 -- __ __---- - -- --_ -_ G o- - -- -- ---- ----- -- F 1.21 L ---- 1 R 23FL _ G - _ _ _ __ I FINISHED - .- .__, _. .._. _ ___.___1 -__. _,0, 3.42' _ —4— �- -58:-.9LF 24"0 CSP PIPE -t--- —_ ' � � I -- ..--- -- �_ .. ... 1+00.00 1+50.00 LINE „F„PROFILE — --- _ o_ ( HORZ. SCALE: 199:5 ----- --- - _- ��0�s'.... J0F _._.._�.......__�.. h �J I VERT SCALE: 1" 4 --"f"-_ -t-- -4.. 34. 1LF- 24"0 G>P f�IPE NOTE TO CONTRACTOR: L UTILITY CO iF!ICTS _ I 'ARE APPRCXIMAI'F LOCH ONS, -CONTRACTOR --.--- -- - + -- - - -W_ mo. SHALL FIELD VERIFY LOC I ON'S PRIOR TO - ------ / : - iN57AL CATION. . QmFg FINfSHE --._ c�¢i GRADE 1. - - __--- J I — -- i--�-- — I - GRADE 4"IWATER _ ---_ -_ 1000 ._.. "- 4- �RAOE!+_XISAN F_- ' 40-C P PIPE - �-35 02L --_2S_• _ }51 i - i 890 Q 5% - -- i 1 101.15-1 L I -- ._._ �DLF - 24"0 CSP PIPE �o -- -g �� -- - - -..- -- -- t - -- --°0� t h -_oo. . ----- -t -- - - -:n rn. a - -4_ 3 �- 1-0'- -3. 58 8LF ..24"-O-DSP -!~ �--5 - 5._-.-_�___-L- .) .-___ 72.06LF �4� CSP PPE {-_ - _ �., 1+00.00 LINE G PROFILE 1+50.00 .. HCF�Z. SCALE.VERT. SCALE: r1„=4' — -. o�__ 19 02 oZ f rno cnrn cn rn� -_- it-- _.ern 3HALAPPRODE72 F�LOC LOCATIONS "RIOR TO -.- .__ _ � I rn ----- _ PLIn' ONF IICTS _ CA OI7S CONTRAr;,O --f '---3.-42 -- ID-��P-P - ---. - --- { --�-- r -i __ _ !._ _. I :INSTALLATION. - F -. u N 7 0.4 1+00,00 1 50.00 2+00.00 2+50.00 - - -- - --- i - 1009 - 4•' DATER LINE D PROFILE /�� — IL 1 HORZ. SCALE: 7'" 4' _�5� o VERT. SCALE: 1"'=4. - CONSTRUCTION NOTES HATCH LEGEND - +- > --- -- -___t --- -- o I z , mc� _✓� L. UNDG. -- - - - 01 PROTECT IN PLACE. LE (65 CONSTRUCT TYPE GMP STEEL PIPE INLET'PER CALTRANS STD. PLAN CONSTRUCT RIP RAP I I o O3 075A (H SPECIFIED ON PLANS) WITH TYPE 36R GRATE PER CALTRANS / { S=6:094� --- ------- ------------ STD. PLAN D77B. _ __3.0% �— i CONSTRUCT TYPE DDT STEEL PIPE INLET PER CALTRANS STD. PLAN � ! _ � --- { I --- I -..I - 1 - _ 1.1 F O4 D75A (H SPECIFIED ON PLANS) WITH TYPE 36R GRATE PER CALTRANS f -, { 5 STD. PLAN D77B. - (' i -+ -- �- --! - i I ! - -- - � O5 CONSTRUCT 24"CORRUGATED STEEL PIPE, PROFILES ON THIS SHEET. I �o � oo � - i �-- I _ - -- -- -- ----ii 9z oz -- OCONSTRUCT 24"CORRUGATED STEEL PIPE 2230' ELBOW (MINIMUM o Z 2 PIECE). OCONSTRUCT CORRUGATED STEEL PIPE FLARED OUTLET PER CALTRANS g STD. PLAN D94A, TYPE 1. - -- '� _ � 1 .42' I I 57.1 LF - 24"0 CSP lPE 13 CONSTRUCT 8"AC BERM PER CITY OF LAKE ELSINORE STD. PLAN 207. 14 CONSTRUCT 6"AC BERM PER CIr(OF LAKE ELSINORE STD. PLAN 207. 1-00.00 LINE dH"PROFILE 1+50.00 1 g CONSTRUCT 24"THICK LIGHT CLASS UNGROUTED RIP RAP. - ---_ _ NCRZ. SCALE: J"=10' ✓r=RT. SCALE: 1"=4' MARK REVISIONS APPR. DATE Tk_ THESE PLAYS <,vE BEEN REv i ED FOR coMP_A cE wlrH THE SLOPE AND DRAWAGE REPAIRS CITY OF LAKE ELSINORE SHEET 13 APPROPR! r NDITIOPS OF OPMENT A+ ./OR CITY AND 4 � T i erect Solution ROF}SS+ONgI !D - IIe AT VARIOUS LOCATIONS STATE LI to AND �V- BEEN � �,7 A�C o 140 N .>{Pl� 'pie l°'• °°'"na'� 02 12 oA�,°�-1. _ STORM DRAIN PROFILES 13 ,?�s nAfi� � pc��gK 543xL8100 FX:(981)549-8102 ,;; -m lieA e°zi p BENCH MARK: SEE PLANS OF s > _ Z-rs 2o1L p 1 /- SCALE: sHE s cz ai i3 ELEV.: SEE PLANS KEN A. SEUMALO, RCE No. 56915 DATE DAVID m+ r spL7R, r R1NCPAL DATE c VPI Qe`Q - SEE PLANS FILE No. DIRECTOR OF PUBLIC WORKS CITY ENGINEER R.C.E- 380 2" EXF, ;/3 12013 F OF CAGE° ----- a OF LAKE ELSINORE oArr; FEBRUARY,2012 2011-062