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HomeMy WebLinkAboutTract Map 32437-2 Lot 3-4,15 & 36-70 Precise Grading GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND 5 SUBSEQUENT AMENDMENTS. 15 Sp �7NG' TRACT NO. 32437 2 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE S RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. 3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. PRECISE GRADING PLAN 4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF WAY. J¢�` 5. A PERMITTEE SHALL SCHEDULE A PRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. 15 00 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE S 3 4 15 & 36 70 CONSTRUCTION SITE IS WITHIN ONE-QUARTER (1/4) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M. LOT PROJECT AND 6:30 A.M., MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:00 A.M. AND 6:30P.M., ON SATURDAY. FURTHER NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES S E 4SHEE7 5 REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS THE PERMITEE IS 1 i 7 ; i 1 ' 2� ; 27 2r SHEET 2 �� 5/ 1 51 / ,. . pPa IFSH RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. �5 ' ' r 5 ' 54 5 5 7 ` 5 2 9 3 ' ' t 1 1� �:� 24 1_,`, �6 OT.1 J4 22 f 20 g R T � 8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE): 24 �„�, -- -- - - - r r- .�^ -- r•• w: �G LADIO KYTLICA RICHMOND AMERICAN HOMES ($18) 266-2656 A M E S B U RY LANE -�, �- GARRISON D R I V 33 LA N D R U M PLACE c� (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 HR PHONE NUMBER) f r"" `- -- - "" "- 25 -- � 5 `�6 44 � w 1 ` 6 7 8 9 16 11 12 1,3 '4 w 43 � � 1,5 LADIO KYTLICA RICHMOND AMERICAN HOMES (818) 266-2656 zl RESPONSIBLE PERSON CONTRACTOR COMPANY 24 HR PHONE NUMBER PARK/NG� 32 47 Z � ' � �� �� 2 < �~ � /I r 1�� VICINITYMAP 3 Uj ' }> 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE z 4 r �"` //r -" 4.2 zr `�1 1(3 NOT TO SCALE q MOD t ? 7 L >....1 1 IYIf.J ?j. `d 1 4 i� )L_) ! _ Cit f (--•- -- ,/! — , { DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. (� 6 2 42 34. 5 > z �4 46 p 41 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING17 ``� ' ' 4�J v" LU EARTHWORK QUANTITIES: UTILITIES. unnow 114 , Y 3 4 53 47 w ► � ` 0 ` � - - 160 z __� 40 � m 29 v 1,900 YD CUT 0 YD FILL 11. CONSTRUCTION FENCING: A SIX FOOT (6') CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL 7 ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING I 25 2r 434. ' 43 ! 52 45' r ,3 R\v�. 64 AREA SUMMARY: � UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. < >`�-- M�R� 12 GROSS ACREAGE = 4.94 AC 72. 24. 7 DISTURBED ACREAGE = 4.94 AC 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE 4 53 4 51 1� 1 f ` MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 (TRACT AND PARCEL MAPS ONLY). ' 62 6`4 2,, 2f 8 4 69 8 WAVERLY Lp,NE , >- 7 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403, INCLUDING w Q r r w �- ' 32 `� 50 6 METHODS APPROVED BY THE CITY ENGINEER. Z �> 22 Z 4� 3 4 7 6,3 5 T OF ASSREVIATI & S <,c .Q 4 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF T 21 w 46 31 1 `3 T.C. TOP OF CURB ``?00 -- EXIST. CONTOUR THE OCCUPANCY RELEASE FORM. Z 3� >- ' ----- 2 %4 w - 2 F L. FLOWLINE ELEV. 100 PROP. CONTOUR _ T.G. TOP OF GRATE PROPERTY LINE 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE Z r 20 31 z 3�) �, ? G.B. GRADE BREAK — — -`� — DAYLIGHT LINE NOTES. < T j 3 < CY 2 1 25 26 G7 F.G. FINISH GRADE 27 _ SHEET FLOW RATE M 79 r r- r _ r - R.G. ROUGH GRADE - - GRADED SWALE 16. PROVIDE SURVEY CUTS SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. 4 ( 2 I i---- 3? � , 2� /� �--r -- - F.S. FINISH SURFACE CENTERLINE GRADING NOTES: .� /I �—'�l �18 f 1 j 16 1`� 14 ',.3 1 INV. INVERT OF DRAIN — '` e — SWALE HIGH POINT z 2 1 1 17 49 F.F. FINISH FLOOR ELEV. SUBDRAIN 2 P. PAD ELEVATION FLOWLINE C.1 /'-''S�_../ 1. ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, - -" - AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 6 10 34 - CHARLESBURG DRIVE G.F.F. GARAGE FINISH FLOOR ___01 AREA DRAIN 16 B.V.C. BEGIN VERTICAL CURVE — TOP OF SLOPE 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND 7 ASSOCIATES, INC. DATED JANUARY 17, 2002; AND PETRA GEOTECHNICAL, INC. DATE 03/22/2010 9 7 L.: E.V.C. END VERTICAL CURVE — TOE OF SLOPE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. � -' 2 �� 4 � ho P.I. POINT OF INTERSECTION RETAINING WALL . E.P. EDGE OF PAVEMENT FIRE HYDRANT 4. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO THE LAND -~ .j 35 1 Tj 65 .W. TOP OF WALL ELEV, STREET LIGHT DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY pj�� 3 3 �GP�� T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL FEET (30') IN VERTICAL HEIGHT. 53 INDEX MAP — — — , C� - 4� 39 T.R.W. TOP OF RET. WALL ELEV. o ,� DEEPENED FOOTING 52 SCALE 1" = 150' D.F. DEEPEN FOOTING � 0�4• WATER METER 5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP 4 0 \ 4�1 r' L. LENGTH -. DEPTH OF REQ'D OVER EXCAVATION OF ALL GRADED SLOPES OVER THREE FEET (3') IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE 4 5 p 44 f r DWY. DRIVEWAY RUNOFF AWAY FROM THE TOP OF SLOPES. 5 3 51 N.T.S. NOT TO SCALE C -T CATCH BASIN & LOCAL DEPRESSION -- r----- �O � 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO APRE-CONSTRUCTION MEETING AND COMMENCEMENT 54 46 OF ANY CONSTRUCTION/GRADING ACTIVITY. �`� 4" 1°1RBhAR$� P.U.E. PUBLIC UTILITY EASEMENT INDICATES CONCRETE STOOP ------ � -- PREPARED BY: 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER 55 - f n 417 W/ N INDICATES ENHANCED ELEVATIONS COURSES SHALL BE PERMITTED. _ pG ¢ RJl HM HUNSAKER & ASSOCIATES SYSTEM BACKWATER 48 AMERICAN HOME S M SINGLE I R V I N E I N C BW VALVE REQUIRED 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE , ,,./'"` �' 5171 California venue PLANNING ■ ENGINEERING ■ SURVEYING Suite Y� IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING Irvine, Californiaforniia 92617 Three Hughes ■ Irv�, CA 92618 ■ PH:(949)583.1010 � FX:1949)583-0759 (FOR INFORMATIONAL PURPOSES ONL ,�. OPERATIONS. "57 0 (949) 467-2600 oN '� W.SSPLIT SYSTEM EDACKWATER � S �BASIS OF BEARINGS: VALVE REQUIRED 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET (5'), THE TERRAIN MUST BE KEYED AND % THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE OF DEER HOLLOW WAY BEING N 42°23'53" E (FOR INFORMATIONAL PURPOSES ONLY) v BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85%) WATER SATURATION. j 1 (ROTATED 0000'35" FROM THE RECORD BEARING OF N 42023'18" E PER PM NO. 24387, PMB 164/ o " 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL 5-20•) STEP DOWN GARAGE SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1') IN DEPTH LEGAL DESCRIPTION: o HAVE BEEN PROPERLY PLACED. LOTS 3, 4, 15 AND 36 THROUGH 70, INCLUSIVE OF TRACT NO. 32437-2, IN THE CITY OF TEMECULA, I COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN ON THE MAP RECORDED IN BOOK 393, PAGES CONSTRUCTION NOTES AND QUANTITIES: cfl 11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-308-6395) AT LEAST 48 HOURS IN ADVANCE 23 THROUGH 28, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT COUNTY. CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PLAN 29 EA. CLEARANCE FOR EACH LOT. 12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND ENVIRONMENTAL NOTE: SAWCUT AND REMOVE EXISTING CURB AND GUTTER. CONSTRUCT 6" CURB AND GUTTER PER CITY STD. 200 122 L.F. DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL OF CUT/FILL SLOPES. ENDAGERED SPECIES ACT. DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM ALL APPLICABLE FEDERAL, STATE o 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT & LOCAL REGULATORY AGENCIES AND DISTRICTS PRIOR TO ANY SITE DISTURBANCE OR GRADING. INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN SOILS ENGINEER'S CERTIFICATE: N DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. NOTICE TO CONTRACTORS: 14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE I, SIAMAK JAFROUDI A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPESCN OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, EASTERN PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY VERIFY OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS THAT A SAMPLING AND STUDY OF THE SOIL CONDIT ONS PREVALENT WITHIN THIS SITE WAS U.P.C. TO THE ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE MADE BY ME OR UNDER MY DIRECTION ON aft ONE COMPLETE COPY OF OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE THE GEOTECHNICAL ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY �^' PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. ® LD11-088GR 18\ LD12.040GR Q Underground Service Alert NOTE: THESE GRADING PLANS HAVE BEEN REVIEWED BY ME, OR UNDER MY DIRECTION AND /3\ LD11-072GR LD12'033GR z ► CCI l I: TOLL FREE "IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL ENGINEERING INVESTIGATION ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL MENTIONED ABOVE. �-+ CZ, RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY LD11.064GR © LD1.2-012GR t' 1�800 SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. QROFESS Z o �� "�r F2o THE DIRECTOR OF PLANNING AT NIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM �� Ro�O� c. D LD11.005GR ® LD12,006CR � 227_2600 OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN SIGNED INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS Of W THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL GE2024 6Z30/12 NO. GE002024 cn REFER TO TM32437 ROUGH GRADING PLANS, LD04-295GR TWO WORKING DAYS BEFORE YOU DIG RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL R.G.E. N0. EXPIRATION DATE w AUTHORIZE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL s�.�Fo �y1GP�'��P FOR EROSION & SEDIMENT CONTROL PROVISIONS/COMPLIANCE. CL J® / RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR 14112 oFCCA��Fo� COPY OF SAID PLANS AND SWPPP SHALL BE AVAILABLE ONSITE. Z "CAUTION": Remember that the USA Center 5/07/12 JC A\REV ELEVATION ON LOT 59 t 4d j notifies only those utilities belonging to DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED DATE the center. There could be other utilities 4/23/12 JC REV. PLOTTING ON LOTS 57-62 BY THE PLANNING DIRECTOR. c� present o the work site. The center will �\ WDID # 933C357834 LD10.013GR p inform you of whom they will notify. 2/16/12 JC 6 REV. PLOTTING ON LOTS 50-56 Q CONSTRUCTION RECORD DATE BY DATE AWD BENCH MARK SCALE goFESS/ DESIGNED BY DRAWN BY CHECKED BY Drawing No.o RECOMMENDED BY: DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS r� 1/23/12 JC 5 REV. PLOTTING ON LOTS 63 & 65 3 1/2n DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE 4koP D. Q�� Contractor 10/14/11 JC 4 REV. PLOTTING ON LOTS 43, 47-50 & 63 CURB STAMPED RIVERSIDE COUNTY BENCH MARK HORIZONTALC0 Q'r ��2c Plans Prepared Under The Supervision Of N T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE _ 2 09/1/11 JC 3 REV. PLOTTING ON LOTS 43 & 65-68 OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE w NO. 42038 m ACCEPTED BY: DATE: RECISE GRADING PLAN co AS NOTEDGREG UTLER ►� Inspector 07/21/11 JC 2 REV. PLOTTING ON LOTS 37, 40-42, BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY �" ' OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. PHILIP D. DO Date: �4 _L_ DIRECTOR OF PUBLIC WORKS/CITY ENGINEER o o 68 & 70. VERTICAL -� TRACT NUJ. 32437=2 Date Completed 12/20/1 JC 1 REV. PLOTTING ON LOTS 37, 57, 59, 60, ELEVATION: 1097.163' 9TFoivi� '� L®TS 3, 4, T 38®�� cO N/A CALF R.C.E. No. 42038 R.C.E. No. 47109 1 5 61, 66, 67 & 68 , SHEET OF DATE: Jun. 04, 2012 03:19:42 PM FILE: F:\0587\Engineering\TR_32437-2\Grd_Productio n_Precise\ShtO1 .dwg EROSION & SEDIMENT CONTROL NOTES: - _ 1. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO SITE-SPECIFIC CONDITIONS. FG FG YEAR-ROUND POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP'S), 7 LOT NO. MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. ADDITIONAL EROSION PREVENTION AND SEDIMENT ' c.J Qo�a'� CONTROLS MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE , �1:�z P.L. DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS THROUGHOUT THE "� I 1 1 5' MIN. DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING � 15' TYP. (10' MIN.) TOP/TOE OF ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE F.L. 1' SLOPE SHOWN DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. `" o F� C F 3 MIN. ON PLAN 1108.3 �� �ti 5' MIN. Uj 2. STORM WATER RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO PRIVATE OR HP �' z Z z � z � J F.L. 3' MIN. Z ✓ F.F. ELEV. g PUBLIC STORM WATER, CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW-LINES, INLETS, 1 MIN Vol be r OUTLETS, ETC.). ALL NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER r _ i1� i i i PAD ELEV. �? CONVEYANCE SYSTEM YEAR-ROUND. ( - z 1 107.9 m o l D.F. N FL A B _L *2:1 MAX.* m 3. IF THE PROJECT WILL DISTURB, EXPOSE OR STOCKPILE ONE (1) ACRE OR MORE OF SOIL, THE SITE MUST , , PAD 00 a ° 8"MIN. 2 BE COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT. A WASTE DISCHARGE IDENTIFICATION 1 107.9 p,�' ELEV \\ ,,� 8"MIN• (WDID) NUMBER SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT, AND A FL 1 --A D.F . 'YG. ��,STORM WATER POLLUTION PREVENTION PLAN SWPPP SHALL BE IMPLEMENTED THROUGHOUT THE DURATION � ' -�:_ 0 �� �� . �� F 0 ELEV. B.S.L. 8"MIN• °� PAD ( ) !-=1 108.6 ► ' ' 2%Min-20%MAX. \fir'\ ELEV. OF THE PROJECT. THE SWPPP SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN -� FF=7 109.3 BE DOWNLOADED AT WWW.WATERBOARDS.CA.GOV/WATER-ISSUES/PROGRAMS/STORMWATER. THE SWPPP i� 5 2, * EXCEPT BERMS LESS THAN 1' HIGH TEMPLATE CAN BE DOWNLOADED AT WWW.CABMPHANOBOOKS.COM/CONSTRUCTION. 0p N FLFj, � MAY BE CONSTRUCTED AT 1 1/2 TO 1 --------------- 5.2' 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS If __ z. THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION WITHIN SEVEN (7) DAYS PRIOR TO ANY 1I I I 4 0 : a .a SIOEwALK . SECTION A - A -_ ! I I I CU FACEQ C FORECASTED RAIN. THE DEVELOPER/CONTRACTOR SHALL MAKE AVAILABLE EQUIPMENT AND WORKERS FOR I -- SECTION TO BE USED WHEN PAD G� G• �,• DIRE(: G• , EMERGENCY WORK TO PROTECT THE SITE. OF FLOW DIFFERENCE IS GREATER THAN 1.0 I 5. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE EXISTINGI JG TYPICAL LOT FINISH GRADING LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF EROSION AND � : !SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS i IIN.T.S. OF AN INACTIVE SITE, AS DESCRIBED IN SUBARTICLE 6.3(B) OF THE GRADING MANUAL, SHALL ALSO BE 0.7 (;FF- I I I P,L.PROTECTED. � D•F S MIN. 5 MIN. 1107.3 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED :� FL GB o 1. SWALES TO BE CUT IN AT 1% MIN. 3' MIN. F.L. 1 F.L. 3' MIN. YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY "' ° N AT ROUGH GRADE AND PRIOR TO z 6'6�, z SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION o BUILDING CONSTRUCTION. EXTRA DEPTH OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN --� . 55.00' `- �; OF FOOTING TO 6 THEIR PLACE. --�... O - '\ -- -- -- - ----- - ---- -- -- 2. A PAVED DRAINAGE SWALE o BE DIMENSIONED o Cod 2 rod [ CATCH BASIN & PIPE , OR OTHER m ON PLANS I 1.0' OR m ,�O SIMILAR DRAINAGE DEVICE !S LESS 7. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED T0, APPLYING AND ESTABLISHING VEGETATIVE ��5 ��5 �� REQUIRED WHEN A STOOP - ► 8'MIN. COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING FIREPLACE OR PORTION OF PAD 00 .4 (MINIMUM 10-MIL), POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL DISTURBED AREAS, OR OTHER �°' `�� 6.5' '� oo THE BUILDING EXTENDS WITHIN ELEV. \\� * • •* 8"MIN. < o0 ro `L c�� cel MINIMUM ESTABLISHED DRAINAGE - 2.1 MAX. PAD MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE �,�4 = ��4 ,�0�' Opo' SETBACKS. 4 .� 6"MIN. a ELEV. EROSION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER ,`C, ��, o � '� ��G 2%MLN. MATRIX PRODUCT APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER MATRIX PRODUCT �, + '� 3. SEE STD. PLAN 207 FOR 2% MIN. TO A RATE OF 10 GAL/ACRE. THE CITY MAY APPROVE DIFFERENT APPLICATION RATES FOR ° �p _ DRIVEWAY APPROACHES. 2:1 MAX. cQ _ _ _ _ _ 2%Min-20%MAX. SLOPES LESS THAN 4:1. � � ,�` AMESBURY""' LANA 8. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED T0, DESILTING BASINS, GRADED BERMS, FIBER , R/W EXCEPT BERMS LESS THAN 1' HIGH T �p EO X MAY BE CONSTRUCTED AT 1 1/2 TO 1 ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM 3/4" GRAVEL), CHECK DAMS, _ \__.. DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15 FOOT (15') INCREMENTS 6' 00 SECTION " B - B" MEASURED ALONG ON THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR N h STREETS AND COMBINED WITH GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK 1 1/4"PER V SECTION TO BE USED WHEN PAD DIFFERENCE RIGHT-OF-WAY OR BACK OF CURBS. --- -�--- IS LESS THAN OR EQUAL TO 1.0' 9. ALL ONSITE AND OFFSITE FLOW LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.) STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND >>p �,� `o 1% MIN N DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS ® �' 6 �. �. = --- - ---- .. oo I O �� h X P.L. DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS YEAR-ROUND. ,� '�,s�6 �' ��' �� FIG. N(�. 2 UP TO 5' 2' _ ,n MORE THAN 5' h/2(MAX 5') is 10. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH © NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W F.L. RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, I �.►.� STUCCO, AND OTHER LIQUID WASTE SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, j oc°Da N �� z. 2% 15� TYP. Z SIDEWALKS RIGHT-OF-WAYS AND FLOW-LINES ETC. PRIOR TO ANY FORECASTED RAIN BINS AND I 12'f r'1 OQ 00 2% -�--- 10 MIN. WASH-OUTS SHALL BE COVERED WITH A LID OR PLASTIC TARP. i > o `1- Q ® MIN N 1. SECTION "A-A" APPLIES WHEN THE SEE NOTE #4 0 DIFFERENCE IN PAD ELEVATIONS �,•� AT LEFT m 1 1. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES w EXCEEDS 1.0'. pR YEAR-ROUND TO PREVENT TRACK-OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL ' �� 6` �� �) II 1 2. SECTION "B-B" APPLIES WHEN THE N�'�Rq� 5Z MA STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO &0-"- SLjA. 16. OWY - 3% I Q„ Li„ 15 I DIFFERENCE IN PAD ELEVATIONS IS 290 MIN• 8"MIN. 0 1 +76.31 ° 1.0 OR LESS & THE EXTRA DEPTH � -''----� PAD PREVENT TRACK-OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALLCJ ! L`i•- ` �__�`""' ,ELEV. 26�. OF FOOTING IS SHOWN ON THE �•(� \�� PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET 1 J�© ' 21'f �om N� GRADING & STRUCTURAL PLANS. ©Ft ~'`^''-"" SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE 7706 `r cS'� 10 2% i.,,� II r_ca cy 04 I "?� �C)aou!- 1 APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. �4 S6 -- co co �-�' Lri to �'Q I '`` . ... , 3. IN NO CASE SHALL THE SWALE -�� coolam..- 1 1 0° FLOWLINE BE LOWER THAN THE TOP OR TOE OF 4%MINN20%MAX for 3 i 110 m m 3 (' I SLOPE SHOWN ON PLAN then 2%Min-20%MAX. -� �. �g ______ BOTTOM OF FOOTING WHITHIN 12. DESILTING BASINS SHALL BE SIZED ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (3600 170 07/ 1% INI 5' FROM BLDG. LINE. CUBIC FEET OF STORAGE PER ACRE OF DISTURBED SITE EVEN IF THE SITE DOES NOT REQUIRE S .� "~ __ ° � 114 ! !' 99 COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND DRAINED FROM BASINS WITHIN 72 HOURS. 7705 IFS �' �' % I....- 98 0' 4. PROVIDE 5' WIDE BY 1' HIGH BERM SECTION C - C `75 SLS 1•� 1MIN `�. 0 OR EQUIVALENT ALONG THE TOP OF 13. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS o r. N ALL FILL SLOPES OVER 5' HIGH. TYPICAL REARYARD GRADING INSTALLED. EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100%%% SLOPE PROTECTION MUST BE IN PLACE PRIOR 1F 16.3' DWY �'�© o� �� oo v-1 2%_ T-LL_ O TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 0_0��SA. 1 (+07.29 5,43. � 20' �) � �- MIN 1701-L � Cc � X1052 10.1% 14. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, 0 GELS AND POWDERS SHALL BE STORED AWAY FROM ALL PRIVATE / PUBLIC STORM WATER CONVEYANCE 9 ------ °�' T"' •�• SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENT. 2 (,� � 2% Q INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE STOCKPILES SHALL BE COVERED 1 CJ ® 15 MIN o PRIOR TO A FORECASTED RAIN. ' �- �-.. z ,� o 6 ' I �' II TYPICAL BUILDING FOOTPRINTS & SETBACKS 15. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL-BAGS PLACED ON THE 30 30' 1 (I t° DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. ,nm CL CD J 26 I 10' 20' r 70s Q ' cool h.4: Ui o �v 4: on CD OPTIONAL ROOM/ OPTIONAL ROOM/ � 16. MPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING PONDED WATER-DO NOT 0 .9 �'TC os �� coo ©ca o GARAGE GARAGE 'n ENTER SHALL BE POSTED. ; 2F� 3I OPTIONAL _- OPTIONAL `�._ ... .,_.....__... 1 M.I► ... ..i ROOM OPTIONAL 17. NO OBSTRUCTIONS, OTHER THAN BMP S, SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE 20 10 --� ---- -- -- --. _ N ROOM ROOM SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY ENGINEER. 98.00 -7 o OPTIONAL N p _ N GARAGE 10.3% � CN SEE SHEET 3f„ _ I I O 9 Ln Lr N.; 5.2 ' 5.2' 2 3 I 5.2' 1 N 11.3% Qr 44.7' I 5.2' .2 I z C I 1 4 �- 10 I i-7 _ I c �- N i_- 49.6T 0 Q T 70A O 42' !43' ^ ! 5.2' CO I 5.2, I I 1 I 1 r O 4!tea ! 16. ( ( Q Underground Service Alert .�;( , J, J r� 170 ; ca - - Call: TOLL FREE 7 �� y •-- CONST UCTION NOTES: m � OQ 3��� __ _ __ __ __ __ _ a W �F� V) * i - CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PLAN -- -- -- 98.00, Z �L --- SAWCUT AND ,REMOVE EXISTING CURB AND GUTTER. Q {� CONSTRUCT s CURB AND GUTTER PER CITY STD. 200 � � � S1 91 S21 C-CHAD S24C-CANDACE S27D-DEVON � 22711111111111112600 1 STORY 2 STORIES 2 STORIES 2 STORIES 1 TWO WORKING DAYS BEFORE YOU DIG INDICATES SIDE OF THE FLOOR PLAN THAT REQUIRES ARCHITECTURAL ENHANCEMENTS 20 10 0 20 60 CL "CAUTION": Remember that the USA Center z notifies only those utilities belonging to 0 the center. There could be other utilities present at the work site. The center will GRAPHIC SCALE 1 "=20' inform you of whom they will notify. i DID 933C357834 LD10-013CR o CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Drawing No.SCALE �OFESS/0 RECOMMENDED BY: ATE: ? ® CITY OF T DEPARTMENT OF PUBLIC WORKS 3 1/7' DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE 4�0 A�p0 D. A��� CURB STAMPED "RIVERSIDE COUNTY BENCH MARK w 'A Contractor HORIZONTAL � �� Fr, � Plans Prepared Under The Supervision Of � N T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE z ACCEPTED BY: DATE: PRECISE GRADING PLAN I OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE ,,, NO. 50392 m AS NOTED Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY o� Exp. 6/30/1 �' Date: /yr, Z®/O GREG TLER o OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. �, ERAR D. EZ DIRECTOR OF PUBLIC WORKS/CITY ENGINEER g TRACT N®® 32437=2 � VERTICAL � �`� - -...... � � Date Completed ELEVATION: 1097.163' 9TH, Gt v 1 0�� �or�:.ies:::: N/A of CA L�� R.C.E. No. 50392 R.C.E. No. 47109 „0 LOTS ' * �, 1J SHEET 2 OF 5 co DATE: Jul. 14, 2010 12:57:52 PM FILE: F:\0587\Engineering\TR_32437-2\Grd_Production_Precise\Sht02.dwg 1 r C) kci SAVOY LANE co >> N C', �C, V ^' N >2ss�'9-)j, T >> 1 CON 1105R1M �'�Q 6 9 ® S6�G °0 4.6' S �� 5.3 �° Sstc ' ® 6-� ��'�" `3> cam' ® 6`9 N 9.6' 5.8' > > > r >j Od, ,c• �p ,NO- 0. ,n >j �;�. >>s > s ° -----s ,9-1 A >° .0" �' - �� >� - _ - -- - 2 CONSTRUCTION NOTES: 55.00' 2%- 5 .00' �;�...--.- .. p% 3. � , " o c, b•, r, 0 2.0% o �_� CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PLAN .- _ _ > • i ° oho �: coo cs �' oa rn cr O - q a ° ci . T URB AND GUTTER. � `�, �, �, cn __ SAWCUT AND REMOVE EXIS ING C' f1F © 0.7 0 5, CONSTRUCT 6 CURB AND GUTTER PER CITY STD. 200 D.F � D.F. Q.F.0,5# ' L, GB r- D.F D.F. � I GFF=1110 1 I GFF=1112 3 � N � FLOGB ,GFF=1109. \) } 1108.7 � 0'S F=1111. • 6 1108.53TG I FL GB 1108.7 1 'F I� 1110.74TG ,�, FL10B 1110.9 I 6 '� 110 . l V 1 FL GB 1109.21INV ► FL GB INDICATES SIDE OF THE FLOOR PLAN (� 6 96 N I I w Y O THAT REQUIRES ARCHITECTURAL ENHANCEMENTS I 1 5.2 I I 1110.9 5'2 ISINGLE SYSTEM BACKWATER VALVE REQUIRED 30 30' 1 1108.70 i I 1 2 +7 'HPFL 7 I i� , I I , I BW (FOR INFORMATIONAL PURPOSES ONLY) sc 1 20' 20' 1 D.F. i -� ® I I BW __ gyp/ -I 1 SPLIT SYSTEM BACKWATER VALVE REQUIRED 30 Ln 4 w S I I FOR INFORMATIONAL PURPOSES ONLY 1 ---BR 5.2 ;�-- ,1 �. 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D.F. , 0.6 i i 0.4 i 0.7 i 1113.8 D.F. 4 ° 1 __ I 0.6 D.F D.F. _1 1 1 1.1 0.2 0.6 I o t� 1.6% F S� D.F. _ D.F i I D.F. ° 0.6 D.F FL GB D.F. -- s. u, S 8 27. 18' 1 108.7 � o D.F ®- &� o .. ° FLfGB N D-F I s. o c.0 a ° o :2° C° © ,�• , `� _ 31 o C'4 >\ r. co° �.`�2g o b`. cs� s` �° \ �,, �, •- 2 7� --> N C�? �r'7 ` s- O �o N Cj f`r) �+. �. N / ,�� .* N II, �,,. 1.6% -Ph, .�-�. ...---.. _55.50' __ _55.50' �'''. _ 14.88' 18.42 >> -.,- � 22.6 7it •��s 2 3q �.... ?.• _ 55.00 _ _ 55.88' __ __ --y. .. _ -_.... 55.50 _ -�.... _ 55.50 _ - ..... 9 , 4. 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There could be other utilities EXISTING RESIDENCES j U present at the work site. The center will Q 0 inform you of whom they will notify. ( 7 3 .5� 3 LD10-013CR o CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY OFTEiviECULA Drawing No. °� SCALE �pFESS t CITY DEPARTMENT OF PUBLIC WORKS r� Q oNq� RECOMMENDED BY: DATE: '�- �. 3 1 f7' DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE i�"� p �• Opp F 1/23/12. CURB STAMPED RIVERSIDE COUNTY BENCH MARK N ContractorJC REV. PLOTTING ON LOTS 63 & 65 '� �l HORIZONTAL �Q� �,c. � Plans Prepared Under The Supervision Of � 10/14/1 JC 4 REV. PLOTTING ON LOTS 43, 47-50 & 63 T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE rn ACCEPTED BY: DATE: PRECISE GRA®ING PLAN OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE AS NOTED NO. 42038 � G - BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY Date: Z G U R Inspector 09/1/11 JC 3 REV. PLOTTING ON LOTS 43 & 65 68 OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. HILIP D. DOWTY Z3 D RECTO OF PUBLIC WORKS/CITY ENGINEER a32437=207/21/11 JC 2 REV. PLOTTING ON LOTS 37, 40-42, VERTICA `�� .�- TRACT No. Date Completed 68 & 70 ...... ELEVATION: 1097.163' L F c r v �o�� 47109 ';�-':ices ` LOTS 36 A -?O N/A �� cA� R.C.E. No. 42038 R.C.E. No. °'�*+ SHEET3 OF o 12 20 1 JC 1 REV. PLOTTING ON LOTS 37 66 67 & 68 DATE: Feb. 23, 2012 02:16:29 PM FILE: F:\0587\Engineering\TR-32437-2\Grd-Production-Precise\ShtO3.dwg lig 9 11; 28. 17' 36.31 68.81' 68.22 57.33' sww ww ww w ww w w ww ww•r�wr�rrr Warr w 0000 0111111ww w wwww ®rw w ww ��ww w rsww w ww�r .o w. waw www EX. 2:1 EX. 2:1 57.33' 57.33' EX. 2:1 EX. 2:1 o EX. 2:1 EX. 2:1 0 57.33' 5 ,33 ,--1117.6 1 1117.6 N z X. 2 1 ° � � 1119.3 EX. 2:1 -H -I - _ - _ . _ i FG 1 117.2 FG - c.7 oo co 1118.4 1 00 _ 1 � - n- 1�7 2 HP.. 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CITY OF T DEPARTMENT OF PUBLIC WORKS 3 1/2' DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE �<v \\"\ 'D .�. CURB STAMPED RIVERSIDE COUNTY BENCH MARK HORIZONTAL �`" 'Z' �'c�c� Plans Prepared Under The Supervision Of N Contractor Q .. P P ►� T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE rn ACCEPTED BY: DATE: PF�ECISERADIN#ai PLAN ' OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE AS NOTED w NO. 42038 m Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY Date: 1 171 REGio TLER o OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. �, PHIL D. DOW'TI' DIRE OF PUBLIC WORKS/CITY ENGINEER o TRACT NQ. 32437=2VERTICAL � � � Date Completed 2/16/12 JC 6 REV. PLOTTING ON LOTS 50-56 o ELEVATION: 1097.163' 9'Foc�v���o�`� 42038 47109 �'�� seg LOTS 45�i o N/A F CAL% R.C.E. No. R.C.E. 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WDID # 733C357834 LD10-013CR o 4 CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SCALE ROFEss,o DESIGNED BY DRAWN BY CHECKED BY ` � DEPARTMENT OF PUBLIC WORKS Drawing No. � 3 1 2� DIAMETER ALUMINUM DISK FLUSH IN CONCRETE o19 p D. N"�l RECOMMENDED BY• DATE. 6 CITY O F T E M E C U LA / � - ��• Oozy F r!- Contractor CURB STAMPED RIVERSIDE COUNTY BENCH MARK HORIZONTAL �`"cZ�' ',.c 2� Plans Prepared Under The Supervision Of N T-46--81 RESET 1997" EASTERLY OF THE CENTERLINEPRECISE � � ��� OF SR-79 AT THE SOUTHEASTERLY CORNER SOF THE AS NOTED w NO. 42038 %' ACCEPTED BY: DATE: Inspector 5/07/12 JC REV. ELEVATION ON LOT 59 /�� BRIDGE OVER SANTA GERTRUDES CREEK; 4.5 NORTHERLY a �../- Date: Z- EG TLER o /23/12 JC REV. PLOTTING ON LOTS 57-62 OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. �, P ILIP D. DO DIRECTOR OF PUBLIC WORKS/CITY ENGINEER o TRACT �� � ® O VERTICAL 2 Date Completed 2/16/12 JC 6 REV. PLOTTING ON LOTS 50-56 ELEVATION: 1097.163' 9jFOPIV,� o¢� �T g � LOTS 56=620 cAt�F R.C.E. No. 42038 R.C.E. No. 47109 %�, , 12/20/1 JC 1 REV. PLOTTING ON LOTS 57 59 60 s 1 N/A SHEET-5-OF DATE: Jun. 04, 2012 03:19:12 PM FILE: F:\0587\Engineering\TR_32437-2\Grd_Production_Precise\Sht05.dwg