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HomeMy WebLinkAboutTract Map 32437-2 Lots 3,15, 36 & 70 Precise Grading GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND 15 15 SUBSEQUENT AMENDMENTS. NO, CS 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE 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. �P x 4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF WAY. �Ll p 5. A PERMITTEE SHALL SCHEDULE A PRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. co 15 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER (1/4) OF A MILE OF AN OCCUPIED RESIDENCE BETWEEN THE HOURS OF 6:30 P.M. 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 apposampffam NATIONALLY RECOGNIZED HOLIDAYS. 324372 PRECISE GRADING PLAN LOTS 3 15 & 36 70 7. 'SHE 2 THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES72 , REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS THE PERMIT£E IS ,_. , �, ��.; ,.-- ;.. ; ` 5 , r pP� RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. EET 5 ' -' 1 -"" ' l L'..� 5 5 54 5 5 7 5 � 62 2,.� rte ,; R �t 2` 2 5�°, 6061 ,.3 � (� 2; ..: -t 1.3 IVIL 8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE): -- -- -- - -- - I .i^ r- .r -- r •' AMESBURY LANE - 24 �,, ;r? `� GARRISON DRIV -, LANDRUM PLACE o LADIO KYTLICA RICHMOND AMERICAN HOMES 818) 266-2656 -- -- -- - -- -- 2,' (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 HR PHONE NUMBER) 56 44 LLJ .5 LADIO KYTLICA RICHMOND AMERICAN HOMES (818) 266-2656 ,,. 112 1 14. (RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) (24 HR PHONE NUMBER) " Q , &4� ; Q ► - -..► j�!�; ,� VICINITYMAP i r —+ f , J i s i 4-------t J `'f 1 ._; ' x = NOT TO SCALE 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE ,.� 5,; 4 ) � DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES,, IF APPLICABLE. r. ' `4. �` 7 `1 {� O 65 ,.._ w �` 61 �--- �.� � r 45 Q z , ( 0 zo 17 R 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING ; ;r= 1..4, NINE= 0 EARTHWORK QUANTITIES: UTILITIES. r:-- w 7 (� Ywx�, uau 44 ;�� 4 7 v 60 z , a= �f 0 2 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 r, ' 7 �-' ����. 3 AREA SUMMARY: ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING l�-' �;� �.� �%� � 43 ,,, � >- � u�% ; �r`�' ��� D UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. _ r�' < -- t �{ �4 GROSS ACREAGE = 4.94 AC 7 12 4 DISTURBED ACREAGE = 4.94 AC Io 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET,CENTERLINE r _ , ' 4 .', 1 4.: MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 (TRACT AND PARCEL MAPS ONLY). ' '� ' ,. `23 _f 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S SCAQMD RULE 403 INCLUDING VFRLY �p,N w <c ►64 28 '` WILM METHODS APPROVED BY THE CITY ENGINEER. - 22 ' r"c I Z � 39 4 70 L.E O 1A & S 0 __j 1 T.C. TDP OF CURB 100 - EXIST. CONTOUR 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF -- :2 ;' `��% � EMERY I V E '" ` F L. FLOWLINE ELEV. `�-"100----- PROP. CONTOUR THE OCCUPANCY RELEASE FORM. z ' ' _j .3u� 7` ` 0 2 � w � � - � T.G. TOP OF GRATE -- PROPERTY LINE -- %�� �� jr. -- ` G.B. GRADE BREAK - -� -- - - DAYLIGHT LINE 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE Z 4."r r j 1 } r - 6 l7 F.G. FINISH GRADE 2% _ SHEET FLOW RATE 2� NOTES. � �> � •� � � � �_ � __._.. - _ - R.G. ROUGH GRADE GRADED SWALE 16. PROVIDE SURVEY CUTS SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. m 4 � — �---- 7 �, , 2 � �--� - `- - F.S. FINISH SURFACE -�— CENTERLINE o.Q GRADING NOTES: - ��311-'' �� t 7 ' ,�! °�� INV. INVERT OF DRAIN _ '`� - SWALE HIGH PD/NT ' f'11 '} `� P. PAD ELEVATION FLOWLINE 1. ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, ' ' '7 4'' �� -' F.F. FINISH FLOOR ELEV. �`'S _ / SUBDRAJN AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. i J' x, CHARLESBURG DRIVE G.F.F. GARAGE FINISH FLOOR ___01 AREA DRAIN ' - 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 �� � 7 1 % � E.V.C. END VERTICAL CURVE TOE OF SLOPE t j P..I. POINT OF INTERSECTION RETAINING WALL 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. - 2 J h° E.P. EDGE OF PAVEMENT �, FIRE HYDRANT '` T.W. TOP OF WALL ELEV, STREET LIGHT 4. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO THE LAND '� �..� 4; . SOUND OR SCREEN WALL DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND,,FILL SLOPES OVER THIRTY RG �R,,, jrJ> ,.lf INDEX �°�� T.F TOP OF FOOTING ELEV. yq�FEET (30') IN VERTICAL HEIGHT. E�gv �`� T.R.W. TOP OF RET. WALL ELEV. + - �. DEEPENED FOOTING Y-f40 SCALE 1' = 150' D.F DEEPEN FOOTING � FWATER METER '5 �' 5. PROVIDE, AS, APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP - (-fin \ 41 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 r �' , RUNOFF AWAY FROM THE TOP OF SLOPES. O ,:f `� DWY. DRIVEWAY 3' O.X. CATCH BASIN & LOCAL DEPRESSION 0 N.T.S. NOT TO SCALE 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE-CONSTRUCTION MEETING AND COMMENCEMENT �,� ' r_r Z 'j 1°'RBP�+11R�81�FCiR.° P.U.E. PUBLIC UTILITY EASEMENT INDICATES CONCRETE STOOP % 1.1 1 f i.J OF ANY CONSTRUCTION/GRADING ACTIVITY. l `f`1 PREPARED BY r% -- 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER y r 7 l/ �, INDICATES ENHANCED ELEVATIONS T, �` VIONDOHUNSAKER & ASSOCIATES COURSES SHALL BE PERMITTED. ,� �i AMERICAN H 4 M E s �, I R V I N E 1 N C gW SINGLE SYSTEM BACKWATER, Cn 48 5171 California Avenue PLANNING ■ ENGINEERING ■ SURVEYING � VALVE REQUIRED 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE .--''` Suite 120 FOR INFORMATIONAL PURPOSES ONLY , - Three Hughes itv�, CA 92618 PH:(449)S83.1010 FX:(949)583.0759 � ) �y- IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING Irvine• California 92617 N Y.... OPERATIONS. %`- G (949) 467-2600 SPLIT SYSTEM BACKWATER o .. ry BASIS OF BEARINGS: wws VALVE REQUIRED 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL ANDca ,,..� (FOR INFORMATIONAL PURPOSES ONLY)., 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 42023'53" E o BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85%) WATER SATURATION. ,. (ROTATED 0000'35" FROM THE RECORD BEARING OF N 42°23'18" E PER PM NO. 24387, PMB 164/ ca ;;1 # STEP DOWN GARAGE 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER,, OR GEOLOGIST WHO SHALL LEG 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, CONSTRUCTION NOTES AND QUANTITIES: COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN ON THE MAP RECORDED IN BOOK 393, PAGES CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PLAN 29 �• 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. CLEARANCE FOR EACH LOT. 2 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. CONSTRUCT 6" CURB AND GUTTER PER CITY STD. 200 123 L.F. 12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND ENVIRONMENTAL NOTE: 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 A9 , U4 INSTALL 4" P.V.C. SDR-35 DRAIN PIPE 198 L.F. OF CUT/FILL SLOPES. ENDAGERED SPECIES ACT. DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM ALL APPLICABLE FEDERAL, STATE 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. © INSTALL 12"x12" NDS AREA DRAIN PER DETAIL SHOWN HEREON 4 EA' INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN SOILS ENGINEER'S CERTIFICATE: N It DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. NOTICE TO CONTRACTORS: 2 EA. � 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, 0 CONSTRUCT CURB CORE FOR 3" DRAIN PER CITY STD. 303'AND DETEAIL SHOWN HEREON A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES 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 CONDITI NS PREVALENT WITHIN THIS SITE WAS o 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 ONE COMPLETE COPY OF z 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 4 0121-04011LA 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. A\ LD11088GR A\ Underground Service Alert -- THESE GRADING PLANS HAVE BEEN REVIEWED BY ME, OR UNDER MY DIRECTION AND ~ NOTE: Aj LD11-072GR A LD12-033GR z Call: 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. o. .� • RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL_IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY 0 LD11w064GR © LD12n012GR z 1-80a SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. �ROFEssrO o THE DIRECTOR OF PLANNING AT HS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM ��`�� A'° Fti e AND/OR AUTHORIZE AN SIGNED �; �� �� A LD11005CR �\ LD12 006GR \ LD12 077GR 227�2600 OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT A / � m � INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS ,� THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL GE2024 6/30/14 N0. GEOo2o24 REFER TO TM32437 ROUGH GRADING PLANS, LD04--29s5GR 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 ° FOR EROSION & SEDIMENT CONTROL PROVISIONS/COMPLIANCE. CL 8/29/12 JC REV. PLOTTING ON LOT 3 (BUILD OUT) �a1r'?, AUTHORIZE RESUMPTION OF WORK. UPON DETERMINING 'THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL 0 /3 et. sTg4'�cHN`G��N� COPY OF SAID PLANS AND SWPPP SHALL BE AVAILABLE ONSITE. "CAUTION": Remember that the USA Center 5/07/12 JC REV. ELEVATION ON LOT 59 RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR ® �F CAL�F� DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED notifies only those utilities belonging to DATE the center. There could be other utilities 4/23/12 JC AREV PLOTTING ON LOTS 57-62 BY THE PLANNING DIRECTOR." _ v WDID # 933C357834 LD10-013GR present at the work site. The center will inform you of whom they will notify. 2/16/12 JC A6REV PLOTTING ON LOTS 50-56 p 9 r CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Drawing No. °' SCALE Q�pFESs�0 RECOMMENDED BY: DATE: 10 CITY OF T DEPARTMENT OF PUBLIC WORKS 1/23/12 JC REV. PLOTTING ON LOTS 63 & 65 3 1 j2„ DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE ��°a��P D. o0, Contractor 10/14/1 JC 4 REV. PLOTTING ON LOTS 43, 47-501& 63 CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL Q'2' ��2� Plans Prepared Under The Supervision Of rN o9j1/1i JC 3 REV. PLOTTING ON LOTS 43 & 65-68 T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE `-" — ACCEPTED BY: DATE: j PRECISE GRADING PLAN OF SR-79 AT THE SOUTHEASTERLY CORNER SOF THE AS NOTED N0. 42038 - �® 3 ' REG TLER o Inspector 07/21/11 JC 2 REV. PLOTTING ON LOTS 37, 40-42, BRIDGE OVER SANTA GERTRUDES CREEK; 4.5 NORTHERLY Date: DIRE OR OF PUBLIC WORKS CITY ENGINEER 68 & 7D. of THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. �, P I LI P D. DOWTY / 4 TRACT NO. 32437=2 VERTICAL q c L�}Tv�'�"► .'3 '�! �it :� T� co Date Completed 12/20/1 JC 1 REV. PLOTTING ON LOTS 37, 57, 59,' 60, ELEVATION: 1097.163' N A TFO�UAL" R.C.E. No. 42038 R.C.E. No. 47109 %gig ;, "' 61, 66, 67 & 68 FSH _ � SHEET � OF 5 DATE: Sep. 21 , 20,12 1 1 :25:19 AM FILE: F:\0587\Engineering\TR_32437-2\Grd_Production_Precise\ShtO1 .dwg . I /201 EROSION & SEDIMENT CONTROL NOTES: _55-.00' 1. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO SITE-SPECIFIC CONDITIONS. YEAR.-ROUND POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP'S), LOT NO. MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. ADDITIONAL EROSION PREVENTION AND SEDIMENT 1 15 CONTROLS MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE 1 Q, P.L. DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS THROUGHOUT THE 5' MIN. DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, -GRADING, EXCAVATING AND STOCKPILING zH 15' TYP. (10' MIN.) F.L. TOP/TOE OF ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE mm - � 0 3' MIN. 1 ON P�ASHOWN DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. 1108.3 ��� F� C � ��. 5' MIN• z z w 2. STORM WATER RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A 'SITE OR TO PRIVATE OR ; HP N z Z Z F.L. r�...'�... � F F ELEV 3' MIN. z PUBLIC STORM WATER, CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW-LINES, INLETS, 11% MIN _� a, OUTLETS, ETC.). ALL NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER / 1108 10TG i i PAD ELEV. J 6 0 CONVEYANCE SYSTEM YEAR-ROUND. 1 110710INV M 2%MIN. 0 0.1 I /� B *2:1 MAX.* °D D.F 3. IF THE PROJECT WILL DISTURB, EXPOSE OR STOCKPILE ONE (1) ACRE OR MORE OF SOIL, THE SITE MUST �� PAD °0 .. ° 8"MIN. 2, BE COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT. A WASTE DISCHARGE .IDENTIFICATION 1 1 107.9 ;� 43 XG.7F.F ELEV. \�� 8"MIN. 1(WDID) NUMBER SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT, ANDA o 1 ; FL z r, �' 8"MIN. 00 PAD -�.: _� ,' �� -'_mow t 19, f ELEV. B.S.L.STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED THROUGHOUT THE DURATION o i i ' I i \\r' ELEV. 2%MinN OF THE PROJECT. THE SWPPP SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND z ��,• 20%MAX. UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION., THE CONSTRUCTION PERMIT CAN11 1 --r'1a\4 g BE DOWNLOADED AT WWW.WATERBOARDS.CA.GOV/WATER_ISSUES/PROGRAMS/STORMWATER. THE SWPPP j� 5 2, _ 0 N * EXCEPT BERMS LESS THAN 1' HIGH TEMPLATE CAN BE DOWNLOADED AT WWW.CABMPHANDBOOKS.COM/CONSTRUCTION. p'1 1 08.6 5.2 P F441 ��� MAY BE CONSTRUCTED AT 1 1/2 TO 1 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS i ��=1 1 C��' �_ " -.- 9$ 1108.50 � a . . SECTION A A THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION WITHIN SEVEN (7) DAYS PRIOR TO ANY r HP FL fi i j CU FACEa ° ° SIDEWALK c FORECASTED RAIN. THE DEVELOPER/CONTRACTOR SHALL MAKE AVAILABLE EQUIPMENT AND WORKERS FOR I -- DIRECTIO G SECTION TO BE USED WHEN PADS EMERGENCY WORK TO PROTECT THE SITE. I ( I '� '� �y ��' ��' OF FLOW DIFFERENCE IS GREATER THAN 1.0 I 5. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE j I o EXISTING RESIDEN, CES LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF EROSION AND 1 : 1108.21 TG TYPICAL LOT FINISH GRADING SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS 1 0) 1106.57INV I I I N.T.S. OF AN INACTIVE SITE, AS DESCRIBED IN SUBARTICLE 6.3(B) OF THE GRADING MANUAL, SHALL ALSO BE 0.7' GFF=1108. I I I P.L. , PROTECTED. 'D.F. 5 M'IN. 5 MIN. 1107.3 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED :� FL GB 1. SWALES TO BE CUT IN AT 1% MIN. w 3' MIN. F.L. 1211 F.L. 3' MIN._ w N YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY `�! ° AT ROUGH GRADE AND PRIOR TO z 6'6" z SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION BUILDING CONSTRUCTION. -' EXTRA DEPTH -' OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN -.�. 55.00 OF FOOTING TO THEIR PLACE. �` - --��- 2. A PAVED DRAINAGE SWALE , o BE DIMENSIONED CATCH BASIN & PIPE , OR OTHER m ON PLANS I 1.0' OR m o SIMILAR DRAINAGE DEVICE IS LESS 7. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO, APPLYING AND ESTABLISHING VEGETATIVE [ , - � REQUIRED WHEN A STNOOF P Co ' a, e. 8'MIN. COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING ( FIREPLACE OR PORTIO AD G i EO THE BUILDING EXTENDS WITHIN ELEV. \\� * •* 8"MIN. e 00 PAD (MINIMUM 10-MIL), POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL DISTURBED AREAS, OR OTHER ��� I N MINIMUM ESTABLISHED DRAINAGE 2:1 MAX. „ ELEV. MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE , �`b�� SETBACKS. ° . 6 MIN. 4 ----. - EROSION CONTROL. FOR SLOPES GREATER THAN 4:1 PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER �d ^�r° ' ©�• � 3. SEE STD. PLAN 207 FOR 2%MIN. a MATRIX PRODUCT APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER MATRIX PRODUCT ti 2:1 MAX. APPLIED TO A RATE OF 10 GAL ACRE. THE CITY MAY APPROVE DIFFERENT APPLICATION RATES FOR DRIVEWAY APPROACHES. 2%MinN20%MAX. SLOPES LESS THAN 4:1. �j AMESBURY ' LANE * EXCEPT BERMS LESS THAN 1 HIGH 8. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO, DESILTING BASINS, GRADED BERMS, FIBER 1 R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM 3/4 GRAVEL), CHECK DAMS, , L - -- - - --` ��-� �_ �� _ X DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15 FOOT (15') INCREMENTS h a SECTION " g _ B MEASURED ALONG ON THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK I 1/4"PER 1' SECTION TO BE USED WHEN PAD DIFFERENCE RIGHT-OF-WAY OR BACK OF CURBS. I b- IS LESS THAN OR EQUAL TO 1.0' 9. ALL ONSITE AND OFFSITE FLOW LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, - ,3,QQ CURB GUTTERS, ETC.) STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS h X�; P.L. DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS YEAR-ROUND. UP TO 5 2 FIG. N0. 2 MORE THAN 5' h/2(MAX 5') 10. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE PAINTS j NOTE: 3:1 SLOPE PERMITTED TO'BEGIN AT R/W F.L. 15' TYP. w , z STUCCO, AND OTHER LIQUID WASTE SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, ! d 10' MIN. -' SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES, ETC. PRIOR TO ANY FORECASTED RAIN, BINS AND I 1. SECTION "A-A" APPLIES WHEN THE SEE NOTE 4 WASH-OUTS SHALL BE COVERED WITH A LID OR PLASTIC TARP. ` I � � I DIFFERENCE IN PAD ELEVATIONS 2•� AT LEFT m 0I EXCEEDS 1.0 . p 11. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES R NgTO YEAR-ROUND TO PREVENT TRACK-OUT. INTERIOR ACCESS POINTS ALL PROPOSED DRIVEWAYS, MATERIAL - -- I I 2. SECTION B-B APPLIES WHEN THE Rq 59; ( I - DIFFERENCE IN PAD ELEVATIONS IS MAX, s STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO I coo ` I 1,0' OR LESS, & THE EXTRA DEPTH �, 2�_ M_IN._ 8"MIN• .'00 PAD PREVENT TRACK-OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL i Io I ._ OF FOOTING IS SHOWN ON THE °4 ,•ELEV. PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET I I GRADING & STRUCTURAL PLANS. 0� SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE I I 2� I � r' 3. IN NO CASE SHALL THE SWALE _.__ i ;> TOP OR TOE OF 4%MIN-20%MAX for 3 APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. ........... FLOWLINE BE LOWER THAN THE SLOPE SHOWN ON PLAN then 2%Min-20%MAX. BOTTOM OF FOOTING WHITHIN 12. DESILTING BASINS SHALL BE SIZED ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (3600 , 0 0 , 00. 5' FROM BLDG. LINE. 99 11 CUBIC FEET OF STORAGE PER ACRE OF DISTURBED SITE), EVEN IF THE SITE DOES NOT REQUIRE 17 I,r J, 6, - - - --" --- 4. PROVIDE 5' WIDE BY 1' HIGH BERM SECTION C -- C COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND DRAINED FROM BASINS WITHIN 72 HOURS. rlp DS.,g7.= - - S 3�9TC � S=0.005 � ��. E-' � _ OR EQUIVALENT ALONG THE TOP OF to ALL FILL SLOPES OVER 5' HIGH. TYPICAL REARYARD GRADING 13. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS r05 `� -• -o I (P� �I- INSTALLED. EROSION AND .SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT 1 `�S p 10.3% `'1 0 0 ,_,r.,,, �' I `' V v �' N PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100%%% SLOPE PROTECTION MUST BE IN PLACE PRIOR 1 1 F 17.14' DWY TjO , -I 2:0 iy' TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. O® S A. 1 �I 7.91 s S9 18 �gOS2 11.2% 14. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, 8 GELS AND POWDERS SHALL BE STORED AWAY FROM ALL PRIVATE / PUBLIC STORM WATER CONVEYANCE ` 2 I. '�`1 °' 10' 2% ® ~� CURB R/W C SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENT. _ CD _ ~O �J IN m _ _ �`��- _ "OPEN GRATE" TYPE CAP OVER INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE STOCKPILES SHALL BE COVERED 1 I (I � TOP OF TEE TO ACT AS BUBBLER 1 12.7 CID I I __& I MIN I C� 3.5 HOLE CORE PRIOR TO A FORECASTED RAIN. -�► =-, • DRILLED IN CURB �. 6 I ,,,,a v -o C� SIDEWALK I --i of C? SET INVERT OF `PIPE 15. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL-BAGS PLACED ON THE 30 I 30' �� '-o O C) -� �„ 112" ABOVE FL. GUTTER - DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. °° Op �1 r- I o co* Cn f___ i 4„ P.V.C. DRAIN LINE 10 20 c�o `� -� -------, SEE PLAN Uj 16. MPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING "PONDED WATER-DO NOT _ 1 ' �_ " W 0 3" A.B.S. ® 4" P.V.C. 90' TEE ENTER" SHALL BE POSTED. �� S=0.02 MIN. (FOR CLEANOUT) �`�•... 1% MIN .,.� 4"' TO 3" A.B.S. REDUCER 17. NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE Il COs SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY ENGINEER. iG'' OQg �, AREA DRAIN CURB OUTLET DETAIL j 2F4 1z I I NOT TO SCALE RATE N.D.S. No. T 1212UFF (GREEN) SEE SHEET 3 1 i ��i,' OR APPROVED EQUAL I ( i �?` T.G. ELEV. TAPER LANDSCAPE TOPING MATERIAL I z � (SEE PLAN) (BARK, MULCH, ROCK, ....) AT DRAIN INLET AS SHOWN c\� I 0 1"2" MIN. F.L. � F.L. 17, MIN. 1� o�0 � GRATE HOUSING V 1 a f�.� w ADAPTER N.D.S. No. 1221 •�C Underground Service Alert Q z REDUCER ? 1 l-; -> r OR APPROVED EQUAL I m `< ` PIPE RISER x% LASTIC TEE 1. ALL FITTING BY NATIONAL DNERsinED SALES INC. (OR EQUAL). j °� 2550 AZURITE CIRCLE • Call: TOLL FREE NEWBURY PARK, CA 91320 •� CONSTRUCTION NOTES. 2 2. REFER TO FlNISH GRADING. Q- 0.5 Ml . ( --- -- 4" PVC SCH 40 V) J. DO NOT GLUE GRATE OR RISER TO PIPE. (� 1�800 1 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PLAN I 1 - - gg 00' PER PLAN INV. ELEV (NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES) 1 (SEE PLAN) 4. GLUE. I.P.S. WELD ON"1 773 SOLVENT(MEDIUM BODIED FAST SET 0 (2 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. _ FOR ABs PIPE THRU 6" a� 5. WHEN MIN. DEPTH REQUIRED IS 77, USE ONE 90' ELL. T P E I 1 NOTE. DO NOT GLUE GRATE OR RISER TO PIPE. 227m2600 W 4 - INSTALL 4 P.V.C. SDR-35 DRAIN PIPE. (NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES.) � TWO WORKING DAYS BEFORE YOU DIG {6 INSTALL 12"x12" NDS AREA DRAIN PER DETAIL SHOWN HEREON 12 , SQUARE INLET DETAIL w 7 CONSTRUCT CURB CORE FOR 3" DRAIN PER CITY STD. 303 AND DETE41L SHOWN HEREON 20 10 0 20 60 N.T.S. L012•CITIGR Z "CAUTION": Remember that the USA Center O notifies only those utilities belonging to !' the center. There could be other utilities GRAPHIC SCALE 1 =2 present at the work site. The center will inform you of whom they will notify. WDID # 933C357834 LD10,013GR Q CONSTRUCTION RECORD DATE BY DATE AWD BENCH MARK C aFEss/ DESIGNED BY DRAWN BY CHECKED BY DEPARTMENT OF PUBLIC WORKS Drawing No. 4 SCALE oQR p OA,q RECOMMENDED BY: DATE. 2. CITY OF T n 3 1/2' DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE _ mak. D. 00 * Contractor CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL Q�\ k���� Plans Prepared Under The Supervision Of T-46-81 RESET 1997° EASTERLY OF THE CENTERLINE � m ACCEPTED BY: DATE: 00 PRECISE GRADING PLAN ' OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE AS NOTED w NO. 42038 ,,, CO Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY °G Date: O 2- EG UTLER I ENGINEER OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. PHI P D. DOWTY DIRECTOR OF PUBLIC WORKS/CITY E o TRACT NO. 32437m2 VERTICAL �T c/vi� Date Completed ELEVATION: 1097.163' FOF CALNF R.C.E. No. 42038 R.C.E. No. 47109 % 9 wo LOTS 39 15 2 OF-5- co 8 29/121 JC 9 REV. PLOTTING ON LOT 3 BUILD OUT NSA SHEET DATE: Sep. 21 , 2012 11:29:06 AM FILE: F:\0587\Engineering\TR_32437-2\Grd_Production_Precise\Sht02.dwg 1013/2012 1 s � ' © � SAVOY LANE- C-4 � N �Q /p`q N p> �-v �r.�,�O ��O .�, �D o ,�`�O IC'>>p t CLEAN ' 1105.55 CFs`96' `99 c� ® � p'S6,��L-�' `� ;�S�, �O �'�p d'SQ�, l `�'6, `pQi�G' `�5,, c� `9ft cs�g OUT RIM �'� N 4.6 5.3' G- 9.6' 5.8' >JO� ,c• �� ,n �� S 9-,E- X�S` O S O cS�, J� •�6, •>O of J- •d'� 2 •�� 2 •O� •�,�] •O> 2 •�'9 O _ _ _ -- CONSTRUCTION NOTES: 2.�% 55.00 ---~ 5 .00' ;, � ___11. ni a �, o r, 2. r, �- CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PLAN 6C, p �; o J �,;C CD 00 fD�. o ° 2 ---- SAWCUT AND REMOVE EXISTING CURB AND GUTTER. 714 Ln T- ` 1 0.7 I .. CONSTRUCT 6 CURB AND GUTTER PER CITY STD. 200 D.F. 0.6' 0.5' FL GB oF. 'D.F. D.F. : .5' D.F.1107.4 GFF=1109. GFF=11 'D. 1 .F FF=1111. 110.8GFF=1112.3N = FL GB I 1108.7• 1/08.53TG `I 1108.7 1 s 11!0.74TG 11L GB1110.9INDICATES SIDE OF THE FLOOR PLAN 6 x s 1 1109.21INV ® I � I FL GB I Q 1106.96/NV FL G B I I o THAT REQUIRES ARCHITECTURAL ENHANCEMENTS ' 1 1 5.2' ► 1 I 1110.9 fi 5'2 I SINGLE SYSTEM BACKWATER VALVE REQUIRED 30 30 1 I 1108.70 i I 7 2 HP FL z I 7 BW FOR INFORMATIONAL PURPOSES ONLY S I ( ) D.F I. HP FL- o , + 1 I i I t 1 120' 2 0 1 1 15.2' o ! I 5.2' BW I I--- ° -- SYSTEM, C - - -- SPLIT BACKWATER VALVE REQUIRED >>, I : ' 30 (FOR INFORMATIONAL PURPOSES ONLY) - p .. �� 1117.4 3---AR ° :� I, . J-GR 1 0.0' �1 1 0.0' 01 ° P=1 111.0 I D.F .33 TW i 1 ---C7 R s 1108.30TG D.F i ° i P=1 1 12. 1 7.00 TF 7 °� P 1 109.9 FF-1111. 1 110 .80IN 1 P 1 108.8 �- I :I 1 FF-11 10.6 0.0** FF-1 1 12.8 1111.4 D.F 11.10.51 TG 1 FF 109.5 1109.2 = 1110.4 1110.01/NV 0.1' FL EXISTIN' Go" RE IDENCE �) -- -- 1108.0 D.F o FL ' � FL � � - © p•F � 20 10 0 20 60 Y 1109.2�o o 1111.4 � z i oz .� � z � d. FL cv - R ' , FL 1% MIN -H .� �' N � 1110.4 �� 1%_MINf,+� ' »- O \ 1 1108.5 `�?\ N N 1110.7FL 111.8 . 0 1 os.a c�y� GRAPHIC SCALE 1 -20 r� fig-- cJ V P °'�.7 CJ �I 109.6 � ��....... i H P.. � H H ... N TM -391% Ml's H P 1109.9 1111.0 1% MIN 1111.0 1112.1 1112.1 1109.9 O , EX. 2:1 N 62. Go ' .,-FG 55.00' FG FIG� '�FG 55.00' F� �'' FG_ 55.00' FIG �� -- -- -- -- -- -- 1 -- -- -- -- -- -- -- -- �. - , ' 1109.9 1109.6 110 \1 110.8 N z 1110.5 �1111.7 55.88 111 7 �1112.6 55.50' 1112.4/ 1'� 113.3 55.50 1113.3/' so- -\1114.2 � 1113.9 1114. 55.50' 1115.01 '�1115.7 55.50 1115.7/ 1116.1 1% MIN 74.51 1116.11' FG FG FG H P 1110.81 c� FG FG z o FG 55.50 H P FG \1115.0 FG o FG ++ 1115.4 FG FG .._. . F 1111.4 FG FG % MIN F 1113.0 �, °- FG o ..-... FG '-n 111 .8 �f �f r� / H Y,. ... �j © '� 1% M I N -,,,,� 1% MIN H P 4,2 a ..'. c� H P 441% MIN 1`" cJ N Q? `� H P ... `�" ` A �` � � P b� � � 481 •c`�S` ` c ✓ +l 1% MIN o ; o ,,,, _,� © H- - 1112.2 0 ++ \ o ... V � --,� o�, N M1115 4 , G' N r C" w "--' �' % MIN �`e b� z N �- 1113.5 �t L0 . 1 ° MIN ,rte 0 1% MIN _ oo� a I o ( ( o HP 1112.1 � .' o.o N - :1::1:14.7 Z o FL 1109.2 N 1109.2 � I = 0.0 Nz �" "' I ' N FL o +l \ D.F. FL t` �r,. HP `vim FL ID-.F 1111.0 c� � •1111.1 1112.6 Ln `t o z 1115.0 O FL N 1112.6 0 - 1115.4 0.0 FL FL 1111.7 FL �' ' 0.1' 1110.2 D.F. 1113.51 -B 0.1 N � 0.0' I FL m D.F. I FL 14.5 1115.1 FL j FL ., i 4 f D.F. FL D.F. 0.1 FL 4 i FL i _ � Q z: . 3GI 2 1110.2 I D.F. j I j FL G 0.1 2--Q - , i FL i t :7 t 6't = i I D.F , t I 5.2' I 0.0' 3� I 0.1 P 1 1 14.2 8, 1114F.2 _ I ' tz - : P=1109.9 I , l 2 3-B , 1 0.0 D.F j L , y ��� P 1115. 7 , z: ' :- P-1116. 1 1 l I = 1 14.9 z l _ (-" o , 1 --A z1 8 f 1 5.2 -- 3 = z: ' ! FF 1 5.2 -i2-Az _ A P 1173.3 I �. - FF=1116.4 ° =1116.8 o FF=1 110' 6, �>� :z _ �: P=1 11 1. 71 , I� I �j j� FF _ . W \ P 1110.8 ° I l P-1112.5 j , I =1115.0 ° � :z - �: _ �: 1 o.cFF 1 114.0 �.. � :� P . �. , z 2 - �l 1 1 .2 __---1 FF-1 1 1 1.5 - FF-1 1 12.41 z z :z , I ° o F_ ► o.o 5.2' ,----, ----► FF=1 1 1.x.2_ I - D.F --- 0.4 _ i� FF-1 1 15. 7 'D.F. 4 j j O BW SS ► l� 0. l O -I i r- .l j z D.F. �-- r I 11 t; ► D.F I s. 1 i ° - I , 1 1 1114.9 s 0.0', 1 i I 5.2 FL GBLn D.F. 5.2' ' I i I i s° I I l 5.2' D.F I 2, W1 1 -------------- 5.2 I 5.2' 1 I 1 1114.6 v, GFF=1116. i 1108.7 I _, 1 ► I 1115.0 N I FL GB I 1109.6 I 1110.5 I 1110.6 1 1111.5 I I I 1114.0 1114.5 FL GB FL GB 0.6 O i I I 1112.1 1112.9 ! _ o D.F. � : I FL GB FL GB FL GB I FL GB 1 i I FL GB FL GB GFF 1115.9 v` x = II 1 i 1112.1 FL GB i FL GB 1 1 0 o�, W GFF 1110. ? i GFF=11 1. � � � I �L�. _ � � �•� , s� 0.2 1109.6 FF= °•7 FF=1112. FL G B GFF=1113.5 1112.9 GFF=1114. GFF-1115.2 0.5 , T W Fc 9 � FL GB D:F. FL GB 0.2 I D.F. 1 0 j D.'F 1 D.F 0.fi , 0.2 0.5 , 0.4 i 0.7 i 11 13.8 0.4 i D.F. ' 71 ' . 0.6' D.F. D.F 1 1 1 1.1 0.2 0.6 __ I o �° �....1A2 ' D. D.F. i _ FL GB D.F i D.F. I D. i :� 0.6 D.F. 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( , # 7 .,3 J� LD10 013GR 0 CONSTRUCTION RECORD DATE BY DATE AWD BENCH'. MARK Es DESIGNED BY DRAWN BY CHECKED BY IC WORKS Drawing No. SCALE FESS/3 Seo, RECOMMENDED BY: DATE: �- $- �, CITY OF T DEPARTMENT of PURL 3 1/2' DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE _ 4w �p Oo 1/23/12 JC REV. PLOTTING ON LOTS 63 & 65 � CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL ��Q� �2cPlans Prepared Under The Supervision Of 'loN Contractoro T-46-81 RESET 1997' EASTERLY OF THE CENTERLINE `_'' Z •- 10/14/1 JC 4 REV. PLOTTING ON LOTS 43, 47-50 & 63 ca m ACCEPTED BY: DATE: PRECISE GRADING PLAN OF SR-79 AT THE SOUTHEASTERLY CORNER SOF THE AS NOTED o N0. 4203$ � f G U R Inspector 09/1/11 JC 3 REV. 'PLOTTING ON LOTS 43 & 65-68 BRIDGE OVER SANTA GERTRUDES CREEK; 4.5 NORTHERLY Date: Z o 07/21/11 JC 2 REV. PLOTTING ON LOTS 37, 40-42, OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. �, PHILIP D. DOWTY - D RECTO OF PUBLIC WORKS/CITY ENGINEER o TRACT NO. 3243?-2 VERTICAL �q o+v�� �� �o... 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CONSTRUCTION NOTES: g �_ CL - CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PLAN CEJ SAWCUT AND ,REMOVE EXISTING CURB AND GUTTER. z CONSTRUCT 6 CURB AND GUTTER PER CITY STD. 200 20 10 0 20 60 ® LD12-012GR BVV SINGLE SYSTEM BACKWATER VALVE REQUIRED (FOR INFORMATIONAL PURPOSES ONLY) as ® LD11 088, R � GRAPHIC SCALE 1 =20' u w•s SPLIT SYSTEM BACKWATER VALVE REQUIRED q, FDR INFORMATIONAL PURPOSES ONLY) STEP DOWN GARAGE U WDID # 933C357834 LD10,013CR o CONSTRUCTION RECORD DATE BY DATE AWD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALE of Ess RECOMMENDED BY: DATE: ! CITY OF T DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE �w� �p 4p��F Contractor CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL Q`2' �.c�c� Plans Prepared Under The Supervision Of T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE 2 OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE No. 42038 m ^^''�� ACCEPTED BY: DATE: PRECISE GRADING PLAN AS NOTED a �, �.L• ! I Z- REG TLER o Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5 NORTHERLY Date: DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 4 � 32437-2 OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. �, PHIL D. DOWTY TRACT NO. VERTICAL 9 cIVi� Date Completed 2/16/12 JC 6 REV. PLOTTING ON, LOTS 50-56 ELEVATION:'1097.163` Tfio IVa`` 42038 47109 '%=a89 LOTS 49=55 L�. rj o e F CAI. R.C.E. No. R.C.E. No. 10 14 1 JC 4 REV. PLOTTING ON LOTS 43 47-50 & 63 NSA SHEET OF DATE: Mar. 13, 20,12 01:11 :38 PM FILE: F:\0587\Engineering\TR-32437-2\Grd-Production_Precise\Sht04.dwg - r--- ---r • - - • - ter-- 7+ E 7.33 57.33' - - = - 5 55 ®33' 5733'Z ya .33' 57.33 w57.3357.33'EX. 2:1 c, �, 74.23 133.7 ' '- 1119.6 ±' 1119.6 I +i EX. 2:1 -, I p2:1 I EX. 2:1 .. 4 I n I �, rr. I 5 V +I EX. 2:1FG r, 1119.9 r-- 1120. 1119.8 1120.1 ' � EX. 2:1 1% M I -� .�. �. 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N � LD12 04 1 8Q0 �G LD12-033GR o d Q 2271111111111111112600 A6 LD12-012CR w TWO WORKING DAYS BEFORE YOU DIG 20 10 0 20 60 d LD11-005GR Z "CAUTION": Remember that the USA Center notifies only those utilities belonging to » y the center. There could be other utilities GRAPHIC SCALE 1 =20' Z iresent at the work site. The center will nform you of whom they will notify. WDID # 933C357834 LD10 013 Q CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Drawing No. 4 SCALE Qgof ESS/ RECOMMENDED BY• DATE: ` vco �. CITY OF T DEPARTMENT OF PUBLIC WORKS _._•_„__ 3 1/2' DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE � P D. d- Contractor CURB STAMPED RIVERSIDE COUNTY BENCH MARK HQRIZONTAL ��"Q'Z'� �� 2� Plans Prepared Under The Supervision Of N T-46-61 RESET 1997' EASTERLY OF THE CENTERLINE h �, ,,, ACCEPTED BY: DATE: PRECISE GRADING PLAN N OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE ,� N0. 42038 m � N $ BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY AS NOTED o� �. C Date: Z.--- EG TLER Inspector 5/07/t2 JC REV. ELEVATION ON LOT 59 / ` DIRECTOR OF PUBLIC WORKS/CITY ENGINEER � � 32437=2o23/12 JC REV. PLOTTING ON LOTS 57-62OF THE 50UTHERLY SIDE OF THE CONCRETE SIDEWALK. P I LI P D. DO TRACT NCa. V E TICAL 'q�, Civil- Date �.o•r.`! J�T`Z o Completed 2/16/12 JC 6 REV. PLOTTING ON LOTS 50-56 ELEVATION: 1097.163' N A FBF CAL�Fo¢ R.C.E. No. 42038T R.C.E. No. 47109 T` °x+ + SHEET OF 5 12 20 1 JC 1 REV. PLOTTING ON LOTS 57 59 .60 & 61 j DATE: Jun. 04, 2012 03:19:12 PM FILE: F:\0587\Engineering\TR-32437-2\Grd_Production_Precise\ShtC}5.`dwg