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HomeMy WebLinkAboutTract Map 32437-3 Lots 38-39 Precise Grading GENERAL NOTES: ��Tq ti WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND 15 15 1. ALL TRACT NO,.SUBSEQUENT AMENDMENTS. G s 32437 3 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 PRECISE GRADIIYG PLAt4 V% �V' 4 IMPLEMENTING THE CHANGE IN THE FIELD. �J �P 4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT OF WAY. q� 15 p�CO 5. A PERMITTEE SHALL SCHEDULE A PRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. LOTS 38 39 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THEPROJ ECT" CONSTRUCTION SITE IS WITHIN ONE-QUARTER (1/4) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M. _j I N AY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS AND 6.30 A.M., MOD OF 7.00 A.M. AND 6:30P.M., ON SATURDAY. FURTHER NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND r ' NATIONALLY RECOGNIZED HOLIDAYS. 1,15 17 ' 18 C �� r ' r r � a0 1 1 1 � � ��2 �� 54 �� r� 59 ' 60 ' 61 ' 34 22 21 20 49 \. �.� 24 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES f, pr11,3._.�.J �► PLAC pREGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS THE PERMITEE IS � GARRIS0N DRIVE LANDRUMRESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. AMESBURY LANE 77, 31 X18 2563 �� 5 6 4 4 w 1� � ��38. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE): 4 4 w5 7 � �� , 1a � N,6 7 8 9 10 1 1 12 13 1 32 47 � r 35 26 818� 2662656 � � ' - � � � LADIO KYTLICA RICHMOND AMERICAN HOMES � (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24-HR PHONE NUMBER) 3 3 466 4 � 55 ; 4 , � , Q 42 31 1 18 O X 36 -z -- 16 13 MODEL � g 3� � �'� 27 � � LADIO KYTLICA RICHMOND AMERICAN HOMES (818) 266-2656 __ 41 40 37 36 35 p 65 w 54 46 41 O RESPONSIBLE PERSON CONTRACTOR (COMPANY) (24 HR PHONE NUMBER) 2 4� ,i / I 3445 ' Q , 5S ' � ' r r- r -- U �50 W 17 ( PERSON/CONTRACTOR) ( �/ Q NOT TO SCALE MODEL b 6 � � �' tri � � 28 ❑G 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE 1 WENHAM WAY 35 44 6o z 5,3 47 U 37 ' o r v r- DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. __ ; or. 40 29 _- 67 a 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING 25 2601= ~ ' ON 64 EARTHWORK QUANTITIES: 43 34 w 36 43 1 �... 52 , 48 38 v UTILITIES. 61 __ 39 0 � _ r FILL :!5 37 68 � _ �M 11 � 12 100 YD CUT 0 YD 24 27 I 3 3 4 - r� 1 -' 10 11. CONSTRUCTION FENCING. A SIX FOOT (6) CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL 44 �... 62 1 1 49 __ 9 AREA SUMMARY: ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR PUBLIC SAFETY THE MAINTENANCE FOR CONSTRUCTION FENCING 23 CROSS ACREAGE = 0.33 AC • 64 28 > �'8 � 41 � -_ 7 � g UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. Al LY �� �- 32 Q 5�� 6 DISTURBED ACREAGE = 0.33 AC z � ' � � z 4 5 � 39 40 70 63 .. 5 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE 22 29 4 MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 (TRACT AND PARCEL MAPS ONLY). 1 15 0 - 3 -� 21 46 , `'1 EMERY DRIVE 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403, INCLUDING Z 2 2 w 3o METHODS APPROVED BY THE CITY ENGINEER. r 3 .31 47 30 20 21 22 23 24 25 26 27 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF i___ 13 CY THE OCCUPANCY RELEASE FORM. m 1.9 r .rr r~ .r' --- r ._ __ 4 r 32 �. 29 �l .� 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE 12 48 ""' NOTES. 1 �._. r �/�f" -.�'� �J 19 18 17 16 15 14 13 � 12 .�-r' , 13 28 16. PROVIDE SURVEY CUTS SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. 1 1 17 4.9 634 - CHARLESBURG DRIVE GRADING NOTES. 10 16 � �-�` �' w 1. ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, 9 5 6 7 8 10 11 50 LEGEND OF ABBREVIATIONS �rSYMBOLS AND IF APPLICABLE SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. (THE STATE WATER RESOURCES CONTROL BOARD 4 c " T.C. TOP OF CURB �-- 100 -�--- EXIST. CONTOUR 8 _.. r 2 u3 63F.L. FLOWLINE ELEV. -100�, PROP. CONTOUR -' 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND 35 1 T.G. TOP OF GRATE -- PROPERTY LINE ASSOCIATES, INC. DATED JANUARY 17, 2002. 36 37 G.B. GRADE BREAK -- �- -�-- - DAYLIGHT LINE D�1v 38 FINISH GRADE �� SHEET FLOW RATE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. cJBuRG - 39 F.G. -- ARL� _ 40 R.G. ROUGH GRADE - GRADED SWALE 52 C� MAP • - CENTERLINE 4. STABILITY CALCULATIONS WITH A FACTOR-OF--SAFETY OF AT LEAST ONE AND FIVE TENTHS 1.5 SHALL BE SUBMITTED TO THE LAND C� INDEX F.S. FINISH SURFACE �- DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY45 44 ` 42 % SCALE 1" = 150' 91 INV. INVERT OF DRAIN _. '`� SWALE HIGH POINT I G� FEET (30) IN VERTICAL HEIGHT. 53 51 '4=-;o P. PAD ELEVATION FLOWLINE 5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP54 �1 43 F.F. FINISH FLOOR ELEV. �`~S-�.� SU13DRAIN OF ALL GRADED SLOPES OVER THREE FEET (3') IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE 5D 46 - _ � G.F.F. GARAGE FINISH FLOOR q AREA DRAIN 55 4 RUNOFF AWAY FROM THE TOP OF SLOPES. �� ��y r 9 4 7 CONSTRUCTION NOTES AND QUANTITIES: B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE 7�' 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE-CONSTRUCTION MEETING AND COMMENCEMENT � - 1 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PLAN 2 EA. E.V.C. END VERTICAL CURVE TOE OF SLOPE OF ANY CONSTRUCTION/GRADING ACTIVITY. %56 Z. 48 P.l. POINT OF INTERSECTION RETAINING WALL SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER � EN P. EDGE OF PAVEMENT � FIRE HYDRANT 57 7. EXISTING DRAINAGE COURSESC� SAWCUT AND REMOVE EXISTING CURB AND GUTTER. CONSTRUCT 6" CURB AND GUTTER PER CITY STD. 200 6 L.F. COURSES SHALL BE PERMITTED. 0T.W. TOP OF WALL ELEV. I�--� STREET LIGHT SOUND OR SCREEN WALL G T.F. TOP OF FOOTING ELEV. 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE 58 -�- - -- IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING T.R.W. TOP OF RET. WALL ELEV. DEEPENED FOOTING OPERATIONS. DEEPEN FOOTING ��`�' u `� WATER METER D. 0 0 59 61 L. LENGTH DEPTH OF REWD OVER EXCAVATION 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND DWY, DRIVEWAY RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET 5' THE TERRAIN MUST BE KEYED AND � r SCALE 13' -0_-X] CATCH BASIN &r LOCAL DEPRESSION q OTHER DELETERIOUS MATERIAL. IF SLOPE ( )� 60 N.T.S.s NOT To sc L BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85%) WATER SATURATION. P.U.E. PUBLIC UTILITY EASEMENT INDICATES CONCRETE STOOP co 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1') IN DEPTH Q HAVE BEEN PROPERLY PLACED. 11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-308-6395) AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT o� CLEARANCE FOR EACH LOT. R LI � 12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR SHALL SUBMIT TO THE LAND ENVIRONMENTAL NOTE:C 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 DEV OF 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 q 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 SAILS ENGINEER'S CERTIFICATE: DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. NOTICE TO CONTRACTORS: LD11e073CR SHRUBS, OREXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE it Sidtrrl �C J&,r..,4dj_, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, 14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, S THE 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 CONDITIONS PREVALENT WITHIN THIS SITE WAS LD11o050GR 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 _ A Jet/0. 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 V BASIS OF BEARINGS: 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. 1 LD11s006CR Ce Underground Service Alert THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE OF DEER HOLLOW WAY BEING N 42023053" ETHESE GRADING PLANS HAVE BEEN REVIEWED BY ME, OR UNDER MY DIRECTION AND (ROTATED 0000'36' FROM THE RECORD BEARING OF N 42"231W E PER PM NO. 243879 PMB 164/ NOTE: CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL ENGINEERING INVESTIGATION � Call: TOLL FREE 5--20.) IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY MENTIONED ABOVE. �- • LEGAL DESCRIPTION: ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY NONE OF THE LOTS INCLUDED IN THIS PRECISE 1�800 LOTS 38 AND 39 OF TRACT N0. 32437-�3, IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE � � SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. Q ' P�° �°'�� GRADING PLAN WILL REQUIRE BACKWATER VALVES. Q OF CALIFORNIA, AS SHOWN ON THE MAP RECORDED IN BOOK 393, PAGES 29 THROUGH 34, INCLUSIVE T HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY. THE DIRECTOR OF PLANNING A / SIGNED 227llllllllll OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN THE CITY IN ORDER TO ASSESS � INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO E GE2024 6/30/12 NO. GE002024 REFER TO TM32437 ROUGH GRADING PLANS, LD04 295GR � THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY 15 NOT AN ARCHAEOLOGICAL/CULTURAL IN DAYS BEFORE YOU DIG �3PAR D FOR: p�Bp�B� g�• RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL R.G.E. N0. EXPIRATION DATE FOR EROSION CONTROL & SEDIMENT PROVISIONS/COMPLIANCE. � Two WORKING PR RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL s�.00 COPY OF SAID PLANS AND SWPPP SHALL BE AVAILABLE ONSITE. °- � AUTHORIZE ES NOR �d�� � ATF o CH �� � C0H U N S A K E R & ASSOCIATES RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATIO F CA "CAUTION": Remember that the USA Center TI A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED O R v I N E I N C DEVELOPMENT MAY TAKE PLACE UNTIL DATEPZ notifies only those utilities belonging to AMERICAN HOME r SURVEYING DIRECTOR. the center. There could be other utilities 9171 California Arenue PLANNING ENGINEERING U BY THE PLANNING D E will suite 120 Three Hu es Irvine CA 92618 Pt+.(949)583.1010 • FX(949)583.0759 WDID # 933C34574934 LQ resent at the work site. The centergh P form you of whom the will notify. bruins, California 92917 ' y Y Y• (949) 497-2608 DESIGNED BY DRAWN BY CHECKED BY g CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK QFEss� RECOMMENDED BY: DATE: �� s �� CITY OF TEMECULA DEPARTMENT. OF PUBLIC WORKS Drawing o. N SCALE oQ� D. o � 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE 44, �P • O �2 CURB STAMPED RIVERSIDE COUNTY BENCH MARK HORIZONTAL a� �L Plans Prepared Under The Supervision Of Contractor T-46--81 RESET 1997" EASTERLY OF THE CENTERLINE Z ACCEPTED BY: DATE: PRECISE GRADING PLAN OF SR-79 AT THE SOUTHEASTERLY CORNER SOF THE AS MUTED o NO. 42038 �Q �� REG ® TLER N BRIDGE OVER SANTA GERTRUDES CREEK; 4.5 NORTHERLY Date. LIC WORKS CITY ENGINEER a32437m3oIns ector DIRECTOR OF PUB / � � � ��� ��� P 3 REV. BUILDING ELEVATION ON LOT J9 �� OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. PHILIP D. DOWTY 09/01/11JC /s VERTICAL �' � � . ��9 C 1 L tam i ��1889'� 41, � r� v� o�` 47109 %, � LOTS 38 & 39 '� 2 - N/A Date Completed 05/18/11 JC REV. BUILDING ELEVATION ON LOTS 38 & 3 ELEVATION: 1097.163 CF CAL�� R.C.E. No. 42038 R.C.E. No. SHEET OF .. 12/20/101 JC 1 REV. PLOTTING ON LOT 39 DATE:, Oct. 04, 2011 05:00:08 PM FILE: F:\0587\Engineering\TR_32437---3\Grd_Production_Precise\ShtO1 g TYPICAL BUILDING FOOTPRINTS & SETBACKS Z!!N LOT NO. OPTIONAL ROOM/ 191, r GARAGE P.L. OPTIONAL 5' MIN. ROOM OPTIONAL -- OPTIONAL �5' TYP. (�o' MIN.) F.L. � TOP/TOE OF � ROOM ROOMSLOPE SHOWN a ` �` 3' MIN. 1 ON PLAN I - OPTIONAL �, G 5' MIN. I I r _ R GARAGE 11 11 w _ T _ _ w z z z z F.L. w r r N F.F. ELEV. 2 = 3 MIN. z I I I _ PAD ELEV. ~' 5.2' 5'2 I I I I 5.2' I C° 27MIN. m 44.7' 5.2' I I B *2:1 MAX.* r I I 5.2 �12 4 I PAD °D , 8"MIN. 2. 8 MIN. M 49.87 r�-- � E q _ 1 1 I L . 8"MIN. PAD 42 43 5,2 G.F.F ELEV. B.S.L. .ELEV. I I I 2PMin"20%MAX. 5.2 I 0a N * EXCEPT BERMS LESS THAN 1' HIGH I I V_ �� �� MAY BE CONSTRUCTED AT 1 1/2 TO 1 �v ao o o SECTION "A -- A" SIDEWALK o ' CU FACE, " Fd-7 N AG• G• IRECTIO SECTION TO BE USED WHEN PAD �• '�• �" �"��'' of FLow DIFFERENCE IS GREATER THAN 1.0' S191-RINCON S21 C-CHAD S24C-CANDACE S27D-DEVON TYPICAL LOT FINISH GRADING 1 STO RY 2 STORIES 2 STORIES 2 STORIES N.T.S. P.L. 5' MIN. 5' MIN. 1. SWALES TO BE CUT IN AT 1% MIN. w 3' MIN. F.L. 1 F.L. 3' MIN. Uj AT ROUGH GRADE AND PRIOR TO z 6'g" BUILDING CONSTRUCTION. EXTRA DEPTH OF FOOTING TO 2. A PAVED DRAINAGE SWALE BE DIMENSIONED CATCH BASIN & PIPE , OR OTHER ON PLANS 1.0' OR m SIMILAR DRAINAGE DEVICE IS I LESS REQUIRED WHEN A STOOP 8'MIN. I FIREPLACE OR PORTION OF PAD °Q ° 4 � THE BUILDING EXTENDS WITHIN ELEV. *2:1° •* 8"MIN. a 10 MINIMUM ESTABLISHED DRAINAGE 2.1 MAX. PAD SETBACKS. �� 8"MIN. 4 .ELEV. I 2�MIN. 3. SEE STD. PLAN 207 FOR DRIVEWAY APPROACHES. 2:1 MAX' 2%Min"20�MAX. 8 �.� 10 1 112 ...... �.... ,.. R/W EXCEPT BERMS LESS THAN 1 HIGH 1 1 12. ,--5 I P 1 1 12. 8 P.. 1 1 1 ,.5. 4- ._....._ I X __ 1 , 1 1 MAY BE CONSTRUCTED AT 1 1/2 TO 1 h SECTION B - B A. 1/4"PER 1' SECTION TO BE USED WHEN PAD DIFFERENCE IS LESS THAN OR EQUAL TO 1.0' h IN I � 1 �` h X P.L. E AvISTI N RESIDEIN ES U P TO 5' 2' FIG. NO. 2 MORE THAN 5' h/2(MAX 5') 1' NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W F.L. 15' TYP. z w rw rw w ww rw r«r .rr w ww ww .mow arw rRA 32467 2 72.00 EX. 2:1 _V 72.00'EX. 2:1 1110.7`` �.w �... ._ .. .. -.. 10' MIN. -' 1% MIN 1110.7 1111.4 4-1 1111.4 F 1111.1 1. SECTION "'A-A" APPLIES WHEN THE SEE NOTE #4 0 N w 1110.4 ft HP F DIFFERENCE IN PAD ELEVATIONS AT LEFT /q Q38 d EXCEEDS 1.0 . p HP o, 1% MIN 1% MIN al I R�qT I z 1110.0 Q)I +� � dl I 2. SECTION B-B APPLIES WHEN THE �'4A g�, N FL r•7 Ln Z �- DIFFERENCE IN PAD ELEVATIONS IS 290 M N' 8"MIN. '. ao PAD '- N - V 1.0 OR LESS, & THE EXTRA DEPTH 1 110.0 11 10.6 OF FOOTING IS SHOWN ON THEELEV. FL 3 FL : 1110.6 GRADING & STRUCTURAL PLANS. . FL B� S-1N3. IN NO CASE SHALL THE SWALE E 'A" I S T I G R E S I E N C E1 r I 0'2' IEXL FLOWLINE BE LOWER THAN THE TOP OR TOE OF 4 SHOWN ON PLAN MIN 2M nM 220%MAX. z I I I BOTTOM OF FOOTING WHITHIN SLOPEthen 2� P=1 1 3 A � 2 20'f I 5 FROM BLDG. LINE. �� -- FF=1 111,4 : P=1 111.4 I 4. PROVIDE 5' WIDE BY 1' HIGH BERM SECTION C C I ' OR EQUIVALENT ALONG THE TOP OF �� 0 �� __ � FF=1 1 12. 1 I ALL FILL SLOPES OVER 5 HIGH. TYPICAL REARYARD GRADING I 5.2' I I 5 I 24� : I 1110.1 109. I I L GB FL GB o FF=111 D. GFF"=1 11. i i 0.2 1109.4 I 0.7 I I FL GB 1110.0 �• r 0 oo © FL/GB I; a Lq �o q p � - o Cn qr 2.0��- 2.9 -..-- -700' -�-� 59.08' �-�,---. __CD_ G � '�� 00 2 '\q��c• Off• '� `tib 2 ,pj N Off• �' �,y 0�9 ►�O°� I�- 60 O 0 CONSTRUCTION NOTES: -' 20 10 0 20 60 ------- - T - 1 pG� 1 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTHPER PLAN o `" _ WENHAMWAY 2 SAWCUT AND ,REMOVE EXISTING CURB AND GUTTER. N GRAPHIC SCALE 1 =20' CONSTRUCT 6 CURB AND GUTTER PER CITY STD. 200 • N .. V Underground Service Alert _� __ __ _ . . ...... (n, .. ...... ...... Call: TOLL FREE LD11&073GR 1�800T_ I 227�2600 LD11a050GR TWO WORKING DAYS BEFORE YOU DIG r� O LD11x006GR 1 "CAUTION": Remember that the USA Center O notifies only those utilities belongingto I ` the center. There could be other uilities I V resent at the work site. The center will � `°'` I p WDID # 933C357834 LD10,*014CR +nform you of whom they will notify. I O DESIGNED BY DRAWN BY CHECKED BY Drawing No. Q` CONSTRUCTION RECORD DATE BY DATE ACC$D BENCH MARK SCALE �pFEss�o RECOMMENDED BY: DATE: ��Lxik/ CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS N 3 1 2" DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE �Q? �P D. 0��y ti- Contractor CURB STAMPED RIVERSIDE COUNTY BENCH MARK HORIZONTAL a� J_ G Plans Prepared Under The Supervision Of T-46-8i RESET 1997" EASTERLY OF THE CENTERLINE � � ACCEPTED 8Y: �• �-' DATE: � rn _ PRECISEGRADINGPLAN OF SR-79 AT THE SOUTHEASTERLY CORNER SOF THE AS NOTED w N0. 42038 �, G / REG , TLER N Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5 NORTHERLY '° Date. �d �� DIRECTOR OF PUBLIC WORKS CITY ENGINEER32437m3 o 09/01/11 JC REV. BUILDING ELEVATION ON LOT 39 ss�s n OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. VERTICAL 'PHILIP D. DO q�, O I V 1\- �� o j�::A98 -� Date Completed 05/18/11 JC REV. BUILDING ELEVATION ON LOTS 38 & 3 ELEVATION: 1097.163' F0 Fa 42038 R.C.E. No. 47109 °"� LOTS 38 39 2 2 N/A CALF R.C.E. No. � SHEET OF i 2/20/10 JC 1 REV. PLOTTING ON LOT 39 DATE: Oct. 04, 2011 04:59:46 PM FILE: F:\0587\Engineering\TR_32437-3\Grd-Productio n..Precise ShtO2� ,9