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HomeMy WebLinkAboutLot 2 Bldg 36-49 Precise Grading GENERAL NOTES Fie 1 . a1P ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT Foa AMENDMENTS. 2 3 9 92P 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE NO,, o� 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. 5. A PERMITTEE SHALL SCHEDULE A PRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. LO PHASE 2 BLDGS 36 9 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. 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: 30 P.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 REGULATING THE \� \ (HASE3I I PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR / PHASE 2 OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY DISTURBANCE OR GRADING. / / (LOT3I 8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE): TRENT HEINER, WOODSIDE HOMES (949) 456-5044 \� PHA5E 3 �e F ? \ - (LOT 2) 9 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. M� ps•a i.- 1 p �, \ PROJECT 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. ry / \ �+ J SITE o / y a n 11. CONSTRUCTION FENCING: A SIX FOOT (6') CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED FOR AS DEEMED NECESSARY FOR PUBLIC SAFETY, THE MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER CONTRACTOR. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTYONLY). QU DU ORDINANCE NO. 491 (TRACT AND PARCEL MAPS 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICTS (SCQQMD) RULE 403, INCLUDING METHODS - 4 APPROVED BY THE CITY ENGINEER. 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF THE OCCUPANCY .A -- �� C RELEASE FORM. - „ ` - - - - - r - -\ V I C I N ITY MAP 15, FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE NOTES. . ' \ '� .;�' "" , , _ /j \ N.T.S. -29 GRADING NOTES �t - 9 �� ° 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 (SWRCP) NPOES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS FASSOCIATES 201 1. D THE SOILS REPORT BY: LE[GHTON AND ❑ATED JUNE 4. 2007 AND \ � ��� _ � ` /// IEGEND UPDATED OCTOBER 5� � � 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. 0000.00 -� N ` /�' / TOP OF CUR B \'�9 TC 4. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1 .5) SHALL BE SUBMITTED TO THE LAND DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (30' ) IN VERTICAL FLOW LINE FL HEIGHT. '� �` � � tA� � � •-- � � � ,� HIGH POINT HP 5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED � SLOPES OVER THREE FEET (3' ) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF b 's �. as SLOPES. FINISHED GRADE FG 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE-CONSTRUCTION MEETING AND COMMENCEMENT OF ANY 4 � ""'" fr FINISHED SURFACE FS CONSTRUCTION/GRADING ACTIVITY. 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL T I MES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BESa` GRADE BREAK GB PERMITTED. � � 7 �,� � �� �•. \ 3 53 �, TOP OF GRADE TG 8. TEMPORARY DRAINAGE SHALL B PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. =; 5 AREA DRAIN & PIPE 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 �� Y �' E ER THAN FIVE FEET (5 ), THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR -�� �� ;. Y, �^ y � � INVERT ERT ELEVATION I N V NATIVE SOIL WITH EIGHTY FIVE PERCENT (859 WATER SATURATION. 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENG I NEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE ), / GARAGE FLOOR GF 0000.0 LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1 ' ) IN DEPTH HAVE BEEN PROPERLY PLACED. \ � �• / PAD ELEVATION PE 0000.0 11 . THE CONTRACTOR SHALL NOTIFY THE LAID DEVELOPMENT INSPECTION DIVISION (951-30-6395) AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT SHEETGRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. INDEX, GARAGE PAD ELEVATION GPE 0000.0 12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR OR SHALL SUBMIT TO THE LAND DEVELOPMENT SHEET 1 TITLE SHEET \ 4 6 INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE S WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. SHEET 2 DETAIL SHEET FINISHED FLOOR FF 0000.0 SHEET 3 PRECISE GRADING PLAN \ 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) LOTS 39 - 44 \ SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN DONE IN CONFORMANCE WITH THE SHEET 4 PREC I SE GRADING PLAN 4 ' SLOPE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. LOTS 47 49 SHEET 5 PRECISE GRADING PLANLOT NUMBER 3 14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, DR A COMBINATION LOTS 36 - 38,45,46 � � � /83 THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. � UNIT TYPE/ELEVATION 2R PROJECT INFO. w I f "R" INDICATES REVERSED FOOTPRINT 15. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH WD I D : 9 330360287 REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE RISK LEVEL 2 INDICATES EXTRA THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE : X DF PLANNING DIRECTOR AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO DEPTH FOOTING ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN GROSS ACREAGE : 3.2 ACRES 1 SIDEYARD FENCE ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DISTURBED ACREAGE : 0.7 ACRES 4 INDEX MAP (PER LANDSCAPE PLAN) PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER SCALE: 1 =100' BLOCK WALL E EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR. OWNER/DEVELOPER (PER SEPARATE PLAN) PO 16, NO GRUBBING/CLEARING OF THE SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE--GRADING MEETING WITH PUBLIC WORKS. ALL PROJECTS SITE WOODSIDE HOMES °0 G U E CONTAINING SUITABLE HABITAT FOR BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, REQUIRE A 30-DAY PRECONSTRUCT I ON SURVEY THAT SHALL BE 11870 PIERCE STREET, SUITE 100 .- CONDUCTED WITHIN 30 DAYS PRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE SURVEY INDICATEGENERAL UTILITY EASEMENT THAT NO BURROWING OWLS ARE PRESENT ON-SITE, THEN THE PROJECT MAY MOVE FORWARD WITH GRADING, UPON PLANNING DEPARTMENT APPROVAL. IF RIVERSIDE, CA 92505 �- BURROWING OWLS ARE FOUND TO NE PRESENT OR NESTING ON-SITE DURING THE PRECONSTRUCT I ON SURVEY, CONTACT : TRENT HE I NER MAIL BOX ❑M `� ADHERED TO: EXCLUSION AND RELOCATION ACTIVITIES MAY NOT OCCUR DURING THE BREEDING SEASON, WHICH IS EOF I NEDI AS RM MARCH E1 THROUGH MUST T PHONE : (949) 858-4980 CONSTRUCTION N 0 T E S & QUANTITY ESTIMATE } 31, WITH THE FOLLOWING EXCEPTION: FROM MARCH 1 THROUGH MARCH 15 AND FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AND RELOCATION ACTIVITIES NO. ITEM QUANTITY UNIT o MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND APPROPRIATE REGULATORY AGENCIES (IF ANY) THAT EGG LAYING OR CHICK REARING IS NOT TAKING SOILS ENGINEER: PLACE. THIS DETERMINATION MUST BE MADE BY A QUALIFIED BIOLOGIST. O LOT GRADING ( 14 LOTS X 75 C. Y. EACH) 1 ,050 CY SOILS ENGINEERS CERTIFICATE 17. DURING ALL PROJECT SITE CONSTRUCTION, THE CONSTRUCTION CONTRACTORS SHALL EQUIP ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, WITH LE I GHTON AND ASSOCIATES O INSTALL 6" GRATE PER N.D.S. NO. 13 OR EQUIVALENT 123 EA PROPERLY OPERATING AND MAINTAINED MUFFLERS, CONSISTENT WITH MANUFACTURERS' STANDARDS. THE CONSTRUCTION CONTRACTOR SHALL PLACE ALL 41715 ENTERPRISE CIRCLE NORTH, SUITE 103s I_ �- I , !►ti'��I S DI�.�� A REGISTERED STEREO CIVIL ENGINEER OF THE STATE OF CALIFORNIA, STATIONARY CONSTRUCTION EQUIPMENT SO THAT EMITTED NOISE IS DIRECTED AWAY FROM THE NOISE SENSITIVE RECEPTORS NEAREST THE PROJECT SITE. TEMECULA, CA, 92590 o 3 CONSTRUCT DOWNSPOUT CONNECTION PER DETAIL 4 CASE 1 28 EA PHONE: (951 ) 296-0530 Q PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY VERIFY THAT = 18. THE CONSTRUCTION CONTRACTOR SHALL UTILIZE TEMPORARY NOISE BARRIERS IN THE EVENT CONSTRUCTION ACTIVITIES TAKE PLACE WITHIN 100 FEET OF FAX: (951 ) 296-0534 INSTALL 4" PVC DRAIN PIPE 1 ,604 LF A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME AN EXISTING RESIDENTIAL STRUCTURE, OR UNDER MY DIRECTION ON ONE COMPLETE COPY OF THE GEOTECHNICAL a 19. THE CONSTRUCTION CONTRACTOR SHALL LOCATE EQUIPMENT STAGING IN AREAS THAT WILL CREATE THE GREATEST DISTANCE BETWEEN CONSTRUCT I ON-RELATED 5Q INSTALL 6 , ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN "-, PVC DRAIN PIPE 219 LF NOISE SOURCES AND NOISE SENSITIVE RECEPTORS NEAREST THE PROJECT SITE DURING ALL PROJECT CONSTRUCTION. SOURCE OF TOPOGRAPHY: SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. cl 20. THE CONSTRUCTION CONTRACTOR SHALL LIMIT HAUL TRUCK DELIVERIES TO THE SAME HOURS SPECIFIED FOR CONSTRUCTION EQUIPMENT. HAUL ROUTES ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. INSTALL 8" PVC DRAIN PIPE 289 LF N 1 SHALL NOT PASS SENSITIVE LAND USES OR RESIDENTIAL DWELLINGS. SUITE 1 A 7 INSTALL 10" PVC DRAIN PIPE 67 LF" THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO THE V) 647 N. MAIN STREET, O RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION MENTIONED ABOVE. Q RIVERSIDE, CA. 92501 = (951 ) 686-5103 CONSTRUCT CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 3,728 SF DATE OF TOPOGRAPHY 9/16/02 -ALL CURB ADJACENT SIDEWALK TO BE BUILT PER L006-025CO �,. OQROFESS/ V) w ® INSTALL DRIVEWAY 2,667 SF SIGNED ' r1 S !�, cc w a BASIS OF BEARINGS NOTE PL.ANNIND ■ DES113N ■ C[]NSTRUCTICN 1C CONNECT 10" PVC INTO BACK OF EXISTING CATCH BASIN 1 EA `2 3 7W 0 v m o THE BEARINGS SHOWN HEREON ARE BASED ON A R.C.E. N0. 40810 COUNTY CENTER DRIVE PORTION OF THE CENTERLINE OF YNEZ ROAD AS 11 INSTALL 3" PVC DRAIN PIPE 3 LF "� No. 62375 Ix TEMECULA,CALIFORNIA 92591-6022 SHOWN ON TRACT NO. 23992, M.B. 231/9-12 BEING /7 Z Q. > C E3 N S U LTI N 13 951.676.8042 + FAX 951.678.7240 + wwwRBF.com IN N 48° 15' 1 1 "W 2 INSTALL 6" GRATE PER N.D.S. NO. 1 1 OR EQUIVALENT 1 EA DAT ' ,9J� CIV1�. \ a aF CO LD12-438GR Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKSCALE QROFESS/O DESIGNED BY DRAWN BY CHECKED BY o T-32-81 RESET 1987, A 2 1/2" DISK �C,�. A. �'4( M. DOTY M. DOTY M. DOTY CITT F TEMECULA DEPARTMENT OF PUBLIC WORKS SHEET NO. U CONTRACTOR IN CONCRETE WALK NEAR THE HORIZONTAL �.�� �0 �y RECOMMENDED BY: �� DATE: `�y >r G� PLANS PREPARED UNDER THE SUPERVISION OF INTERSECTION OF FRONT STREET AND w m "` PRECISE C� R A D I N P c RANCHO CALIFORNIA ROAD IN THE IT LAN Q SIDEWALK OF A BRIDGE OVER THE AS NOTED W_ __ ___ _- _ �{ rr INSPECTOR No. 73744 - - • G �Dl DATE: MURR I ETA CREEK ON THE NORTHWEST �', ; �» ACCEPTED BY: LOT 2 VERTICAL Q. DATE. REG TLER CORNER OF BRIDGE. DATE COMPLETED ` qjF C�yl� �Q�\ MARK A. DOTY DIRE TOR OF PUBLIC WORKS CITY ENGINEER f�; isss::' TITLE MEET n N/A �F CAlY R.C.E. 73744 / °'�• ��p4� OF SHEETS i ELEVATION = 1007.337' R.C.E. 47109 PHASE 2 - B L D G S 36 - 49 r BUILDING BUILDING 2% MIN 4� 2% MIN '\yid \r \r REMOVE SLOPE INSTALL RETAINING BUILDING NOTES: WALL 27't BUILDING FACE 1 . ALL FITTINGS BY: NATIONAL DIVERSIFIED SALES, INC. (OR EQUAL) �-�- 851 N. HARVARD AVENUE TYPICAL SECTION N I t TOE OF LINDSAY, CA. 93247 1 I �S�OAG� SLOPE/ DOWN SPOUT 800) 726-1994 ivIT NOT TO SCALE '=1 i F WALL VAI RES PER PLAN 2. REFER TO FINISH GRADING NOTES EXISTING - '-' _ G 2" 0R 3" DIA. 3. DO NOT GLUE GRATE OR RISER TO PIPE =1 I I- i I I—� _ 4. GLUE: "IPS WELD-ON" #733 SOLVENT V-DITCH ' 11 I I- - 2% M I N �)I i ISTRAP (MEDIUM BODIED, FAST SET) FOR ABS PIPE EXISTING � V-DITCH SWALE PER THIS PLAN THRU 6" DIAMETER JOIN DOWN SPOUT PER LD06-183GR 5. EACH LOT TO HAVE ROOF DRAIN SYSTEM CALTRANS TO RISER R/W 30,t BUILDING BUILDING LINE 3" PVC RISER 10- TYPICAL SECTION LENGTH VARIES) TOP 5 FINISH GRADE .. OF NOT TO SCALE 2.09' MIN • SLOPE �\ \���\ • FINISHED FLOOR NDS 1230 OR APPROVED 1% MIN 1% MIN 1% MIN 2% MIN •:; �� 'rN ' �� ON UALPLAN HERE SHOWN ' s 1 .0% MIN 3" PVC DRAIN PIPE O II SWALE PER THIS PLAN PAD ELEVATION DRAIN PIPE--r SWALE PER THIS PLAN SAND FILL PER PLAN 3" PVC 45° ELBOW TYP. �- 3" PVC DRAIN PIPE (2) PLACES OR USE ( 1 ) 90° "_•,L-=..-..�._ (TYP) SWEEP 'III� r: • r III=' - F I TYPICAL SECTION 2 TYPICAL SLAB FOOTING DESIGN DETAIL DOWN SPOUT TO AREA DRAIN DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE 60'± BUILDING EXISTING HOUSE VARIES PER PLAN _I I TOP OF SLOPE/ I WALL EX.30" DITCH— VARIES ITCH VARIES ��• I- % MIN �- 21 '± TO 47'± 2% m �I I- EX.RETAINING WALL- 11- SWALE PER THIS PLAN PAD 27, MIN 1%MIN I�- BUILDING LINE li,ll SWALE PER THIS PLAN COlot 4,�-'►I ' BUILDING LINE BUILDING LINE �1 MUDS I LL - TYPICAL SECTION 5' MIN 4' 5' MIN DEEPENED FOOTING DF DEPTH rFINISHED FLOOR 117--III- SHOWN ON GRADING PLANS r -N 0 T TO SCALE VARIES ALK VARIES 1 ' MIN E 1 MIN Q? FINISHED FLOOR FINISHED GRADE ZOq° 01,4 :`.• o TYPICAL SECTION 2� M1N PAD ELEVATION ¢ z [(UP ER) �` SAND FILL NOT TO SCALE FINISHED FLOOR 20q° MSN MIN y 06 (LOWER) Zq M �; N .°•-� NOTE: IN NO CASE SHALL THER SWALE FL ` 2.0% SAND F I LL `' "' .` ` PAD ELEVATION BE LOWER THAN THE BOTTOM OF THE r- ' r t FOOTING WITHIN 5' OF THE FOOTING PAD ELEVATION SAND FILL 20� CO q Ak PVC DRAIN PIPE >_ AVENIDA ABRIL IN (WHERE APPLICABLE) DEEPENED FOOTING DEPTH AS SHOWN ON THESE PRECISE GRADING PLANS EXCLUDE �- THE BUILDING SLAB THICKNESS PER ARCHITECT PLANS. FOOTING DEPTHS MAY BE CALTRANS BUILDING PVC DRAIN PIPE EXTENDED DUE TO STRUCTURAL REQUIREMENTS. R/W 104't (WHERE APPLICABLE) c� TOP TYPICAL SECTION BETWEEN BUILDINGS EXTRA DEPTH FOOTING DETAIL o OF I SLOPE NOT TO SCALE NOT TO SCALE 0 I N 3' MIN PARKING 2% MIN I SWALE PER TH IS PLAN RIBBON N GUTTER N rl�i' Lu � N cn ill=' TYPICAL SECTION W 4 NOT TO SCALE i c-� z 0 Q 0 PLANNING ■ DES113N ■ CONSTRUCTION J O O R � � 40810 COUNTY CENTER DRNE Z TEMECUL.A,CAL.IFORN A 92591-6022 J C❑N S U LT I N 13 951.676.8042 ■ FAX 951.676.7240 ■ wwwRBF.com LD12-038GR Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKSCALE �FESS� DESIGNED BY DRAWN BY CHECKED BY QR �N CITY OF TE ECULA DEPARTMENT OF PUBLIC WORKS SHEET NO. cnT-32~-81 RESET 1987, A 2H 1/2" DISK ��� A. ( M. Dory M. Dory ru. oorY ,� N T IN CONCRETE WALK NEAR THE HORIZONTAL ��j► �y� PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: DATE: G /7 0 CONTRACTOR INTERSECTION OF FRONT STREET AND .c RANCHO CALIFORNIA ROAD IN THE 0 r,, �� °�::r� � PRECISE GRADING PLAN "7 SIDEWALK OF A BRIDGE OVER THE AS NOTED a m INSPECTOR MURR I ETA CREEK ON THE NORTHWEST * No. 73744 * .- dl ACCEPTED BY: DATE: l3 l�- TRACT 23992 - LOT 2 Q CORNER OF BRIDGE. VERTICAL Jy► CIVIL �Q` C� DATE. REG UTLER DETAILS AND TYPICAL SECTIONS O DATE COMPLETED N A gjFOFC�1�0�� MMARKEA A.7DOTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER d,�fQ >se .p� _ ELEVATION = 1007.337' / R.C.E. 47109 PHASE 2 -- D L D C S 36 - 49 OF 5 SHEETS 0--'- •-1- -- 6.45 LF® 6 8_81 LFA ----.�-_..�����.� ..�...,.d. _.��.��...,�...� 97�.48 N 2 �, _.�.. .�w-. ,,_.rC2�-�e6.88I NV ... .. ..� .., ... ..�.,.. .35 INV �4�5$ 4 .�.�. 31 . 1 LF® 5-0.0100 �1 � -•�- .,�. 2 99.4 TG @S=0.0100 6.7 L FO S=0.010 -� •.�"' "�- IN1% MIN 1� MIN _ 01.9 � _ ~. �► �.,,�jO I `` ,�, 9815 INV.,�. �- 19� M � _ ��.�� �� ° MIN -. -�_ _ _ 1 �.,�, 8 Now-so -. - �.� 01 .2 I D 1 .5 TG 2 01 .9 F-FL_F1P 1 .5 TG -r~ --�° MIN 4 •88 LF-� 00.8 TG 2 01 .5 FL-HP 99.67 I N FL-HP OV w z 00.29 I NV I 02.3 TG 2 �'0 19; F01 .50 IN 2. 7 �.� _ MIN 1f _ -- --- 3 97.55 I N Z FG N 02. 7 - - ... 1 1% MIN 01 ' N 6.5 LF N ,�, FL-Hp . 1 11 0. 16 ` r =0. 1862 02.g [o��v FL -HPTC 01 .0 TG 2 FI- p� � 1AC 22.3 LF® 41, 97.86 INV i1 4 � pO2,...� •-� 01 .5 ® S=0. 1251 14.7 LFO 2.9 2�, 01 8 TG��'�� � �, -00. 1 TG 2 � z 15.3 �0 ! 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NO. 401 1 gg,g �N FF 1 S 02.49 FF 8 FS 22 INV MIN 7.50 LF 1 r 17 P 41 1 � 01 .1 GPE=1101 .3 Q2.16 FS 2.0 02 o 01 • upo 49 FF 02.56 FS 02.7 I S=0.0773 INSTALL DRIVEWAY / 1 . !� j MIN GF S 6 D 1 FL_Hp D2 .16 FS 02.05 03.37 FF GFF 0 1 .09 .09 1 TG 10 FF g DROP 03.37 FF I t o 1.,_ O2 p 1 .82 ® 03.04 F �. 2.6 TG 2 co 11 INSTALL 3 PVC DRAIN PIPE I 2 01 ,67 j1101 .67 7 2 0% 02. 13.97 LI~ I FS-GB S � 03.37 8 DROP 03.04 FS I 0 8 � O MIN I FF T94�i-Wl NV 1 0 1 .68 FS GFF 4 $-0.4100 'I 01 .7 TG 2 2.PE= 67 FF 2.5 01 .62 FS 02.49 00. 16 IN FF 4 14.20 LF- j 0 12 INSTALL 4 GRATE PER N.D.S N0. 11 I _ OO 5 p1 . $ 1 .1 0 FS FF � S~o ® � � OR EQUIVALENT I S GPE-11 01 .34 F 01 .2 .0100 cV ()().9 FS-GB 19.19 LJ" ® 1 MIN 2 02 4 I F1--NP 13.3 !. ® 1 4 5=0.0100 1 02.7 � 1 !� � 4 6 � .0�0 � FG 01.08 INV J a 0 • 2 o•Op50 01 .17 DROP S 2% -�- 01 • 4 27.74 0 FF 6 N _ � ® � � o 2 I 01 .67 GFF M MI 01 .8 I Z a I •° 01 .34 FS 01 .67 FG 01 .8 01 .8 cv 1 4.00 LF ® 5 N z 02.7 I � .�.�-� FG I J r, FF 00.9 TG 1 FG AC AC 1 -0.0325 FG AC NV s� F® 62 A F ,15 L 01 .3 TG � 5 .p4 LF � C FG a. 93 cv 67 2 02.0 TG ® 02. / 4 N 1 01 .6 5 01 .6 5�0,0100 99.9 V 1 00. 18 INV Z S=0.0 100 N z FG 7 / •� a, I 1 • V, 1 5 13 1�r 5 FL-HP _1 MIN _ 1�' o I 1 •p% j o u- •_0.0331 FL-HP ��� �-=-- ��•�.-�_:.��M I N � 02.4 �-- 1 S✓ MIN - -,.` F _ N T 1� w� H I MIN I ,6 � 01 2 G 2 �.�� � ���.. _` _ 02.4 I O N .Z-- S•-0•0 w C� 9g J O r r.. � --r L`/`�/ti+ �� • / �•� / / , w M 2 .8 TG 2� 01 .0 C FG 4 TG _--f .,�" __--w- __� w � ' 6-''"DER I METER WALL/FENCE _` -.. o M 8G moi,/ cn 9.8 I V \ N G AC A ()0.4 °• CNV 1 ..... ------- - -.„.._.._._ - PER LANDSCAPE--�A1�E�#I-TE T I I F 2 3 - _ I FG 9 0.7 1` MI .� - _ �_ .. `,� S=0.0161 w I 1 .0 4 S=0 0 F���� - �` "_-- -~ `. 10 0 10 20 0 0 _ 30 23.1 -"_- --''- ----Y _ _ --__ I \ 5-0.005 _ _ �. •„ w .c. .-^ M -. - _ _.. __ -_ ` ., `' '• --_ _. --'. 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".,�, �-• .ems..,,,.. � �,..... .s�-' ,. ,..,...�-....---^-'^......-'..- "."_.....- --«__ _,,.,� _ -w,....w. ,,, .`` M1rM _...� z TSMC-CULA,CALIFORNIA 92591-6022 -ry Q CDN 5 U LT 1 N C3 951.676.8042 FAX951.676.7240 wwwRt3F.com ..---- __...-.-_-.• ... . _,,.. --'"._ �,..----' ''"" ..._.--- ... _,..-•- -"_ _._,,..,..w_..-,-. ---___.-- -.... .. _M.-._ ......._ ..._ .m.. -__-- ~ - ,._ . '" „ . •�� _ - . .�� � -- _.---- _- - _-� _ --_. LQ12-t�38QR Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE ROFESS/ DESIGNED BY DRAWN BY CHECKED BY T-32-81 RESET 1987, A 2 1/2" DISK �aQ A• q�q( M. DOTY M. DOTY M. DOTY CITY TEMECULA DEPARTMENT OF PUBLIC WORKS SHEET NO. IN CONCRETE WALK NEAR THE �v� OO �y RECOMMENDED BY: DATE: Cq N CONTRACTOR INTERSECTION OF FRONT STREET AND HORIZONTAL �� PLANS PREPARED UNDER THE SUPERVISION OF RANCHO CALIFORNIA ROAD IN THE AS NOTED ` m _ c'� PRECISE GRADING PLAN INSPECTOR SIDEWALK OF A BRIDGE OVER THE � No. 73744 �' MURR I ETA CREEK ON THE NORTHWEST * ACCEPTED BY: DAT 3 z'''" `r TRACT 23992 - L O!T 2 Q ' DATE. C' fid/ E l /Z ,- :.;;-: r ,: CORNER OF BRIDGE, VERTICAL �. REG TLER R 2 DATE COMPLETEDCIV11- 0 �\ MARK A. DOTY DIRECTOR OF PUBLIC WORKS CITY ENGINEER Dfr; :isas::..... ELEVATION = 1007.337' N/A OF CALIF R.C.E. 73744 R.C.E. 47109 / ' "`'°�� BUILDINGS 3 9-4.4. OF 5 SHEETS � a a W 12T6 AVENIDA ABR ILI I 99.1 =14+11 . 15 CALLE CASERA 0 1099.03 FS ------ ------ 00 CN 0) >- CO >- 13LATER - 14+48.27 AVENIDA ABR IL gg e%rl" SEE RECREATION co-8- 3><- 3-- < B-- - w SEE HASC W eq 11+79. 13 CALLE CARILLA aww LLJ rp" Kr F ILLJ LI) 6-4 + -0 + + + 1099-68 F5 GB + + D y pr AVENIDA ABRIL 0.57. z Q� n 0.5% co c) v- © � 0) m 060 M --j%Lf Lc) cy) r- T- 2 00 L0 04 V) C) c (D Nt u v V) V) (f) T- v- V) c:) 0) V) Lr; U-) ta vi V) In (0 r- I OAU 0) 0 T- . r-- 0) cn cn 0) 0) C-41 U) mj 1 0) cn ch CD 0 C) Cn L) c� c) 0; V) 0) U) U MID G) p 0) p 0) 0 1 9 0; C.) 0) F-- 0) 0) vi 01 L, N Cv C-:).j p Ql* -or uj 99.4 �- "N , ,�- 04 F5 C,4 [ES- % 41 - Lo -F GFS 1099.24 (0 "1-, "D GFS 1099-41 99. y GFS 1099.49 GFS=1099.33 GFS 1 uu�j.Li GFS=1099-25 GFS-1099.73 41 US 1099.89 2%- 2 3 13.9 TG 98.9 TG V) (n GFS 1099.73 -1 1 60 98.50 IN @A6.97T 27 INV �2- L- u- 2 3 9 - : 1 INV 99.2 TG Lf- V9.6 TG % ``' �... 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V) 1 H 11 4,11 99.6 • T--- CO S=O.7586 r- It U) 8.50 rll. -4- 003 tc TC cn a) N � co S=O.0 100 in " �R 0) CD 0 m El I I 1 ❑ 04 S�q ICIN T-� 6 00 00.33 1 -)45 lY 00 El S;7 HP 04 T) \99.4 r 99.4 S=0.0 100 i 1 -51 .5 LF 0 U 1� z 2% 0-,, TC FL-HP FS- 8 S=O.0056 17 1 1 FF,�\ /i--- 8" DROP 99-58 %r 2Z - 9" DROP AC 1 279 1" 00.07 12 99 ❑67 u 11 -d T- 7 DRO z 8 DROP OP / 49 r Zli P r GFF �-�lACI v G .0 :21 /47 r GFF 00. 17/ ma 1 1-4 99.76 Fs ❑ 1 6 DROP I - "I u- V) V) b- 48 FF 00,57/ ❑1 00. 17 99.43 GFF Ll- Ll- 0) V) LLt (n LL- \-�j 2% U) u- UJ uJ FF=l 100. 1 Lt- Ln It Kt " ::E 0 FF FF LL- LL- 00 00 2% 29FF-1100.57 57 99. 1 W -4 2 6p PE=1099.5 CO MIN cn a) FF=1100 17 99 3 TG LO CN 0) - 2% STEp 99.4 1 2 �9%--j 0 0 PE=1099.9 FS- ¢ 99 2 TG '\REB 99.4 c:) 4m D .0 00) FL-HP •. 1 1"', 1 9)V) FL-HP IGPE=1099.�] PE=1099-5 INV �"4 99.60 0 a) GPE=1099.4 CL W 99-74 98.22 INV\-� m b- 99.78 FL HP ❑FS/LP00. 17 FF 00. 17 FF IGPE=1099-0] 1-3 00.57 FF c) U) Q 00. 17 FF 99.84 FS ----, 2.1 2 0% 99'.84 FS FS-G13 .0 �7 00.57 FF 00-24 FS 8 -PO-29 00. 17 FF • m CO 1 a.3% 99.84 FS 99.67 99 59 c& 2.0 - 1 .0% GFF DROP 99.84 FS ��00.24 FS 00.07 00. 18 4 6 GF 7 DROP dN r 6 DROP 00 18 FS GFF FS-GB 8 00. 17 -62% 00. 17 4 -0100 99.76 FS mp LL- FF 00.57 El _j MIN FF 2% 199.4 T 0 - a--C2 FF 197.85 INV 31 .39 ) 15000 LF WN !�TG i9 LF 0 n7 16 LF 0 MIN 99.21G 2% 2Z S=O.0 100 96.72 IN S=0.0�9S=0-022 (7-1 • 1:7 S=O.0 100 50.23 LF Orn-*N 99.5 MIN 19.74 LF 0 7. 18 L 59.86 LF Ora,-\ 1 FG -1 ❑ ( 20 S-0.0088-AOJ 5 S=0.0 1 oo S=O.05 S=O.0.0 100 55.07 LF 0 01 .5 TG 00.46 MI 2 TG-- v?. -T z 6-4 98-51 INV E %vy N �--4 CN :2 9 51 a 0.0 OTG 7. 3 LF N) :2 AC AC 1 %-9-9.9 z 71- 99.3 99.3 TG 7 "I I v- TC bR INV I ��0 C 91 AC AC X 99.3 0050 99. 1 TG 15, 3 LF INV FG 99.3 --- INV 1 1% MIN FL-HP 9 .6 2 FG AC ❑ / 03-36 TW 5r 0 104'-t - FL HP 1% M I N - -11- - 97.35 INV S=O-0 100 EL Cd T -Ed---- . -- 1199.40 TF 24p Ung 7 3 99.7 2 0 vllN 11�30. 170 Fl -HP 19; MIN 99 7 98. 5 INV 02 80 5. T FL ammommo � � -- -�(7)2.3� TW 03.00 TW p F5 -TG- 4 (�)99.0 TG I 14 97.48 INV -HP 170 MIN z NV FL-HP A &-4 :7- 7�1 2% woo-ONO 01 .64 TW 02-30 TW SE E SHEET 3 99.00 TF 99.00 TF ftft-ftw am--mo 01 . w 01 .5 TG 01 .5 TG 00--m mow--w 00.8 TG 99.00 TF 99.00 TF 99.67 INV 00.29 INV 03-00 TW 0 30 99.00 TF 97.55 INV 0 01 .64 TW 99.00 TF 0 99.00 TF 03.62 TW 1 00 16 CONSTRUCTION NOTES 99.00 TF T T �O Y TC*EC )l 02.3 TG F N C LT R W INSTALL 6 GRATE PER N.D.S. NO. 13 OR EQUIVALENT 01 .03 INV 0 ..- I 3 CONSTRUCT DOWNSPOUT CONNECTION PER DETAIL 4, CASE 1 INSTALL 4" PVC DRAIN PIPE Ro INSTALL 6" PVC DRAIN PIPE OINSTALL 8" PVC DRAIN PIPE c\j INSTALL 10" PVC DRAIN PIPE ui V) CONSTRUCT CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 < INSTALL DRIVEWAY 10 CONNECT 10" PVC INTO BACK OF EXISTING CATCH BASIN 10 0 10 20 30 ui GRAPHIC SCALE Q PLANNING 0 DESION IN CONSTRUCTION 40810 COUNTY CENTER DRIVE < TEMECVLA CALIFORNIA 92591-6022 C E3 N S U LTI N 13 951.670.8042 d FAX 951.676.7240 m www.RBF.com LD12-038GR DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D, BENCH MARK SCALE y?,OFESS SHEET NO. rn M. DOTY CITY O E T E E C U L A DEPARTMENT OF PUBLIC WORKS T-32-81 RESET 1987, A 2 1/2" DISK A. M. DOTY M. DOTY RECOMMENDED BY: DATE: &/7-//--L- IN CONCRETE WALK NEAR THE HORIZONTAL 0 PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR INTERSECTION OF FRONT STREET AND CIO It- ?P- Alf I Ell PRECISE GRADING PLAN RANCHO CALIFORNIA ROAD IN THE AS NOTED rn SIDEWALK OF A BRIDGE OVER THE No. 73744 < INSPECTOR DATE: Q TRACT 23992 - LOT 2 MURRIETA CREEK ON THE NORTHWEST ACCEPTED BY: Z/ < DATE: 6 171Z 0 ' CORNER OF BRIDGE. 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I / ... _.. __..- . _.__.. _._. _ �- - ,. --_ o •,�,�� 1110 5 \ I 10 0 10 20 30 J •7 LF p PLANNING ■ DEsIDN ■ C0N9TRUCT16N . ..._ . .-_... ._ -... -._ � _ _ _ _ .. ,• - ....._ � - .. , . �•0123 2.6 TG o +f `"` -� 1 .72 z - ,� 03.5 GRAPHIC SCALE 44810 COUNTY CENTER DFi[YE `` "` F cn S o ■ ■ ■ 591-6022 ._ oo _ _ ~ ._ -.. �. .. W. 0 TEMEcu�a►•cAL�Nt�92 _ --._.,___ C❑N s U LT I N G 951.676.8042 ■ FAX 951.676.7240 + wwwRBF.cam -- _ ,"` ., L D 12 038GR Q U BENCH MARK DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE QROFESS/ON TEMECULASHEET N0. q -4 M. DOTY M. DOTY M. DOTY DEPARTMENT OF PUBLIC WORKS N A 2 1/2 DISK `� A T--32-81 RESET 1987, q�. � �� RECOMMENDED BY: DATE:IN CONCRETE CONTRACTOR INTERSECTION WOFKFRONT STREET AND THE HORIZONTAL �,� 2z PLANS PREPARED UNDER THE SUPERVISION OF a r ®�N L/�1 N Ln RANCHO CALIFORNIA ROAD IN THE THE 5 AS NOTED �, `� �' '� L Q INSPECTOR SIDEWALK OF A BRIDGE No. 73744 - MURRIETA CREEK ON THE NORTHWEST * * �' ACCEPTED BY: DATE: - 7 :,::.. DATE: ;:: CORNER OF BRIDGE. VERT I CAL Q- EG UTLER :"'-....:...:.:::... PHASE 2 `�6 C10- DATE 1 V Il. ��� MARK A. DOTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER `� isa�. 71 DA"TE COMPLETED N/A 0FCAuF° R.C.E. 73744 R.C.E. 47109 `�^�. •°4� BUILDINGS 36-33,4.5,46 OF 5 SHEETS ELEVATION = 1007.337'