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HomeMy WebLinkAboutLot 119 Precise Grading GENERAL NOTES, 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT AMENDMENTS. �p�NCW PORN A RpA4 2. APPROVAL OF THESE PLANS 8 THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPL I CANT AND ENG I NEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR o ROAD PROJECT OMISSIONS DISCOVERED DURING CONSTRUCTION. SITE 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. 4. THE PERMITTEE MAST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF--WAY. �o VIA RAMI FZ� 5. A PERMITTEE SHALL SCHEDULE A PRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. LO PAUBA ROYAL o MCR E q CRE 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 o p (n PLACE m'F r a la t r 4 188 2 �r 11 !9 PA 10 01U4 H�� ECHEATION AHEA 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 ACTIVITYG w �AN�iAG � ?, 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. ¢ ROAD in c �� �� o 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL Ld ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY �-- 4 NG DISTURBANCE OR GRADING. fiffe mum e c e o 1 0 1 < 8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHIN IS NOT ACCEPTABLE): ' Off, PIO PICO w iOp,QT RE). JARN�lNE VALDEZ, LENNAR HOMES OF SOUTHERN CALIFORNIA, INC. (950817-3600 [ [ :' . OCq RO NU -A 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 / / E / HWY. 79 c� NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPL I CABLE. Pi Ir Ct fT rT I t t f c If RESPONSIBLE FCLEARINGF TH PR 1 [ _• `A • ' TO SAN DIEGO 10. THE CONTRACTOR SHALL BE OR 0 E PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. / ` .� \ 4 , 11. CONSTRUCT I ON FENC I NG: A S I X FOOT 6 CHA I N L I NK FENCE I S RE I RED ON ALL I NOUSTR I AL AND COM MERC I AL PROJECTS UNT I L ROOF SYSTEMS ARE COMPLETED FOR AS DEEMED '• °" . NECESSARY FOR PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION rENCING UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. ell VICINITY M / . NOT TO SCALE 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 COUNTY ORDINANCE NO. 491 (TRACT AND PARCEL MAPS ONLY). 13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCQQMD) RULE 403, INCLUDING METHODS APPROVED BY THE CITY ENGINEER. / � `,,. .x. . LEGEND 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF THE OCCUPANCY RELEASE FORM. / ;.,1 /, i ,• , ! 6 " - 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE NOTES. r � � � 0000.00 rr ` TOP OF CURB SLOPE r . • Tc 16. PROVIDE SURVEY CUT SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. - :� �1 6 FLOW L I NE R A D I N NOTES. / INVERT ELEVATION IE •k- , ' HIGH POINT HP 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 / / - W , , � / .� � �, '� �- °� � �� ��: r ` RETAINING WALL RESOURCES CONTROL BOARD (SWRCP) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. / FINISHED GRADE FG 2. ALL GRADING SHALL BE DONE IN CONFORMANCE W I"I`FI RECOMMENDAT I ONS OF THE / / y� r` \�. •' k ADA PATH OF TRAVEL -•* - - �( 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 AND SHALL COMPLY WITH RECOMMENDAT I ONS OF THE SOILS REPORT. IN FINISHED SURFACE FS -- -� i /� ��/ •: FIRE HYDRANT 4. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ON AND FIVE TENTHS 1.5 SHALL BE SUBMITTED TO T LAND DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL TOP OF GRATE TG ( ) ENGINEER, SOILS ENG 1 NEER OR GEOLOGIST FOR CVT AND FILL SLOPES OVER THIRTY FEET (30') IN VERTICAL HEIGHT. �"` �"~" �" ��� / �r ,, � � STOP SIGN h TOP OF FOOTING TF 5. PROVIDE, AS APPL I CABLE, 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 :1 VERT I AL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM T T ° -' y' n FINISHED FLOOR FF 0000.0 CO THE OP OF SLOPES � e,�� / . TOP OF WALL TW 6. ALL PROPERTY COMERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE-CONSTRUCTION MEETING AND COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY. L V w WATER SERVICE W TOP OF SLOPE TS 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ♦---� :;. ` ` +f \u _ SEWER SERVICE S 8. TEMPORARY DRAINAGE SHALL 8 PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND GARAGE FLOOR GF 0000.0 DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. SEWER CLEAN OUT0 z e SD- 3 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 PAD ELEVATION PE 0000.0 �r�..° / DRIVEWAY EXCEEDS 5: 1 AND IS GREATER THAN FIVE FEET (5'), THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85X WATER -� T / SATURAT ION. 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENG I NEER, SOILS ENG I NEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR , "•.. , "�"' "� ° CONSTRUCTION N0TESQUANTITY& ESTIMATE TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1') IN DEPTH HAVE BEEN PROPERLY PLACED. "` _ � ,�..-. %,, _ - . -.. .. Pou, NO I TEM QUANT I TY UN I T 11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-30-6395) AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT GRADE AND DRAINAGE 139 INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. SUMNYw� CONSTRUCT 0.33 AC W/SEAL OVER 0.54 CLASS II A.B. OR REQUIRED BY THE6 p57 SF DR I VE 12. PRIOR TO RELEASE OF A BU I LD I NG PERMIT, A REG I STEREO CIVIL ENG I ICER 0R LICENSED LAND SURVEYOR DR SHALL SUBM 1 T TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF ��A DOws4 0---� ,..,..._ �- •--- . `�" -... "'� � �- ` SOILS ENGINEER. (AC 149 TONS, A.B. 121 CY) . WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BEw. "� 4 „ bqw� wrc w -s �. „_ y \ M. "`� az CONSTRUCT TYPE "A-6" CURB AND GUTTER (6" C.F. PER C.O.T. STD. NO. 200 76 LF TO LIN GRADE ELEVATION AND LOCATION OF CUT/FILL SLOPES. ` ` " " ° •° - a M °" x , h M ; w ..�. �, \ M.�,. u. �.k - w ,,, '� / 3 CONSTRUCT TYPE "D-6" CURB (6" C.F. ) PER C.0.T. STD. NO. 204A 287 LF 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENG I NEER SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN F I NAL PAD -.... ..,, ,Po,�',, mx `"" r ` F O 1 COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. • • h ` 4 CONCRETE WALK PAD PER LANDSCAPE ARCHITECTURAL PLAN 1 500 SF 14. POST GRADING ACTIVITIES SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLING WHERE APPLICABLE GROUNDCOVER TREES SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE &( ` "� WITH THE TEMECULA MUN I C I PAL CODE PRIOR TO THE APPROVAL OF F I NAL INSPECTION. SLOPES OVER FOUR (4) FEET IN VERT I CAL HEIGHT SHALL HAVE PERMANENT I RR I GAT I ON SYSTEMS S J PP .~ ^a'y mom„ „rY µA yy� .:�• 5 CONSTRUCT CURB TRANSITION FROM 6 CF TO 0 CF 28 LF WITH BACKFLOW PREVENTION DEV I CES PER THE U.P.C. 1, **%.1s1j1jjjjjj 21 .µ ' CONSTRUCT DRIVEWAY APPROACH PER C.O.T. STD. NO. 207A 650 SF 15. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE ARCHAEOLOGICAL CULTURAL RESOURCES OR ANY 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 SHALL CAUSE ALL " CONCRETE STEP OUT PER LANDSCAPE ARCHITECTURAL PLANS 54 SF FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE PLANNING DIRECTOR AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PRPOERTY OWNER TO DEPOSIT A SUM OF MONY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INDEX MAP S CONSTRUCT 3' RIBBON GUTTER PER DETAIL ON SHEET 2 48 LF 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 RESOURCE, THE PLAN N I NG O I RECTOR SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE SCALE: 1"=40' ® CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. NO. 303 2 EA DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE D I RECTOR. 10 REMOVE CURB AND GUTTER 67 LF PAVING NOTES CONTINUED �, PAVING NOTES SOILS ENGINEERS CERTIFICATE 11 INSTALL 4 P.V.C. STORM DRAIN (SCHEDULE 40 1 , LF 1 . MINIMUM PARKING LOT GRADE SHALL BE ONE PERCENT ( 1%) . 9. COMPACTION TEST OBSERVATION OF SUB-GRADE MATERIAL AND BASE GRADE MATERIAL SHALL BE I , v� cNo- S�FLA A REGISTERED CIVIL ENGINEER OF THE STATE OF 12 INSTALL SPEE-D BASIN (NDS #101 ,#201 ,#250 OR #300) WITH 6" ROUND GREEN COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE LAND DEVELOPMENT INSPECTOR, ALL PLASTIC GRATE (NDS #40) 51 EA 2. MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITY SHALL BE A HALF PERCENT (0.5%) . GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PROCEEDED BY COMPACTION TESTING. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ,MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS 13 CONSTRUCT SIDEWALK PER C.O.T. STD. N0. 401; WIDTH AND LOCATION PER PLAN 1 ,635 SF 3. ALL PAVEMENT STRUCTURAL SECTIONS SHOWN ON PLANS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE 10. THREE (3) PAVING INSPECTIONS ARE REQUIRED BY THE LAND DEVELOPMENT INSPECTOR, THE FIRST ( 1ST) PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON u QED. ONE COMPLETE COPY OF THE GEOTECHNICAL ENGINEERING 14 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT 115 LF TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT PAVEMENT STRUCTURAL SECTION REQUIREMENTS. AT SUB-GRADE COMPLETION, SECOND (2ND) AT BASE GRADE COMPLETION, AND THIRD (3RD) DURING INVES IGATION COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN USE STANDARD N0. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. PLACEMENT OF ASPHALT PAVING. SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 15 INSTALL 4" PVC SEWER PER UPC 153 LF 4. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED AND ACCEPTED BY THE CITY ENGINEER. 11 . COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY NINETY PERCENT (95X) COMPACTION OF THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND 16 INSTALL 2" "PEX" WATER SERVICE PER UPC 167 LF THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF CALTRANS HIGHWAY SUB-GRADE PRIOR TO REQUEST FOR SECOND (2ND) INSPECTION AND PLACEMENT OF BASE MATERIAL. CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION DESIGN MANUAL AND UTILIZE THE `R" VALUE METHOD. THE `R" VALUE TESTS SHALL BE CONDUCTED IN 17 INSTALL 3 P.V.C. STORM DRAIN (SCHEDULE 40) 75 LF ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. MENTIONED ABOVE. I 12. THE DESIGN SHALL ADHERE TO THE ,METHODOLOGY SET FORTH IN CHAPTER 600 OF CALTRANS HIGHWAY _ to-ON INSTALL 3X4 P.V.C. REDUCER SCHEDULE 40 3 EA THE NUMBER OF LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL OF THE CITY ENGINEER. DESIGN MANUAL AND UTILIZE THE R VALUE METHOD. THE 'R51VALUE TESTS SHALL BE CONDUCTED IN I ACCORDANCE WITH THE CALIFORNIA TEST NO. 301 . TESTS SHALL BE SUBJECT TO APPROVAL BY THE CITY �! a ES� � • •���� ��� 1 g INSTALL SLOT DRAIN PER L SCAPE ARCH. PLAN, DRAIN IS TO OUTLET INTO THE 401 LF 5. THE DEVELOPER OR CONTRACTOR SHALL APPLY TO THE LAND DEVELOPMENT DIVISION FOR AN ENCROACHMENT ENGINEER. S I G ED � V� SEWER SYSTEM PER PLAN PERMIT FOR ALL WORK WITHIN PROPOSED OR DEDICATED CITY RIGHT-OF-WAY. '� ' FY NINETY-FIVE PERCENT 9 COMPACTION OF 1 20 CONNECT THE SLOT DRAIN SYSTEM TO pvc SroAm Z 2 EA 13. COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTI ( 5�) 6. ALL OTHER PAVED ACCESSES NOT REQUIRING AN ENCROACHMENT PERMIT REQUIRES A LAND DEVELOPMENT PAVING. _ __ . No. RG 47 51 2j INSPECTION UNDER A VALID PERMIT. BASE MATERIAL PRIOR TO REQUEST FOR THIRD (3RD) INSPECTION AND PLACEMENT OF ASPHALTIC .�,, .� � � �� NOTE: ADDITIONAI , QUANTITIESR.C.E. NO. a� Exp. SHOWN ON ET 3 14. PAVING IN DISABLED PARKING AREAS OR PATHS OF TRAVEL REQUIRES AN INSPECTION PRIOR TO AND AFTER �',� fy��. 7. ALL UNDERGROUND FACILITIES, INCLUDING LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET PLACEMENT OF PAVING. " 1 2 1) 1/ ` �` �' ` EARTH WOR KLLj SECTIONS. DATE ' O��- 15. PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT ( 10X) . 1_1 CUT CY FILL CYZ 8. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE GRADE SURFACES PRIOR TO PLACEMENT OF RAW 10600 450 ASPHALTIC CONCRETE PAVING. ASSESSOR PARCEL N 16. BASE COARSE AND ASPHALTIC CONCRETE (AC) MATERIALS SHALL CONFORM TO PROVISIONS OF CURRENT SOURCE OF T OVER-EXCAVATION 5,856 5,858 CITY STANDARDS AND THE GREEN BOOK. MIX DESIGN SHALL BE ACCEPTED BY THE CITY ENGINEER PRIOR TO 0®TAINED FROM TRACT 24188--2 --3 & -F ROUGH 955-530-003 (3-FT OVER ENTIRE SITE) Xoll PLACEMENT OF ASPHALT. GRADING PLAN (LD02--007GR) TOTAL 7,456 6,306Er LEGAL DESCRI PTI ON a. BASE COARSE MATERIAL SHALL BE CRUSHED AGGREGATE BASE PER SECTION 200-2.2 OF THE GREEN BOOK. OFNET 1 , 150 EXPORT _ _ BASIS LOT 119, INCLUSIVE OF TRACT 24188-2, I N THE BUI Lp I N G AND 5AMry b. AC SHALL CONFORM TO SECTION 203-6 OF THE GREEN BOOK - TYPE B PG70--10 AND TYPE C2 PG70 10. PLANNING 4 DESIGN 0 CONSTRUCTION c. MINIMUM AC THICKNESS IS FOUR INCHES (4") . THE BEARINGS SHOWN HEREON ARE BASED ON A CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF Rey'Eby � 'N GaM Pu ANCS W'TH LvA+ d. MINIMUM AC LIFT I S TWO INCHES (2"'); MAXIMUM AC LIFT IS FOUR INCHES (4") . PORTION OF THE CENTERLINE OF BUTTERF I ELD STAGE CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK0tSAffuG� AecfS5 AHb��5SIR1J.IrY ROAD AS SHOWN ON TRACT MAP 24188-1 FILED I N 396, PAGES 25 THROUGH 32 INCLUSIVE, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID GROSS ACREAGE � 1 .24 r 40810COUNTY CENTER QRNE 17. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET BOOK 281 , PAGES 24 THROUGH 32 OF MAPS IN THE A DISTURBED ACREAGE - 1 .24 TEMECULA,CALIFORNIA 92591-4$79 APPROY�b BY; � SECTION INCLUDING, BUT NOT BE LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, AND OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, S AMENDED BY A CERT I F I CATS OF � LD1 i--,069GR C E]N S U LT 1 N C 951.870.8042 • FAX 951.678.7240 ■ mm.RBF.com DRAINAGE NAGE FACILITIES. COUNTY, CALIFORNIA, BEING N 04°25'05" W. CORRECTION RECORDED JULY 199 2007 AS INSTRUMENT WDID# 9 330357742 LD1 0GR N0. 2007-0470154 OF OFFICIAL RECORDS. x. CONSTRUCTION RECORD DATE BY REVISIONS NATE ACC'D COUNTY OF RIVERSIDE B.M. T-29--81 SCALE �pFESS jp DESIGNED BY DRAWN BY CHECKED BY ( SHEET N0. Q H RECOMMENDED BY: � DATE: I �3 �� ,.,� �� �! TCB TCB TCB CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 01161/ '/ 46/ ' S[,�7" PAIgZV Cp Nie 0 91z"�1.! 2-1/� BRASS DISK IN CONC. CYCLIDt R �p C.o s LOCATED FROM THE INTERSECTION OF FRONT ST. HORIZONTAL `� �' �P,L ��' CONTRACTOR gee NM r AND RANCHO CALIFORNIA RD. AND MARGARITA y PLANS PREPARED UNDER THE SUPERVISION OF G r RD, IN THE N.W. CORNER OF THE INTERSECTION �-. ACCEPTED BY: DATE: _ �� / .�° PRECISE GRADING PLAN L 0 A r G. �" 02T0 1' E. OF A 7' CHAIN LINK FENCE, 21'X18 AS NOTED No.89089 GREG BUTLER u � � DATE: l dDIRECTOR OF PUBLIC WORKS / CITY ENGINEER INSPECTOR � �1,� [�(,,, AROUND S0. CAL. GAS VALVES, 40' N. OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO d "T PA10-0104 _ RECREATION AREA L Tk CALIFORNIA RD. FIBERGLASS V4TNESS POST SET VERTICAL I CAL J,l �'j y 1�, ��� THOMAS C. BURNS I D R.C.E. NO. 47109 - • DATE COMPLETED 1 W. OF MONUMENT. �'t� 4q� R.C.E. NO. 69069 yaf; : g9::: PASEO- DEL SOL. TR 24188-2 : LOT 119 ADJ. DATE 09-13-82 ELEV. 1128.410 N/A of C A�-� °"� • g°4 OF 4 SHEETS S SEWER DATA TABLE CURB DATA TABLE CONT ' D . 1 6 1 '- 6" 4 I 1@ BEARING DELTA RADIUS LENGTH PIPE SLOPE BEARING/DELTA RADIUS LENGTH TANGENT / AC PAVEMENT AC PAVEMENT VARIES i 1 1 ' 2' ° !! __ ° ! ,! __ 18. 17' TYPE D CUR 1 ,� `• 3/8 3�8 1 N06 17 30 E 11 .71 S=0.2152 11 N45 44 22 E LEVEL LINE 4 °35' 14"E �-- 85.69' S=0.0100 12 N44° 15'38"W -- 13.99' TYPE D CUR ` 4 » 2 N 5 �y __ r ! R So. �,,� 0 1 1 r 0/S. n13 2.059 2.0y. SUNNY MEADOWS DRIVE 3 N49024'25"E 5.27 5=0.0100 13 90000,00's5. 00 7 85 TYPE D CU �,�5 to ry ` - 4 ° n° � MAX. "' __ 1 ' A-6 C&G �` s0 4 14 N45'044'22 E 12.3 OPEN SPACE LOT F •2� - N44° 15'38"W -- 29.99' TYPE D CUR 6" MIN .•°• 15 '�" °'*CA' '�' 8" THICK CONCRETE `GQ A.B. a •.o••..�.• .• -;°:•°. .� .,o�°a' °. °• •� PROPOSED S/W / VV 0 STEEL REIN. 16 97039'44" 5.00 8.52 TYPE D CUR I N •°•••°• PER LD00-053C0 I EXIST. C&G 17 N44 15 38 W 13.50 TYPE D CUR j ( ,; .� -� � ` ow WATER DATA TABLE " -- o �'°i ` ,�, / / 18 N45 44 22 E 17.90 TYPE D CUR G \\ q ` off., , , / RIBBON GUTTER DETAIL 19N32°08'08"E -- 32. 10' YPE D CUR \� S`�` `� , /Y , / s SECT I ON A-A LENGTH PIPE SLOPE4 o K� , NOT To SCALE ® BEAR iNG/DELTA RADIUS LEND 20 15022'57" 116.30' 31 .20' TYPE D CUR 7 0\ `82 •o`�• �a ' ' NTS 1 N06 25 00 E -- 11 .75' S=0.0204 21 N73° 15'02"W -- 17.50' TYPE D CUR �S c� �`--' 2 N83 35 00 W -- 38. 12 S=0.0100 22 81029'24" 5.00' 6.81 ' TYPE D CUR ,/ 4 r 4 ' l t,� '� � � �q �-' 3 N45 35 14 E -- 98.38 S=0.0100 23 12°00'51" 16.00' 3.41 ' RANS. CUR ,�'" '� // ,. -�' 24 14 35 30 16.00 4.07 0 CURB ; ,� �`� �� � ,l` q �j .�., �3 STORM DRAIN DATA TABLE ° ,! ! ! ,�,� ,� . , •s 25 71 04 42 16.00 19.85 TRANS. CUR / �./ ,y S � ? BEARING/DELTA RADIUS LENGTH PIPE SLOPE 26 169016'27" 1 .00' 2.95 TYPE D CUR �- 53. , . 47 i ,r .. ... ,� � J � / i 44. 1±' ° ! ,! 27 05'008' 16" 50.50' 4.53' TYPE D CU i �' _� -c, s.•�� �S Hp \ S3 rC i 1 N45 35 14 E -- 22.75 S=0.0050 „ --�� _W HOROSCOPE 4 ,!W __ 51 .01 ' S-0.0050 28 09051 '54 50.50 8.69 TYPE D CUR ,r" �* , -� 10, 2 N44 24 6 0 �C HARDSCAP 1 0� 1� � ° ! __ o 29 115009'49'92.00 4.02 TYPE D CUR % .,� \ I I PER SEPARATE PLANz 3 N45 3 5 14 E 89.00 S-0.0050 , -�. o r .. __ _ 30 00643'33" 597.00 7.56 TYPE D CUR �� ��� ; s?K66 ��.,�� \ 4 I l i �� 1 POOL 4 N44 24 44 W 52.00 S 0.0050 ° ' TYPE DCUR / o- �� '� 'w �--- POOL DECK ° __ 31 116 41 17 2.00 4.07 ss �' o FS i I 1 5 N45 35 14 E 22.97! S-0.0050 0 ,! 8.72' YPE D CU �? r c �° "�°��' 46.92 I �- ARTHEN SWALE SLOT DRAIN 6 N44°41 'O8"W _- 13.80 S=0.0050 32 10 24 19 48.00 gra , 'o �` ,,y�ow 4'3 1 FS I , r k 44. FL j I ` TO SEWER 7 N45°35' 14"E -- 30.65' S-0.0050 33 05"25' 18' 48.00 4.541TYPE D CUR �r� '�tiv FS a 8 N44°24,46,#W 5.03, S=0.0050 i '��' p• .1.5 6.2$ I l \ X T ST. SLOPE 6 4 9 N45 51 38 E -- 3.50 S-0.0050 , r ��` S S,� 4 V I 153.3 �-- ,! .�_ � ��- 4 � � �s�e -�� � , � �.� SECTION B-�B 10 N44 24 45 W � 6.92 � S-0.0050 � � � t `� `� � .� � `46.19 � � � I � � � � � NTS 11 131'042' 17" 11 .00' 25.29 S=0.0050 i ,�O � 'gyp O 19 4S.20 ` ` .�5 \ 1 . 12 N44°24'45"W _-- 6.92' S=0.0050 , ,' , 4,� �s - o �\ �° 19 t o �V \ 1 __ =o.0050 ,/ r-a r .,�/ ,� �,� s o .02 I ��. 13 N45 18 52 E 3.50 S ° r __ OPEN SPACE LOT,' ,�� �O G' , rF q 1 X04 4 14 N44 41 08 W 3.99 , S=0.0050 Q c 19 t �w . 15 N45 35 15 E 30.67 S=0.0050 , rZAs �q 4. ° !23,!W __ 12.66 S-0.0050 �o `� o ' • I o• ` - - - I ! 16 N44 08 � � �'S S j. ..� �` � ��o �" �, cp°\ � \ a� I 4 17 1126040351' 10.00' 19.56' S=0.0050 ,' ,' r \ \ 4.090 CURB DATA TABLE - 19 , o , h 4 \ o,� �' ,\ � CONCRETE � 43.2 � h' 19 � � �► A RADIUS LENGTH NOTE ' r � 4•�` •' � WALKWAY BEARING/DELT �, � . ° ,! ! ! 43.5/ 44,3 _� _ 4 �� �� FS--G 1 71 04'41 16.00 19.85 TRANS. CUR , t 9 �� ,6g .y ° r r !. X FL i F w.._ q S g ��� 4 -� .` ��G 2.0% 2 09 04'29's 16.00 2.53 0 CURB , _ S �s �o �C S ,� S 53• ,,� �Z G•� �- -� X I ST. SLOPE 00033'34'2 158.73' 2.56' 0" CURB ,' (43.2 TS r �. .� S S � _ _� �, �-- 4 02015922's158.73 6.00 TRANS. CURB r4l k3 5 22 53'0 1 158.73 62.63 A-6 C&G 'S, • /� •.0 tx O q N '\`° ��" 1� �c' 9-'(a4 _ - -� ION orr! ! ! �' �9 -� 9SECT CSC 6 90 36 05 5.00 7.91 TYPE D CURAlos s a "5 2p 1 f ° , r ' �v �, r 4 �, p�• ��` .9s _ _ NTS 7 N44° 15'38's W -- 14.00, TYPE D CUR $�,- 441.75 ;' �� �D � �, •p4 `� �D` _ 8 N45 44 22 E -- 9. 16TRANS. CUR r , O �'� FS y ?� �' 19 S 2 , 9 N45044'22"E 7.50 0 CURB 5.12 �C �s / VARIES fi VARIES 6 VAR I ES r 1 N45 44 22 E 8.98TRANS. CURB pK �j 44. 9 EP O`ti h 0 '0 l ` Q- 1 0V39 44.62 �� / r ' 4 -� �- 15 3 <rj' QCF g h i O �b` 44.42 ��, t; 4�' �,• �S 45.4 '- •a / ,� CONCRETE 42.8 44,6a �� �` � O •S j, �' 44'93 4 WALKWAY FL � � d ,� �w� . > �� 15-4.3 rC ��y , Z• XIST. GRADE r 44.48 4 '_ 1� So °6 Off° �sr 44'�� �P 7 45. 1 CONCRETE 1 .0% S O . '�'� ,� sr WALKWAY -- - r 44 SLOT DRA I N� � sp � � � � >�, �• PR Z .70 TG 19 44.70 TG 15 `� O �`�� co > >c '� C 14 / A Op.pRA FENCE CONCRETE 4 .46 IE 44.57 44. Q T E-HP , �+ 4 �o G'� �`'t-� o / �w �D rf jNAGE' D WALKWAY 1 ° � �'° / SSE' L D I T , ` FS s c 6 �. �4 ,h SHED RA IN CH x 4 •- ' lg Tc 4 S ? h ory 4 T _0 .�1 1 .0� 4 4� 16 iib •�? C 0� 0 9 s � � � ' t /8 �p �> � SECTION D-D 43. 44.3 S , `� 9 r 0-0 ' ' / / 3 ' t h 43 S 99 C p 9 4.� 9 NTS TS 44.70 TG Cl %K Cr '��4 �j °'D 'a`4 (PE=1254. 1 )PROP. SIDEWALK PER --� 4 4 D� �tV�- ,N, - l j 4 2.0 TS 4 .�7 I� ^� �i � .��. � 2 �� �r c� 5�- PASEO DEL SOL LINEAR PARK 5�- - IK 4 �' S 2 WTR. X-I NG 4 SWR � 15 �� � �� �. h 1 � 14 / LANDSCAPE PLANS AZO „ ;+�°� ,� � 47.86 N 35.25 TOP 4 WR. . s Sp .0 4� TW TORM DRAIN h -� 44 ? ¢ / .84 PROP• S 38.62 BOT. 2 WTR. 1 6;- • 1� •S Tc .S 49. Tp f SHEET 3 D � 20 , ! 1 .5 � - ESµ C� �� 4 � 6 T / r 9 SE 15 3 86 TC -�� 8 F w �,o � �•0 o _ 4 �`�•�4 r CONSTRUCTION NOTES � UANTITY ESTIMATE VARIES 1 4 6 CONNECT T0� 16 4 .36 FL ( �,��Q -� t 1��" 7.86 49 � --- . W 2 "EX 8" SEWERS +6 .92 -`V- 0 4'-� w J.8 4,3 " O T�V - - - - - . sa- r 34 r 07 I E 4 SEWER C.O. 3.3 TC v) a, ` 4 F' •84 Tp 1 CONSTRUCT 0.33' AC W/SEAL OVER 0.54 CLASS 11 A.B. OR REQUIRED BY 2.0� REAMER DRIVE W so a- -so-- , ,�. f CID 0 o ���-�s 38. 14 16 38.52 N 0 C ! v- to.•� 48.5,3 pROp P• S W 6. 9 I E In THE SOILS ENGINEER. I MIN. o JOIN PRO S I E 38.0 L 0 �- 3 / 4. TW AND 'DRA IN .. �~ 40.58 FS % �° I E � 4Q+6 4 �s 181 ��'` 44. , "� - 17 fp S WALL AGS DI �2 CONSTRUCT TYPE "A-6" CURB AND GUTTER (6" C.F. ) PER C.0.T. STD. NO. 200 In 04 41 . 15 13 1 16 2 � 43.2 .57 5 7 4 4s rC _ _ _ �t SNC DRA IN TCN FENCE CONCRETE . 1 0+ 13 . PROP. FIRE LINE TC-BCR .9x _ E'T !. „ ° FS � �p Plry /�js\ _ 3 3 CONSTRUCT TYPE D-�-6 CURB (6 C.F. PER C.O.T. STD. NO. 204A WALKWAY 2 EXIST. C&G %_d z- - ° ! !! ! N � PEF�SE�iRATE PLA � _ - - _'�� . - U78 35 0 W 188 32 I 35• L 5 `° ^� 4 CONCRETE WALK PAD PER LANDSCAPE ARCHITECTURAL PLANS X 4 EXIST. S/W • se 39+48.00 EXIST. 8 SWR. PER I R W �„ TC ° JOIN EXIST. S W ,! x 1 .0 � z �- �? 37.9 ±IE RCWD DWG. RC-690, I / 3 Ep 1 �� N 43.94 ES 5 CONSTRUCT CURB TRANSITION FROM 6 CF TO 0 CF x .. . 1 4 0E-E N 1 .25 L I SHEET 4 I EXIST. FH � � 44.94 � - SECTION �- - _ � - � - = � _ _ - -- - - - - - - - - - - - - - - - - - - - - - - -_ - _ - � � � � � _ � _ - _ - - - - - - - - )VW_ _ ExI ST. Q CONSTRUCT DRIVEWAY APPROACH PER C.O.T. STD. NO. 207A NTS 13/w 4 41 .71 TC I EXISTING C&G I •�" - - -- �=" -� - 33.QO, cn in _ - _ - - _ � ).26 TC "� (41 .21 FL 40+50.7 CR '��v �Qct� - L 13 r - �'J CONCRETE STEP OUT PER LANDSCAPE ARCHITECTURAL PLANS.76 FL » I I w cQ o cao - _ "� VARIES 40.83 TC N EXIST. 2 WTR. I 42.21 TC I 42.85 T o� �,�„� --~ ___ _ "` R , - J7 D6 - 8 CONSTRUCT 3' RIBBON GUTTER PER DETAIL ON THIS SHEET (40.33 FL SERVICES PER i 41 .71 FL - _ _ 42.35 FL d-�. o �V- o ao - _ _- _ . � �� _- • 9 RCWD DWG. RC--690, I ��' 40 ( 1 . 12�) ___-� -- �- _. ~ - - _ _ s' �3 _ " 10 REMOVE CURB AND GUTTER �8 3 .., v _ _ 0 - - -} -SHEET-3- I } - - - I � -- - - _ v -�, _ _ i �! _ _._. "`` . t ti.J n, AXI Sr~ _- 13 CONSTRUCT SIDEWALK PER C.O.T. STD. NO. 401; WIDTH AND LOCATION PER PLAN A - �� - p l� n - -` -- QPROP. DRAINAGE I PROP. 6 ETRE LINE & 4 DCD 10 ` (14 -��4 it " r. L]' - D I TCH. SEE SHEET 3 SUNNY MEADOWS DRIVE I PER RCWD DWG. RC-690 I REMpyE EXISTING - �,a ; � - - 14 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT SHEET 3 I I CUR$ AND ,± �,, �' �►- _ ILi - - _.._ - GUTTER AC � ,r UPC - - - - - - - - - - - - - L - - -- - -�--I-- - - - .- _... _ - _ _ -� BERM � �`'�" � � �0 ' -��,�� 15 INSTALL 4 PVC SEWER PER __]A - -� - - - -- -0- �-- - - J- -I--�- -^ -- - - - -� - - - - --- �- - --- - _ � ��"� - 16 INSTALL 2" "PEX" WATER SERVICE PER UPC PROP. RET. WALL L LJ _ _ _ _ _ - - --- �_ �-= �_�- _ - _ _ - - _ _ - _ _ _ _ _ _ _ _ - -- - � _ 0 - - I I - -- _ -- - � ARCH. PLAN; DRAIN T S TO OUTLET INTO THE SEWER 14 I NSTALL SLOT DRA I N PER L SCAPE - _ - -- SYSTEM PER PLAN - _ _ - 3 0. i I i I -�.. „ _ - -- __ 20 CONNECT SLOT DRAIN TO 4" PVC STORM DRAIN PARKING � SECTION F-F (L _ � � nl ` I I z 1 i rn ``` "-� __- _ �> > NTS LL. ,�; � Q II I II � � cvn low- ID I I I BUILDING AND SAFETY i I WED FOR COMPLIANCE WITH TITLE 24 PLANNING 0 DESIGN d CONSTRUCTION I ( 0 I I I I REVIEWED i t I I i t DISABLED ACCESS IREMENTS ONLY li 20 10 0 20 40 60 APPROVED BY: 40810 COUNTY CENTER DRIVE (�JA DA' E 1 LD1 1 TEMECULA,CALIFORNIA 92591-4679 C ❑N S U L T I N 13 951.676.8042 ■ FAX 951.676.7240 • wwwABF.com LD10-047GR SCALE: 1 "=20' ATE ACC'D COUNTY OF RIVERSIDE B.M. T-29-81 DESIGNED BY DRAWN BY CHECKED BY SHEET N0. CONSTRUCTION RECORD DATE BY REVISIONS D SCALE q\t4FESS10 RECOMMENDED BY. �� DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2--1 2" BRASS DISK IN CONC. CYCLIDER �e TCB TCB TCB 08. 11 RBF AlREMOVE SLOT DRAIN CONNECTION � LOCATED FROM THE INTERSECTION OF FRONT 5T. y � TO SEWER & CONNECT TO SD; AND RANCHO CALIFORNIA RD. AND MARGARITA HORIZONTAL ,`w �� PLANS PREPARED UNDER THE SUPERVISION OF (, �� o� © C. CONTRACTOR y r DATE. CO � ACCEPTED BY. � c RD, IN THE N.W. CORNER OF THE INTERSECTION •�• z ,.�, �� G� PRECISE GRADING & WET UTILITYPLAN ADJUST LOCATION OF TYPE D CURB 1' E. OF A 7' CHAIN LINK FENCE, 211'x16' AS NOTED w No-69069 m � GREG TLER INSPECTOR AROUND SO. CAL GAS VALVES, 40' N. OF P.P. � G,l/ DATE: � -�I �' / � 1.--� V 'Y ,� DIRECTOR OF PUBLIC WORKS / CITY ENGINEER N0. 94' N. OF THE CENTERLINE OF RANCHO Y PA10-0104 RECREATION AREA C #) ,f � R.C.E. N0. 47109 ���. :...,.. ... ��' CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL 1� c l y 1\. �� THOMAS BURNS I DE 4 PASEO DEL SOL TR 24188-2 . LOT 119 1 W. OF MONUMENT. - p R.C.E. NO. 69069 y� DATE COMPLETED f 1E f��. � p4� OF 4 SHEETS ADJ. DATE 09-13-82 ELEV. 1128.410 N/A 4F C A� PVC STORM DRAIN DATA TABLE P/L CONSTRUCTION NOTES �0 BEARING/DELTA RADIUS LENGTH NOTE 9 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 1 N06°25'00"E -- 5.00' 3" PVC; S=0.0050 104 ~` • 4, 11 INSTALL 4" P.V.C. STORM DRAIN (SCHEDULE 40) 2 N06025'00"E -- 12.50' 4" PVC; 5=0.0050 OPEN SPACE LOT p4,`'��' ,�r1. H 6" ROUND GREEN ° -- 5.44' 4" PVC• S=0.0080 �, �,`C� 12 INSTALL SPEE-D BASIN (NDS #101 , 201 , 250 OR #300) WIT 3 N45 35 14 E r -- 8.58' 4" PVC; S=0.0060 �°�• v) '�4' PLASTIC GRATE (NDS #40) 4 N44024'46 W f '--.� g ,� 4 5 N89°24'46"W 17.52' 4" PVC; S=0.0060 .�- 49.85 TG _ o `l• �� 17 INSTALL 3" P.V.C. STORM DRAIN (SCHEDULE 40) ° , __ f 80 TOP OF $ 12 6 ��� 12 49.42 I E ' � �°�• ti . o, 6 N45 35 14 E 6.39 4 PVC, S=O.OQ WALL TW �.�e� �ry o 18 INSTALL 3"X4" P.V.C. REDUCER SCHEDULE 40 7 N45 35 14 E -- 33.63 4 PVC, 5=0.0080 RIM �. � g -, r -_/ '���, �'`• �� �a '`� �! NG PER PLAN ° ' --- 13.36' 4" PVC; S=0.0080 EL. ° cy ho '� INSTALL 4 P.V.C.(SCHEDULE 40) STANDARD FITTI $ N89 28 13 W f 6" � � � 28 45 EL. � _ � N � � �o� �,, �� 9 N89°22' 11"W -- 17.94' 4" PVC; S-0.0100 : ':. 48,g7 E �, g• - ,�. � C� 29 INSTALL 3" BRASS ROUND GRATED INLET 14 N45°35' 14"E -- 27.07' 4" PVC; S=0.0080 2 MIN. 6 +, -70 � �,� „ �► '� '`� °� HEDULE 40 STANDARD FITTING PER PLAN ° __ f „ - . 3 THICK CONC. (470-C--2000) �w _ � � � � � INSTALL 3 P.v.c.(5C ) 11 N00 35 14 E 21 . 19 4 PVC, S-0.0080 RETAINING WALL OR 3" 2500 PSI , AIR PLACED <po 12 43.85 TG ,alb O ` ry h� `•Q CONSTRUCT DRAINAGE DITCH AND WALL DRAIN PER DETAIL HEREON ° -- 34.34' 4" PVC; S=0.0080 „ G 42.85 I E� � � � � � `- '� 31 12 N45 35 14 E PER SEPARATE PERMIT w� `� - •. ° " = CONC. WITH 1-1/2 x 1-1/2 2 �. �• �, �,• a� ?. • y� 13 N89 24 46 W 15. 14 4 PVC, S 0. 1060 "01 17 GAGE STUCCO NETTING V � � -_ • 14 N45°35' 143'E -- 26.43' 4" PVC; S-0.0080 4" PVC PIPE{SCH.40) °4' 4' 46 W -- 11 .43 4 Pvc; S=0. 1190 4 ROUND PLASTIC 15 N89 24 2� MIN a , ,! , ,! -- 4 PV s=o.0080 GRATE NDS 11 OR EQU I V. ? lb �• � �� 16 N45 35 14 E 20.48 C, ( ) 8 4 ° I 17 N45 35 14 E 4.02 4 PVC, S-0.0080 TOP OF GRATE (TG) PER PLAN 18 N$9 °2446,rW , __ 11 .43' 4" PVC• S=0. 1010 •, 2 11 ��`• �` / / S " 4" PVC PIPE & 90° EL. AT LOW POI NTS �� �S° t � v l , / �c •�� 19 N45°35' 14"E 37.81 ' 4" PVC; S=0.0080 2 MIN. 41 20 N45°35' 14"E 2.00' 4 PVC; S=0.0080 SEE SHT. 3 FOR DRAIN LOCATIONS <1(y 21 N89°24'46"W --~ 19.87' 4" PVC; 5=0.0100 6" MIN. ��S r I`J I� s�• �<• � 1 � �` , � // � / ° ! f �! _ WATERPROOF BARB I ER� ("THOROSEAL" 3 � D o 22 N44 24 46 W -- 5.00 4 PVC, S-0.0100 23 N 44°24 46 W -- 19.69 4 PVC; S=0.0100 OR OWNER APPROVED EQUIVALENT) �y ° �, 4, �s J ° , ,. _- , „ S=0.0100 J f% ��• � r� ``� � `.� O'`� '�' �g •SS 45.67 TG I 24 N44 24 46 W 10.37 4 PVC, V/ ,:� D I �, tx. ��° •�p TG _ 45.617 " --_ 18.93' 4" PVC; S=0.0100 SHALL NOT BLOCK Cv ? j i U) 25 N44 24 46 W , a , �! __ > >► S=0.0100 PROP. FINISHED THROUGH WALL DRAINAGE I NAGE �, �'N 1�3' I 3 26 N00 35 14 E 5.64 4 PVC, 27 N00035' 14"E -- 5.64' 4" PVC; S=0.0100 SURFACE / % a anti �� � a f .. __ 32.54' 4" PVC; S=0.0080 '?� �S� '�' � � � � 28 N45°35� 14�r E � �� - � � � � ? � 13.35 4 PVC S-0.0100 WALL DRAIN DETAIL. , . 29 N00 35 14 E , DRAINAGE DITCH 8c �� � � s 1 44.8 1z 30 N45 35 14 E 16.25 4 PVC; S=0.0080 NOT TO SCALEPACE LOT 3 6 1� ? TG' _ 31 N89°24'46"W 29.95' 4" PVC; S=4.0100 OPEN SCALES PACE -- 3.37 4 PVC; S=0.0100 2r °� c, 11 32 N44 24 46 W !,.� 33 N44 24 46 W 35.54 4 PVC, S-0.0100 ! ,r f ,. _ 11 C� 1.2 �y � 45 ° -- PVC; S-0.0080 f J 44.06 34 N45 35 14 E 11 .68 4 P , � 35 NO2 51 15 W 10.71 4 PVC; S-0.0080 6' `.ti ° �o • 4.44 4 PVC A g „! 36 N40 35 14 E ! S0.0080 � o f „ f ,! 11 .92 4 PVC S=0.0080 (43.2 TS ►� �` 4 37 N40 3514 E Y C� 11° fr __ ,r L.j r1 CURYE DATA ''ABLE CONT D � - 38 N52 23 50 W 12.56 4 PVC, S=0.0200 ? �,.� .�4� ? �� 11 43.6 1 ` ° fr _- r S-0.0200 �'� t� � �Pw� �1�`� 11 � • 17, � � 39 N52 23 50 W 20.00 4 PVC, N0. G5AAjNG/��.-rA AADIUS LENGTH NOTE / � r ° , ! �`' �° .sIgG cow __ 40 N52 23 50 W 20.00 4" PVC, S=0.0200 , , �� ...� � 4.' py =b.1'1 6 //,,/ � 1 11 � 18 � �� o � ocl. 4� mac' �� c 11 q� � �s �� � � ._ � �Z�.� � ° f ,!W __ 7.82' 4 PVC; 5=0.0200 99 N X45 35 14 E Q 49 �� � 5 43.2 T ? / ? r �� 4, ti`l• cy�41 N522350° , __ f „ goo N4 �A� �-�- '11- d8 �• y� ' S--o a3go ,�� c �. �h ,�A,� 42 N07 02 13 W 11 .83 4 PVC; S-0.0200 !yy � 43 N89 24 46 W -- 29.04 4 PVC, S-0.0100 �p?� Q �1, n pcy 11 • �s s, 44 N89 24 46 W -- 58.03 4 PVC, S-0.0100 F 1 jG C� 1 o .10 45 N89 24 46 W 4.88 4 PVC; S=0.0103 46 N 45 35 14 E 16.91 4 PVC, S=0.0670 ? •� 47 N45 35 14 E 10.579 4 PVC, S-0.0390 Gy ` tK48 N00035f14uE 7.44f 4 ! PVC; S-0.0390 v � -- 2.00 4 Pvc• S-0.0390 o � 49 N44 24 46 W r � 'c� . 50 N44'024'46 W 27.24 4 PVC, S=0.0100 51 N89'024 46 W -- 32.60 4 PVC; S-0.0100 j�` /� �S° 1 h ''� i�` O / 52 N45 35 14 E -- 1 .09 4 PVC, S=0.0100 53 N45 35 14 E -- 20.24 4PVC, S=0.0100 /� 11 �? y� • .SO °35 r 14 E _- 5.53 4'f PVC; S-0.0100 ?� �` `ti �`�' 54 N45 S �- �? �S° __ 0 sr 7 ` ,��,► �' oQL�D'`w'` �� �$�o isO°�, G, �j ?� St ���.(r55 NOO34E 15.46' �4" PVC; S=0.0210 16.97f 4n PVC, 5=0.01056 N45035' 14"E �S� s��• y��``<• �.?� ��!,Q��. �j�' S1 I,��!y �C•� K o ,��, , �� �,� > >�, �- �3� 9 �, y�) • S h'ro 57 NOO°35' 14"E �-- 3.46' 4" PVC; S=0.O 100 ��' �v ^� .� 'Apq ? �� • 1� �` 1 ?8 �� s RI ° r !! -_ f ,! (43.0 Ts �4. ��o� �. �58 10 Noo 35 14 E 12.00 4 PVC; s-0.0100 ? �. . �59 N44 24 46 W 4.50 4 PVC! S=0.0270 ° �- p N13°24'S4"E -- 17.00' 3" PVC; S=0.0050 �S° �� � � Dj 60 'J. -- , ,! �O ryy � ?� ,s'; ,� � `� � � fib' 1�V� � Q /Q,j 61 N10024'54"E 17.90 4 PVC, S-0.0080 43. 10 TG ? E 5 TGA. - �� 43 6 \0 a , „ _- , „ i ? 12 �' Std �� 44.3 � � TG C `, ,•�¢ � TG 62 N 10 24 54 E 2.00 4 PVC, S-0.0080 r fr � 1� 11 1 . 10 I E 5r '��p. 12 2.9 3 � bR � j 1 � �? T� � `y'Q/ 63 N43'057' 11"'E -- 17.57 4 PVC; S=0.0080 2.0 TS VK o < •r E ° fr -- f ,r 0.0100 � 8 9 ?8 � ° 9 64 N01°02�49��W 15.56 4�! PVC, S � � jF� ° 65 N43 57 11 E -- 8.43 4 PVC; S=0.0080 11 °WYE O ° Q �� 4S 1y I •g6 � Rj 0 o , " -- r „ 45 2$ St� � 5 4 }��.� �8 43� •t 66 Noo 44 22 E 1 .95 4 PVC, S=0.0080 40.81 IE 1 28 g IE 4 ° • 67 Noo 44 22 E 6.56 4 PVC; S-0.0080 -�� `ti 42.58 TG O 4 EL.�-.., C p / 3 68 N45°44122"E -- 17.40' 4" PVC; S=0.0070 �� ° 41 .58 TG 12 , 2.6 `- �� WYE 12 41 .41 IE I 28 �p 4 A� r N 69 N 44°24'46' W -- 15.03' 4" PVC; S=0.0100 45°EL. 0 45 28 40.83 I E �' � �6. S IiyT (PE 1254. 1 ) ° , 28 4,�v 40.54 IE 4•pG �`�• �S ,� N45 44 22 E -- 20.36 4 PVC, S=0.0070 40.54 I E '� 0 4� r 48.5�� T00 70 � PROP. WATER .59 G 3 Tyy � G 71 No0044'22"E -- 6.01 4 PVC; S=0.0070 41 .23 TG 12 5 4 FIRE LINE 11 61 j 12 �43• TF- `� w N45°44'22"E �-- 7.81 ' 4" PVC; S=0.0070 40.76 IE co 11 SEE SHEET 2 17 72 ° FDC & PIV PER -�� 11 45 EL. 42 4�,-�� 48. ° -- 4' 4" PVC; S=0.0070 3 11 28 SEPARATE PLAN .45 `~-�-__� Thy 4 RI 74 N45 44 22 E 11 .4 40.46 IE GB z IE GB 18 43' )7T r M 75 N450 44'22"E -- 10.33' 4" PVC; S=0.0100 --� env z 1 FSI- - _T _ N H �" �-rl � m 76 N00°57'29' E -- 14.52 4 PVC; 5=0.0070 � 1n 77 N44°24'46"W --- 14.73' 4" PVC; S=0.0070 2 11 40.40 I E EXIST. S" SWR. PER I - �4 -� R j • . - z 18 0 R/W RCWD DWG. RC-69n 17 a• ---�-_ NOTE, QUANTITIES CONTINUED FROM SHEET 1 78 N45 35 14 E -- 30.84 4 PVC, S-0.0070 cv V_ �W - TG -- 70 1:2 17 1 `y _ _._ _.._ - � - � - I � SHEET 4 � - � _.._ f _ _. ._ � � � ..�.- ____ � � � 79 N45°35' 14"E 22.90' 4" PVC; S=0.00 _ _ - _ - _ _ _ - - - „ _ - _ .� _ _ - __._. _ _ � - � _ _ ____ � _ _ � - CONSTRUCT ION NOTES & QUANTITY ESTIMATE So Noo°57 29 E 4.87 4 Pvc; s-0.0070 = = = = = _ - _ � _ � _ � � _ _ _ - _ _ _ ..�.,�, - 41 .71 TC - 1 CD __ r TY UNIT C _- �r� ( ) I EXISTING C&G + R � � �- - ! `� -- -- � _ UA T I 81 N49°05'38"E 18.30' 4" PVC; S=0 0070 (40.26 TC} 1"� (40 83 TC) I 40 50 70 EC ITEM Q „ _ 9 41 .21 FL - - NO. CD 82 N49°45'38"E -- 4. 16 4 PVC, S=0.0070 39.76 FL N 40.33 FL >. WTR. (42.21 TC} 4 42.85 TC - - - -� � � � � � „ C4 EA °- a __ � �r cy 0.37 IE EXIST. 2 I 41 .71 FL +1 .05 BCR `� � � � �- 2$ INSTALL 4 P.V.C. (SCHEDULE 40) STANDARD FITTING PER PLAN � '�, I 83 N04 05 38 E 12.00 4 PVC, S-0.0380 SERVICE PER0 - -- - . - (42 82 TC 9 41 5 ° -- .00' 4" PVC- S=0.0400 ( 4p '2-.32--�F �_-. 43.52 TC 43.67}TC� � RATED INLET 2 EA 0 84 N07 29 00 E 20 r 3g RCWD DWG. RC-690, --. _ 29 INSTALL 3 BRASS ROUND G N 85 N 13°32'24"E -- 20.00' 4" PVC; S=0.0400 __ - SHEEN- I -- l f 2.36 I E �- �-- 43. 17 FL -- 4 PVC S=0.0400 PROP. 8 FIRE LINE & �4 DCDA - 4 39 INSTALL 3" P.V.C. (SCHEDULE 40) STANDARD FITTING PER PLAN 3 EA Of 86 N13 32 24 E 12.00 ° �._ _ PER RCWD DWG. RC-590 I 40+41 .81� ��, -�- �_ __ � 87 N33 26 41 W 16. 18 4 PVC, S 4.0310 MY EADOW DRIVE � HYDRANT ASS Y. � 31 CONSTRUCT DRAINAGE DITCH AND WALL DRAIN PER DETAIL HEREON 92 LF z �N PROP. 6 ° „ SHEET 3 I Q 88 N45 58 53 W 19.02 4 PVC, S=0.0400 c� ° � !r �, o � I _...- y PER TR24187-2 SWR./WTR. IMP. PLAN 89 N45 21 34 W -- 20.00 4 PVC, S=0.0400 c _ -_ __ - - ..__ - - _ _ -- - --� - - -- - - - - -- - _ �- � � �► !r - - SHEET 3 OF 8 4 °21 '34"W -- 16. 19 4 PVC; S=0.0400 �r` - I - c� 90 N 5 a , ,! f -- � --- - (37.60)- RCWD JOB N0. E1453 • _ w 91 NO3 45 09 W -- 3.09 4 PVC, S-0.0490 w � _ _ __ _ - � _ � _ - IE _ - -- - -- - � - - - - - 92 N79 27 40 E -- 11 . 14 4 PVC, S=0.0210 - f - w 93 N58°55'54' W -- 2.00' 4" PVC; S-0.0210 `� -- - -- -- -- -IF - - _ - - --- 20.00 4 PVC S=0.0400 - _ w 94 N58 55 54 W -.-- ---�- --- --- b 95 N585554 ° "W --- 20.00' 4" PVC; S=0.0400 - 20.00 4 PVC; -� 9 6 N58 55 54 W ! S=0.0400 _- .00' 4" PVC- S-0.0070 I I I II 97 N45035' 14"E 2 a f ,! _- ' 4" PVC• S•=0.0070 ` I r.w,.. I I Ly- 98 Noo 35 14 E 15.32 , `,�.., J I II i I PLANNING ■ DES113N ■ CONSTRUCT113N 20 10 0 20 40 60I ( I 0 II I I z LD 11--069 09 44814 COUNTY CENTER DRIVEI AAk ® TEMECULA,CALIFORNIA 92591-4679 SCALE: 1 "=20' LD10--047GR 0 C D N S U LT 1 N G 951.676.8042 ■ FAX 951.676.7240 ■ www.RBF.com Q U SHEET DESIGNED BY DRAWN BY CHECKED BY T T NO. TION RECORD Tq DATE BY REVISIONS DATE ACC D COUNTY OF RIVERSIDE B.M. T-29-81 pl Is jp CONSTRUCTION SCALE RECOMMENDED BY: DATE: `� 1( C I T Y O E TE M E C U L A DEPARTMENT OF PUBLIC WORKS 0 „ � y�! TCB TCB TCB S1) CDw C�t4/� I� 2-1/2 BRASS DISK IN CONC. CYCLIDER ��O (�� e 0 LOCATED FROM THE INTERSECTION OF FRONT ST. HORIZONTAL ,�`� 'yJ, y PLANS PREPARED UNDER THE SUPERVISION OF � CONTRACTOR 0 Sur �N� A tI AND RANCHO CALIFORNIA RD. AND MARGARITA .V G� DATE. (11 aF 7 RD IN THE N.W. CORNER OF THE INTERSECTION 0 z v ACCEPTED BY: ��� r�� STORM DRAIN PLAN IrG_EL--t OF AZr C j� 1' E. OF A 7' CHAIN LINK FENCE, 21'X16' AS NOTEDw No•690696�EG BU4TLER /N(� (.(,, AROUND SO. CAL. GAS VALVES, 40 N. of P.P. ,� �x DIRECTOR RECTOR OF PUBLIC WORKS / CITY ENGINEER NEER ..v.s INSPECTOR ! •fix DATE: PA10-0104 RECREATION AREA (NO. ) 94 N. OF THE CENTERLINE OF RANCHO .� R.C.E. NO. 47109 :..... VERT I CAL J' �' �, T MAS C C. BURNS I DEQ WITNESS POST SET �` 1 dr 88--2 . LOT 1 1 9 C7 CALIFORNIA RD. FIBERGLASS � Y � � � �� �� � PASEO DEL SQL TR 241 ! �f. X1989• .�° DATE COMPLETED 1 W. OF MONUMENT. �� �4p� R.C.E. No. fi9069 a , N>�a� OF 4 SHEETS ADJ. DATE 09-13--82 ELEV. 1128.410 N/A �� C A� EXTRA STRENGTH FILTER FABRIC EROSION & SEDIMENT CONTROL NOTES NEEDED WITHOUT WIRE MESH 1 . THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO SITE-SPECIFIC CONDITIONS. 3' MAX. STEEL OR Q ' YEAR-ROUND POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP'S) , A �1 \ STEEL OR 2 MIN. WOOD POST ��j) FILTER dMUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. ADDITIONAL EROSION PREVENTION AND SEDIMENT WOOD POST FABRIC �� CONTROLS MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE � l �J� 31 1 DEVELOPER 32 CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS THROUGHOUT THE DURATION� / ATTACHED FILTER FABRIC OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND •• . . • • ' SECURELY TO UPSTREAM : � !!Q �-- 33 ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR 1� \ FLOW OF PAST ��11 IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. FILTER FABRIC SHALL — Q = 32 �, — �' '\ BE TUCKED AND BURIED ! 2. STORM WATER RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO PRIVATE OR PUBLIC _ �� 4" UNDER SOIL ' - \ STORM WATER, CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW-LINES, INLETS, OUTLETS, Q \ �`' -- )ETC. . ALL NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE . .• • . -III II � I ) ! 11 \ � --d-----FLOW \� \ SYSTEM YEAR-ROUND. r 31 \ �� .� � r SECT I ON A-A 33 3. IF THE PROJECT WILL DISTURB, EXPOSE OR STOCKPILE ONE ( 1 ) ACRE OR MORE OF SOIL , THE SITE MUST 10 (3m) MAXIMUM SPACING NOT TO SCALEBE COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT. A WASTE DISCHARGE IDENTIFICATION WITH WIRE SUPPORT FENCE � �\ \. � C '\ (WDID) NUMBER SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT, AND A STORM 6 ( 1 .8m) MAXIMUM SPACING 32 33 WITHOUT WIRE SUPPORT FENCE WATER POLLUTION PREVENTION PLAN (SWPPP)) SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT. THE SWPPP SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO ' IBER ROLL 32 \ \ I REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED 5 8 MIN � \ �' 32 SILT FENCE DETAIL LOPE AT WWW.WATERBOARDS.CA.GOV/WATER_ISSUES/PROGRAMS/STORMWATER. THE SWPPP TEMPLATE CAN BE 31 vq�, / � � NOT TO SCALE `�-- \ DOWNLOADED AT WWW.CABMPHANDBOOKS.COM/CONSTRUCTION. �44. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS 50 MIN. / aGq� THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION WITHIN SEVEN (7) DAYS PRIOR TO ANY FORECASTED , ,� RAIN. THE DEVELOPER/CONTRACTOR SHALL MAKE AVAILABLE EQUIPMENT AND WORKERS FOR EMERGENCY WORK EXIST. A.C. CORRUGATED STEEL PANELS w Z AJimCCESS DRIVEN z � µ " ,� \ TO PROTECT THE SITE. H � � ,u.:�.rw� m.. 34 X34 \ �6 / WOOD TAKES 5. PERIMETER PROTECTION MUST NTA MAX 4� � �`�� � BE INSTALLED LLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE =1 '/ r LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF EROSION AND SPACING =)I 1=1 I 1=)I 1 1 I 1 1 I 1=1 I I III=1 I I— —I 11= SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN INACTIVE SITE, AS DESCRIBED IN SUBART I CLE 6 .3(B) OF THE GRADING MANUAL, SHALL ALSO BE ► 1►11�1IIIIIi- FIBER ROLL DETAIL / -1 I I1 I II 1 l-1 I L--1 32 f PROTECTED. rKUPIL.E NOT TO SCALE � 33 06 6 . ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED 31 YEAR-ROUND ROUND THROUGHOUT THE SITE TO PROTECT Y 5O MIN. �� 0PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY EXISTING GROUNDOR FOUR TIMES THE CIRCUMFERENCE OF SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR �X SEDIMENT CONTROLS FAIL DURING ANY RA THE LARGEST CONSTRUCTION VEHICLE f RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED I N THEIR TIRE WHICHEVER IS GREATER PLACE. ,MATCH EXISTING GRADE R=15' I I -=1 I 1=1 I I\1 I I=1 I�_,. 7. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO, APPLYING AND ESTABLISHING VEGETATIVE 24 MIN. I I; I I I=1 I I=1 I I=1 I I=1 I I=1 �- 1=111=111=1 I I=111=111= G COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER) , PLASTIC SHEETING h- (MINIMUM 10-MIL) , POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL DISTURBED AREAS, OR OTHER --=III=1 I I�1111 I I- I I I=1 11=1 i 1=1 11=1 11=11 i-=l � MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE N z \� EROSION CONTROL. FOR SLOPES GREATER THAN 4: 1 , PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER MATRIX PRODUCT APPLIED =11IIII-i I I-i I i--.-.-III- I i I-III-.III.-.-..-i I I�I I l�--1 l I�l� _ ��• � �- ! 32 TO A RATE OF 10 GAL/ACRE . THE CITY MAY APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS ,► III-IIIIII=III-III1I1 �' o THAN 4: 1 . 3 MIN. TO 6 MAX. DIA. R--15 / Q` o PLOW IF -Ill—1 11=111=111=���I 11=7' _ Q y o 0 COARSE AGGREGATE OVER I I-111;I I 1=111 �` \ FILTER FABRIC � ° 8. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO, DESILTING BASINS, GRADED BERMS, FIBER CORRUGATED STEEL PANELS ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM �4GRAVEL) , CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15 FOOT ( 15' ) INCREMENTS MEASURED NOTE. ALONG ON THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND STABILIZED ENTRANCE TO COMPLY WITH "STABILIZED CONSTRUCTION ENTRANCE/EXIT / COMBINED WITH GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY OR BACK OF TC-1 " IN THE CALIFORNIA STORMWATER BMP HANDBOOK LATEST EDITION. CURBS. • � aV '�► p pp NZ% / DETAIL — / 9. ALL ONSITE AND OFFSITE FLOW LINES (V-DITCHES, BROW--DITCHES, TERRACE DRAINS, RIBBON GUTTERS, STABILIZED CONSTRUCTION ENTRANCE �� CURB GUTTERS, ETC. ) STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND 34 NOT To SCALE DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS � � Q ® 2 DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS YEAR--ROUND. 3 10. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH O/ RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, 31 STUCCO, AND OTHER LIQUID WASTE SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, / SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES, ETC. PRIOR TO ANY FORECASTED RAIN, BINS AND WASH-OUTS SHALL BE COVERED WITH A LID OR PLASTIC TARP. 31 © 11 . CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES 33 YEAR-ROUND TO PREVENT TRACK-OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL Q STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC. ) SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT _ TRACK--OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED ¢ STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF Q 5 ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. N STOCKPILE BMP'S 32 m AND IMPLEMENT A EDED 12. DESILTING BASINS SHALL BE SIZED ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (3600 CUBIC co FEET OF STORAGE PER ACRE OF DISTURBED SITE) , EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER w 31El I I ��� THIS PERMIT. WATER SHALL BE FILTERED AND DRAINED FROM BASINS WITHIN 72 HOURS. o �-�- �- z STOCKPILE BMP'S HERE 13. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS � AND IMPLEMENT AS NEEDED INSTALLED. EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT m PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100% SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. CD I L-i _j ...............F� LEGEND--- 14. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, SILT FENCE LIQUIDS, GELS AND POWDERS SHALL BE STORED AWAY FROM ALL PRIVATE / PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES AND SHALL HAVE SECONDARY a 34 FIBER ROLL CONTAINMENT. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE STOCKPILES CD - SHALL BE COVERED PRIOR TO A FORECASTED RAIN. °- 38 39 40 I - -- -� -- - - - ---�- �- � -~- 15. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL--BAGS PLACED ON THE SUN NY OWS DRIVE 41 -- DOWN HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES.M ` -- 16. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING `IDONDED WATER--DO NOT z ---- --- ENTER" SHALL BE POSTED. w u --- --- -- -� �_ 17. NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE SYSTEM, w UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY ENGINEER. v - ) CONSTRUCTION NOTES AND QUANTITY ESTIMATE w LL. NO. ITEM QUANTITY UNIT _ ca -� 31 INSTALL SILT FENCE PER DETAIL HEREON 1 , 143 SF z o �' 32 INSTALL FIBER ROLLS PER DETAIL HEREON 720 LF Of 0 CD 33 INSTALL HYDROSEEDING 8, 121 PLANNING DESIGN r CONSTRUCTION 0 SF _j 34 CLINSTALL STABILIZED CONSTRUCTION ENTRANCE PER DETAIL HEREON 1 EA 00 20 10 0 20 40 60 0 40810 COUNTY CENTER DRIVE Z ■ TEMECULA,CALIFORNIA 92591-4679 Q G E3 N S U LT I N E3 951.676.8042 ■ FAX 951.676.7240 • wwwRBF.com SCALE: 1 "=20 LD10-047GR p Q u CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T-29-81 SCALE �QIESS jp DESIGNED BY DRAWN BY CHECKED BY j SHEET NO. � Q H' RECOMMENDED BY. DATE. ?1 ! T 0 TEMECULA DEPARTMENT OF PUBLIC WORKS a ! TCB TCB TCB 2-1/2 BRASS DISK IN CONC. CYCLIDER LOCATED FROM THE INTERSECTION OF FRONT ST. CONTRACTOR AND RANCHO CALIFORNIA RD. AND MARGARITA HORIZONTAL "� Q' � � PLANS PREPARED UNDER THE SUPERVISION OF 0 '� `� J� �' RDo IN THE N.W. CORNER OF THE INTERSECTION ACCEPTED BY: G DATE: 6Ln 1' E. OF A 7' CHAIN LINK FENCE 21'X16' d r� P.P. AS NOTED � No.890fi9 r*� � /GREG6UTLER INSPECTOR AROUND 50. CAL. GAS VALVES, 40 N. OF � :y���-� • ..,.:Y: Q (NO.#) 94 N. OF THE CENTERLINE OF RANCHO DATE: DIRECTOR OF PUBLIC WORKS / CITY ENGINEER ,;ra;::x EROSION CONTROL PLAN CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL sr �'1 Y 1�- �� THOMAS BURNS I DE R.C.E. NO. 47109 PA10-0104 _ RECREATION AREA 0 DATE COMPLETED V W. OF MONUMENT. Zr o� R.C.E. NO. 69069 �l�f:. : se ::: 0- ADJ. DATE 09-13-82 N/A 4F CA`�4 ° • ���� PASEO DEL SOL TR 24188-2 LOT 119 of 4 SHEETS ELEV. 1128.410