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HomeMy WebLinkAboutLot 80 Precise Grading PRF CISF G R A D I N G P1 AN PROJECT SITE FOR PA 00 0332 THE C1 IURCI I I IF JESUS C1 IRIST[IF LATTER DAY SAINTSa GRADING , NOTES PAVING bQES IN CITY OF TEMECULA ) ..STATE [IF CALIFORNIA 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, 1 . MINIMUM PARKING LOT GRADE SHALL BE ONE (1 .0) PERCENT. APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL EE 0.50 PERCENT. 2. MINIMUM DRAINAGE SWALE SLOPE SHALL BE = 1%. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES - 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . PRIOR TO PLACEMENT OF PAVING. - __ 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN FILL SLOPES OVER 5' HIGH. (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE - # APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION - 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD -- SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SPECIFICATIONS. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA WITHIN CITY RIGHT-OF-WAY. ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 6. THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC >EN WORKS, ONE INSPECTION AT SUBGRADE, THE SECOND AT THE TIME THE BASE " ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, ;# GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. IS PLACED AND THE THIRD IS WHEN THE A.C. HAS BEEN PLACED. VICINITY MAP 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED Q • TOP OF CUT SLOPES. WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION N❑T T❑ SCALE AT (909) 694-6411 . � ; ONE FOOT. fAL MTES 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT �. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A 1 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED THE PRELIMINARY SOILS INVESTIGATION BY: JOHN R. BYERLY DATED: 6/06/01 PLACEMENT OF ASPHALT PAVING. ! WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 9COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR . ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- TO BEGINNING OF CONSTRUCTION. MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION • PHONE: (909) 694-6411 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WITH OR PRECEDED BY COMPACTION TESTING. 1 DEPARTMENT, i � TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 10, TWO SPECIAL INSPECTIONS OF HANDICAP ACCESS AREAS BY THE BUILDING 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA -- PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- AND SAFETY DEPARTMENT ARE REQUIRED. � - TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR - _... FINAL EACH LOT. PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DATED OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. dft DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL TO PLACEMENT OF BASE MATERIALS. THE DESIGN SHALL ADHERE TO THE TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE _..-- -- PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS -- 17.08 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. PUBLIC WORKS. PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SEWER, WATER, ELECTRIC, GAS, DRAINAGE. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 5. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CON- 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING STRUCTED ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- KEY M THE FIELD. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- SCALE: 1 "=100' TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL fi. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE CONSTRUCTION NOTES & QUANTITY ESTIMATE USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER LEGEND NO. ITEM QUANTITY UNIT 7. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN 15' IN VERTICAL WEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS F.L. = FLOW LINE O1 CONSTRUCT TYPE "D" CURB (6" C.F. ) 2,477 L.F. ( 14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE PER CITY OF TEMECULA STD204A APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALT-IC EMULSION . SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- F.G. = FINISHED GRADE SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICA- TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE TIONS. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER G.B. = GRADE BREAK CONSTRUCT 3" A.C. PAVEMENT OVER 9" CLASS II AGGREGATE BASE 68,096 S.F. U.P.C. CHAPTER 10.R. F.F. = FINISHED FLOOR 8. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR F.S. = FINISHED SURFACE Q3 CONSTRUCT CURB AND GUTTER TYPE A-6 PER C.O.T. STD. 200 724 L.F. 9. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. T.C. = TOP OF CURB WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE T.B. = TOP OF BERM Q CONST. SIDEWALK (BROOM FINISH) PER C.O.T. STD. 401(WIDTH PER PLAN) 5,990 S.F. PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LAND- THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- T.R. = TOP OF RAMP QS CONSTRUCT HANDICAP ACCESS RAMP 5 EA. SCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED L.P. = LOW POINT Q SAWCUT, REMOVE AND DISPOSE OFF-SITE EXIST. CURB AND GUTTER 70 L.F. "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" TO THE CITY NEER FOR REVIEW AND APPROVAL. H.P. = HIGH POINT DATED JANUARY 1989. 18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS � CONSTRUCT 4 RIBBON GUTTER 1 ,722 S.F. TYP. = TYPICAL 10. PURSUANT TO THE CITY OF TEMECULA ORDINANCE N0. 90-12, THE DEVELOPER SHALL BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS A.C. = ASPHALTIC CONCRETE PROTECT IN PLACE N/A EA. INSTALL ALL REQUIRED CABLE TV FACILITIES. MATERIAL AND PROOF ROLLED. 81.95 = PROPOSED SPOT ELEVATION 0kRD2M QUANT I T 19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF (81 .ga) = EXISTING SPOT ELEVATION Q CONSTRUCT PARKING LOT PLANTERS 25 L.F. 11 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL RAW CUT= 5 , 119 CY APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO [75.70] = PROPOSED ELEVATION (BY OTHERS) 10 CONSTRUCT 4 THICK CONCRETE WALKING AREA 5,320 S.F. RAWFI OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, ADJACENT PROPERTIES. LL= 2 ,9 59 CY= CONSTRUCTION NOTE IJl1M13ER 11 CONSTRUCT CONCRETE PAD 1 ,662 S.F. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY _ 20. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE = PROPERTY LINE TOTAL EXPORT= * 2 , 160 CY ENGINEER FOR REVIEW AND APPROVAL. TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 12 CONSTRUCT TRASH ENCLOSURE 230 S.F. MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 1230 = FINISHED CONTOUR 13 PAINT 4" SOLID WHITE PARKING STRIPE 3,290 L.F. . PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. �--1230-- -- = EX I ST I NG CONTOUR *WITH A SHRINKAGE FACTOR OF 10% PRIVATE ENG I IER I NG NOTE. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL 14 PAINT 4" SOLID BLUE CROSS HATCH MARK I NGS FOR HANDICAP ACCESS (2' 0.C.) 3 EA. AND THE LANDSCAPE MOUNDS , THE TOTAL BE PERMITTED. = DAYLIGHT LINE EXPORT WILL BE ZERO CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY = PROPOSED STORM DRAIN 15 PAINT HANDICAP PARKING SYMBOL PER CALTRANS STD. DWG. A-24B 6 L.F. ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE SOURCE OF TOPQGRAPHY: REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE RBF CONING = CATCH BAS IN 16 CONSTRUCT COMMERCIAL I AL DRIVEWAY APPROACH PER C.O.T. STD. 207A 1 EA. COND I T I ONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, DATED: JULY 26, 2000 17 REMOVE EXISTING 6" CURB k GUTTERINCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIRE- E LEGAL DESCRIPTION: = RETAINING WALL 302 L.F. MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT TO BE LIMITED A CERTAIN PARCEL OF LAND SITUATED IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, = PROPOSED CURB k GUTTER 18 SAWCUT EXISTING PAVEMENT 2' k FEATHER TO SMOOTH TRANSITION 136 S.F. TO NORMAL WORK I NG HOURS, AND CONSTRUCT I ON CONTRACTOR FURTHER AGREES p LOT 80 AS SHOWN ON A MAP OF TRACT NO. 28510-1 ON FILE IN BOOK 283, PAGE 82 OF MAP, = EXISTING CURB k GUTTER SHEET__ LIST TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM Q; RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 19 REMOVE EXISTING SIDEWALK 1 ,576 S.F. SHT ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE = 2: 1 SLOPE 1 TITLE SHEET PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING LIABILITY ARISING N BASIS OF BEAR INGS: = TERRACE DRA IN 20 - N/A EA. SHT . 2 PRECISE GRADING PLAN THE BEARING SHOWN HEREON ARE BASED ON A PORTION OF THE CENTERLINE OF MARGARITA " " FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ROAD AS SHOWN ON LOT LINE ADJUSTMENT NO. 95-0111 RECORDED AS INSTRUMENT NO. = 3 AC/ 11 AB CL II (TRUCK) 21 INSTALL 10'x9' GROUTED R I PRAP PER GREEN BOOK 360 S.F. SHT . 3 PRECISE GRADING PLA N 416771 OF OFFICIAL RECORDS IN THE OFFICE" WEST.OF THE COUNTY RECORDER OF R I VERS I DE ' ' .i= - . ... = 3" CONCRETE PAVING / 9" AB CL I I o COUNTY, CALIFORNIA, BEING NORTH 015841 22 CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD. CB 100 4 EA. SHT . 4 HORIZONTAL CONTROL PLAN NOT ICE- TO CONTRACTORS SHT . 5 EROSION CONTROL PLAN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 0 23 CONSTRUCT LOCAL DEPRESSION NO. 2 CASE C PER RCFCD STD LD 201 4 EA. STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 3: 24 AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA,INSTALL 18" PVC, ASTM F679 121 L.F. EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER 0 25 CONSTRUCT HEADWALL PER CALTRANS STD. D90 55 L.F. DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR C7 o UNDERGROUND SERVICE COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND PO ALERT rL�►NN�Na ■ o�■i4N ■ CONSTRUCTION 26 INSTALL SANDBAG 01� ROW HIGH PER DETAIL ON SHEET 5 2360 EA. UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE N BENCHMARK r-30-81 EL= 1083.725 CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO CALL TOLL FREE ria Y1tEI AOAo,surf�0o 2-1/2 BRASS DISK IN CONC. FLAGPOLE BASE. FROM THE 27 INSTALL SANDBAG TWO ROWS HIGH PER DETAIL ON SHEET 5 640 EA. PROTECT THE UTILITY L I NES NOT OF RECORD OR SHOWN ON THIS PLAN. ■ ■ ■ INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA ROAD z 1-800-422-4133 TEMECULA CAIFa - 1.0 MILES NORTHEAST ON RANCHO CALIFORNIA ROAD TO THE Q CONSULT 1 N D �.eMeo� • FAx 9 .676.7240 • www.rBF.can INTERSECTION OF RANCHO CALIFORNIA AND MORAGA ROAD; 0.2 NOTE: QUANTITIES SHOWN ARE ESTIMATES ONLY, CONTRACTOR SHALL VERIFY ALL QUANTITIES TO HISX MJLES NORTH ON MORAGA ROAD TO THE TEMECULA UNION SCHOOL; OWN SATISFACTION L D OZ- 1loot N 0 TWO WORKING DAYS BEFORE YOU DIG1-11 1 FOOT EAST OF THE FLAGPOLE. LD01-123GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE ��p�ESSJp�, DESIGNED BY DRAWN BY CHECKED BY DRAWING NO / RECOMMENDED BY: DATE: C ITY OF T DEPARTMENT OF PUBLIC WORKSst ti'L w41L WE�I\y►o�n� d 'S aFs ��® r p �F JWM JWM W D K N HORIZONTAL �► ! f o CONTRACTOR h ��, !� Plans Prepared Under The Supervision Of O N/A W Me. 44341 ACCEPTED BY: DATE:s �� O PRECISE GRA DING PL44N FOR L, INSPECTOR as Ems. 0-30-M �4 �„ Date: t>Z1 kZtoz RONALD J. PARKS FOR PA 00-033 '� WILLIAM D. KELLER DEPUTY DIRECTOR OF PUBLIC WORKS PORT/ON OF LOT 80 OF TRACT 28510-1 VERTICAL sr �j V 1� �ti� THE CHURCH OF JESUS CHRIST o DATE COMPLETER ,.., � R.C.E. No. 44341 Expires 6-30-OS R.C.E. No. 19744 f�, --1�---� � N/A 4F C 1►t. Expires 9-30-05 �;;;, OF LA T TER-DA Y SAINTS' L NEW "I4ERI TA GE" WARD MEETINGHOUSE SHEET � OF S _ low _. __..Al. slow — mono mom mmumon r �i »- µ ' ---r � smmp qwmw- � . -- M Y ----- - 1 - I I ..... O . T, SI IiOR ... ... GENERA I I OF 3$3 ,> DR r vErrAYKEARNY 0 1 ROAD ..... r* 1 A . . STA 19+68.07 6 �3 : Boa L _:� _.. . }` II20 "ft �.� �� � LIMITS OF 13.5' DIM. GRADING VARIES / /. I I EXIST. ST. " •< • .- 19 � 'S '<<' FROM 8 LN LIGHT T I EXIST. C.B. w GRATE —~1 �. REMAIN I N 1 r '1 a EXIST. AC/AB 3 10.5 TO 29 . , PLACECb082. AS - ` , 141 90 TGG - SOILS DRENG I NEER ��. A 1 t '-% � ` I M n 7 n �x 6 �, 1� X0$1 9 2 I Z-OPE ® - + w < k99 '� � ARI ES 17 16G aftmeft /Z .: `� rn N970 f Y — -� ` 6"E 211 .51 / -- r� • s n1 1 y 1 / Q .�. TC �, �„ EXIST. 6" » TC �()0 00 52 CURB is GUTTER 3 AC 9 AB OR ^ ~ ~, _� ~~ ~ _` `w 0" Gtr 0 R=W*00*0' AS D I CTED BY _ ~~ SOILS ENGINEER 108,3 _ �_ ~�1att �._ - L=1 .26' • ^~ .w / / ~ ` � 70" err ` • •-J + •. - •• ••_ . � . 1082 � � ►''� F j..? 1• EXIST �,. A ANS, / OX (PROTECT I �' 1TYP I CAL} 2 3 "�) 12 Inn 12. ,z SECTION "A-Al's _ 1 NOT TO SCALE • SEE NOT ZED LETTER OF ./3� - � • HIGH �� IST. T .. ISSION TO GRADE - �� 2 y� - I 8 `E3Y: TIS LYON _ / • 84, WALL �PLTNS, FOX AIN IN A 4 0' AIS TC HP PLACE ! J- 22, 2002 TYPICAL TYPICAL) Tc 3 / _ / / TC 1 4 / be 4 / •26 3 HIGH 5 / 15 / / C A kpvNS, Tc 29 83.55 TYPICAL) �o T 14 1 .� 1 VARIES FROM 83.78FS 5 18.34 TO 15 � 23T 4 26.47 / .� .71 15 IL TC 4 / 1 1.0% 1 2.0z 3" AC/9"AB OR � / �� ❑ 1 •9$ TC TC T AS D I RECTED BY ` / / MIN' ❑ r"� FL SOILS ENGINEER 1s w H I ' • �� ARCH A B B ❑ ❑ C TYPICAL) 2� TYP. 2.50% TC 1 1 1 C G 22 F T 1 �� 13 �� 85. 1 ❑ 7 TC TYP. .F- PARK FL 10 0 S D 83.71 .1 �.� c / X c rc• ❑ ILDI 2.50X - • � � '� / 4 ❑ NG 1 TC 83.4 � 1 / 2 TC• 10 C LO 7 a FF— 1085 - 25 ❑ rc /11--,v I . 2 PAD�148 ' 9 1 SECTION "B—B" / 4 . 75 0 2 r $*/ / az.sz r [] NOT TO SCALE '� TC C 4 .1 � / - 2 TC / 2.86X TC 2X 0 1 — TC � � z TC TCP• 13 MIN. : .31 C I 13 TYP. °' ' / � c� 4 FL C 13 nP• ~ ° Tc —@• = TC ` TC 2 7 , Tc FL 4 QMTRUCT I ON NOIES -.W ..._. ... ,_ . _ _ .� �.. _ ...... _ _ �.. _ _ �,... �. ....r _ _ �. .. O1 CONST. TYPE "D" aM (6" C.F.) PER C.O.T. STD. 204A 0 CONST. 3" A.C. PAVEMEM OVER 9" CLASS II AG19M E BASE MATCH L I NE SEE SHEET NO 3Q CONST. C1�8 AND a1TTER TYPE A-6 PER C.0.T. STD. 200 40 MET. SIDEWALK (�ROd�I FINISH) PER C.O.T. STD. 401(WIDTH PER PLAN) >~ Q CDrST. HANDICAP ACCESS RAMP ° �ry Q SA=ff, FUME AND DISPOSE OFF-SITE EXIST. CM IMO QMER (Z) CONST. 4' RINad ATTER Q8 PROTECT IN PLACE Q9 CONSTRIDT PARKIN LOT PLANTERSol 10 CONSTRR= 4" THICK Od�RETE WALKING AREA 13 PAINT 4" SAID MITE PARKIN STRIPE 14 PAINT 4" SAID BLUE CROSS HATCH MARKINS FOR HANDICAP AOCE55 (2" O.C. 15 PAINT HANDICAP PARKIN SYM� PER CALTRAN5 STD. M. A-248 0 UNDERGROUND SERVICE 20 0 2 4o so 16 coNSTI COMIU CIAL DRIVEWAY APPROACH PER C.O.T. STD. 207A ALERT rLAMNINO ■ bClION ■ CONlTIlUCTION ....... 17 REMIOVE EXISTING 6" QM t ATTER N- N GRAPHIC SCALE 18 SAMCUT EXISTING PAVEMEM 2' t FEATHER TO SMDOTH TRANSITION N CALL TOLL FREE � � � z���,eurF Sao Z 1-800-422-4133 CONSULTING 91MAN-IMM ■ FAX A�.RBF-can 19 RW4E EXISTING SIDEWALK o TWO WORKING DAYS BEFORE YOU DIG LD01-123GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE ��pHESSjp4, DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. p ,� JWM JWM WDK RECOMMENDED BY: DATE: Jr CITY O F T E M E C U L A DEPARTMENT of PUBLIC WORK= HORIZONTAL '� �� D' � �f o CONTRACTOR !�„ Plans Prepared Under The Supervision Of p ft" �, ACCEPTED BY: DATE:S��of PRECISE GRAD/NG PLAN FOR2 INSPECTOR N/A M. "3� � r� 1 RONALD J. PARKS FOR PA 00-0.332 Ery. 6-30-06 — -• l�.a 0 .��Pk� Date:�10.��q`O- WILLIAM D. KELLER DEPUTY DIRECTOR OF PUBLIC WORKS PORT/ON OF LOT 80 OF TRACT 28510-1 VERTICAL sr CI �` �� _- THE CHURCH OF JESUS CHRIST a DATE COMPLETED 'lF Eos R.C.E. No. 44341 6-30-05 f�f --1�-=-- � N/A 4F C M�� Expires R.C.E. No. 19744 Expires 9-30-05 OF LA T TER-DA Y SAINTS SHEET 2 OF 5 AEW "HERITAGE" WARD (MEETINGHOUSE Z X MATCH L I NE SEE SHEET NO 2 • TYP. 13 TYP. 1 1 f. C) d C 1 0 •7 T til 7 13 - MIN 82.14FL •� EXIST. 0 1 < <� 0 - 2 1 3 REMAI N I PLA �. PROPO 1� 3LD LG MIN . ED �-.- rc82 2 -�-• 4 P 1085 . 25 TC 1 oPE 4 - 2% M / 0 4 PAD 1 ARIES � 8 .� 4 �' : 2 C` e r" ��a��rP�r 9¢vvu1r - �� • J i p p'NY9�"fGp'p'w, .40 i G�aVj� av p�4"dv�b • • 83-70 � _80* '� rC ❑ 1 TYP. 13 8510 , N ' - • / 1 F ❑ TC �� 3 FARKSITE 82.2 q4 / U r Tc 81.7sFL 1 1 1. rC 1. • 83. .r 84. TC 1 rc c SEE r r TTE OF �'` 8. c 1 83.67 Tc 2.43% rc .05 PERMISSION T GRADS '1°� TC-FP 1 3 Q BY: H. CURT LYON 2� c� 1!5 15 182-02TC � •1 TC 1 TIC DATE: JAN. 2, 2002`" 2 TC TC 15 1 /'I C TC. 41' T . 14 C 6 3 13 TYP. �?• 19 TYP 13 1. 13 B O 13 TYP 2 c TYP. � TC .2 1 13 TYP. co • �� . 1 81.85 .15 k. X8.4 I.E. 3 TC TC 165 14 `~ � TC�-P 2.2 CB .4 3 1 C TC C TC 3 CB NO.3 80. 1 56 T 78• I E. 1.54 " c N .s8 • T i� �v �� C 10Bz g 1. 4T 74FL a 18" V SDNrl '............ - 4 Ore __ .W._._.. PER ARCH - a8 ---� -�.-� w OP OF.-.N NS _._... _._.� ..m.__m.._ OPE __.m... • • Olm Q100=4.8 Q1 1.3 1 21 10100=0.9 10100=5.4 R* V O LONC] CANYON CREEK w o � w � oa 8 (TO BE MAINTAINED PER ENVIRONMENTAL o 8 AGENCIES MANDATED CONDITIONS r R wM •-J r I • 1 I /0/, /0� /off ' <1 A- 6 4:1 � • � r w , N65 46 24 • _ _ E 558.57 4. 1 A A_ Ino 1 CONST. TYPE "D" " a 0 CURB (s C.F. ) PER C.O.T. STD. 204A CONST. 3" A.C. PAVEMENT OVER 9" CLASS II AGGREGATE BASE P/L VARIES FROM 3O CONST. CURB AND GUTTER TYPE A-6 PER C•0•T. STD. 200 LIMITS OF 13.5' DIM. 18.34' TO FENCE LINE AT Q CONST. SIDEWALK (BROOM FINISH) PER C.O.T. STD. 401(WIDTH PER PLAN) GRADING VARIES 2fi.47 PROPERTY LINE Q CONST. HANDICAP ACCESS RAMP FROM 8 FENCE LINE AT , EXIST. AC/AB 3 10.5 TO 29 " " 7 CONST. 4 RIBBON GUTTER E AS DIRECTED BY 3 AC/9 AB OR .V PROPERTY LINE " " O v SOILS ENGINEER I AS DIRECTED BY �� 100 R. 3 AC/9 AB OR PROTECT IN PLACE SOILS ENG I NEER �. WIDE CHANNEL 2.0% 2•VAR I 100 '0�,Q c�� AS DIRECTED BY " N SLOPE �� ,o L SOILS ENGINEER 10 CONSTRUCT 4 THICK WALKING AREA 20 0 20 40 60 2 � VARIES '�� w I DE CHANNEL �q r- S �.o� 2.0% 11 CONSTRUCT PAD ,o ���% /�• // _ 12 CONSTRUCT TRASH ENCLOSURE \ GRAPHIC SCALE PARK _ �i' �'� \ �9 �'Q,o c�` '` �� \ / ,.� 13 PAINT 4" SOLID D wH I Q TE PARKING STRIPE PAINT 4" SOLID ELLE CROb`S HATCH MARKINGS FOR HANDICAP A� (2' 0.C.) o EXIST. 6" 3" AC 9" AB OR CURB h GUTTER L- P� 15 PAINT HAND I CAP PARKING SYWX L PER CALTRANS STD. DWG. A-248 AS DIRECTED BY Q�' � SOILS ENGINEER �� 21 INSTALL 10'x9' 6ROlM RIPRAP PER GREEN BOOK UNDERGROUND Q RG ROUND SERVICE @ CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD. C8 100 0 ALERT runNNING ■ DESIGN ■ CONSTRUCTION SECT I ON A-A SECTION "B-B " c.c " @ COHSMV LOCAL DEPRESSION N O. 2 CASE C PER RCFCD Sm LD 201ECTION SECTION Ink CALL TOLL FREE 2M��►o SWE 4W NOT TO SCALE NOT TO SCALE NOT TO SCALE Q I " ASTM F679 N NOT TO SCALE I-800-422-4133 ■ ■ ■ c�F0 - �D °" INSTALL END SECTION. ATTACH Tn PVC ITH CONCRETE COLLAR z CONSULTING �.ere�eo�2 • FAX�.e�.7240 • www.ReF.00m O TWO WORKING DAYS BEFORE YOU DIG L D - b �R-• LD01-123GR � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALE �pFESS1p /27/0 WDK 1 ADD FINISH GRADE CONTOURS 4 ® � p• ��! JWM JWM WDK RECOMMENDED BY: DATE: /'� ITY TEMECULA DEPARTMENT of Pl18LIC WORKSDRAWING NO. O Q CONTRACTOR BETWEEN CURB AND SLOPE,CHANGE HORIZONTAL ,-�4 \\��,� �F�! tea, Plans Prepared Under The Supervision Of � HEAD WALLS TO CONI.FLARED E � sis � p p ACCEPTED BY: DATE: /D/s oL PRECISE GRAD/NG PLAN FOR INSPECTOR SECTIONS N/A xw•6-w-� ' �. Date: 1 •-� - oZ RONALD J. PARKS FOR PA 00-0332 �' WILLIAM D. KELLER 3 DEPUTY DIRECTOR OF PUBLIC WORKS VERTICAL sr Cl�1` ti� N PORTION OF LOT 80 OF TRACT 28510-1 DATE COMPLETE + THE CHURCH OF JESUS CHR/ST � N/A OF C A�1 R.C.E. No. 44341 Expires 6-30-05 R.C.E. No. 19744 f Expires 9-30-05 rf i - OF"LA ITER-DA Y SA/NTS SHEET OF NEW HER/TA GE WARD MEETINGHOUSE � WORD r _ ----------- 16 17 M •t -� 18 x y19 -- 20 A ,•- 't, ` �1 L LINE TAI9LE L I PE TABLE LINE TABLE ARC TABLE M •, .A ,� ` ��ft 2 ~� �� REMOVE AND S/w -------------------------- ----------------- --- --------- ------ _ ' T- -------- `O9 TTZI S r �� NO. BARING DISTANCE NO. BEARING DISTANCE NO. I9EARING DISTANCE NO. DELTA RADIUS LENGTH • _ � --------------------------- -------------------------- --------------------------- ------------------------------------ MEN 34 - �� G L1 N19 47 31 N 36.47 L52 ND4 47 31ow 23.83 L103 MO 12 29 E 31.88 C1 92 38 03 16.00 25.87' ~ .w, • . w . . • . w • r w r 1-2 N19 47 31 N 23.00 1-53 N19-47-31"111112.66 1-104 MO 12 29 E 31.88' C2 90 00 00 42.00 65.97' L3 M0'12'29"E 6.00' L54 M0'12'29"E 145.00' L106 N34'47'31"N 43.47' C3 90'00'00" 6.00' 9.42' L4 N19'47'31"N 37.00' L55 M0'12'29"E 10.00' L107 N70 12 29 E 86.00 C4 90 00 00 6.00 9.42 1-5 M0'12'29"E 6.00' 1-56 N19'47'31"N 11.00' 1-108 N19'47'31"w 96.83' C5 90.00100" 3.00' 4.71' .. '� . ''• ' �' � � L6 N19 47 31 W 23.46' L57 N19'47'31"w 11.00' L109 MO 12 29 E 6.67 C6 85"13'19" 18.00 26.77' C�5 36P _J L7 N64'47'31"N 5.00' L58 N19'47'31"N 13.27' L110 N19'47'31"w 42.83' C7 90'00'00" 3.00' 4.71' - L8 N25612'29"E 5.00' L59 N24'34'13`N 12.79' 1-111 N70612'29"E 6.67' C8 184'46'41" 4.55' 14.69' -wh :•4:A L9 N19'47'31"N 37.93' L60 N65625'47"E 92.50' L112 N19"47'31"N 96.83' C9 90'00'00" 3.00' 4.71' - ori 1-10 PE4'47'31"N 5.00' 1-61 N24'34'13"N 9.00' 1-113 1470"12'29"E9.66' C10 90000'00" 18.00' 28.27' - �'`- � = �. ►� .•A & 1-11 N25'12'29"E 5.00' L62 N65'25'47"E 29.48' L114 N19'47'31"N 3.33' C11 90600'00" 3.00' 4.71' NA- �•-;: 4'- 1-113 L117 00 L12 N 19'47'31"W 23.46' L63 N24'34'13"w 15.01' L115 M0'12'29"E 6.17' C12 90'00'00" 6.00' 9.42' - �,1 :�,�e: �'- L rr -' L121 8 ; &, L 115 -' 1-13 MO'12'29"E 15.00' 1-64 N6 00 5'25'47"E 72.00' 1-116 N19'47'31'N 11.33' C13 90'00'00" 6. ' 9.42' 40 1-11 L14 N19'47'3lwW 4.98' L65 N24'34'13"w 15.15' L117 M0'12'29'E 54.33' C14 50'58'39" 36.00' 32.03' ' 18' J L15 N65'25'47"E 1.29' L66 N62'29'38"E 15.13' L118 N19'47'31"N 11.33' C15 183'45'40" 56.00' 179.61' L16 N24'34'13"N 15.00' L67 N27'30'22"N 45.00' L119 N70'12'29"E 6.17' C16 132'47'00" 3.00' 6.95' ',: * • 1-17 N65'25'47"E 72.00' 1-68 N62'29'38"E 12.9$' 1-120 N19'47'31"N 3.33' C17 195'00'00" 6.53` 22.22' L a ~ ' ~ A a 8 L18 N24'34'13"N 13.45' 1-69 1�2'29'38"E 13.00' L121 MO'12'29"E 9.66' C18 180'00'00" 5.00' 15.71' �'�• � � � �� 1-37 16.34' L19 N19'47'31"N 13.11' L70 N27'30'22"N 45.00' L122 N19'47'31"N 96.83' C19 90600'00" 3.00' 4.71' �' � ❑ 1-78 0 .- L20 M0'12'29"E 60.46' L71 N62'29'38"E 13.62' 1-123 MO'12'29"E 6.67' C20 165'00'00" 5.34' 15.37' 18 1-111 TYP 30, U 1-127 18' 1-21 N25'12'29"E 5.00' 1-72 N70'12'29"E 13.12' L124 N19'47'31"N 42.83' C21 180.00'00" 5.00' 15.71' 57.33 p 1-12 ❑ c) TYP. r w r . r w r . r » . . . w r r L 9 1-22 N64 47 31 w 5.00 1-73 N19 47 31 N 54.00 1-125 MO 12 29 E 6.67 C22 175 13 19 5.21 15.93 � � c L23 M0'12'29"E 32.46' L74 M0'12'29"E 13.00' L126 N19647'31"w 96.83' C23 90'00'00" 6.00' 9.42' '�?' o ❑ 1-24 N19'47'3 1-41 1 1 1"N 15.00' 1-75 MO'12'29"E 11.00' 1-127 MO'12'29"E 22.00' C24 87'03'50" 3.00' 4.56' (TYP.) (TYP. °' � p r J N ) w r w r r r w 1-25 MO•12 29 E 3.00r 1-76 N19 47 31 N 45.05 1-128 MO 12 29r E 31.88 C25 180 00 00 5.00' 15.71' 18'TYP. 36 n ❑ � 57.33' •r � L26 N19047'31"N 3.00' L77 N19'47'31"N 39.60' C26 187642'51" 4.38' 14.37' J .-. 1-27 MO'12'29"E 15.00' 1-7$ MO'12'29"E 22.00' C27 180'00'00" 5.00' 15.71' � � ❑ 10p ❑ �, a 1-75 1-28 N19 47'31"N 32.46' 1-79 N70612'29"E 22.00' C28 90'00'00" 42.00' 65.97' `•' 1-12 v L29 N64'47'31"N 5.00' L80 N64'47'31"N 5.00' C29 87'21'57" 16.00' 24.40' °i ❑ LS 4' 1-74 L30 N25'12'29"E 5.00' L81 N25612'29"E 5.00' C30 180'00'00" 5.00' 15.71' L31 N19 47'31"N 37.93' L82 M0'12'29"E 22.00' C31 180'00'00" 5.00' 15.71' .� 18' 1-32 N64 47 31 w 5.00' 1-$3 M0'12'29"E 22.00' C32 180'00'00" 5.00' 15.71' 8 �, � TYP. L33 N25'12'29"E 5.00' L84 N27"30'22"N 53.82' C33 180'00'00" 5.00' 15.71' L34 N19'47'31"N 23.46' L85 N19'47'31"N 53.24' C34 172'17'09" 0.68' 2.05' L35 M0'12'29"E 6.00' L86 M0'12'29"E 8.58' C35 121'38'06" 2.00' 4.25' • 6' __j�� 1-36 N19'47'31"N 37.00' 1-$7 M0'12'29"E 8.86' C36 61'18'04" 32.00' 34.24 4• A a v� L376#6.00' 1-88 N62'29'38"E 11.54' C37 180'00'00" 5.00' 15.71' 6' L35 M0'12'29"E 6.00' L89 N19'47'31"N 9.77' C38 180'00'00" 3.50' 11.00' 'e, a, o L39 N19'47'31"w 23.00' L90 N65'25'47"E 11.62' C39 119'47'13" 3.00' 6.27' ,� ►- N L40 M0'12'29"E 0.68' 1-91 N65'25'47"E 6.57' C40 46'47'13" 32.00' 26.13' 24• L41 M0612'29"E 10.54' L92 M0'12'29"E 12.50' C41 118'25'34" 3.00' 6.20' 186' 1-42 N19'47'31"W 36.00' 1-93 M0'12'29"E 12.50' C42 165'00'00" 3.03' 8.73' TYP P - L43 N70'12'29"E 8.28' L94 N19'47'31"N 7.00' C43 180'00'00" 5.00' 15.71' A fi �p rn r 1-44 N85'12'29"E 11.47' 1-95 1470"112'29"E 18.00' C44 180'00'00" 5.00' 15.71' -•' 18' 24' 1-45 N04'47'31"N 45.00' 1-96 N19647'31"N 2.87' C45 165'00'00" 2.00' 5.76' ' , L46 N85012'29"E 13.00' L97 N85'12'29"E 11.50' C46 180'00'00" 5.00' 15.71' AA._ 'A� S' TYP.) 24 1 It L47 N85'12'29"E 13.00' L98 N04'47'31"w 65.50' C47 180'00'00" 5.09' 15.71' %� ;,^=. T 1-9 ,� - 1-107 N TYP. TYP.) 18 24' 18' YP 7 G, L27 T 1-48 N04'47'31"N 54.00' 1-99 N19'47'31'N 77.97' C48 90'00'00" 36.00' 56.55' N L49 N$5'12'29"E 15.00' L100 M0'12'29"E 26.00' C49 90'00'00" 40-83" 64.14' ��:- ,~_ 1-23 a �' L50 ND4'47'31"N 15.00' L101 1470"12'29"E 26.00' C50 91'17'37" 34.83' 55.50' :'�- -YA 1-13 t 1-51 N85'12'29"E 90.00' 1-102 NN "� N 19'47'31"w 38.81' L 17 C51 07'53'47" 62.34' 8.59' ��-. r~ v L96 L95 1-92 --� �� --� L 68 _ 0 500 - ^ --► c 5 . T L93 MOTOCYcLE . A NG N L91 18 A ' 9 TYP. O C20 91 TYP. t51 'J'; •- 1-62 C�' rYP. cc ' L 64E co O of g O cv 3 o o © ROUND SERVICE 0 c� ALERT IN bt■ION ■ CONSTRUCTION rl 30 0 30 60 90 c� ■ ■ ■ YrEz I�Ao.eu1'>=goo CALL TOLL FREEN65'46'24"E 1100.40' 1-800-422-4133 TSA,c��A -,W79 Z CONSULTING QW.errs.eo� • FAX909.676.7240 . www.RBF.com a GRAPHIC SCALE a TWO WORKING DAYS BEFORE YOU DIG Ca LD01-123GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY o SCALE ��pFESSjpA�! JWM RECOMMENDED BY: DATE: l D DRAWING NO. 1-11 JWM W DK CITY OF DEPARTMENT OF PUBLIC WORKS "� TEMECULA CONTRACTOR HORIZONTAL ,��� CNV ���! ��, Plans Prepared Under The Su ervision Of p Op /4/0ACCEPTED BY: DATE. PRECISE GRAD/NG PLAN FOR INSPECTOR N/A ``' No. 44341 RONALD J. PARKS FOR PA 00-0332 LO � Ems. s-ao-oe � 1 Da f e:_� \�� ate_ S WILLIAM D. KELLER PORT/ON DEPUTY DIRECTOR OF PUBLIC WORKS Q DATE COMPLETEVERTICAL Jt' �/ �t �ti� _ OF LOT 80 OF TRACT 28510-1 N/A t� OF CAolR.C.E. No. 44341 , THE CHURCH OF JESUS CHR/ST o Expires 6-30-05 R.C.E. No. 19744 Expires 9-30-05 ''!�1:::::-�� OF LATTER-DAY SA/NTS a SHEET 4 OF 5 NEW "HER/TA GE" WARD MEETINGHOUSE � G ZQ=7 L 000e OROS I OW QQNIRQL NOTE1, I LAYER OF -80 FRACTURED THE RAINY SEASON, FROM OCTOBER 15TH TO APRIL 15TH. APPROVED STONE AGGREGATE 000 I. EROSION MMM IS REQUIRED FOR GRADING OPIMATIONS DURING PLANS ARE REQUIRED FOR ALL ROUGH GRADING. Ff)-, 2. IN CASE OF EMERGENCY, CALL PASTOR H. CURT IS LYON --F0 T 909--699-8463OR 909-695-4709 --Fo, F0— re- F8-- 3. THE DESIGN CIVIL ENGINEER WILL SUPIDt"VISE EROSION CONTF40L DM( All- 411 INSURE THAT WOW IS IN ACCORDANCE WITH THE APPROVED PLANS (IF ~1 (�I - - �� REQUIRED). ......... 4. EQUIPMENT 100 WORKERS FOR 9ENCY WOW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE R=20" MIN. FILTER FABRIC AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS "WOW IMMINENT. "MONO emmom mmmm ommom ............ ........... S. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE . STABL= C*NSTRCTM ENMANCE CITY ENGINEER AND/OR DEPARTMENT OF PUBLIC WORKS. 6. ALL REMOVABLE PROTECTIVE DEVICES SHOW! SHALL BE IN PLACE AT THE EPO --------- NOT TO SCALE OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL. K REMOVED FROM CHECK BERMS, SILT FENCES, AND DESILTING BASINS, ETC. S. GRADED AREAS AROUND THE TRACT PERI METER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. THE DEVELOPER SHALL BE RESPONSIBLE APO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED 00 DIRECTION WATER CREATES A HAZARDOUS CONDITION. P. OF FLOW 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL OWING AREAS ARE COMPLETE PER ROUGH GRADING PLAN. 11. THE CITY ENGINEER AND/OR DEPARTMENT OF PUBLIC THE RIGHT ✓ / .� TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER 0 -I)ETATTA INFORMATION IS SUBJECT TO CHANGE. -0 . © 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR WAFACTURED SLOPES ❑ m PRIOR TO PERMANENT PLANTING. r. 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE 0 DIRECTION MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). --- --- OF FLOW 0 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS ❑ ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED 0 AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, DETAM STORM DRAIN OR NATURAL WATER COURSE. 0 11S. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOF`F AREA. 17. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE AND SUMP ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, CATCH BASIN OUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AM EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE -FLOW FLOW CONSTRUCTION OF THIS PROJECT. 18. SLOPES CONS I RUC I PRIOR TO OCTOlRER IST SHALL BE TREATED FOR EROSION CONTROL PRIOR TO OCTOBER 15TM. SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE 3" MIN. OPENING PROGIRE IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. ✓ BETWEEN BAGS ON 19. FILL AREAS, WHILE BEING BROUMT LP TO MADE AND DURING PERIODS OF TOP ROW. COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS / ,/ MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESEMEASURES MAY INCLUDE, BUT C HECKDAM AT SHALL. NOT BE LIMITED TO TEMPORARY DOWNDRAINS, EITHER IN THE FOAM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS SUMP CATCH BASIN AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; NOT TO SCALE CONFINED PONDING AREAS TO DES ILT RUNOFF; TEMPORARY CHECK DAMS IN TOE K-I OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND I NLETS WH I CH HAVE NOT BEEN BROUGHT UP TO GRADE;- AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE ED OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE / �` ! FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. /� o 20. TOP OF CUT WM DITCHES, 04M REQUIRED ON THE PLAN, SHALL K CWTAUCTIM, PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. / � 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE NOTES IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED To PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION. AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE 1 . GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS RA I NY SEASON. THESE MEASURE MAY I NCLUDE BUT SHALL NOT BE L I M I TIED Tck AND MAY BE REQUIRED IN AREAS WHICH ARE PARTICULARLY GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE ac SENSITIVE TO SEDIMENT DEPOSITION. EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. 22. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF PLANS DOES NOT FELIEVE 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND ....... FOR STREETS WITH GRADES OF LESS THAN 4% SHALL BE OMISSION DICOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLICAS SHOWN ON ABOVE TABLE. WORKS FOR APPROVAL. 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECUI-A INSPECTOR. CONSTRUCTION • CONSTRUCTION NOTES 0 co CONSTRUCT STABILIZED CONSTRUICTION ENTRANCE PER DETAIL ON SIEET 2. SANDBAGS 1 RN H I GH INSTALL GRAVELBAG VELOCITY REDUCERS PER DETAIL ON SHEET 2. PER DETAIL A THIS SHEET 0 SANDBAGS 2 ROwS HIGH PERo CHECK DAM DETAIL B THIS SHEET r. 0 o LEQM— ch STABILIZED CONSTRUCTION ENI ANCE C4 0 SAND BAGS c1q HYDROSEED ALL 2: 1 SLOPES 0 to O0 UNDERGROUNDSERVICE 0 a_ ALERT PILANII ■ Deals" ■ comomnucl"om 30 0 30 60 90 CN a A A CALL TOLL FREE 0 ■ ■ ■ I EEL....11111 z 1-800-422-4133 T10&KXtA CAURMA VNW-4M mi 0 CONSULTING SMAXOM w FAX 9.OM.7240 a www.MWcoon GRAPHIC SCALE < Ca TWO WORKING DAYS BEFORE YOU C"d LD01-123GR 3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE 1601F:SS11 DESIGNED BY DRAWN BY CHECKED BY DRAWING MOO c RECOMMENDED BY: DATE: JWM JWm WDK DEPARTMENT OF PUBLIC WORKS % 'CITY OF T EMECULA C14 CONTRACTOR HORIZONTAL Plans Prepared Under The Supervision Of 0 0 N/A ACCEPTED BY: DATE: PRECISE GRADING PLAN FOR T_ rn L0 INSPECTOR X* A'.jjd:N IN-,a Ir-w 11�9� Date: CP m RONALD J. PARKS FOR PA 00-0332 5 A 0 DEPUTY DIRECTOR OF PUBLIC WORKS VERTICAL 60> Cl V 0- WILLIAM D. KELLER PORTION OF LOT 80 OF TRACT 28510-1 DATE COMPLETED THE CHURCH OF JESUS CHRIST N/A k R.C.E. IN a. 44341 Expires 6-30-05 R.C.E. IN o. 19744 Expires 9-30-05 OF LA TTER-DA Y SAINTS CL AFW wMERITAGE* WARD MEETAIVIGHOUSE SHEET 5 0F 5