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HomeMy WebLinkAboutLot 1&2 Grading & Street Improvement r� CROWNE HILLS PARK SITE ROUGH GRADING NOTES INTERIM GRADING & STREET IMPROVEMENT PLANS STREET IMPROVEMENT NOTES 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF UNIFORM BUILDING 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 93.04. TRACT NON 2 13 3 5 AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE BEGINNING OF CONSTRUCTION. SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM _ �- PHONE: (909) 694-5411 OF 2' FROM THE TOP OF CUT OR FILL SLOPES. EROSION CONTROL PLANS GENERAL NOTES 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . 1. EROSION CONTROL IS REQU I RED FOR GRADING OPERAT I ONS DURING �. '� 2. THE DEVELOPER WILL INSTALL STREET NAME 5 I GNS CONFORMING TO THE CITY OF THE RAINY SEASON, FROM OCTOBER 15TH TO APRIL 15TH. APPROVED �;; `5 TEMECULA S STANDARD NOS. 403-405. 4. PROV I DE 5' W I DE BY, 1 ' H I GH BERM OR EQU I VALENT ALONG THE TOP OF ALL PLANS ARE REQU I RED FOR ALL ROUGH GRADING. FILL SLOPES OVER 5 HIGH. 3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA 2. IN CASE OF EMERGENCY, CALL MARY RAUSCHENBURG OF COMMUN I T,I ES SOUTHWEST �. PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT AT (909)694-5572 ra `• OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 3. THE DESIGN CIVIL ENG I NEER WILL SUPERVISE EROSION CONTROL WORK AIS �' `� �`� 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENG I NEER, PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS (IF TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY OVER 1 ' DEEP. REQUIRED). '�' ` ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY) . 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT w , ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH ALL T I MES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE + " ;}1`a ;,i 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO .� �, FACILITATE L I TATE RAPID CONSTRUCTION OF TEMPORARY DEV I CES WHEN RAIN IS ,'. PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. IMMINENT. ` "'. WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE "•�` �' 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG z. CITY ENGINEER. `;' `,,; TOP OF CUT SLOPES. PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING: 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END SEWER, WATER, ELECTRIC, GAS & DRAINAGE. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN OF EACH WORKING DAY WHEN THE S--DAY RAIN PROBABILITY FORECAST EXCEEDS 7. CURB DEPRESS I ONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ONE FOOT. 40z. `. ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT I ONS OF 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK THE PRELIMINARY SOILS INVESTIGATION BY: BERMS, SILT FENCES, AND DES I LT I NG BASINS, ETC. , 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY 00, t TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PACIFIC SOILS ENGINEERING, INC. DATE: AUG. 6, 19928. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE �'� ,' t PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) BE TAKEN ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 9. THE CONTRACTOR SHALL BE RESPONS I BLE AND SHALL TAKE NECESSARY `- 4 AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED '' USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (* INSERT "SHALL" WATER CREATES A HAZARDOUS CONDITION. Y. 4 FOR TRACTS AND PARCEL MAPS OR "MAY" FOR PERMIT CASES . ) 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 10. THE CITY ENG I NEER RESERVES THE RIGHT TO MAKE CHANGES OR MOD I F I CAT I ONS ti ',� 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- TO THIS PLAN AS DEEMED NECESSARY. a (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR �° ;' ' AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM 11. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTFER S a EACH LOT. INFORMATION IS SUBJECT TO CHANGE. P rE TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 12. TEMPORARY EROSION PROTECTION IS REQU I RED FOR MANUFACTURED SLOPES "` 11 . PRIME COAT REQU I RED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL PRIOR TO PERMANENT PLANTING. 1 "' BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 12. INSTALL STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE NO. -- �� � `'' " w. �'" ,�. � 460.53. FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 13. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE CODE SECTION 17.06 RESIDENTIAL PRIOR TO THE APPROVAL MAI NTA I NED AT ALL T I MES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET OF FINAL INSPECTION. 14. NO 08STRUCT I ON OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING + ,'. LIGHTING PLAN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT DRA I NAGE FACILITIES HAVE BEEN APPROVED ;sj, 14. AS DETERM I NED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONS I BLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTER BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS - ~ ' MATERIAL. AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, � ,_,,;�"� ,.,. ', ,. - LINE AND MAY BE REQUIRED TO RECONSTRUCT STORM DRAIN OR NATURAL WATER COURSE. . EXISTING PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN Cl7RAMAP -N S. 11 ', MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 15. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS I N SUCH A MANNER THAT • ,'° ,`;" STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO �. „ 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF TR. 2314 -4 WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE FILL MATERIAL. FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. + - • / ` M PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS AND ALL LANDSCAPING 14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF 16. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY u,_- • !. �, ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND ! / ENCROACHMENTS SHALL CONFORM TO R I VERS I DE COUNTY "STANDARDS RELATING TO ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF - THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS DATED JANUARY 1989. SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO •� - / ` `'•��` �� ' ADJACENT PROPERTIES. BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH w MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD �.: ` FUT ESO yc,m. I / `, 16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE DEVELOPER A AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE / r�'ti SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODSS APPROVED CONSTRUCTION OF THIS PROJECT. o J~4� BY THE D I RECTOR OF PUBLIC WORKS. ......_ - .�`" p., ,.. 4 � _ r,�` �', �' P ��'�.�,__.�,. -�'" •���. r,�,ii 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOTE RELIEVE THE 17. SLOPES CONSTRUCTEO PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROS I ON - 'M - �" J' APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE "' CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST •-•- ' ` 0 ''` OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE TO FUNCTION, ESPECIALLY DURING STORM COND I T I ONS. PROTECTIVE SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. = APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY I? INDEX MAP ,.. � ..�,,, �.�, PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ; . h ENGINEER FOR REVIEW AND APPROVAL. 18. FILL AREAS, WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF SCALE: 1" ="ito 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1 .5) COMPLETION PRIOR TO F I NAL GRADE, SHALL BE PROTECTED BY VARIOUS SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT MEASURES TO ELIMINATE ERO'S I ON AND THE SILTATION OF DOWNSTREAM y, o P OVER 0' I N VERTICAL CAL HEIGHT. FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT EARTHWORK OUANTITIES C AND FILL SLOPES O 3 E LEGEND SHALL NOT BE LIMITED T0: TEMPORARY DOWNDRAINS, EITHER IN THE FORM a- 18. A REG I STERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS (ALL QUANTITIES ARE IN CY) PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQU I RED, THE ELEVA- AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF, It TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. I F AN ELEVA- CONF I NED PONDING AREAS TO DES I LT RUNOFF; TEMPORARY CHECK DAMS IN TOE CENTERLINE CUT F I L.L TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED,THE ACTUAL OF SLOPE DITCHES TO DES I LT RUNOFF; PROTECTION SUCH AS SAND BAGS BOUNDARY AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH RAW +5,500 +75,600 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. BERMS AND APPROPR I ATE GRADING TO DIRECT DRA I NAGE AWAY FROM THE EDGE FLOW LINE FL OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE to 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE FILL AREAS WHERE EARTHWORK OPERAT I ONS ARE NOT IN PROGRESS. TOP OF CURB TC TOTAL IMPORT: � 70, 100 CY 0 PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES ...FINISHED GRADE FG OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 19. CLEARING AND GRLM38I NG SHOULD BE LIMITED TO .AREAS THAT WILL RECEIVE THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE INCLUDE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIWD TO GRADE BREAK GB SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR T4 GRADING '� UNADJUSTED GROSS VOLUMES AND AN OPINION OF THE p 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PER rdrrdTHE TYP I CAL TYP. a y EFFECTS OF SCARIFYING, OVEREXCAVAT I ON, RECOMPACT I ON, o RA I NY SEASON. THESE MEASURE MAY I NCLUDE BUT SHALL NOT BE L I M I TED TO: SHRINKAGE, SUBSIDENCE OR OTHER FACTORS. T-F�ES� FACT-ORS ARE 00 IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE ASPHALT CONCRETE A.C. �� Wp SUBJECT TO FIELD COND I T I ONES THAT MAS ,BE �C I F I ED 't�E 10 EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. F i N I SH SURFACE F.S. PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE ONLY. % SINCE THE CIVIL ENGINEER CANNOT CONTROL THE EXACT 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 20. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED NATURAL GROUND NAT. r PROJECT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. UNLESS SUFF I C I ENT NATURAL VEGETATION HAS BEEN ESTABL I SHED AS DETERM I NED gIP SITE METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING om BY THE CITY OF TEMECULA PUBLIC WORKS INSPECTOR. EXISTING GROUND E.G. Apb OPERAT I ONS, NOR CAN THE CIVIL ENGINEER GUARANTEE THE OD 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. !� EXACT SOIL CONDITIONS OVER THE ENTIRE SITETHE CIVIL � S , 21. OW DITCHES SHALL BE CONSTRUCTED ON TOP OF CUTS EXCEEDING 12 FEET HIGH POINT HP � � `� ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR MEASURED VERTICALLY. LOW POINT LP EARTHWORK QUANTITIES. L` TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. w CONSTRUCTION NOTE NUMBER O � x 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 21 �� THE CONTRACTOR IS ADVISED TO PREPARE HIS OWN ESTIMATES THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-- EXIST. CONTOUR OF EARTHWORK FOR THE PURPOSES OF BIDDING, CONTRACT, RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON BROW DITCH AND CONSTRUCTION. REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 2: 1 SLOPE (OR AS NOTED) T T T T TNOTICE TO THE CONTRACTOR � GRAVEL BAGS A THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR BENCHMARK OWNER/DEVELOPER SOURCE OF TOPOGRAPHY VICINITY MAP STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, N UNDERGROUND SERVICE PLANNING! ■ b&SIGN ■ CONSTRUCTION NOT TO SCALE EASTERN MUN I C I PAL WATER DISTRICT OR RANCHO CALIFORNIA WATER ALERT ELEVATION : 1230.562 N APS, INC.. DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR � RIVERSIDE COUNTY DES I GNJ1T I ON T-27-81 STAMPED ON 2-1/2 COMMUNITIES SOUTHWEST 547 MAIN ST. , SUITE 1 A 181 OLD SPRINGS ROAD COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND CALL TOLL FREE i�7686 YNM ROAD,SM,pp BRASS DISK I N CONCRETE CYLINDER. FROM THE INTERSECTION OF FRONT ANAHEIM, CA 9208 RIVERSIDE, CA 92501 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE o STREET AND RANCHIO CALIFORNIA ROAD, 3.4 MILES NORTHEAST ON ATTN: MARY RAUSCHENBURG (909) 686-5103 CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO $ 1-800-422-4133RANCHO CALIFORNIA ROAD 44 N.W. OF RANCHO CALIFORNIA ROAD, 13 PROTECT THE UTILITY LINES NES NOT OF RECORD OR SHOWN ON THIS PLAN CDN 5 U LTI N Ci �M� ■ FAx 9oa.M.7240 ■ www.I�Bl=.oan � • S. OF A 4 2 BOARD RAIL FENCE, 2 W LY. OF POWER POLE #1751130E. (714)279-6555 DATE OF PHOTOGRAPHY 12-7-98L D O Z--D 5 3 GO � TWO WORKING DAYS BEFORE YOU DIG SET FIBERGLASS WITNESS POST 1 ' NORTHWEST OF MONUMENT. L'D 0z 11 � O _03 - 4 tl.P0?l_0+ecqlE A L0 I 1CIR LD99 11 G R z ° CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO Q SCALE Q�p F S S IpN,� MCH MAT CITY OF T E M E C U L A3 1 o Rf3F � D��D S .Ts TE pMCH RECOMMENDED BY: DATE: .3 ©/ DEPARTMENT of PUBLIC WORKS � CONTRACTOR / az L� S-B /� o S'cffo�DG S/7� siyT¢ HORIZONTAL �� ��' j�h �y ¢ Plans spared Under The Supervision Of ° �► z v/ - oZ �9s-Burma S oG S/Tc shy?: ACCEPTED BY. DATE. 1 / TRACT NO. 23143 5 1 AS NOTED w No.43090 ^v INSPECTOR SEE ABOVE °� EXP. �3 -� �° �/ Date: Z 4✓ DEPUTY D I R, of PUBLIC WORKS, FOR CITY ENGINEER TA >>: r z T C R O WN E HILLS PARK SITE '¢ MIC AEL TYLMAN RONALD J. PARKS A. VERTICAL sr� CIV[ ��! ` OLD KENT ROAD SHEET OF a N A t OF A�13090 Expires R.C.E. No. 19744 Expires 9-30-OS' rel' 1 ,� DATE COMPLETED / F F � R.C.E.R.C.E. No. 3-31--04TITLE SHEET 2 ' C. .00 V C. - I , --�•-f3 - - - _ _ ( _ _ I -- -�--- 1 1j X,!G2=+•5. 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REMARKS r , LENGTH TANGENT ; a= 670.00 .07 -. _._.-.__ - '� QA 40 17 04 471 245.74' CENTERLINE S. (r F f - - • •; % -'' ' `'`� � � � 0'17'04" 00' 4' 1' N'L _ _ OCEE INS ' PARK SITE GRADING 9 ST .. r 40 0 40 80 120 _ .._ •0 q _ CURB � ', a•• 4 692 486 5 253 8 Y CURB B C - = r � ,�• `. , ( ; ; SEE SH 3 - 1 r ' 237 6 SLY � 6530 0 0 271.20 138.64 CENTERLINE ji .MZ w._ r EE 1 r ;. GRAPHIC SCALE ___. - t4 ,FI,}TUH�E. T � � •'� ;� � � �. _ ' Eo � 29 19 05 552.00' 282.46 144-39' N LY CURB • n, ;�, ,: � ,, ,, _. .,� �d� RIS ,; F. / i Y / - c►` - Oif FL 25.37'3fi" 508.00 227.21 115.54 SLY CURB 17+38.65 OLD KENT RD. 10 w ___-. _ 1 �r , r r r r fi3 29.06 FOX RD. 7 Un 2. I ✓', tsa 15 i © 23 20 20 195 55 79.65 40 39 CROWN LINE ..cur I--, Com' r \ r \ 7ao ITr1 o, �, 1 , ca3; � p r r 1 V, 11 f -- T28,,14 Y f 7 2fi fib S L CURB fi L H � 1 49 111 00 52 3 � 27 0 , h 84 1. FL- 1i 2', , , x � ti �v 8 2.� 5 ., .. _ . _._ ,. . . -._ c� CUL-DE-SAC FL i , . •: , , . 203 _.mac 1 486 CUL I a 20 20 38 00 3 i '�' ', , ,, , ', •� �, �• \• .`t. � Fx , �, Jo �20 90 00'00" 25 00 39 27 25.00 CURB RETURN �s SL s / X Di° - 8 O FL 6 :� _ '2 E �, �� `� � d- 90 00 00 25 DO 39.27' 25.00' CURB RETURN i r ` FL , t , H RLM , .� r F 20 � , o • '6 , T - - 4.6 FL S 27.44 5 1Mi I '0 V 4 _ ION -- , , T 2 '1 1 F HP C FL ago $c' � � .... .. -_.. _.. M.O.C. � SLO V A R _ N Sr 3 _ lel ,ARI. (� 2 .- T ROA O 2 q CB KEN p D . � r / OLD 0 • 2. A . < ha : 121. _ 1 _ _ 6• .. 2 F� "� _ 9 9.26�, - $ ti 7 1 L= 4 � 2 1 7Z.14 - 9 3 9 11 '6 � F 6 41. 48170 4 � • 04.2 1 - v n - - ., _ � .w e x1 6 2 � G S R v 2 ' 8- > _ 14Q, Z V - i� .r` r" 3 r V ��~`�• LO a U J C _ r H li , , r LO ��y U 1 Y/YJ r _.. p 4215 , c�D . . A I ING r / ,9 F cD cD N7 N qt' 21.0- i / t ,.. . :,- ; ,• , , ;' ?°'° ; .� SEE SH 3 t4 �� - LOCDEPRESSION r _ - - ._ E C.B. 1 _ _ F - .� _-. _ _ _.. _ ._ - ANTITIE ; r f r4 . .- -. - N.T.S. i 4 _. -,,�o CONSTRV TI N N T QUANTITY NIT - , s v 1 s 19 J . r r , 4 900 5F A B (CLASS 2 0 CONSTRUCT 0 25 A 3: 14 W SEAL COAT OVER 054 "P 00. r' TEMECULA STD. 200 � _ _ �' __--• _ GUTTER .F.) PER CITY OF E 2,042 LF P 2 AND fi C CONSTRUCT TYPE A-•6 CURB - OLD r C0N5 UC OLU , , r 1 8 KENT _ +' TER PER CITY OF TEMECULA STD. 210 877 SF X _ _ - C S R 1 0 .. - - CONSTRUCT 10 ONCRETE CROSS GUT •S C,k- AD , _ - _ F UTA� �G C�O L' S- ;� .� � ,� �' ,.� _ � R/w /: / + 4 CONSTRUCT CONCRETE SIDEWALK (W/ PER PLAN) PER CITY OF TEMECULA STD. 401 12,252 SF R/W , 5 CONSTRUCT CONCRETE ACCESS RAMP PER CITY OF TEMECULA STD. 402 2 EA �� EXISTING R/W 6 REMOVE EXISTING 6" A.C. DIKE 94 LF R/W , GROUND 7 REMOVE EXISTING PAVEMENT 188 SF EXISTING ® INSTALL STREET NAME SIGN PER CITY OF TEMECULA STD. 403, 404, 405 1 EA 11' 22' 22' 11 h Y GROUND R/W V REMOVE EXIST. 6' WIDE A.C. PVMNT. SIDEWALK 564 SF 6' 6' SEC TION E-E Roo T ._ OLD KENT INSTALL 0.75' FULL DEPTH A.C. is JOIN EXIST. PAVEMENT 6 CY SIDEWALK SIDEWALK NTS EXISTING ROAp �• a INSTALL TYPE 'A' BROW DITCH PER CITY OF TEMECULA STD. 304 420 LF N _�. 1 L 2: 1 SLOPE 2 1 L_ �- j<< INSTALL TERRACE DRAIN TYPE 'D' PER CITY OF TEMECULA STD. 304 131 LF 2 2• o 2 EXISTING �,; PROPOSED PARK 1 INSTALL UNDER SIDEWALK DRAIN(CAST IN PLACE) PER CITY OF TEMECU_A STD. 302 2 EA + � � �"-'-' ` 1•L.ANNINO ■ DEDION ■ CONSTRUCTION 1 ► GROUND 1 �a� oa moo •• •' oo� TERRACE --�- �- INSTALL STREET LIGHT PER CITY OF TEMECULA STD. 801, 802, 803 6 EA o DRAIN 2 / 1� CONSTRUCT 5' x 5' X 1.7' THICK FACING 1/4 TON RIP RAP OVER 5 CY g OLD KENT ROAD MIRAFI, 700 FILTER BLANKET It Y EZ FOAD,SUrM 400 SECTION G-G SECTION H-H SECTION D-D 1 CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD. CB 100 1 EA OLD KENT ROAD LD a2 -053G0 �. NTS NTS NTS 1 CONSTRUCT LOCAL DEPRESSION No. 2, CASE C PER RCFCO STD. LD 201 1 EA NTS L D 9 x-114 G R CONSULTING SW 676�Z ■ FAX 909.6M.7240 ■ www.. TV INSTALL GRAVELBAG CHECK DAM (2 BAGS HIGH) 5,100 EA z cz CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DI S S 1 DESIGNED BY DRAWN BY CHECKED BY 3 DRAWING NO. SCALE Q� Cly MCH MCH MAT RECOMMENDED BY: DATE: D/ CITY Q TEMECULA DEPARTMENT 41= PUBLIC WORKS CONTRACTOR A. HORIZONTAL a Pre red der The Supervieion Of ~ ' TRACT NO 23143 5 2 _ y ACCEPTED BY: DATE: r - 1"=40' � No•43090 Date: Z/0( DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER C R O WN E HILLS PARK SITE g INSPECTOR SEE SHEET 1 Exp. q -•00J) � M I CH EL A. Ty L RONALD J. PARKS �.T;A• VERTICAL sf CI V I�- ` OLD KENT ROAD DATE COMPLETED �lF �� R.C.E. No. 43 Ex i r es 3-31-04 R.C.E. 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