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931g_gr GENERAL NOTES: IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, cr 0UJ1r r Y Jr APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE NO. 457. RIVERSIDE 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE ROUGH GRADING PLAN FIELD PRIOR TO COMMENCEMENT OF ANY PROJECT CONSTRUCTION/GRADING. 1 SITE 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO TRACT 49t) 35CLEI'ELAND �ql TR. NO. 29320 PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. (EXIST) SECONDARY AC ESS ROAD MAYHEW CANYON 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED (CAMPBELL RA CH ROAD) ROAD METHODS. PHASE 1 3 & 5. NO FILL SHALL BE PLACED ON EXISTINGGROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND BEING A SUBDIVISION OF A PORTION OF SECTIONS 11 AND 1 TOWNSHIP 5 SOUTH, RANGE 6 WEST, S.B.M. PRIMARY ACCESS ROAIDN�OTHER DELETERIOUS MATERIAL. INDIAN 6. MAXIMUM CUT SLOPE = 2:1 MAXIMUM FILL SLOPE 2:1 EXCEPT AS NOTED (CAMPBELL RANCH ROAD) TRUCK RQ © 7. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT SAN BERNARDINO MERIDIAN, RIVERSIDE COUNTY, CALIFORNIA TRAIL LEAST ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT (PORTION OF EL SOBRANTE DE JACINTO ) AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. .__ _. _ . _ _ VICINITY MAP ' 8. PROVIDE A 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE '- NTS GLEN IVY TOP OF ALL FILL SLOPES OVER 5' HIGH. THE BERM IS TO BE COMPACTED _ Nzs'Tt'as HOT SPRINGS - ° �a.7a BEING A SUBDIVISION OF A PORTION OF IN PLACE TO A MINIMUM OF 90% RELATIVE COMPACTION. ` SECTIONS 11 AND 12, To 5 R-850.0®' SOUTH, RANGE 6 WEST, S.B.M. 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM T 3L'U 5 u L- 252.77 FLOWS, ALONG THE TOP OF CUT SLOPES. 10. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE =1% IF 14 F FILL IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 10 . ra 1 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED 37 A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 38r 11. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED." 1� 1r 1 1r ray �h 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUETO FUNCTION,FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 5140 ADJOINING PROPERTIES DURING GRADING OPERATIONS. 50 m ; 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 . 14, CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE N0. N 457 PRIOR TO FINAL GRADING INSPECTION. �� 18 ` g8 � 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE PLANT (OR EQUAL) GROUND COVER AT 12" ON o`' 4'''`--• p q°' sr �'a CENTER. SLOPES EXCEEDING 15' IN VERTICAL HEIGHT SHALL BE PLANTED '` 4 s z 1 - az eta1 17 ss JB1 ' WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN04 VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN-GROUND IRRIGATION s e e ' ppm 20, 12 __. ._. ,. _..._ ..._ Jw SYSTEM. SLOPES EQUAL TO OR LESS THAN 4' MAY BE IRRIGATED BY HOSE ra s p`4h'1Y 9 BIB LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO MAKE USE OFA 107 g 5 HOSE NO LONGER THAN 50 IN LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C., CHAPTER 10. ' 1z 8 �` e 1$ PFOB. SCHOOL SITE s1 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS __ __. ._ 14 .... UU - 3 , OF THE PRELIMINARY SOILS INVESTIGATION DATED 04/23/03 BY PACIFIC SOILS. : 15 87 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE /„ 16 - 8e r04so.00, ix 31 s4 `� PALEONTOLOGIST: OWM.. 81 77 BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 17 81 _a._..____ _.. ...__ __, _ ........ PRINCIPE & ASSOCIATES STARFfELD SYCAMORE INVESTORS LLC RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE _� ry zz - 40485-D MURRfETA HOT SPRINGS RD. 14 CORPORATE PLAZA IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SITE INVESTIGATION �.%E S ' �. � k ra � � � � ��+ �z �a r 166 � 56 SUITE 113 NEWPORT BEACH CA 92660 REPORT. r9 . ss 161 z1; _ r,.- 47 7 MURRIETA CA 92563 z6 8e �e 1 71 &!.. 18 909-677-9514 PHONE: (949) 640-9090 EXT. 5808 FAX: (949) 720-1064 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR45 -0 ss sr t ;s n ESMUTE OF WAN=& ENGINEER / REN 50 EPRESTATIVE: FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A SUITABLY QUALIFIED 674 CUT 1,600,000 CY FILL 1,600,000 CY AND REGISTERED PROFESSIONAL PRIOR TO PLACEMENT OF FILL MATERIAL. 43 _., w CANTY ENGINEERING INC. sig '� 2010 IOWA AVE. SUITE 110 �" 1z 1s 1 r 1 1 1 es 24 HOUR GENCY CONTACT: 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT se 41 s e g 8 16 11 RIVERSIDE CA 92507 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY - -.-.. __ __ .___ __. ______ _ s1 BRIAN WOODS 3 (951) 683-5234 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS a (760)-271-1084 SOILS MGM= & ENGG GEOLOGIST OVER 1' DEEP. 162 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1'. F op* '° NW32'2o" Nva. ° zoo YIDID NUMBER: PACIFIC SOILS ENGINEERING, INC. U`0SEE SIT 3002 DOW AVENUE SUITE 514 :. .. Nas'S$'a¢-v, NorS�' s-w �so�^" a� '' `� 8 330325548 TUSTIN, CALIFORNIA 92680 20. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT r7°' -� nasi �' -�.- "' s6$g a Qw "0T4z• ___. _. __._ _... _.._._ b� _. _ _.,_ -•--... 714-730-2122 TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF � ,� V 74o.ss ~----� 1 LEGEND & AB TIONS SOURCE OF TOPOG flY COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING N0s'ss�ta `- __. PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDINGBUILDING SETBACK CONTOURS & ELEVATIONS PROVIDED FROM FIELD DATA GATHERED BY: PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION AND RICK ENGINEERING COMPANY LOCATION OF CUT/FILL SLOPES. TRACT BOUNDRY i ...r. 1223 UNIVERSITY AVENUE, SUITE 240 21, A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT INDEXMAP ._.. _ ._.` LIMITS OF GRADING RIVERSIDE, CALIFORNIA 92507 CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS " ��•�r- 1233 PROPOSED CONTOUR 951-782-0707 ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL 1 "=300' LEGAL DES ON: BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND 72.0 FL...... FLOWLINE ELEVATION A PORTION OF SECTIONS 1, 2, 11, AND 12, ALL IN TOWNSHIP 5 SOUTH, SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. CONSTRUCTION NOTES 72.0 INV.,.... INVERT ELEVATION RANGE 6 WEST, SAN BERNARDINO MERIDIAN. IN THE COUNTY 22. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT 72 0 TOP TOP OF RISER ELEVATION OF RIVERSIDE, STATE OF CALIFORNIA. TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF CONSTRUCT TERRACE DRAIN NOTE: COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED PLANS (6' BENCH) PER DETAIL SHEET 13 BLOCK WALL NOT A PART (FUTURE ONLY) FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING". CONSTRUCT TERRACE DRAIN 1. WALLS SHOWN ON THESE PLANS WILL REQUIRE 23. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY (12' BENCH) PER DETAIL SHEET 13 21 SLOPES SEPARATE PERMIT AND WILL BE BUILT WITH PRECISE DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT QCURB OUTLET PER RIV. COUNTY STD. 308 GRADING. GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED Q SPOT ELEVATION PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. INTERIM CFD STORM BRAIN TO BE 2. UNLESS NOTED OTHERWISE, STORMDRAIN WILL 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS SLURRY FILLED, CAPPED, AND ABANDONED DAYLIGHT LINE BE INSTALLED WITH STREET AND STORMDRAIN BEFORE YOU DIG AT 1-800-422-4133. IMPROVEMENTS. CONSTRUCT DOWN DRAIN PER DETAIL SHEET 13 -.�- FLOW LINE 25. AFTER THE ISSUANCE OF A ROUGH GRADING PERMIT A PRECISE GRADING PERMIT 3. MITIGATION AREAS ARE REQUIRED PER 404 PERMIT WILL BE REQUIRED PRIOR TO THE RELEASE OF GRADING HOLDS FOR BUILDING CONSTRUCT DOWN DRAIN PER DETAILS ON SHEET 13 STORM DRAIN PIPE TO BE BUILT AS TO REPLACE DISTURBED WETLANDS PERMITS. - CFD IMPROVEMENTS 26. THE IMPLEMENTATION OF THE SWPPP'S AS MANDATED UNDER THE NPDEs CONSTRUCT CONCRETE DRAIN PER DETAIL "A" SHEET 13 FS FINISHED SURFACE BENCHMARK DESCRIPTION: PROGRAM IS REQUIRED. INSTALL TEMPORARY SEDIMENT TRAP PER HP HIGH POINT BM 57-C-82 CTD BR. 569+88.51 B.C.CONCRETES DISK IN FLUSH, TAMPED ELEV. 1175..05 27. PRIOR TO ROUGH GRADING FINAL INSPECTION, ALL DRAINAGE FACILITIES NOT CALTRANS BMP HANDBOOK, DETAIL SC-3 (50'x5O'x3') TB TOP OF BERM DATUM: SEA LEVEL OF 1929 AND THE SUPPLEMENTAL INCLUDED IN TRACT IMPROVEMENT PLANS, SHOWN ON ROUGH GRADING PLAN SHALL USC&GS ADJUSTMENT OF 1934. BE IN PLACE. TC TOP OF CURB REFERENCE: 261767 --.F-- FLOW DIRECTION BGR 030492 Underground Service Alert NOTE: SEAL BENCHMARK: IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET NO. g cANTY ENGINEERING GROUP INC. IP 040®53 WORK CONTAINED WITHIN THESE PLANS v QRaFEss�®k�` Cie CIVIL ENGINEERING - PLANNING - SURVEYING SHALL NOT COMMENCE UNTIL AN ��' � � S. 4 s= TRAC` 29335.. 1 DIAL TWO WORKING ENCROACHMENT PERMIT AND / ORA � °LF 22010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 SEE ABOVE BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. No. C 50993 TEL (951) 683 - 5234 FAX (951) 683 - 5301 PHASE 1 , 2, , & F YOU DIG YOU DIG �. Exp. 9-3a-05 � �ph�T�•r GRADING �T � A OF_��sHTS. The private engineer signing these plans is responsible for * PREPARED UNDER THE SUPERVISION OF: R.C.E. N0. RO V GH GRADIN PLAN TOLL FREE 1--800--422--4133 accuracy and acceptability of the design hereon,in the event of CIVIL EXP. DATE: 9-3Q-Q5 discrepancies arising after count approval or during construction s \� '' SCALE: AS SHOWN SHEET A PUBLIC SERVICE BY P 9 y pP 9 T � UNDERGROUND SERVICE ALERT the private engineer shall be responsible for determining an [}ATE BY MARK APPR DATE 9rF yF4¢ acceptable solution and revising the plans for approval by the OF CP.�- 4*17 x�Ae ®ATE DATE: MARCH 2003 FOR SYCAMORE CREEK W'O° COUN county. ENGINEER REVISIONS COUNTY THOMAS S. LOVE 1236-001 FILE j M1 CONSTRUCTION NOTES J-Luu D P)/ Va In Tn V CID 4 TRACT CONSTRUCT TERRACE DRAIN A 2932 (6' BENCH) PER DETAIL SH 4W 1� 1 1 -0 - 1 CONSTRUCT TERRACE DRAIN , (12' BENCH) PER DETAIL S /0 _:E� z" r4 LC) V'ZI INTERIM CFD STORM DRAIN L SLURRY FILLED, CAPPED, A P,10NED' P1 @ CONSTRUCT DOWN DRAIN S H'E g 0 IV I '��2--ZZ-_zz If, f"I'7 I" OVNVAXi�-_ < 4 80 120 SCALE 40' V, 7 4 z 7- '(0 it TRAC/T\ Ullm 3 2 r\U % CV JPIR 6F J5. 18 FB V-rBIN 19 I tj 3 fl tR t W "4, I Vi -Z k A YYY# - i 7 777 # �-, �, 7 7r(: �.Q t' r ic; jam%'! / f } _----- .� µ -----._ _..._._.____..._..,,,, `,,- l -,-- `�� ``"..,. 77- it � EtNTIO A I UKM UK U VETS 001 0 BE"MAINT) qlIli �ff�i" \�� CASSIA COURT A Y,�C ' O� in (I . 0 rL S DRM DRAIN 5/23 V it U �j LIMITS El I Lo '-t M '439.2 H 1 ,111 "N' F_ 1395 LLJ 4 II , Z;t LLJ PPI co LLJ 1M /11 11H M LJLJ V) r M \5" STORM DRAIN : ER S;RtET 86Y IMPROVEMENT PLA 14 16' ACCES� ROAD DWY. If TRV�fPIPE 'GATE Ay4tr e I nj ��l PER RCFCD\STD M820 Z if /�� j � -—� � � Jai � `� ,� � I � u'�'�` ----�>� � � �� \� � � �`�`�, __..�_____._.._�---—'�' �� -' 1 � l �� �� P A' i f �� ' -Z cl� LL' U IJL�TE A Im/I 4v-Ir 1 11 NI SEE SHEET 3 BGR 030492 Underground Service Alert NOTE: SEAL A� BENCHMARK: IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET NO. WORK CONTAINED WITHIN THESE PLANS OFESSIO C4 \N ENGINEERING GROUP, INC. IP 040053 SHALL NOT COMMENCE UNTIL AN Is's S. C 13 CIVIL ENGINEERING - PLANNING - SURVEYING DI TWO WORKING ENCROACHMENT PERMIT AND / OR A 40 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 TRACT 29335 2 BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. M TEL (951) 683 - 5234 FAX (951) 683 - 5301 SEE SHEET No. 1 PHASE 1 , 29 39 & F No. C 50993 rn I A YOU DIG YOU DIG (y_ Exp. 9-30-05 M R.C.E. NO. 5Q923 ROUGH GRADING PLAN OF--' -=SHTS. The private engineer signing these plans is responsible for PREPARED UNDER THE SUPERVISION OF: A'T� M TOLL FREE 1-800-422-4133 accuracy and acceptability of the design hereon,in the event of CML EXP. DATE: 9-30--05 , A PUBLIC SERVICE BY discrepancies arising after county approval or during construction SCALE: 1*1=401 UNDERGROUND SERVICE ALERT the private engineer shall be responsible for determining on DATE BYL.MARK APPR DATE DATE FOR W.O. acceptable solution and revising the plans for approval by the OF CN DATE: MARCH 2003 SYCAMORE CREEK 1236-001 C' county. ENGINEER REVISIONS COUNTY THOMAS S. LOVE FILE L L uUL, SEE SHEET 2 7t{ !' ' �1t�� 1 S ��4 i '��t•�} }{ "� a"l .-,� �i � �,, � `« '`. ,i �1 `�,:: 1` ;I� \, � `� \ � `� \ ' \ `'\.-�_--'" ��/��y+ '"`;, � f jf r d ; 0� IN,' 1hi 20' Mu TRAIL EASM ENT ow IM I Fl)�,- 1;y fit CONCRETE BERM /'10 40 20 0 -,---40- 80 120 0 6 SCALE 1$1= 401 1w, —AN-D—STORM DRAIN 0 SECTION A N.T.S. DETENTI STN ETS 4 If Tq B E BY CSA 152 a 5. 2XIIIX,17,11 Lj N (100F I',, ler // \ 1-� ­ �Iue \N ,, ----------- tJ4 tV- ------- /Z /ALL PEF SEPERA J qt , LJ ZZ 3P -XTEN TO R E fA, Atr tc X -7 46-w I 249-33'r----- V10 7 CL 2 P 7 =0 Z V/z x", ------------------ /z f / ,•j l f / � -- \/ 1 rf �� � � � f� �3�/`Y '�D` --,,'` .,o.�- _��_j—/ �� ,r� �� f / f /� � t3� ----,::�-- �,.� `/ cv -�.•-�,_,_.W.._.,�l•�I"._ .,,,�-�, ; LAJ 'Z/ "0 fly 44 z E01, // �+. } �, �' �. � 1 \ 10 , � \. `,,\ � L � � � `'' !`j � r''r �f 1 f,/� r r ��(j r / � � I f ..� j �' , r `� �..,..�-�..,.�� � �n Gk�D X WY y Pt 17�.t/pP.E. OT T RACE , A114- L=6 '�3 R D I /SHEET co NNI L I TE� NAI NCH rcr HEFT 113 _Z 01.5 FL 7 1 /,OUTL COUNTY 8TD. 08 4 A7 1-1 X R C RAIN ITO BE' RRY. F IND ONED 0,01 -t" jq tI U-7, 1 VWN�, QO --6N--7S`H EET 1 N T DETAILS �DETAIL "A H iE-���`--RER 0 F,�-QNCRE R" SEE SHEET 4 BGR 030492 Underground Service Alert NOTE: SEAL CANTY ENGINEERING GROUP, INC. BENCHMARK: IN ME COUM OF RIVERSIDE, CMHORNU SHEET NO. WORK CONTAINED WITHIN THESE PLANS OVESSIO cis CIVIL ENGINEERING - PLANNING - SURVEYING IP 040053 OW SHALL NOT COMMENCE UNTIL AN l,'s S. 4 0 TRACT 29330 3 DIAL TWO WORKING ENCROACHMENT PERMIT AND / ORA 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. TEL (951) 683 - 5234 FAX (951) 683 - 5301 SEE SHEET No. 1 PHASE 1 , 21 31 & F No. C 50993 rn 1 A Exp. 9-30-®5 M OF--!-=SHTS. 0 YOU DIG YOU DIG The private engineer signing these plans is responsible for PREPARED UNDER TRE: SUPERVISION OF: R.C.E. NO. ROUGH GRADING PLAN TOLL FREE 1-800-422-4133 accuracy and acceptability of the design hereon,in the event of CIVIL EXP. DATE: 9-30-0 discrepancies adsing after county approval or during construction /1, SCALE: 1)#=40$ A PUBLIC SERVICE BY acceptable engineer shall be responsible for determining an DATE BY MARK, APPR DATE 0 -1 - UNDERGROUND SERVICE ALERT acceptable solution and revising the plans for approval by the F CIS, A�- DATE DATE: MARCH 2003 FOR SYCAMORE CREEK 1236-001 ICOU county-.----- ENGINEER REVISIONS COUNTY THOMAS S. LOVE FILE LOW SEE SHEET 3 45.81 FL 41r- --\ - I Lo 7 LLJ V) LLJ V) (4() 7z' E-1 0-4 E--4 C�;/ t j i ,, •r,. r' fa ~.�-e.,. �'— • T j lr 'r+"'�v ,.�---'`- ,-__.._ j�7 Ito N'N C} �,- "Qin .% r''"' /fi � f± � � 8F'f � �' / � %s' Gyri J 8p(} { ---_._.-..� � t f'" � 1 / C? 'tl, t�-•e '`t \ �`• `w-.. �� ; l 1 � � 1 � 1 r� '`� �-'�`,/~ '�' ,' •� ,r'' ,,��"r G .'t f ;'1 I � j ��:8 r � J rl �� , a' •.z�' c� �� j �T � �,� - .s„`'� �..-•� � � I f r�� � � ��~'+ f� 'Gv ,,, ,\ �. �; 1 � ,t !S, � ® � S �`�” • / 't I tJ� ,{(' % � t`p � ui r,.- t`"" cXi � � "7 � t /72• 4 'Jul' 0 TE U.J1 I 21 4F9. F 55.83 --vq 'S FS FS f4.0 f �5�1-*�5ft �,19,�0)1 41, 4-U* 173.� P 1 1979 9.0 ZJ/q O'Z Ui 6 40 I sk- -3L 6 ADING LIT5 N, ZZZ y 2-1 (0 SIR L TA K LLJ %-I ki 1,114 L) I At V) s'\ "`"� ti` / .� °_ .__"`w t ''f `. :-,.,,..,. S"a `�,�'" -. , ._.�._ ; _.•,.rte.. .. --_^•--_'" ./ ,-'" / 4 - .,.,..,--._-...�.._.. `__""�.."J✓. pf ""` '`.,,.�``-"---�' r' Lj LLJ to Z-------------- z 7 7 40 2 4\0\\ / L W B P D 030492 Underground Service Alert NOTE: SEAL BENCHMARK: IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET NO. WORK CONTAINED WITHIN THESE PLANS 9,eof E S S i CANTY ENGINEERING GROUP, INC. IP 040053 SHALL NOT COMMENCE UNTIL AN 4�'s S. 4 0 4� 6) cis CIVIL ENGINEERING - PLANNING - SURVEYING TRACT 2933%5 4 DIAL TWO WORKING ENCROACHMENT PERMIT AND / ORA - z 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. No. C 5 rn TEL (951) 683 5234 FAX (951) 683 5301 SEE SHEET No. 1 PHASE 1 , 2, 39 & F 0993 M 1 A jr4 YOU DIG YOU DIG The private engineer signing these plans is responsible for cc Exp. 9-30-05 ;D PREPARED UNDER THE UPERVISION OF: R.C.E. NO. 5Q993 ROUGH GRADING PLAN OF---L=SHTS. TOLL FREE 1-800-422-4133 accuracy and acceptability of the design hereon,in the event of C IL EXP. DATE: 9-30-05 discrepancies arising after county approval or during construction SCALE: 1"=40' A PUBLIC SERVICE BY the private engineer shall be responsible for determining an DATE BY MARK APPR DATE—� UNDERGROUND SERVICE ALERT acceptable solution and revising the plans for approval by the F C DATE DATE: MARCH 2003 FOR SYCAMORE 1236 CREEK '-0' COUN county. ENGINEER REVISIONS COUNTY THOMAS S. LOVE -001 FILEaw SEE SHEET 8 TR. 29335- 1 I j i X \A #•� \ \,,\ h.,� ,,,,tix `e",�. "�.,"� E tt J r.,,,r.,,,r.,,, EES �' t t EY l t: J �\ yrs tCC? PNCT E'`�,, ``, ,-"' "Y�, � � E'�A (^. 1 � E� 9 i I a I? �q er I 1 1 '``.., E� *`' ___'''`,- '",. °t, .f/ pVY ice'"E\ E ,,/ �✓ �``�„ '°r.. I E �E `�.A t�� "�``", � `M"^�` t � ~'^-`�"-�-.. � � t � � � �lf � � � E��`i ��'"� �l �` ,r� ''.^'"/�"�,,""�� ._-. �� \�. `� ��'ix. Jt ! ✓.--�. �� �.� "�`'`,. 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E_ _ "_...._ �- -.��.�E�-:--�..r-�-E,------r�-�- ---�,E�.---==,'"-E-'" ��=_ _ ___.w--,�,_---'y,,,,..---"rEF � �F f`� fl ; E '14 4tZ E . �' E F &9//t / ' _ ' "' _ — r 0 3F �/ �` F5 — '' / % �a /� . ► `L �k0 I ` +f y ' � 2 `tb z _7 6.0- Z11 "I\ J. \ ,4.0 4+ U Z / 0- CD 664 b -�4 1 -- I/ ao t, "N BCR T6 (97. 5A 156-ov/,/' 00 Z 05.6 PE-- 207-.-4-P-.E- rob r)5. X. TI, E, / ''� ,�r"�»''+-,•r`,.-..y., ""'�"•�-'�,=�,�yr,� `\ _��_�,y� t ','^. ••t 3+4b. b k; SEE SHEET 4 PINE MOUNTAIN TERRACE SEE SHEET 6 PACIFIC CREST STREET LEMONGRASS STREET BGR 0304 92 Underground Service Alert NOTE: SEAL ?,OFESSI CANTY ENGINEERING GROUP, INC. BENCHMARK: IN THE COUNTY' OF RMRSME, CALIFORNIA, SHEET NO. WORK CONTAINED WITHIN THESE PLANS S. C E CIVIL ENGINEERING - PLANNING - SURVEYING IP 040053 SHALL NOT COMMENCE UNTIL AN 40 TRACT 29335 5 DIAL TWO WORKING ENCROACHMENT PERMIT AND / ORA 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. rn TEL (951) 683 - 5234 FAX (951) 683 - 5301 SEE SHEET No. 1 PHASE 1 , 2,, 3, & F No. C 50993 YOU DIG YOU DIG w Exp. 9-30-05 OF— 1-4-SHTS. The private engineer signing these plans is responsible for PREPARED IDER THE SUPERVISION OF: R.C.E. NO. 50923 ROUGH GRADING PLAN TOLL FREE 1-800-422-4133 accuracy and acceptability of the design hereon,in the event of CML EXP. DATE: 9-30-0 discrepancies arising after county approval or during construction : A PUBLIC SERVICE BY SCALE1"=40' I UNDERGROUND SERVICE ALERT the private engineer shall be responsible for determining an DATE BY I APPR DATE DATE 0;- FOR 0. Co acceptable solution and revising the plans for approval -,y F DATE: MARCH 2003 SYCAMORE CREEK U M county. ENGINEER REVISIONS COUNTY THOMAS S. LOVE 1236-00 FILE No SEE SHEET 5 Ut I AIL,, tj STORM DRAI", ER D C> ✓ 41b ST EE SEE SHEET 13 IMPROVEM % TR. 29335 i C> lk TR. 35 C> (0 ro 9 .6 1??.5s" IQ i .0 h 43' P-e 2 �1 LLJ LLJ C! 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BGR ' 0492 03 Underground Service Alert NOTE: SEAL �IFESS/ CANTY ENGINEERING GROUP, INC. BENCHMARK: IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET NO. WORK CONTAINED WITHIN THESE PLANS <) ito C 13 CIVIL ENGINEERING - PLANNING - SURVEYING IP 040053 ow SHALL NOT COMMENCE UNTIL AN P�s S DIA TWO WORKING ENCROACHMENT PERMIT AND / OR A TRACT 29330 6 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. rn PHASE 1 , 21 31 & F Uj No. C 50993 TEL (951) 683 5234 FAX (951) 683 - 5301 SEE SHEET No. 1 YOU DIG YOU DIG W_ Exp. 9-30-05 OF-14-SHTS. )ER ST EET P 17M_PR R.C.E. NO. 5092-3-- The private engineer signing these plans is responsible for PREPARED UNDER THE SUPERVISION OF: ROUGH GRADING PLAN TOLL FREE 1-800-422-4133 accuracy and acceptability of the design hereon,in the event of CIVIL EXP. DATE: 2-30-05 A PUBLIC SERVICE BY discrepancies arising after county approval or during construction, SCALE: 1 tf=40P the private engineer shall be responsible for determining an -DATE BY MARK APPR DATE OF cp,\,\,- 16-ac- UNDERGROUND SERVICE ALERT acceptable solution and revising the plans for approval by the DATE'- DATE: MARCH 2003 FOR SYCAMORE CREEK W.O. 1236-OOlDCOU county. ENGINEER REVISIONS COUNTY THOMAS S. LOVE FILE LUERINA STREET YGOLD WAYSEESHEET , 8 i1i \, i11ft `.t4.� n SCD` ✓d o� �Q /�. t'r j` "i 4+ 1 hJ'j Z4{ $ f / I O f/ �' O s'A ® i J�� f P o �. ._ " 1 » 1 tf !� 11 �, / f r 6• C?. �' / _._ +� 1 1 i i f { �� Crg j r 1 i is _ fit t� `+_�' 1 t ` 1\\�1 1 1, ✓ { C� ri % f M J f Y-� M La' o i t i l�+E V} C%j 1 5 36 IU 1.41 t7 11 CONSTRUCTIO NOTES , ,�' �, . q ,, �, �(( a1 : , t , jiIjjri 95.80' C)�l,. i �',1 t 1 4�, 1 1 \ ti\s 47 1 G� " l%Y') r i d " , >� �) )) ! .04 kh �,`°° / ` '� 1 °; !j -- ; 4 85.85' �7 CONSTRUCT NCRETE DRAIN PER D _ H lei , g ! ��o.x1 1 ,' t " /' ij,j ' ��� t �" �y F� r3 % r 4 .. yeti 11 I ��` I i r� r f f j 8 INSTALL MPORARY SEDIMENT TRAP ,PER10- T � . , cu tib AN NDBOOK, DETAIL SC;3 (50 x ! }��� t `'�`�� `; v �� � a� •�` '� r f — J ' �� f �� f { �1 �i � � � y{ %' ��1 �,/' ,-.--^` " '/,,r-�, ,,•'''� r.,,'r,/`'' �,.�;,"-'r,,r' / ? j{ r r rr. t i f /r 1 V .✓ '`.,. /'� ? 7 j� I ,a 11� {r)'� � .-._....._.. -.''-"` t h.` } �� ...' .%" "gid., /'f ✓ ., r'Jr,/' ,1 i! � {Sf� , r' 1 1 �p r' t � j /� ,. \ 1 � 11 /„��,_.--�'�.✓' f..�!:«.«-' / "j 'r,,-�,rr,r',-'/ r' ;/. �' .f `'`.,. �t• T tr /� 1� 1 ) �'� � �^.,, `" �� / 1 � Li. 1. ✓ r w i',J.' ✓ ✓` - f '1 tl f tt .95.49' i t ird e ter':. s 'r / r Trj,q�J �.Li i d »"✓i' '� `"--"'� »'". 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SUITE 110, RIVERSIDE) CA 92507, P.O. BOX 52050 PHASE c� r� p� BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. ® c �99a TEL (951) 683 - 5234 FAX (951) 683 - 5301 SEE SHEET No. 1 t HASE 1, 2, 31 & F LU YOU DIG YOU DIG o: Exp. s-30-o5 � ol-��SFiTS. The private engineer signing these pians is responsible for * PREPARED UNDER THE SUPERVISION OF: R.C.E. NO. 509993 ROUGH GRADING PLAN TOLL FREE 1--800--422®4133 accuracy and acceptability of the design hereon,in the event of CIVIL EXP. DATE. 9-3Q-05 „ ) A PUBLIC SERVICE BY discrepancies arising after county approval or during construction Sj �� SCALE: 1 --40 UNDERGROUND SERVICE ALERT the private engineer shop be responsible for determining an DATE BY MARK APPR DATE ATF t �4 - acceptable solution and revising the plans for approval by the OF CAL DATE DATE: MARCH 2003 FOR SYCAMORE CREEK W`O' COU county. ENGINEER REVISIONS COUNTY THOMAS S. LOVE 1236-001 FILE SEE SHEET 10 4 '4 IM eA V) A b I U_ A j x A'q. N 11 k 1""h X-1 (b A �IjJ Q I V 10 1%0' 40 20 40 1-2p �so (0 V) Trill, SCA ?yl NA.- LLJ 6 LJLJ .0 00, 29335-1 q� li J, P N IG Ilu 6 h'lz h Zzl_ 00. 6, I CIS C"? /4" Illy 9 %31 'CO "T* %P- 1 7- > j p Z"" -V Ji 4q' C%) 4 1 50- 71 IV pA Ln U o o x % V la %A " , . --A -0--eioi. 4� -A x 0- 4:A VP zo ca_ 0 9t on I' /�100 Cd- QT P 771-Z loe 'x (b N, (P �_3 (b LO '00, Li Li V) A-5 �ot V", -4z ...... X\ Lj 11 A LLJ AN SEE SHEET 7 BGR 030492 SHEET NO. SEAL BENCHMARK: IN TH COUWY OF EVEME, CMMRNU Underground Service Alert NOTE: WORK CONTAINED WITHIN THESE PLANS OFESS/ CANTY ENGINEERING GROUP, INC. IP 040053 SHALL NOT COMMENCE UNTIL AN S. 40 Ism CIVIL ENGINEERING — PLANNING — SURVEYING rw% *rRACIn- 29335 8 DIAL TWO WORKING ENCROACHMENT PERMIT AND / OR A 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. TEL (951) 683 — 5234 FAX (951) 683 — 5301 SEE SHEET No. 1 PHASE 1, 21 3� & F ul NO. C 50993 M YOU DIG YOU DIG The private engineer signing these plans is responsible for w Exp. 9-30-05 x PREPARED UNDER THE SUPERVISION OF: R.C.E. NO. 5Q993 ROUGH GRADING PLAN Og7 1 4SHTS. TOLL FREE 1-800-422-4133 accuracy and acceptability of the design hereon,in the event of CIVIL A EXP. DATE: discrepancies arising after county approval or during construction SCALE: 1 =40' A PUBLIC SERVICE BY the private engineer shall be responsible for determining an MARK APPR DATE UNDERGROUND SERVICE ALERT acceptable solution and revising the plans for approval by the 0 F C DATE DATE: MARCH 2003 FOR SYCAMORE CREEK 1236-001-7r-couN county. ENGINEER REVISIONS COUN��j THOMAS S. LOVE I FILE A. _9_3Zw t ���� s �r SEE SHEET 11 16 V ell '09 `+.".-',,',�_�`�,R,-�,��",�c,�"�-.tfr_�"r_��;sf fi-'���`.t`..'i`��,_y-�/�x`°-.�,�`'.�j.",�/.['reJf_'-_`__�t z ms���'' .'[`'i-".F l* vk lqv. 1P 93 -- -28 �A 0. �\ F 5 C0 7;p Ap— 00 W, P C Z�) 0I 00 1 'X &N, V , s GRADING WW.' 4 zC_._�'��.�.,'F^�-'.: X V) K C 5� J V) 1'j Z' CAJ REMOVE BER M LIMITS N SLOPE & TRAIL EASEIVIE V, 1b co % H/4- PER INSTRUMENT 5/17/2002\ LP #0- RECORDED 2002-263%7G IV 11 I 'll t�') -" 1\ '11, J W-t qj --� z ' \ , 'zz) C' ' e' J \7\\ 0- 0. 5 .100, LL PER eA GRADING EASEMENT REMOVE \TE PERMIT BERMPER INSTRUMENT 2962 LIMITS R C E-D-J!�002— Plw \A f 4, - 100, 13 NN N 'k nQ) -:........... ------------- > 09M r� L Too I , I . -- '� " --W. -1-t--NT TR Alt%- z 4 fv ' J 10011�- 5! 'A� . - — ':�) -07 V> BORROW < A[ • ✓ R DI PAD� CONSTRUCTION NOTES 5* it BERM ."- p--^'.-"2°� /'ma"y,,,%,.-,,/'.'°" _ ;r„r_1_.q-moI- '3" �.,J-�r✓�T�/'J�r!r-f�:� 40 20 0 40 80 120 CONSTRUCT CONCRETE DRAIN PER DETAIL "A" SHEET 13 SCALE 1 - 0' (�8) I"ALL TEMPORARY SEDIMENT TRAP PER SEMON Z—Z N.T.S. BANS BMP HANDBOOK, DETAIL SC—3 (50x5 x3 } `0 V h SEE SHEET 7 BGR 3 SHEET NO. Underground Service Alert NOTE: SEALBENCHMARK: IN M COUWY OF RMRSME, CMHOMU ? � CANTY ENGINEERING GROUP, INC. WORK CONTAINED WITHIN THESE PLANS OFESS/ CIVIL ENGINEERING — PLANNING — SURVEYING rim IP 040053 SHALL NOT COMMENCE UNTIL AN I's S 40 TRACI" 29335 9 DIAL TWO WORKING ENCROACHMENT PERMIT AND / OR A 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. No. C 50993 TEL (951) 683 — 5234 FAX (951) 683 — 5301 SEE SHEET No. 1 PHASE 1 , 2, 31 & F YOU DIG YOU DIG The private engineer signing these plans is responsible for ww Exp. 9-30-05 T PREPARED UNDER THE SUPERVISION OF: R.C.E. NO. 5Q223 ROUGH GRADING PLAN OF- 14SHTS. TOLL FREE 1-800-422-4133 accuracy and acceptability of the design hereon,in the event of C IL EXP. DATE: 9-30-05 A PUBLIC SERVICE BY discrepancies arising after county approval or during construction SY MARK 'p, SCALE: Vv=401 the private engineer shall be responsible for determining an DATE '-f \_1 AS-' 1)3 � THOMAS SYCAMORE 1236-001 FILE UNDERGROUND SERVICE ALERT acceptable solution and revising the plans for opprov j APPR DATE F C lk, /" 'e 1� DATE Qr_ DATE: MARCH 2003 FOR CREEK county. ENGINEER REVISIONS COUNTY S. LOVE COURI, L CZ SEE, SHEET 12 c,""i C14 A 02 ......... CD 41, 4-- / X 38 BAND -CF—A I � 4b\ c) PIPE CIQ '0 8C 4&1 C A C� PER 0�) 1�11 AB A 40 20 0 40 80 120 6 V 1-7 A SCA 1 40' X I-r-Ar" S111 V 'k4 -4 1 V "i, z�) V) \TRACT 29 20 1' 5 3 5 Ur !CD, 'CIA 6 ONSTRUCTION NOTES 00 246-0 Z4 4 INTERIM CFD �TDR )RAIN TO BE co WALL PER 244.6 I SEURRY F1 D, G AND ABANDONED SEPERATE PERMIT cy VN 45 A 41. LLJ 01- 04' ' m LIJ 0. 4L d) Z 0� 4 0- %4 1 7 T2.74FL V) V CP 4' \C-% &I > Ai LLJ /41, LLJ TRAC` 320--f\'_' V) V) V i -A FS /A V co 0- _k 14 C.0; e�OA d2_1 0- (c )j WWK A -.00— LAj o- OD 0 I\ LAI0- (V) (V) 4V Lot il 11 X0*6 0- QL w 0� P) 0`/ 10 4(Z* 4(Z' V6 4 4W Q 0- 110. Qi > Q-) 1kV5 AV 0 H7, %001 00, ------ --- ff /1161 (9 142 , V001 A "A f i A x 7 WU SEE SHEET 8 B" GR 030492 SHEET NO. Underground Service Alert NOTE: SEAL ESS/0 CANTY ENGINEERING GROUP, INC. BENCHMARK: IN THE COUNTY OF RIVERSME, CAUFORNIA WORK CONTAINED WITHIN THESE PLANS S. CIVIL ENGINEERING — PLANNING — SURVEYING IP 040053 SHALL NOT COMMENCE UNTIL AN TRACT 29335 10 DI TWO WORKING ENCROACHMENT PERMIT AND / OR A 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 BE RE DAYS GRADING PERMIT HAS BEEN ISSUED. TEL (951) 683 — 5234 FAX (951) 683 — 5301 SEE SHEET No. 1 PHASE 1 , 2� 3, & F No. C 50993 m I A. YOU DIG YOU DIG The private engineer signing these plans is responsible for w Exp. 9-30-05 PREPARED UNDER THE SUPERVISION OF: R.C.E. NO. 50993— ROUGH GRADING PLAN OF__L__1_SHTS. TOLL FREE 1-800-422-4133 accuracy and acceptability of the design hereon,in the event Of CIVIL EXP. DATE: 9-30-0 A PUBLIC SERVICE BY discrepancies oritsing after county approval or during construction SCALE: 1 11=401 ning an ___APPR__T_DATE UNDERGROUND SERVICE ALERT the private engineer shall be responsible for determi i DATE BY MARK acceptable solution and revising the plans for approval by the F GN DATE DATE: MARCH 2003 FOR CO county. ENGINEER REVISIONS COUNTY E THOMAS S. LOVE SYCAMORE CREEK W.O. 1236-001 FILUML!p Z T 12 ~� �`\� �, tfy";" `.-, ✓`,�f'" /"�,� � ��y�/`P� � ,r'� ✓' ./ ���`1r'�.. � \4 ff '�.`'C1�..�,,j `�t`l� �'; t it i "� ''1� `l t f'/Y`� 1 `\ \ i cb 56k. S'. ✓ CD "A C0 0 W CD IS I C) ,N, $1,> Qj Q!i '-, '0 k�k oo� "A LLJ '0/ "A 0- V cz) M (z5 'A V "I I �AQ�R in 111v '00yD I i 91 IN,YILrl !D1 -`4 ........ I 'K V ♦ ♦ NN h- "'Itu 10- e-- (,--GRADING LIMITS P::A , I \1 --1 \ II, '� i \ "'WN, IL -::a-<r -/ T— a 2i 71 22 1 24 'A Y` 7,711 Q� 23 -------------I 0S 28.9, -L--�8o -4- 0 'C" "A VOR X 0 A\)' CT IN B WD V2, IN IN __j V— X, RON>1 0- V C� 3\f, J-3 "s / Z)T (0c) P�A > XV, W c NODS 00' 0) AASAA -C� "Ob r LLJ Z' y V) X LLJ V) Ca A A -GRADING LIMIT,,i —Ck 0 P 'A oz� SLOPE & TRAIL EMENT Off, PER INSTR ENT 5 40 20 0 40 80 1201 i 0. 2002-2 dol CI-5 SCALE 1 40' N� Wo Q Z G ING EASEMENT co PER STRUMENT 57�2002// -R—EC 2002-263�,' 0 N\ N, SEE SHEET BGR 00492 Underground Service Alert NOTE: SEAL OFESSIO CANTY ENGINEERING GROUP, INC. BENCHMARK: IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET NO. WORK ?� CONTAINED WITHIN THESE PLANS C 113 CIVIL ENGINEERING — PLANNING — SURVEYING TRACT IP 040053 SHALL NOT COMMENCE UNTIL ANDI TWO WORKING ENCROACHMENT PERMIT AND / ORA 00SU10, RIVERSIDE, CA 92507, O0 29335 BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. PHASE 1 , 21 31 & F No. C 50993 TEL (951) 683 5234 FAX (951) 683 5301 SEE SHEET No. 1 YOU DIG YOU DIG M Exp. 9-30-05 ;V OF-14SHTS. The private engineer signing these plans is responsible or PREPARED UNDER THE SUPERVISION OF: R.C.E. NO. 5Q993 ROUGH GRADING PLAN TOLL FREE 1-800-422-4133 accuracy and acceptability of the design hereon,in the event of CIVIL EXP. DATE: 9-30-05 discrepancies arising after county approval or during construction, SCALE: 1 11=40$ A PUBLIC SERVICE BY the private engineer shall be responsible for determining an DATE BY MARK APPR DATE '4 4. !Z: FOR UNDERGROUND SERVICE ALERT acceptable solution and revising the plans for approval by the OF C NO DATE Z- 6t C) DATE: co ENGINEER-------]------ COUNTY IE county. REVISIONS THOMAS S. LOVE MARCH 2003 SYCAMORE CREEK W.O. 1236-001 j'F'LU 2Nqj- Irq N Qz) t X_ X V .01 ILI_ 4 cv T N \X, k \j 11 J� xl� Z TRA 2"' 20-F --f-46G0 40 80 12�N Cq CS ! 11 ZX ig N, SCALE 1 40' &? kis xx cD 10'xi AIN i IbN t GRADING PER TV. L BGR 010012 1 7 1�v Z 00 oo N I lr� EINE 1 PGF2- F5 S1. PLANS 47 �j A 611N 21 A. V. C) AI V, rb if 1�es V 1,3 .46.0 a- b1\1- 1�es 44-6 42-13 ?'E' 4 el 4`1-58 J) 4 C) IiZ V6 ra 01 �T 0 1101, V\\ \A LLJ V` CA. LLJ X-3. 1� 01 ,i 0. Vp I X FS V) LP P LLJ D LLJ L V) s�) 'K 0 iv 'K 0� %A vs J e).% /V (011-les --GRAQING LIMITS W 0: zg P, OD ir L4 X 7 aj AW < S. 01 (U IIAJI �a , v 0 lz::) I —L, 418C C.) '00*0n, (V5 Ses fa C%j 4V C\? _0 %P. cr� SEE SHEET 10 SEE SHEET 11 G 030492 Underground Service Alert NOTE: SEAL ?,pqrESSjO CANTY ENGINEERING GROUP, INC. BENCHMARK: IN THE COUNTY OF RNERSIDE, CALIFORNIA SHEET NO. WORK CONTAINED WITHIN THESE PLANS IP 040053 SHALL NOT COMMENCE UNTIL AN 'IV S�.s S. CE CIVIL ENGINEERING — PLANNING — SURVEYING � CT 4DIAL TWO WORKING ENCROACHMENT PERMIT AND / ORA 0 29335 12 rn 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. TEL (951) 683 - 5234 FAX (951) 683 - 5301 SEE SHEET No. 1 PHASE 1 , 21 31 & F No. C 50993 M YOU DIG YOU DIG Exp. 9-30-05 ;V R.C.E. NO. 5Q293 ROUGH GRADING PLAN OF_14-SHTS- The private engineer signing these plans is responsible for PREPARED UNDER THE SUPERVISION OF: TOLL FREE 1--800-422-413'.5 accuracy and acceptability of the design hereon,in the event of CIVIL EXP. DATE: 9-30-05 A PUBLIC SERVICE BY discrepancies arising after county approval or during construction, DATE BY -�m APPR SCALE: 11$=40P the private engineer sholl be responsible for determining an UNDERGROUND SERVICE ALERT --7- =DATE 0 ic, acceptable solution and revising the plans for approval OF CNV THOMAS S. 46&1 DATE DATE: MARCH 2003 FOR SYCAMORE C W.O. 1236-001 FIL N county. ENGINEER REVISIONS COUNTY No P VARIES P I L PjL 2' 2' CONST. UNDER SIDEWALK R 5' NO.3 REBAR NO.3 REBAR VARIES 2' 5' 1 �' DRAIN PER CO. STD. 308 } 1% i_ !- 2 CURB Rfw 12" C-C {MAX} 6" C-C {MAX) 16 4 PE 2' PE 5 TRANSITION V-DITCH TO 1.0' TO 1.5' _{ PAD . # L.'�t 1 fit, # t:t-' �, Zf UNDERSiDEWALK DRAIN t 3 -i I`< -4 --.1{ __ PROPOSED GRADED- TRAIL (TYi�•) PAD -�% " " r CONTRACTOR TO CONSTRUCT " r».► _i 6,> T 6X6 -W1.4 X W1.4 W.W.M. 2:1 SLOPE REAR LOT BERM FOR .* d- i t I lam} t VARIES _ ALL EDGES TO BE PAD MANUFACTURED SLOPES , . a ' A'• ' ' � =' 2:1 MAX TRIMMED AND SMOOTH a IN EXCESS OF 5 VERTICAL 1: ' E ``--SEE DETAIL "A" • DRJIEC �1'.:$ HEIGHT. > PAD =ry .S - -- =11. w ��I; �. TYPICAL EROSION CONTROL I,,r A SEE SHEET 5&6 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. VARIES VARIES___ _ 5' 20' TRAIL VARIES 5' 5' P/L3, P L P �, L33' EXISTING 5.5' WALL PER OTHER PLANS JGROUND 5.5' WALL PER OTHER PLANS 63, ___ 20' TRAIL EASEMENT TRACT BOUNDARY 5.5' WALL PER OTHER PLANS 4 2 R ,VARIES, 20' TRAIL 4' PR1ti �_; Illli= ,f ; \� � i � _ P L i% I - 20' TRAIL 4' I ' �, . �`= SPC tif_ ;;, tl��,=i,, j --.-- I VARIES (y �° 1 4 3 4' EQUESTRIAN FENCE ? 1 _3�_ _ ---- I t PAD -f �„,,.-. ..-- ......... �.. .��. - . #-{ 1 EXISTING GRQUND ? 1-#E _ f 4 _ " " ..ems"!'3 f 3 i- j } _i( i -;�-i i i-.T J..!...:., �• ��, ��``-SEE DETAIL A PAD _ 1 ; ti-EXISTING GROUND f ' �" �{ . PAD ` ` -- �- -"" � _ SEE DETAIL "A" - -,,, , = PAD ` EXISTING GROUND IR-IR _ \, .f--- -SEE TOE N.T.S. SEC'�IQN F F DRAIN DETAIL N.T.S. N.T.S. ' --- SEE DETAIL "A" N.T.S. 5' P 3' S' RE-BARS TO BE , 6' . �i P/L DETERMINED BY 1" 2.5 2.5 20 2, 3' P/L 5.5' WALL PER OTHER PLANS 6 t r ENGINEER PAD _ I f 50 HINGE ' =_ tr�t� PAD ; fg1- � t ;t, 1 •-' 2. '� [I§ _�11 , t � ,ii DlVERTER SPLASH WALL POINT 20 TRAIL , =f ?� PER PLAN 1% PAD , � t f?E- I -_ ro 20' TRAIL �t 5'X1' BERM *BERM TO BE CONSTRUCTED FOR `Z _ INTERNAL REAR YARD FILL SLOPES OVER 5 6"X6"-W1,4 X W1.4 W.W.M. 1 1 . - HIGH. BERM TO BE COMPACTED IN PLACE " " TO A MIN. OF 90% RELATIVE COMPACTION, - , 11. L EDGES 70 BE 6X6 -W1.4 X W1.4 W.W.M. '�°# TRIMMED SMOOTH 4 2� ALL EDGES TO BE EXISTING GROUND ff= B TOP QF am B TYPICAL AM WDATV DTRIMMED SMOOTH TDIM DIM N.T.S. N.T.S. BENCH N.T.S. N.T.S. SEE DETAIL "A" R/W C/L R/W 12 TC VARIES R/W 20' TC VARIES R/W 5' 20' VARIES 25' OR 30' VARIES 25' OR 30' 20' 2.5' 2.5' 9 OR 10' 9 OR 10' VARIES TC VARIES VARIES TC VARIES HINGE 15' 15' 9' OR 10' 16' OR 20' 16' OR 20' 9' OR 10' 15' POINT FS PLANER PA PAD FS PLANER o E61) 21i �' (D2% TC PER Lo :� ` "� LAN PAD CD ...-- � LO UQ ALL EDGES TO BE �``=`=-i=1-=� {=`i! � ° ; ; j1rf;I ,( 3 TRIMMED SMOOTH 1^6"X6"-W1.4 X W1,4 W.W.M. Lq t-t 3}--;,: 3# =--, t - TC PER _ _ PLAN I=17717=, i f: i M RQUGH om amSECTION TYPICAL MUMDEM D TYPIC. EM Y QN Y SE QN N.T.S. (12' BENCH) N.T.S. N.T.S. N.T.S. .-- CONST. 6" WALL FOR TRANS. FROM 4" BELOW FLOW LINE TO TOP OF DRAIN 5' NOTES. P L, 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE STRENGTH AT 28 DAYS OF 2500 P.S.I. 3 CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 MIN. OF THE UNIFORM BUILDING CODE. CULVERT PER DETAIL "C" i IMP'S PER PROP. R/W 5.5' WALL PER OTHER PLANS 2. REINFORCING SHALL BE 6"X6"-W1.4XW1.4 WELDED WIRE MESH (W.W.M.) OR APPROVED BEGIN ST. IMP. PLANS Y _ EQUAL. 2-2.5' 2-2.5' TOP -' V-DITCH PER DETAIL "A" 12 6' 1 - # - VARIES VARIES TRANSI5' TO OPEN SPACE d--- \ 21 #Ii44�-!� dµ-=�<'�r � 0,-2, � 5' '=`# _ l a „ 3' " " �,_ _ �, CULVERT C&G 10' VARIES 9.5' 2.5' _ PAD 4 4 Z 12 BEND r- `fj_ CONST. 6" WALE, FOR EXISTING GRADE 2 SEE TERRACE "' TRANS. FROM 4 BELOW % FL FLOW LINE TO TOP OF DRAIN - DRAIN DETAIL _ _ TRANSITION � 1 I v !i=ce 11 I I o- 6' BENCH #m �{�j Igo#t, E~- SEE TRANSITION #4 BARSONS CROSS SECTION DETAIL 2% N.T.S. {i E _; \ /�`�`-SEE TERRACE �+ _ DO pl:-DRAIN . TAIL #I I, 3 i ; # �I, DRAIN DETAIL �" 12' BENCH 4 BARS Z 1-�-I HEREON "' U IMP'S PER EXISTING GRADE SE ON K-g SE ON Z"-Z ME& DM DRO DETAIL OAM DETAIL MS 3824 IP 01001 N.T.S. N.T.S. N.T.S. N.T.S. CONSTRUCTION NOTES CURB OUTLET PER RIV. COUNTY STD. 308 BGR 03'10492 roun Under d Service Alert NOTE: SEAL BENCHMARK: IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET" NO. Underground WORK CONTAINED WITHIN THESE PLANS pRo�Ess,®/, C CANNY ENGINEERING GROUP, INC. IP 040053 SHALL NOT COMMENCE UNTIL AN ���� �s S. 44/ CIVIL ENGINEERING - PLANNING - SURVEYING 13 DIAL TWO WORKING ENCROACHMENT PERMIT AND / ORA ��o oLF TRACT 2933;5' 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. 0 Na. C 50993 M he private engineer signing these plans is responsible for TEL (951) 683 - 5234 FAX (951) 683 - 5301 SEE SHEET No. 1 PHASE 1 , 2, 31 F YOU DIG YOU DIG o Exp. 9-30-05 PREPARED UNDER THE SUPERVISION OF: R.C.1E. NO. 50993 ROUGH GRADING PLAN OF-14 SHTS. T * TOLL FREE 1--800-422-4133 accuracy and acceptability of the design hereon,in the event of CIVIL EXP. DATE: 9_30-05 , A PUBLIC SERVICE BY discrepancies arising after county approval or during construction s� ��P SCALE: 1 =40 UNDERGROUND SERVICE ALERT the private engineer sholl be responsible for determining an DATE BY MARK APPR DATE 9TH ���0 DATE 2--16- (SS III FOR W.Q. COON acceptable solution and revising the plans for approval by the �F CP DATE: MARCH 2003 SYCAMORE CREEK3L 2 county. ENGINEER REVISIONS COUNTY THOMAS S. LOVE 1236-001 FILE N17 4* RIVERSIDE COUNTY EROSION CONTROL. NOTES 1 EROSION CONTROL SYSTEM SHALL BE INSPECTED AFTER EVERY RAINSTORM. EROSION CONTROL PLANS 2 DAMAGED AND/0R DISPLACED SAND—BAGS SHALL BE REPLACED IMMEDIATELY, 3 SEDIMENT SHALL BE REMOVED FROM PONDING AREAS WHEN IT REACHES SIX INCHES IN DEPTH. 354 BURLAP SAND—BAGS SHALL NOT BE USED. 5 SAND—BAG MATERIAL SHALL BE POLYPROYLENE, POLYETHYLENE, OR POLYAMIDE WOVEN FABRIC. MINIMUM UNIT WEIGHT TO BE 4 OZ/S.Y. MULLEN BURST STRENGTH TO BE 300 P.S.I. MINIMUM. ULTRAVIOLET STABILITY SHALL 4 �'' ► j , �` O 1 I EXCEED TO 70 PERCENT. r 6 THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE MINIMUM. THE 1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING STORM DRAIN SYSTEMS FROM SILTATION DURING CONSTRUCTION UTILIZING ADDITIONAL PROTECTION IF NECESSARY I 7 ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS 40% 8 AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS, AND BASINS. r 1 — 9 GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE DIRECTED TOWARD DESILTING FACILITIES. D Try P, 10 THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 7 B `, o � W - ` NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE r ./,f° , � ,�_. �-- IMPOUNDED WATER CREATES A HAZARDOUS CONDITION, " f I CONSTRUCTION NOTES f ,.. 4 � ® INSTALL CHEVRON SANDBAGS PER DETAIL "A" ® INSTALL FIBER ROLL A TYP. f _ B TYP.I 1 A P,. ► C CONSTRUCT CONSTRUCTION ENTRANCE EXIT STABILIZER PER DETAIL "C" P. 11.. t \ D INSTALL SILT FENCE PER DETAIL "D" INSTALL CHECK DAM FOR TERRACE/V—DITCH DRAIN PER DETAIL "E" 0 INSTALL TEMPORARY INLET PROTECTOR PER DETAIL "B" TYP INSTALL INLET PROTECTOR PER DETAIL „F„ r � LEGEND A TYP. . HYDROSEED STREET "GUT SECTION" PER ROUGH GRADING PLAN SECTION "W fid" E TYP. B .. LEVEL ^— 1% ce MIN 1 % MIN «i -� - •. B TYP. RCP AT DOF IPE FUTUREE TYP. SITE M SECTION »Y» »Y,�� ,. CATCH BASIN "TINPWH STLEf, N.T.S. P SCALE 1 =100 E TY . PER CALTRANS. STD PLAN D75 TYPE OMP 1 % M I N B TYP, TEMP 18" CSP. i8" B TYP. �- PROPOSED CURBa & GUTTER IN. r as sa ROUGH - FLOW GRADE DETAIL 3�Cp _____._ ..— V— }9 9 N . T. S CONCREi E _ �, v DITCH OR SCALE 1 -200 o ec TERRACE DRAIN LOW POINT IN » sa as as E TYP. �' VV) SAND BAG BERM SECTION YV VV w w N.T.S. PLACE 5 2 ROWS OF SANDBAGS PER CALTRANS ,. DETAIL CD40 'STORM DRAIN INLET PROTECTION' 1A f9 V .... WOVEN FABRIC . 18 R2°' �rr�, SANDBAG FILLED 8' MIN MIN. Q �p WITH COARSE SAND 4" PVC BETWEEN ROWS OF SANDBAGS �,,' C�a —MIN 4O LBS. PER LAYOUT AS FLOW x ROUGH ����`�� o � ______ _._____� SHOWN, GRADE 2 0°O � ® g B TYP. CA 170 t,Qo H BA IN CHEVRON SAND BAG— DETAIL 48" MIN. �, �° �� _ � DIRECTION�,;�--.-- DIRECTION OF FLOW LOCAL EPRESSION OF FLOW N.T.S. as as FILTER FABRIC _ "1"X"2"STAKE WOVEN FABRIC """ CONCRETE V—DITCH AFIBER RO CROSS FACE DETAIL A as as as FILTER FABRIC MATERIAL SANDBAG FILLED OR TERRACE DRAIN OF INLET SECTION !\ -- !i 1' TO Y COARSE USE WIRE RINGS OR CLIPS WITH COARSE SAND W EGRAM TO ATTACH TO STAKES. —MIN 40 LBS. DETAIL E N.T.S. SANDBAG BARRIER CATCH BASIN PROTECTION STABILIZED CONSTRUCTION ENTRANCE* TC RD AEN NOT TO SCALE *STABILIZED CONSTRUCTION ENTRANCES SHALL BE BUILT WHERE / 00 DETAIL "B�� SUBGRADED STREETS MEET EXISTING PAVED STREETS POSSIBLE LOCATIONS � \2/1 `` ` �t FOR THIS BMP ARE SHOWN ON THIS PLAN, AND SHALL BE C0NS7RUC7FD "I AND REMAIN IN PLACE UN71L STREETS ARE PAVED. 'R A SE TO GROUND WITH EARTHEN MATERIAL 10' DETAIL aacas TEMPORARY SILT FENCE DETAIL N.T.S. N.T.S. DETAIL"D* -"'60492 PLACE TEMPORARY FENCE PER PLAN(SEE DETAIL HEREON)FENCE TO BE BGR O3 REMOVED ONLY AFTER HYDROSEED HAS GERMINA"FED. Underground Service Alert NOTE: SEAL BENCHMARK: IN THE COUNW OF RIVERSIDE, CALIFORNIA SHEET No. WORK CONTAINED WITHIN THESE PLANS pRofESS1QNC113 CANTY ENGINEERING GROUP, INC. IP 040053 ._ SHALL NOT COMMENCE UNTIL AN w��a ,APs S. t qI�, CIVIL ENGINEERING — PLANNING — SURVEYING /�"� T 29335 DIAL TWO`WORKING ENCROACHMENT PERMIT AND OR °LF ti TV 4 f z 2010 IOWA AVE. SUITE 110, RIVERSIDE, CA 92507, P.O. BOX 52050 SEE SHEET No. 1 ¢® BEFORE DAYS GRADING PERMIT HAS BEEN ISSUED. PHASE & You DIG You DIG E"�P; TEL (951} ss - 5234 FAX (951) 68 - 501 OF_� SHTS, The private engineer signing these plans is responsible for * * PREPARED UNDER TIJIiE SUPERVISION OF: R.C.E. NO. 50993 ROUGH GRADING PLAN TOLL FREE 1-8001®422®4133 accuracy and acceptability of the design hereon,in the event of CIVIL EXP. DATE: 9-3Q—Q,5 A PUBLIC SERVICE BY discrepancies arising after county approval or during construction I I Isr ,�a�Q SCALE: AS SHOWN UNDERGROUND SERVICE ALERT the private engineer shall be responsible for determining an DATE BY MARK APPR DATE ATF �F acceptable solution and revising the pians for approval by the QF GN DATE DATE: MARCH 2003 FOR SYCAMORE CREEK W.O. ' COU: county, ENGINEER REVISIONS COUNTY THOMAS S. LOVE 1236-001 FILE N