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944i_sppA t. A to W Q' W Z I INDEX MAP SCALE: 1 "=100' 100 50 0 100 200 300 L9 Q -Z ;L5) q,- 0 Sl 0 IAchi W j Z I � TRACT BOUNDARY 1 r , HIGHWAY 74 O� 0=60.4cfs f 41 FG; 'i'/7l iI MAINT. BY Atli TRACT BOUNDARY S. Fes.._ n 8 43 m rIr 42 i� 1 l , 41 k -TRACT BOUNDARY a O 40 01 39 0 F_ 38�� z 3 -. , Z 37 35 1 74 o N N VICINITY MAP T.5S, R2W. SEC. 29 N.T.S. ABBREVIATIONS LIST GRAND AVENUE FLOW LINE BCR 9TH AVENUE BLVD ui ui TOP OF CURB 0 TOP OF A.C. DIKE CF w ,,' JSITE 0 GRADE BREAK w �� R/W w N5F RR 3 TYPICAL FS FINISH SURFACE FG BC EMVYD i", • � SIMPSON ROAD END OF CURVE EP PRIMARY' 0 SECONDARY DELTA ACCESS J ACCESS A.B. AGGREGATE BASE INTR. INTERSECTION PRC POINT OF REVERSE CURVES PI VICINITY MAP T.5S, R2W. SEC. 29 N.T.S. ABBREVIATIONS LIST FL FLOW LINE BCR BEGINNING OF CURB RETURN ECR ENQ OF CURB RETURN TC TOP OF CURB TD TOP OF A.C. DIKE CF CURB FACE GB GRADE BREAK q CENTERLINE R/W RIGHT OF WAY TYP TYPICAL FS FINISH SURFACE FG BC FINISH GROUND BEGINNING OF CURVE EC END OF CURVE EP EDGE OF PAVEMENT © DELTA A.C. ASPHALTIC CONCRETE A.B. AGGREGATE BASE INTR. INTERSECTION PRC POINT OF REVERSE CURVES PI POINT OF INTERSECTION PRVC POINT OF REVERSE VERTICAL CURVES INTERSECTION VC VERTICAL CURVE BVC BEGINNING OF VERTICAL CURVE MVC MIDPOINT OF VERTICAL CURVE EVC END OF VERTICAL CURVE RCTD RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT -- SITE BOUNDARY -- STREET RIGHT OF WAY - CENTERLINE LOT LINE - — — - EASEMENT LINE A.C. PAVEMENT A.C. OVERLAY 0-e STREET LIGHT FUTURE STREET LIGHT BY OTHERS STREET TREE 71.0 PROPOSED FINISH GRADE (71.0) EXISTING GRADE -► DIRECTION OF FLOW LOT NUMBER - - - - - PERIMETER BLOCK WALL � f a •••••••,•• -„ __...- _. -_._—mrtnv. o...i.v .,,,•. JIM(—JVIV Fi V/"1V _ _—__ _��.._. •".,•••• •,, •••.,•••, _ _ ._'- ._._-.____._ ___._.....__._._.__. _....�.... _.. ®_..,_._ .. _ .....,_.-.__.._,_____ ACCESS r DL > ACCESS ;: I _ __ SKEET- S Q Q Z d Z LLJ ©, �,� Q i G ALERT m.� vI ; UJ I �c�a Avg. aanP v�cA�lr _ CALL: TOLL FREE �[>(� "d ��� n� �, ��� �� �,.r,@ij.�', �s� NDEX OF SHEET �s � � � .�,��;� C2. � �d L��rC � � -�, �, �G E � ` ��� �u,"�i��,.CICL G�I G�.�:���_� - 1�}O�7 SHEET NO. (S) DESCRIPTION v12 1-2 TITLE SHEETS #44 227-2600 3-16 PLAN AND PROFILE 1-2 SIGNING AND STRIPING Q1 STREET LIGHT TWO WORKING DAYS BEFORE YOU DIG! giCC�O�� 1-8 STORM DRAIN i LANDSCAPE PLANS 4 GAnnAc SHEET NO. NOTE: ._ .-.-_-. ____w SEAL—COUNTY SEAL—ENGINEER BENCHMARK: TRACT 30989 IP NO �-r-,r J _.w..._. � e--,.� COUNTY OF RIVERSIDE i ' ,,.-----,.,' W.J. ar j � T�'' -� ��[ j -� INC. WORK CONTAINED WITHIN THESE PLANS SHALL - ---_ _. _ __ _ ,R E SS; N y �QF E SSI© 1 i . e1 .. M C Ii E E V E , L N l_ � CO_ ._ .__......,._w.. TRANSPORTATION DEPARTMENT /< RIVERSIDE COUNTY BENCHMARK T NOT COMMENCE UNTIL AN ENCROACHMENT — — __-_,_ _ _ _ _._,_ CIVIL ENGINEERING INEE RING COI N i 1 I E 1. PERMIT AND/OR A GRADING PERMIT HAS ` a 3 ALUM. DISK ON TOP OF CONC. POST „ „ -- BEEN ISSUED. + c.;I i` p\y lld r ,r G Z .. AP O) 131' � � �- STAMPED M -12—B RESET 1982 SCHEDULE A _ ___ _ _.____ j 1NdM "�-Z219 �ZeY• Gi �. N2 �— - _- ____._.. __ 1 L r' Y t w r" ` SOUTHEAST CORNER OF LEON ROAD 11 t No. 3:3951;_ a No. 22502 AND SIMPSON ROAD TITLE SHEET THE PRIVATE: ENGINEER SIGNING THESE PLANS IS RESPONSIBLE _ 6•� t�G\wed �a� iI�� �'Gji'fi I(oA �(o�r �'" �I I FOR AssuRlNc THE ACCURACY AND ACCEPTABILITY of THE DESIGN/ ¢>���J1 ----- _........._........_._._. ____.._.__.�..._...--� ,i \ f` �' �," ` � ,p� �— -.. ELEVATION=1457.%2x , � QF SfIEET5 e 3 ` �+ s PREP R) BY; R.C.E. NO. 22502 Y �" ._ _......_.__ . - FOR: W.O. « �. COUNTY APPROVAi< OR DURING CONSTRUCTION, THE PRIVATE ENGINEER -MARK BY DATE I APPR. DATE , , �`1-�,� t'g � l.�,f`,4, j.' �,---�,,.. ,� ,,��" --....-.' �j„`�, � V t. Y,� �.�, ,..._ _........... M1 d SHAM.. BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOL.0 - � REVISIONS t .—.---____,.. .ej e.,„ _ .-"' � ,� x„�.,/iw�"„-^^"•"' � FILE �0 r �� R"t 9 _._ ' SCALE: TION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENCrINEER COUNTY J/ Al_'X:%� f?� f AL Yg. -- - -- - DATE: G''�_ .__ GRIFFIN COMMUNITIES F - = RECOMMEND D DATE �= W IA McKEEVER B' �'' r in WILY FUTURE S'LY R/W VARIES 118.10' TO 129.18" R/W �_ . . _ _ _ 2L_ 30' EX, S'LY R/W EXISTING �, _._ VARIES 59.10' TO 70,18' 59' ? 0.1' FINISH - --- FINISH a � j SURFACE 21_' � VARIES 38.07' TO 49_20' � 38' ,---__-� 21_ _ r 16' - 5 VARIES .. 23 f TO 36'2 13.36'ET 8'± TO 30'f ARIES LANDSCAPING' MIN. (} 28'±;, ' 2' MIN. 2' 14.17 1O't ' /4^ 10 -�yl 1.09% TO d.39% TO 10 OVERLAY DETAIL 3. Mp d' R OVER1 29% 2- 3'L% SLOPE N.T.S. 2% SEE DETAIL LEFT `•_'/``• s`i _ •�-EXISTING PAVEMENT'' ``--FUTURE IMPROVEMENT BY OTHERS PER 927UU h PROP. GAS LINE PROP, ELECTRIC LINE TYPICAL SECTION - PROP. TELEPHONE LINE SIMPSON ROAD 4 JOINT UTILITIES TRENCH STA. 60+26.52 TO STA. 62+01..74 TI = 9.0 PRELIMINARY "R" VALUE = 40 RIVERSIDE COUNTY STANDARD NO. 93A (MOD) N.T.S. WILY FUTURE S'LY R/W 118' R/W EX. SLY R/W � 30' 59' - 21' VARIES 38' TO 40.50'38 21' ------------ .... . w __ r ---- --- ....... ......_. I 10'-15' 5' TO VARIES VARIES VARIES VARIES + LANDSCAP5.5' 21'2 TO 25.5 5'f TO 17'± 8 � TO 26.5t - TO 29.8'f , 2 f 2' MIN.1 4" VARIES __ 10 2 11.5' 3-7 SLOP 0.5' TO 6' OVERLAY d.ST%Td 015% T0 2% SEE DETAIL LEFT `j `EXISTING PAVEMENT'' -FUTURE IMPROVEMENT BY OTHERS -PROP. GAS LINE PER 927UU 4 , PROP. ELECTRIC LINE PROP. TELEPHONE LINE TYPICAL SECTION JOINT UTILITIES TRENCH SIMPSON ROAD STA, 63+20.13 TO STA, 73+50.89 TI = 9.0 PRELIMINARY "R" VALUE = 40 RIVERSIDE COUNTY STANDARD NO. 93A (MOD) N.T.S. N'L.Y FUTURE S'LY R/w1 R/W - -- ----------------18' 30'EX. S'LY R/W 59' 59' k 10 -15T _V_AR_iES .__... VARIES VARIES VARIES _ ._ , LANDSCAPING 5.5' 23'2 TO 25'f 15'2 TO 8'f TO 30'2 TO 28'2 ' 2' MIN. ' 2' 13'2 10'2 -- 1/4" _VARIES 10 RR OVERLAY 1.43% TO 1.69% TO J• i M, ! E 0.5 TO 6' 2.69% 2. 9- �Y 13SLOP j " _`-SEE DETAIL LEFT j`� - ✓� 17 EXISTING PAVEMENT FUTURE IMPROVEMENT BY OTHERS'; PROP. GAS LINE `=t PER 927UU �°l\ -PROP ELECTRIC LINE C CONSTRUCTION NOTES AND QUANTITIES REF. CONSTRUCTION NOTE QUANTITY ASPHALT CONCRETE 7,194 TONS CONSTRUCT 0.29' A.C. OVER 0.50' CLASS If A.B. CLASS 2 AGGREGATE BASE 6,125 C.Y, ASPHALT EMULSION (FOG SEAL/PAINT BINDER) 12 TONS 2 CONSTRUCT TYPE "A-6" CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO, 200 18,403 L.F. �3 CONSTRUCT TYPE "A-8" CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO. 201 2,024 L.F. �4 CONSTRUCT TYPE "D" CURB (6" CF) PER RIVERSIDE COUNTY STD. NO. 204 332 L.F. �}5 CONSTRUCT 4" THICK CONC. SIDEWALK PER RIVERSIDE COUNTY STD, NOS. 400 & 401 63,071 S.F. STANDARD 16' RESIDENTIAL P.C.C. DRIVE APPROACH 32,640 S.F. 6 CONSTRUCT HANDICAPPED ACCESS RAMP PER RIVERSIDE COUNTY STD. NO. 403 CASE A 30 EA. 7 PLACE STREET SIGN PER COUNTY OF RIVERSIDE STD. NO. 8`16 12-W 1221 r ]222 18 EA, 120 VOLT, 55 WATT L.P.S. 8000 LUMEN STREET LIGHT 52 EA. 120 VOLT, 135 WATT L.P.S. 22500 LUMEN STREET LIGHT 7 EA. STREET TREES 284 EA. 8 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD. NOS. 209 & 209A 6,125 S.F. .._ _. - -.................. ASPHALT CONCRETE 1,614 TONS 9� CONSTRUCT 0.42' A.C. OVER 0.50' CLASS If A.B. CLASS 2 AGGREGATE: BASE 949 C,Y, ASPHALT EMULSION (FOG SEAL/PAINT BINDER) 2 TONS 10 SAWCUT EXISTING EDGE OF PAVEMENT AND PROVIDE 2' WIDE 0.1' MIN, A.C. OVERLAY 5,223 S.F. 11 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER RIVERSIDE COUNTY STD. N0, 303 1 EA. MODIFIED REVERSE FALL OF 2% TO RIGHT-OF-WAY 0 UTILITY TRENCH 9,217 L.F. 0 ROADWAY EXCAVATION 6,882 C.Y. 12 TO BE REMOVED (UTILITY SIGNS) 16 EA. 13 PROTECT IN PLACE 5 EA. 14 TO BE RELOCATED (STREET AND UTILITY SIGNS) 13 EA. 15 CONSTRUCT BARRICADE PER COUNTY OF RIVERSIDE STD, NO. 810 120 L.F. 16 ADJUST TO GRADE 6 EA, 1Q CONSTRUCT 4" THICK MEANDERING CONIC. SIDEWALK PER RIVERSIDE COUNTY STD. NO. 404 _ 10,725 S.F. MODIFIED TO AVOID EMWD SIGNS AND VALVES (11 8 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER RIVERSIDE COUNTY STD. NO, 303 6 EA. 19 INSTALL TYPE "F" MARKERS AT 25' O.C. 13 EA. CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD, NOS. 209 & 210 MODIFIED TO 6' 1,108 S.F. TO ACCOMMODATE EXISTING AND PROPOSED EMWD FACILITIES LOCATED WITHIN A PRIOR RIGHTS EASEMENT 21 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD, NO. 207 1 EA. INSTALL PIPE GATE PER RCFCD STD. N0. M820. 1 EA PROP. TELEPHONE LINE TYPICAL SECTION I U GDN�CRi1GT NAN�Icp.Pp�p A�C� KAM 1' l�I✓fZZ RIV�Rhlvt; CoatsT�! SCR NO• gr�3 CASE C JOINT UTILITIES TRENCH SIMPSON ROAD STA. 74+71.05 TO STA. 79+50.52 N' LY Sly TI = 9.0 PRELIMINARY "R" VALUE = 40 WILY E'LY RIVERSIDE COUNTY STANDARD NO. 93A (MOD) R/W R/W N.T.S. 56'- WILY E' LY 10' _ 18'-. _ 18' 10' R/W � R/W a 4 -, 6. ?' q SLOPE 0.02' 1/4' PER FT �0, __ N'LY S, LY r M X 1 /4 PER FT SLOPE WL.Y E_' LY ' •<n.ql R/W R/W 2 2Q GENERAL NOTES: 1, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES REQUIRED. AND/OR PERMITS MAY BE RE / Q 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951) 955-6885. 'THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816- t220, 1221-, t2Z2 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0, 461. 6. ALL UNDERGROUND FACILITIES, WITH LATERAL, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 7, CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TESTS SHALL BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARDS SPECIFICATIONS. 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499 (CUPANIOPSIS ANACARDIODES/CARROTWOOD, PYRUS KAWAKAMI/EVERGREEN PEAR, FICUS RETUSA NITIDA/INDIAN LAUREL). 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR CURRENT ASSIGNED TRAFFIC INDEX. 14, ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREET WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 16. CONSTRUCTION PROJECTS DISTURBING MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NOI WITH A VALID WDID NUMBER. 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 18. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED T0, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, I� 3_. -� 30 _ AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE PROP. GAS LINE 10 20' } 20' 10' TRANSPORTATION DEPARTMENT. PROP. ELECTRIC LINE PROP. TELEPHONE LINE MIN MIN.-" '- JOINT UTILITIES TRENCH --2t 1/4" PER FT003 1/4" PER FT SLOPE SjOPE 1 TYPICAL SECTION" r �qk �'~-PROP. ELECTRIC LINE PINION COURT <E �?/L� � � v f `�. a PRIVATE ENGINEER'S NOTICE TO CONTRACTOR PROP. TELEPHONE LINE TYPICAL SECTION STA. 10+44.94 TO STA. 12+09.45 STA. 12+86.62 TO STA. 15+94.55 PROP. GAS LINE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS JOINT UTILITIES TRENCH MEMORY LANE �\--PROP OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF STA. 1 MEM TO STA 11+42.00 . ELECTRIC LINE THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO COSMOS DRIVE PROP. TELEPHONE LINE EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS TI = 5.5 PRELIMINARY "R" VALUE = 40 STA. 10+43.86 TO STA. 11+52.78 '-JOINT UTILITIES TRENCH REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY RIVERSIDE COUNTY STANDARD NO. 103A (MOD) STA, 13+30.55 TO STA. 18+36.05 LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL N.T.S. TYPICAL SECTION LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR W'LY F'LY 1 A NTA N A ORI E W ur lFeT FLOW I STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. R/W R/W S 10+45.48 TO STA. 18+93.10 l�[� MEMORY LANE CONTRACTOR AGREES THAT HE ASSUMES SOLE AND COMPLETE RESPONSIBILITY 80' STA. 11+56.07 TO STA. 17+19.74 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS SCRUB JAY ROAD STA. 18+09.03 TO STA. 21+53.39 PROJECT INCLUDING SAFETY OF ALL PERSONS, AND PROPERTY; THAT THIS 40 40 -_- - STA. 10+45.06 TO STA 15+98.49 STA. 22+39.39 TO STA. 23+34.78 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 15' 20' S' 5' 20' - 15 _ WORKING HOURS, AND THAT THE CONTRACT SHALL DEFEND, INDEMNIFY AND STA. 16+85.22 TO STA. 18+61.$9 L_ktA�% 1'N �i WvAeV_ vzw HOLD TO THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY 91 6' 6..w• STA. 19+37.31 TO STA. 21+$0.07 AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE MIN, MIN. STA, 11+11.59 TO STA. 11+36.21 2 MIN. 2 MIN. STA. 22+66.07 TO STA. 25+42.87OF WORK ON THIS PROJECT, EXCEPTING OF LIABILITY ARISING FROM THE SOLE - - - STA 12+31.19 TO STA. 14+57.73 NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3r 1/4./Ff 1/°"/FTI MPX STA. 15+33.30 TO STA. 19+46.65 Ak SLOPE SLOPE 3'• CATS CLAW DRIVE 2% + STA. 20+25.92 TO STA 23+01.69 _ 7-% THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS -- �' STA. 10+43.00 TO STA. 19+78.60 STA. 24+01.69 TO STA. 27+36.78 AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR 2 .,s ` STA. 28+22.79 TO STA. 29+18.17 RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR t/IAI/�A r�r�n/C DIG A L_ E FRT �' t- 2 �i y l 4-(i G-� �.��� Ir V��I A V 7,\VS I ALYSSUM YSS M DRIVE DISCREPANCIES NOT SO REPORTED AND RESOLVED. \\ . D AL STA. 10+45.83 TO STA. 12+38.54 OAM I AN A` - b R�� I✓ CALL: TOLL FREE \PROP. GAS LINE STA. 13+24.54 TO STA. 15+84.54 STA. 10+00.00 TO STA. 10+96.05 UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS % t PROP. ELECTRIC LINE WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO ®��� , PROP. TELEPHONE LINE TYPICAL SECTION .AAI/'►A non/c Q TI = 5,5 PRELIMINARY "R" VALUE = 40 OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN JOINT UTILITIES TRENCH f ��¢'�� �R��1; I RIVERSIDE COUNTY STANDARD NO. 104A WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. µl�(� 227---2600 SHADEY NE -fiZ�� STA. 11+16.11 TO STA. 11+71.74 N.T.S. STA. 10+78.00 TO ST . 11+39.9 TI = 5 0 PRELIMINARY "R" VALUE = 40 TI = 5.5 PRELIMINARY "R" VALUE TWO WORKING DAYS BEFORE YOU DIG! RIVERSIDE COUNTY STANDARD NO. 10: N.T.S. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL - NOT COMMENCE UNTIL AN ENCROACHMENT --- '` PERMIT AND/OR A GRADING PERMIT HAS _ BEEN ISSUED. _ - - ---- -- -- 1HE PRIVATE ENGINEER SIGNING THESE PIANS IS RESPONSIBLE I �""'=M�t . - Yl FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN __ .__ 4 AIAAe.A Cdr�ruc�lotn Nai'e 23 � 1.1? laDOq� HEREON. IN EVENT OF DISCREPANCIFS ARISING AFTER COUN'Y -- .--_._. ____ _ __. .... ... _ ___ .__... APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER MARK! BY DATE SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLD- REVISIONS TION AND REVISING THE: PLANS FOR APPROVAL BY THE COUNTY. ENGINEER RIVERSIDE COUNTY STANDARD NO. 105A N.T.S. - - . SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER BENCHMARK: %� IEss��� .J McaKF,�E-,VE, �, INC. _ A �; TRANSPORTATION DEPARTMENT F, - �, �� CIVIL ENGINEERINGu� f �4a Ty� �pM I-�y�\ APf�ROM BY: SEE SHEET 1 (� No. 33950 /0 3 No. 22502 z 0 � � Exp. E 30 ( KHA A. 0 DAT Exp. 12-31--07 647 N0. MAIN ST., RIVERSIDE CA. 92501, PH:(951) 341-3700 f APP PREPARED Bl: "a-= R.C.E. NO . 2250/2 -- =- , 1-. . l DATE: �f CAly RECOMMENDED MATE 42LAM J. McKEEVER WILLIAM J. McKEEVER R.C.E. 22502 DATE TRACT 30989 IP NO. 040 SHEET NO.- A). COUNTY OF RIVERSIDE SCHEDULE "A" TITLE SHEET GENERAL NOTES, TYPICAL SECTIONS, CONSTRUCTION NOTES 01' 1 SHEETS AND QUANTITIES --- ,R �. W.O. COUNTY JFFIN COMMUNITIES FILE NO. �� �- Zaa-had CALL: TOLL P'REF TWO WORKING DAYS BEFORF x00 DIG!, NOTE WORK --ONTAINED WITHItv THF',ZF PLANS 7MAI-! NP-( COMMENCE ONT0 AN ENCROACHMEN' PERMIT AND/CIP 4 -_,RAGING PERMS 7 �AS BEEN ISSUED. F PIVATP, FNGlNFFR THF THIE ACCURN", kFID ACCMTABI Y PHE:)FSitN, )!Er,r7 OF NSCPEPANC17S AWSIn T71- ,WR,wiOVA! OR L�URIN(-,' Ql PRiVA" �,%GINJEEP �,HAJ- BE RESPON';1PU MR l)F7RkA!N;lmC �,W �1CC7T71ABL,. SOLU DON ASF) RPVISING THF P, NS FMR T,,prRnv,,\, T)lv4S- < 4' Al',47EP MAIN IS LOCATED WITHIN A WATER EASEMENT J F-MWE, RlDORDED DECEMBER ll,,1974 AS INST- # 'HTS OVER THE STREET IMPROVEMENTS, VIM- RE-AINING A'Li RIGHTS GRANTED TO 'THEM, ALL REPAIRS NTTHE EASEMENT IMPROV17,MC S LOCATED WITHIN r�-Sf ¢� "QriKA MAW "NANCE, REPAIR, IMPROVEMENT OR OTHER, WQTJlRF7-' RY 7MWD AS SET FORTH iN THE EASEMENT HAL [?ff D-ERFORMED BY THF RIVERSIDE COUNTY l3fl' K, -EP -,01 NTY OF RIVER'SIPW -P, RANSPORTATION DEPARTNTEM. U6 BY Al t( Xk� /T502 13 -4 1� 4 1* "U 1p 11 n L,.� (�H x �2— AN -JA ALEJW��, OT A 4 v` P X -x/ DATE RECOMMENDED I 7 7 -7 1 %f rj ,,p --, g, v, T, tW-,Nlf,3' FTPUTISPU',�� P By o* UAM �i Nlc-lKEPTFY ;/-I, A le-�el kill Plk,� QR -077EF A BF EEN MEM0FZ\' -AN� ND SHALA DE�, NE -7w VA R -1� -P CENTER� �NF T MI'SS AN F -X°, N D ,, F I- - WKE OF�� ---- �� OV I m f-� �k JFOCATEC) W � HOq> N 4 RKDR pC,07-S, c-A-SFmFN,- - IT � 150045 Ir - TRACT 30989 IP NO3 8" A, 9 -n A; 5 C) T DTV �l C �Tr CT I) TJ '('zTMP-,f)N R0,1VP T .�ZT-, 5t64 -9R,7" Tf� `7;7k `Z, -SPE -F -,'TF - --------- -- . .. ... ------ ;-,0MMTTNTTT7;FF 47 VARIARI-F , tRl NF' AS, -,,�L4()WN Nj!37R L il, THU C ';'�N'� ��'DFi,v OPP Rr7p�l,"'ll WA iv D 'ANDICAPOP RAMP PFR ?!VF -R. (;Y D i N-� J - AC F 'r, C'41 EN7 A OV F BE PEMOVE,", CTFI, A -f F-,-- 6�11 AfjJIJSI 1(� ,`�RADF N 1,7 P 1, q -7 F, vo,6'-4poRoACH PF'R RRIFIRSPF NS7A, -AFT M82C- T)lv4S- < 4' Al',47EP MAIN IS LOCATED WITHIN A WATER EASEMENT J F-MWE, RlDORDED DECEMBER ll,,1974 AS INST- # 'HTS OVER THE STREET IMPROVEMENTS, VIM- RE-AINING A'Li RIGHTS GRANTED TO 'THEM, ALL REPAIRS NTTHE EASEMENT IMPROV17,MC S LOCATED WITHIN r�-Sf ¢� "QriKA MAW "NANCE, REPAIR, IMPROVEMENT OR OTHER, WQTJlRF7-' RY 7MWD AS SET FORTH iN THE EASEMENT HAL [?ff D-ERFORMED BY THF RIVERSIDE COUNTY l3fl' K, -EP -,01 NTY OF RIVER'SIPW -P, RANSPORTATION DEPARTNTEM. U6 BY Al t( Xk� /T502 13 -4 1� 4 1* "U 1p 11 n L,.� (�H x �2— AN -JA ALEJW��, OT A 4 v` P X -x/ DATE RECOMMENDED I 7 7 -7 1 %f rj ,,p --, g, v, T, tW-,Nlf,3' FTPUTISPU',�� P By o* UAM �i Nlc-lKEPTFY ;/-I, A le-�el kill Plk,� QR -077EF A BF EEN MEM0FZ\' -AN� ND SHALA DE�, NE -7w VA R -1� -P CENTER� �NF T MI'SS AN F -X°, N D ,, F I- - WKE OF�� ---- �� OV I m f-� �k JFOCATEC) W � HOq> N 4 RKDR pC,07-S, c-A-SFmFN,- - IT � 150045 Ir - TRACT 30989 IP NO3 8" A, 9 -n A; 5 C) T DTV �l C �Tr CT I) TJ '('zTMP-,f)N R0,1VP T .�ZT-, 5t64 -9R,7" Tf� `7;7k `Z, -SPE -F -,'TF - --------- -- . .. ... ------ ;-,0MMTTNTTT7;FF DIC3 6, L_ E F:R7- CALL, TOLL FREE "J TWO WORKING DAYS 8EFORE YOU QIG�� NOTF, WORK C'.,WAINED WITWN NOT C30MMENCE iUNTH., AN ENCROACHIMEN' PERMJT AND/OR A 1PADINGPFRMi- --4A!7 BEEN !SSUFF, lHr '(Ak�'SURWC, T'Er AC CURACf AND 4XV'rTAR M' 0' MF, k WS N __VFN� X 1.-i. I< ;.OtJNIIY APPR")VAL Or OPNNG ONSTRUCTOH, THD-. :IRIVATE, RNGINUR %JT S RW RFSPON15191,F FOR )MRWNlN(, AW A'�CTPPIRF t b46,...... NON AND Rf,111SING "4, £''tA\i PDR ;PPIROVAL 8) FH,"ellj\11, -ONSTRUCTION NUT MWJ 4­ IMARY I BY JDATM 447F,97 (Ztti t- — `F770N z 7�' "o Z re z 77� (r) z a,- F7� + + x Z un x X L'i ul C uj x 4 + n -- w6 ROAD SIMPSON - - - -------- ---- - ----------- - -- - --------- -- ---------------- A4j 1 10-019 APPR, �)ATT', ER BE-7WEEN MEMOP'e LANE ANF,," SHADF" NOTE PROPOSED CURB AND GUT' N., TO BE BUILT AT VARIABLE CENTER"-JINE 7'(_ MISS AN FXIST'N'_ C� ._' EMWD VALVE LOCATED WITHIN A. PRIOR RICH -'I _ASP'mFN!7 S" ate 20 801 12-0 ISO ------------ - --- ------------ (_'OtJNTY OF RIVERSILIF TRANSPORTATION- DEPARTMEN'T y f /4 /4 ot DATE, YATE SE AT,,­FNQTNFFR lNo 22502 Fxl-�, '2-3':-()7 of PREPAR AT i K.! F -Ai El"E, IN 64,7 Ne". mi'AiN ST RMIERS! OF, "A' BY')'il FINI C DATE I AM ,c McKETNEE' PFNc,TTMAFK- SEE SHEET ' C U R V F D A T A DELTA, RADITTS LENGTH TAINGENT 8-9-59'48- 35,00 54.98 35M 90-00-14,9 .2" X5.00 5, 8 3500 TRACT 30989 IP N4® e-+E)2,*S /f\)-, SHEET NO� 70U TY OF RIVERS .""ClIEDULE SIMPSON ROAD F T k 86+00,00 T() STA, �'6*00_00 OF1 6 SHEETS COUNTY T MY NO t; I(70MMUNMES '-'C TYPE 6, )NSTRtJCT RR' AND "'U'RR, PER RIVIE79 Nr"', T JARIABLE ')FF7,F­ AT. , 'POU ,-.F:NT R� lNF I 'A y F, I E A_� SHOWN (�N� Bi, C ON1,TRI 4-7 ACCTSS RAMP OF'R. f?lVFPSJDF NO STP E7 _,ACF F. ',"FR ';WVRSfl�)F 7�0�!NY S,7-� 4-1 � 1s -)0O *4 SAW(.'I,.!T tEX'37INC '4F ',DAVFMFN' AND PR(?Vlr)F 7 W-" i MN. OC7 F ""ONSTP - lf 'RAINAGE 'STRUCTUM7 7?FR Plvr7i�_'nl_ MnDIRU, FREVEPS€r_ 7aL T RIG�4T 2 BE RF01VE111-1 QRCTFC-,' W �`,A(" 7 7 - ':;,RAD 7' U -ANDFRING, C,)NC Sir)FWALK �--FR RIVFP n 'U'771-7r�,' OFF, R!VFRsirE C000—,' 7,`;, 2'f - M I 7� k C)f)AFIF7 ANC; R-ROPOSM FmWD FAC IIA F'� WITH ' A PRIOR Rl".'7' MWJ 4­ IMARY I BY JDATM 447F,97 (Ztti t- — `F770N z 7�' "o Z re z 77� (r) z a,- F7� + + x Z un x X L'i ul C uj x 4 + n -- w6 ROAD SIMPSON - - - -------- ---- - ----------- - -- - --------- -- ---------------- A4j 1 10-019 APPR, �)ATT', ER BE-7WEEN MEMOP'e LANE ANF,," SHADF" NOTE PROPOSED CURB AND GUT' N., TO BE BUILT AT VARIABLE CENTER"-JINE 7'(_ MISS AN FXIST'N'_ C� ._' EMWD VALVE LOCATED WITHIN A. PRIOR RICH -'I _ASP'mFN!7 S" ate 20 801 12-0 ISO ------------ - --- ------------ (_'OtJNTY OF RIVERSILIF TRANSPORTATION- DEPARTMEN'T y f /4 /4 ot DATE, YATE SE AT,,­FNQTNFFR lNo 22502 Fxl-�, '2-3':-()7 of PREPAR AT i K.! F -Ai El"E, IN 64,7 Ne". mi'AiN ST RMIERS! OF, "A' BY')'il FINI C DATE I AM ,c McKETNEE' PFNc,TTMAFK- SEE SHEET ' C U R V F D A T A DELTA, RADITTS LENGTH TAINGENT 8-9-59'48- 35,00 54.98 35M 90-00-14,9 .2" X5.00 5, 8 3500 TRACT 30989 IP N4® e-+E)2,*S /f\)-, SHEET NO� 70U TY OF RIVERS .""ClIEDULE SIMPSON ROAD F T k 86+00,00 T() STA, �'6*00_00 OF1 6 SHEETS COUNTY T MY NO t; I(70MMUNMES 96,35__ -- - -- -------- - A- �2 4 qp_ 47 --------- - ........... .......... ... .. .. _7171 (p 51 29+1 &5 0 cc) GF11311 ROAD to :N4B .. ..... ... 14 15 1 -7 X I.- 7z:0— 203 A ) Fi4-5,9c, TRACT DY 777' 1.39,66 -0 1 �4 2" 4-1 23 tll� F- ZO 7 z L -i z 89, 1 I4,04GWISHER R, . ..... 17 LLJ 30-94 59,59 65 001 6500 6 > 29,110 H, -672 r��-T gbAD r} 05494 0 5 90 ECR b, 111+54,90 BCR )4 1 LANE SHADF�� 40' 4a': I ;l 15 0, 'ji 5' 21 22 23 24 51 26 27 L i 20A 2 SHADEY LAN E f 0 + z In n� �*Z " 2 7+ 78.92 KINGF4SHER ROAD lu SEE SHEET 5 -PROP)SF,,',- PI(ZH7--0F­WA" t I rl� Lo 0+00,00 VING-A DRIVF L_ E R -17 CALL.- TOLL FREE ZA KJT*. ROAD 2 26 0 0 % 2 40 131' fir wo4b TWO WORKING DAYS BEFORE YOU DIGF SHEET N, 0, Na. P NOTE, T, A OUNTY SE'AL-ENGINEEP TRACT 30989 IP COUJNTY OF RIVERSIDE . ...................... ...... - ------- �F . ...... ............. WORK CONTAINED WITHIN THESE PLANS SHALL 'T F VF R. A7V TRANSPORTATION DEPARTMENT COUNTY OF FF7D F rN — , 1 1. r T , 'j "; —'TVT NOT COMMENCE UNTIL AN ENCROACHMENT --- ---- . . . . . ................. ........................... . . ... . ..... .. ------------------- - ---------------------- U�l R I 11, �t! "' T NF F,, P I N1,' § Xx I" Z F �1�4,EE- PERMIT AND/OR A GRADING PERMIT HAS S 7 SCHEDULE "A" RQVI�D BY: - -------- - - -- -- ----------- ------------ BEEN ISSUED, - -11 � Z, — - ------ - ----- --- . . . . . . . . ............................................ o, M�!NEER SIGN 1. -1 4 il �z No 22502 C, A.1or-_ -Tr -�NG T4ESE AI L\qve-o `5wwf, fEf �icflf S ROAD '! *X _Xp, 12-,0-137 T PRIVA �Ai,!S cS RFSPONq�31 F �T41AIE I " m 647 NO, VAIN, ST, RPRRS-111 -- - -------------- --- ------ - --- ---------- ---- 0 [MAN . .... ..... . .... . ... ..... I 6b- Ij P, E TS -7. CA, �4?5(1 QTA 29+18 513 9�)'R ASURINC fHF ACCH�,ACY AND ACCEPTAF.:U-11' THE OFS�GN, 5 30 09 1* TJALEI DATE STA +00 0 TO HEREON. IN� PVF�17 OF DISCREPMNCIrS ?R'S NG CC!�-N-f --- --- 00 PREPARED BY APPROVA'. OR DURIW� CONSTRUCTION, 'f f PWVA,`�� 'NqKHL_R IMARKI BY DATE v w 0- COUNTY iii'ALE:,: I Li I --- ------ - - 1ALL BE RESPONS'BLE FOR DFTERMININ',3 AN AC, ASU -30 U- RFVTSIONq 3C 170 'NT),;'• FIL q� R I F FI N' COMMUNITIES, DATE -711 of - ­­ !E NO ON AND Rt ENGINEE _L TIC THE PiANIS FOR APPROVAI BY ',!F ireort,_, K hE V h If-, N � ','� RECOMMENDED WWAAM 3, Mc C U R V F D A T A ol DELTA RAffllTTS LENGTH TANGENT 90"34'55- 25,00 39,52 25.26 81.5,3'48- 25,00 00'55"52" 320.00 5.20 2,60 2454'39" 320,00 139,113 70.68 OE 18"'S'14" 340,00 108-72 54,83 CF), 25-50'31 300,00 1135,3111 6&82 25*50'31' 320,00 44_33 73-4i sOH 25'50°31 340.00 ?53,35 78.Oo go-ocoo. 25.40 39,27' 25.00 1711 ;J% 88'5490, 25,00 38 52 L UK 91-05'59" 1 25-00 39 48 j 96,35__ -- - -- -------- - A- �2 4 qp_ 47 --------- - ........... .......... ... .. .. _7171 (p 51 29+1 &5 0 cc) GF11311 ROAD to :N4B .. ..... ... 14 15 1 -7 X I.- 7z:0— 203 A ) Fi4-5,9c, TRACT DY 777' 1.39,66 -0 1 �4 2" 4-1 23 tll� F- ZO 7 z L -i z 89, 1 I4,04GWISHER R, . ..... 17 LLJ 30-94 59,59 65 001 6500 6 > 29,110 H, -672 r��-T gbAD r} 05494 0 5 90 ECR b, 111+54,90 BCR )4 1 LANE SHADF�� 40' 4a': I ;l 15 0, 'ji 5' 21 22 23 24 51 26 27 L i 20A 2 SHADEY LAN E f 0 + z In n� �*Z " 2 7+ 78.92 KINGF4SHER ROAD lu SEE SHEET 5 -PROP)SF,,',- PI(ZH7--0F­WA" t I rl� Lo 0+00,00 VING-A DRIVF L_ E R -17 CALL.- TOLL FREE ZA KJT*. ROAD 2 26 0 0 % 2 40 131' fir wo4b TWO WORKING DAYS BEFORE YOU DIGF SHEET N, 0, Na. P NOTE, T, A OUNTY SE'AL-ENGINEEP TRACT 30989 IP COUJNTY OF RIVERSIDE . ...................... ...... - ------- �F . ...... ............. WORK CONTAINED WITHIN THESE PLANS SHALL 'T F VF R. A7V TRANSPORTATION DEPARTMENT COUNTY OF FF7D F rN — , 1 1. r T , 'j "; —'TVT NOT COMMENCE UNTIL AN ENCROACHMENT --- ---- . . . . . ................. ........................... . . ... . ..... .. ------------------- - ---------------------- U�l R I 11, �t! "' T NF F,, P I N1,' § Xx I" Z F �1�4,EE- PERMIT AND/OR A GRADING PERMIT HAS S 7 SCHEDULE "A" RQVI�D BY: - -------- - - -- -- ----------- ------------ BEEN ISSUED, - -11 � Z, — - ------ - ----- --- . . . . . . . . ............................................ o, M�!NEER SIGN 1. -1 4 il �z No 22502 C, A.1or-_ -Tr -�NG T4ESE AI L\qve-o `5wwf, fEf �icflf S ROAD '! *X _Xp, 12-,0-137 T PRIVA �Ai,!S cS RFSPONq�31 F �T41AIE I " m 647 NO, VAIN, ST, RPRRS-111 -- - -------------- --- ------ - --- ---------- ---- 0 [MAN . .... ..... . .... . ... ..... I 6b- Ij P, E TS -7. CA, �4?5(1 QTA 29+18 513 9�)'R ASURINC fHF ACCH�,ACY AND ACCEPTAF.:U-11' THE OFS�GN, 5 30 09 1* TJALEI DATE STA +00 0 TO HEREON. IN� PVF�17 OF DISCREPMNCIrS ?R'S NG CC!�-N-f --- --- 00 PREPARED BY APPROVA'. OR DURIW� CONSTRUCTION, 'f f PWVA,`�� 'NqKHL_R IMARKI BY DATE v w 0- COUNTY iii'ALE:,: I Li I --- ------ - - 1ALL BE RESPONS'BLE FOR DFTERMININ',3 AN AC, ASU -30 U- RFVTSIONq 3C 170 'NT),;'• FIL q� R I F FI N' COMMUNITIES, DATE -711 of - ­­ !E NO ON AND Rt ENGINEE _L TIC THE PiANIS FOR APPROVAI BY ',!F ireort,_, K hE V h If-, N � ','� RECOMMENDED WWAAM 3, Mc PROFILE SCALE HORZ 1 40' VERT 1 4' Scale: I" � 40' 0 20 40 80 120 160 t I_ItAv�_-tA 0 VLov'j CAT,S' CLAW LENGTH TANGENT ROAf)t DR]1+f E 25.00 SEE SHEET 9 SEE SH�ET 11 91-05'59" 25,00 39,75 jow 5 32 31 30 L OC 90,00,00, A " 19+78.59 I I ' '17+36�78 �7 25.00 % 1 10' 17'48" ECR CATS CLAW DRIVE AD BCR bD, t L 2 5 9.91 M& 3'0 -13.00 58.36 Lo (o 83.25 53.00 _7_77 90-0()'00" 35,00 54.98 Z> -cc PROPO SEDLo RIGHT-OF-WAY 110`35'35" It, '-, N\s 281,54 Iz '76346cv 10+00.00 f. 27-35'48" 1 D RIVE= 27.02 27-35'48" i(INGFIS! 1 �LOROAD 84.67 09 55,00 65,00 4 65,07-- 65,00 4 10" 26 38.00 137,68 28+22j79_BCR­ J N 11*14'09"E - On, KINGE ROAD 0 Q N 80-38'33"E .9 20' 1 20' V 33 34 35 366 HN6'_"Q-'f_F1R 50,00 ROAD-LLI POSED RIGHT-OF-WAYJ 12+81.54 YiNeA DRIVE - SEE SHEET 9 20+21,59 CATS CLAW DRIVE ALovqt)i?_ J", DIC; &,L -ERT CALL: TOLL FREE 1 --BOO 227-2600 TWO WORKING DAYS BEFORE YOU DIG! NOTE. - WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED, rHE PRIVATE ENGINEER SIGNING THESE PLANS IS HFSPONSIBLE FOR. ASSURING THE ACCURACY AND ACCEPTABILITY OF' T, -;E DESIGN HEREON. tN FVFNI OF DISCREPANCIES ARISING AF7ER COUNTY APPROVAL OR DURING CONS'RLICTION, THE PRIVATE ENGINEER SHALL BE RFSPC4SIBLF FOR DETERMINING AN ACCEPTABLE SOLU- TION AND REVISING THE PLANS FOR APPROVAL By THE COUNTY MARKT BY i DATE ENGINEER v 114 DRIVE kae f3 r I REVISIONS I '.� _T- t u-t-IJI-1 'Itl PROPOSU-) RIGHT -OF ­ WAY L> 55 583 54 53 52, 19+7859 CATS �LAW DR ECR Ln '00 70,00 65.00 65,00 + _n co '_'s2 2 -(2 , Hv 30100 _y ry _5!5606.00 14 -t o 0 LLJ CO 65 00 00 65.00 65,00 2830 W 4 37 I 38 39 40 + - I CONSTRUCTION NOTES: CONSTRUCT 0,29' A.C. OVER 0.50' CLASS 11 A,13, :2) CONSTRUCT TYPE -A-6- CURB AND GUTTER PER RIVERSIDE COUNTY STD, NO. 200 CONSTRUCT 4' THICK CONC. SIDEWALK PER RIVERSIDE COUNTY STD, NOS, 400 & 401 CONSTRUCT HANDICAPPED ACCESS RAMP PER RIVERSIDE COUNTY D. NO, 403 CASE A PLACE STREET SIGN PER RIVERSIDE COUNY STD. NO, air, VZZo) 'l-zzi I -Z'Z CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD, NOS. 209 & 209A gkM? SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER A, TRANSPORTATION DEPARTMENT 9BY: Z_ 0. No. 2_2502 Fxp 3'0-"� 1 4 , KHALEE OT AN 11 V. A_Ae 1v DATE Exp, 1) 11 07 Jfi APPR. DATE If COUNTY (�ARFfOF CAO�o t Scale I" 40" 20 40 Ro 120 160 10+00,00 48 R - P / It 20 2 5 'zo 4850 7 ri r),O 60. 49 41 00 + 50 PROPOSED PrGHVT-017--WAY RIGHT-OF-WAY 4-1; W.J. McKEEVER, INC. B_ FNCHMARK: CIVIL ENGINEERING SEE SHEET 647 NO, MAIN ST RIVERSIDE CA 92501 PH:(951) '141-;3700 R C_ F, "N0- 22502 . . .... ....... . .. DATE, L I N E/ C U R V F D A IT A 0 DELTA RADIUS LENGTH TANGENT 88-54'01" 25.00 38.79 24.52 @ 91-05'59" 25,00 39,75 25.48 OC 90,00,00, 25,00 39.27 25.00 @ 1 10' 17'48" 110.00 19,77 9.91 90-00,00" 53.00 83.25 53.00 90-0()'00" 35,00 54.98 35.00 110`35'35" 56,00 108,09 80.86 27-35'48" 110.00 52.98 27.02 27-35'48" 175.80 84.67 43.18 207-35'47" 38.00 137,68 - N 11*14'09"E - 40.99 Q N 80-38'33"E .9 N 61-97'51"W 50,00 PROPOSED 26' DRIVE APPROACH 43 r C,4 42 EC 8C _84.54L � 15--84 54 LEFT � t'50 TRACT 30989 IP NO, SHEET NO. 7-194(3245 COUNTY OF RIVERSIDE 10 'CHED ULE A" sT4" lo+()O.O() T 9 +29.4 9� 4 so UTH TO NORTH oF16SHEETS STA. 10+00,00 TO STA. 12+99.99 WEST TO EAST 7w -.o. I FILE NO, C U R V E D A TA 0 DELTA RADIUS LENGTH TANGENT O� 90-00,00" 25.00 39-27 25.00 @ 46-46'08" 300,00 244,88 12933 46-46'08" 282.00 230,19 121.94 46-46'08- 318,00 259,57 137.51 38-57'32" 320.00 217,59 11119 38-57'32" 302,00 205,35 106.82 38-57*32" 338,00 229.83 119.56 OH 07'44'41" 900,00 121,65 60.92 (a) 07-44'41" 882,00 119,22 5930 07-44'41" 918.00 124,09 62.14 Scale: 1" 40' X., Scale: 1 40' > ? *0 80 120 160 160 0 20 80 120 wit- - ---- - ------ — - ------- tK 59— 1b, ti 0< x '"o- 444(�A DRI 60 PROPOSED RIGHT -OF -WAY -,ti SEE SHEET 10 SCRUB J AY ROAD PROPOSED RIGHT-OF-WAY 5 SEE SHEET 16 5 56 �j -611, f N 4 PROPOSED RIGHT_OF_W4" 4y 4 F L 5 62 1 18, 5t _ I V� - 79 -2 55 + 70 + C) 28 28 t 64 63 zi� 7 71. 3 24,54 BCR IVEC 18' 1 2 DIRIVE, cflPROPOSED RIGHT- F 'A C7 0 6 22 - +6�,O - 6 - ECR 10 49.52 -UA PARK , 0 PROPOSED RiGHT-OF-WA'�Z I — 274 (B) "j, 7, SCRUB JAY ROAD r_),2 (3 5 20+21,59 CATS CLAW DR,— 77 V, ___�34.87 A L�65 22 Do 80 7-4 7— , 1 1, "A, "J2-_�§ 54 VINGA DRIVE tb 0 *-'Sp '5 ;"\h �,, �­r It, 777����, A o (2--�J<5 03 -6, q6 7 F71POPOSED RIGHT—OF -wAY__ •9252 9 03,39"4 10+00.00 CATS CLAW DRIVE= o 22+23-07 SCRUB JAY R bo 6 0 N. 041:24'4,2"E PARK 7 Q0 59,33 J I I - ­ -1 36 90 A' Wyk7foo + L 5-74 49,52 CO A L 3 0.777 98 Al ; _ M�_ I 1� I� 12+3&5*4PCR 34-87 L= 4 - DRIVE Ln +80.06 BCR 100 m 5 1 , 99 CONSTRUCTION NOTES-, 21 5 AY ROAD 3 5)J 0 CONSTRUCT 0.29' A.C_ OVER 0,50° CLASS li A,e, 30 61 SCRUB J -ye 1_ I c6i 2 81 101 -PROPOSED RIGHT-OF-WAY + x (D D:E, 18 3 5 18,1 102 20 CONSTRUCT TYPE -A-6* CURB AND GUTTER PER RIVERSIDE COUNTY !37�1. No 103 1 k 2�4 N (2 A DRIVE Or A CONSTRUCT 4" THICK CONC SIDEWALK 'RE -R RIVERSIDE COUNTY STD, NO�-,. A, 401 J AY SEE SHEET 10 ED I C3 E FR —r SEE SHFFT 16 CONSTRUCT HANDICAPPED ACCESS RAMP PER RIVERSIDE COUNTY �7,D NO 403 CASF A 1 07 PLACE. STREET SIGN PER RIVERSIDE COUNY STD, NO, X31-8- 122 I2,-_71, 1222CALL: TOLL FREE CATS CIAW DRIVE 08 CONSTRUCT CROSS GLITTER PER RIVFRSIDF COUNTY STD_ NOS, 209 & ',,Oq-A 7--2600 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER RIVERSIDE COUNTY STD, Nr,. 303 22 TWO WORKING DAYS BEFORE YOU DIG! NOTE: ............ . ----- -- ---------------- SEAL —COUNTY SEAL—ENGINEER COUNTY OF RIVERSIDE I BENCHMARK- W.J. WKEEVER. ING .... . ... ... . .. ... . ......... ....... . ....... .. . . . . . ................................... . ... . ...... ....................... .. WORK CONTAINED WITHIN THESE PLANS SHALL. J4 o��L- slo 4, - TRANSPORTATION DEPARTMENT _F _GINFERING NOT COMMENCE UNTIL AN ENCROACHMENT A .0 44, C IV I L N O'�, \ 4_- TEE SHEET PERMIT ANO /OR A GRADING PERMIT HAS _�N - - -------- ------ ---- - -- -- --------- --- --------------------------- BEEN ISSUED. J� A RO-VKD BY, mal s No, 2'2502 �i ANS IS RESPONSIBLE No THF PRIVA:-F ENGINFFR SIGNING T�-,ES� IZHALE A, 0 m 'OR ASSURING THE ACCURACY CCEPTABiLn OF rHE DESIG1 jaio>t p MA DATE Exp, Q-31 07 1* -TEP HEREON. IN EbIENT OF DISCREPANCIES ARISING' A, �._, COUNT' PREPARED BY- p 22502 SY APPROVAL OR DURING CONSTRUCTION, THE 'RIVATE ENGINEER MARK BY DATE APPR j 1 DATE X,F� NO- S:�ALL BE RESPONS0_1 FOR 077RMINM AN ACCEPTABLE SOW— J . ............... SCALE - REVISIONS t , 4� AND A- N Kp 3 647 NO� MAIN ST,� RIVERSIDR CA, 92501 PH -(951) 341-1700 TION THi FOR APPROVAI DATE-, ENGINEER', V. 1'=4 AND REVISING; PIANS BY THF COUN',' COUNTY 'D� H, !"=40' 1 RECOMMENDED I WILIJAM' J� McKEEVER (a I$ 004b - TRACT 30989 IP NQ. j 948245 SHEET NO. COUNTY OF RIVERSIDE 11. IS SCHEDULE ".A" CATS CLAW DRIVE STA° 10+00,00 TO STA, 20+21,59 OF 16SHERTS --- --------- FORW,O, COUNTY GRIFFIN COMMUNITIES IFILE NO 9 1 t I,08 ro -GENT k06 1 106 105 104 I I DELTA RADRTF, LYNGTU TAN 107 140`34'55 25 C 3PROPOSED RIGHT -Or -WAY 9,52 25.26 V al 81-53'48 25 3 -5 73 2i 69 00 P-ROPOSED 18' 'STORM r)RAIN- IK _F PILANS Pr v R�',F 17',34'45' 370,00 '13,52 57 21 ?ER PRO NO, 4-0-0058F 34'45' 352-X 0&00 54,43 17'.34'45- 388,0(` 1" q.04 54,43 21-08-39- 530 0(-, 3,95-59 98,92 XTX j& XT Tic ILAIAX-IN JLc_3"'q.LA_x DILRIUR JL_A CALL, TOLL FREE 23 102,28 5 i 2, 0011 88'9� 95,56 2 0 8 �39 0 0St 8-5705` 300,00, 4687 23,48 7 2f.) 4-c" 80 20 16C o 4-9 68 24.89 44,0 \044 ION= INN= - -------- -------- -5 - 282-0(5 6 22, Q 7 OF 7'05 T_ 82'4`54" 25-00 3 6� Z, 22-04 TWO WORKING DAYS BEFORE YOU DIG! SHEET NO NOTE 'S'EAL-COUNTY -ENGINEER HENCHNTARKl TRACT 30989 IP NO.�&*181205 COUNTY OF RIVERSIDE SEAL _E 12 WORK CONTAINED WITHIN THESE PLANS SHALI.. AV�J� McKFFVEJRa IN _701. TNTY OF RWERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT TRANSPORTATION DEPARTMENT /K � 4t��Z,_ -N, u� 'I Nc;I'N _:ERIN( d Al, 0 1', ,,, " �l PERMIT AND/OR A GRADING PERMIT HAS '-A SEE SHEET x, �E "A VED BY,, SCIIEDULE A AJPRO p . . ......... . BEEN ISSUED ----------------- A," 250 �n M No 2, 50? 'rA 19 .. .. .. .... _1_ PRIVATE ENGINEER SIG%ING T14ESE � ?� I I "� 3 o 05 KHAL MAN _D AT E_ �p 12-31-07 647 NO, M -41N ST, PTIVERSTIFIF �C'A_ 925W PF-(951"�' '14�­'W'M STA. 4- 0- 0 r() '4 -13',V4C FOR ASSURING ft­l� ACCURACY AND ACC-,PfA80-IT�' �)F 14 f,SJGN� I OF 1 6 SIHEETS IN EIVENT OF DISCREPANCIES ARIS.NC A'71 COUN-1 5;TA, + o -oo i,o sTA, 19,4 HEREON PREPAR „l i,!3 R�C,F, NO, 225`2 ---------- - ....... -PR(AW -_NGfNFFP ------ T CR DURING C.ONSTRUCTION, THF PRUATr BY DATE A MARK AP) (trA.'u dl� *.i f. FO w.O_ COTJNTY 'FPT - __ I - _. 11-11, 1 ------------- . ..... . RFSPONS0LE �_)R DETERMNING AN 4�Cr_ iABLE S(YU- REVISIONS X - �11 4 FILE NO SHALL B DATF'4� t �o "4 (;ALE '4" 7 N COMMENTTIES TY 'F 4' 'ION AND R-.-VISING �H'. �LANS FOR APPROVAL _R' THE CCUNIT'l FNGINFER I Of CAL'k IT `=40) V, GRTFFIN AT RECOMMENDED J'�� 'M c KE EVE, R CONSTRUCTION NOTES: `CONSTRUCT 0,29 A,E- OVER CI, 5r 1 -4 -ASS 0 ke CONSTRUCT TYPE l-URR AN' �;JfTEP PF_Fz RIVFR,; F ,,-01I)N�-p �T _ID N- 2 0�= 1 CONSTRUCT 4" THICK CONC., SIDEWAi-K. PER RIVERSIDE COUNTY 3 rx ( 11 4f l� y 4,,' CONSTRUCT HANDICAPPED ACCESS RAMP PER RIVFRSIDF COUNfy STF4CF R -ASF a �VZ,72o) �I-ZZJ �JzZ2�. ) )I PLACE STREET -SIGN P�FRRVERsInF �COUNY STD NC CONSTRUCT CROSS OU-TFR PFR RIVERSIDE COUNT, j7r NOS- 209 -& 2,09A rA(� gg T,1+00,00 COSMOS ?RIVE-- 12+50,94 PINON CIOUPT 171 PROPOSED RICH- -QF--WA`/- DIS OF-WAY IDIC; AL-EF:Z-r CALL: TOLL FREE yr 22'- 26"K TWO WORKING DAYS BEFORE YOU DIG.! NOTE� WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED- -- THE PRIV47F ENGINE SIGNIM,' THrvSE PLANS 6 RESP(-)NSfB111 FOR ASSUR NG THE ACCURACY 4�0 ACCFPTAR11X-Y 0�1 17HE -)FS1QtI HRCN. N FlIEN7 C F)SCRFPANIFS ARISINAFTER APPRC.VAL OR DURING CONSTRUC-iON, THF -ZVA7F 9-NGINEEP SHAT t.. BF RFS. OWSJRIF FOR VTFRMINiN(tN ACf�FPTAHLF- TION AND RDIiSING THE PLANS FOR APIROVC- 8e THE PROPOSED RICHT -O.F WAY�\ rs 157 158 'IT NJ -Y -v, ? I LENGTH lj o ,,,3+30,54 s. EC 9,91 T,1+00,00 COSMOS ?RIVE-- 12+50,94 PINON CIOUPT 171 PROPOSED RICH- -QF--WA`/- DIS OF-WAY IDIC; AL-EF:Z-r CALL: TOLL FREE yr 22'- 26"K TWO WORKING DAYS BEFORE YOU DIG.! NOTE� WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED- -- THE PRIV47F ENGINE SIGNIM,' THrvSE PLANS 6 RESP(-)NSfB111 FOR ASSUR NG THE ACCURACY 4�0 ACCFPTAR11X-Y 0�1 17HE -)FS1QtI HRCN. N FlIEN7 C F)SCRFPANIFS ARISINAFTER APPRC.VAL OR DURING CONSTRUC-iON, THF -ZVA7F 9-NGINEEP SHAT t.. BF RFS. OWSJRIF FOR VTFRMINiN(tN ACf�FPTAHLF- TION AND RDIiSING THE PLANS FOR APIROVC- 8e THE PROPOSED RICHT -O.F WAY�\ rs 157 158 V 2 11 !B CIE TF COSMOS DRIV , NLARKI RY JDATE YNGINEFF REVISIONS APPR I DATF� - - --------- -- I iNTY �s' 'IT NJ -Y -v, ? I LENGTH "v 77A-1-� , ,,,3+30,54 A EC 9,91 nFLTA RADIUS 156 TANGENT 68,88 V 2 11 !B CIE TF COSMOS DRIV , NLARKI RY JDATE YNGINEFF REVISIONS APPR I DATF� - - --------- -- I iNTY �s' 1,30 26' DRIVE APPROACH 'IT NJ -Y -v, i RADIUS I LENGTH "v 77A-1-� , ,,,3+30,54 A EC 9,91 nFLTA RADIUS 32 TANGENT 68,88 16-19'56" 462,00 131-69 66.30 3 --f -1 34.81 20,90 71,46 7 7-, 2 5,00 38,37 131 66.61 @ 15-48'01 498,00 137,33 69.'0 1,30 26' DRIVE APPROACH 1 'IT NJ -Y -v, i RADIUS I LENGTH "v p, F D A T A 19,77 9,91 nFLTA RADIUS LENGTH TANGENT 68,88 16-19'56" 462,00 131-69 66.30 25,00 34.81 20,90 71,46 7 7-, 2 5,00 38,37 24,11, 66.61 @ 15-48'01 498,00 137,33 69.'0 1s -TmI 320»00 93.99 47.34 64,11 q 702,00 7747 38.95 kk Z e, ':.18.00 99,28 50.00 - 88 77 0,00 23,,65 11,87 55,00 55,63 35.66 PROPOSED IGHT-OF 14 2 41, OA ','P, 53,00 84,24 54.00 "-33 '11� 1600 109,x33 82-33 SCRUB JA Y' Ems, 1 'IT NJ -Y DELTA i RADIUS I LENGTH "v 191 7`48°" 110,00 19,77 9,91 16-19-56" 480,00 136,82 68,88 16-19'56" 462,00 131-69 66.30 16-19'56- 498.00 141,96 156 l 155 154 42,20 3, 12, L�-66,94 Ld 45.32 1 wo-N 00*44'3 Ic Ic '40 Lol Q1 ........... 26J9-9- 119,42 L 46. T7F5 9g --7 ko 132 1'3.3 1 134 T V, 1135 '3 36 PROPOSED RIGH---nr --WA"- c u R v E D AT A 0 DELTA i RADIUS I LENGTH TANGENT 191 7`48°" 110,00 19,77 9,91 16-19-56" 480,00 136,82 68,88 16-19'56" 462,00 131-69 66.30 16-19'56- 498.00 141,96 71,46 15-48'01 480,00 132.37 66.61 @ 15-48'01 498,00 137,33 69.'0 15-48°01, 462e00 127,41 64,11 00 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT j ABKOVED BY, t11-1-1 /I DATE C -J DATE SEAL -ENGINEER No. 22502 Fy,,p ',?-31 07 J* OF 9 � "T JA ROAD 0 SEE SHEET 15 150 149 28� 28' ----------- r5l"-~7'r" COSMOS DRINTE dol A. JT RECOMMENDED t11-1-1 /I DATE C -J DATE SEAL -ENGINEER No. 22502 Fy,,p ',?-31 07 J* OF 9 � "T JA ROAD 0 SEE SHEET 15 150 149 28� 28' ----------- r5l"-~7'r" COSMOS DRINTE dol -20 Im . .... PF'N'f71WA-R,K, 64-) NO. MAI[NI FT- RJVFRSIPf, -',4 --------- -- ---------- ------- NO Y TDA T E �J V c'', J, McKEEVEF' TRACT 30989 IP NO� e4E)214& C013NNTY OF RIVEF.S. W CH E D Tj LE " A COS� MOS DRIT V STA 104-0000 TO, STA, 48-i-79,04 . ........ .. - ---- - -------- -------- ---- .. .... -wo C 0, UIN T); O GRIFFIN COMMUNITIES FILE N SHEET Nil I It OF 1. 6Sf:()ffT$ Ir --99,21 BCR UB SAY ROAD, fE 66 89 _ J/ 8+ -79,04 1"k)SMOS DRIVE= -SCRUB -D, 22 JAY R A 6 66' kk Z X,5- 2 -7 X L- -1,ZDA 88 1- 85,2' E CR O UR- JAY ROAn 5 PROPOSED IGHT-OF 14 2 SCRUB JA Y' Ems, iA f SEE SHEET 150 -20 Im . .... PF'N'f71WA-R,K, 64-) NO. MAI[NI FT- RJVFRSIPf, -',4 --------- -- ---------- ------- NO Y TDA T E �J V c'', J, McKEEVEF' TRACT 30989 IP NO� e4E)214& C013NNTY OF RIVEF.S. W CH E D Tj LE " A COS� MOS DRIT V STA 104-0000 TO, STA, 48-i-79,04 . ........ .. - ---- - -------- -------- ---- .. .... -wo C 0, UIN T); O GRIFFIN COMMUNITIES FILE N SHEET Nil I It OF 1. 6Sf:()ffT$ 1,!U-,I_l 20' 20' J10'I 1 11J-iv'tl 18 er 44 y - T 47 MEMOR J,ANr,. 145 146 M C-11 I- I "Pt. "IT SEE SHEET 7 T ? 4 SEE SHEET D 1 (:3 �A L_ E FZ -T SCRUB JAY RO" CALL- TOLL FREE __q n n 'AA 227, -- 2600 v Scale k f" C, 20 40 Be, f 20 160 wow ­11� Iii- TWO WORKING DAYS BEFORE YOU DIG! t 511w I SHEET NO NOT E� FAI -COUNTY SEAL -ENGINEER BENCTTMARK� TRACT 30989 IP NO.siw—rwlr_ - ------------------- COUNTY OF RIVERSIDE Z_ 00 W,L NPI K ET V E R WORK CONTAINED WITHIN THESE PLANS SHALL I N" _7 C'OTTNTY OF RJVEITDF� 15 E A CWTI, fi,N G" I N E F T N G NOT COMMENCE UNTIL AN ENCROACHMENT TRANSPORTATION DEPARTMENT uj SEF SHEF, X PERMIT AND/OR A GRADING PERMIT HAS of - BEEN ISSUED, 4P TE "A BY� SMEDT, RO D ----------- - . .................................. . .... "_c 1\1,. 22.50? SCRUB JAY ROAD )R TH E PRIVATE ENGINEER S WK THESE PLANS IS RESPONSIBLE . ........_t_.__ ------- 0 - Qla o' cxp 12_il� m F F1 -HE E-, & 0 M OR ASSURING T��E �CCJRACI AND ACUOTABII.LTY OF D IGN DATE 847 NO VLAIN' ST IRTIfFPSIDY CA, Pff'(950 �341 -7 FT�Tc's' "k * ------ STA, 10-�-00�00 TO STA, V7+50,00 OF, I 6q1IFETS 00A �e lb , _75fdpAo HFpFf"k, ins C�ant r . . . ......... . R "_�OLJNFY PREPARED BY; f-l"E", NO, _ FORW�o C�OVNTY APPR90,11, OR DUR!NG CONS-RLCTICN, THF PRIVATF ENGINCEP MARK BY JDATE APPR DATE 2 J2 v -- --- - --- --------- SHA', BE R FOR DF7RVININ,; AN ACCFPTABI_F 301 u REVI'SIONS COUNTY FILE NO, VAL 1U _-7_DTT`7 DATEi "''n - PON AND REVISINC THE PLANS FOR APPRO BY THE MUNT� ENGINEER GRIFFIN COMMUNITIES RECOMMENDED N WaIAM J_ McKEEVER ...... - ---- DELTA RADIUS LENGTH TANGENT 90'05'11" 25.00 39,31 25.04 89-54'49" 25,00 39,23 24,96 1'`40'23" 420,00 85,57 4293 1-40'23 402,00 81,90 41.09 11'40'23 43800 89.24 44.77 20r59'35" 300.00 109,92 55,58 20*59'35" 318,00 11651 5892 20'59'35" 282,00 103,32 52.25 1 09' 19A 12 1530,002i 48.88 124,71 09'1912" 1512,00 245,95 '23,25 K 09' 19'12" 154800 251,80 126,18 L 90100,00, 25.00 1 39,27 25,00 'AA 227, -- 2600 v Scale k f" C, 20 40 Be, f 20 160 wow ­11� Iii- TWO WORKING DAYS BEFORE YOU DIG! t 511w I SHEET NO NOT E� FAI -COUNTY SEAL -ENGINEER BENCTTMARK� TRACT 30989 IP NO.siw—rwlr_ - ------------------- COUNTY OF RIVERSIDE Z_ 00 W,L NPI K ET V E R WORK CONTAINED WITHIN THESE PLANS SHALL I N" _7 C'OTTNTY OF RJVEITDF� 15 E A CWTI, fi,N G" I N E F T N G NOT COMMENCE UNTIL AN ENCROACHMENT TRANSPORTATION DEPARTMENT uj SEF SHEF, X PERMIT AND/OR A GRADING PERMIT HAS of - BEEN ISSUED, 4P TE "A BY� SMEDT, RO D ----------- - . .................................. . .... "_c 1\1,. 22.50? SCRUB JAY ROAD )R TH E PRIVATE ENGINEER S WK THESE PLANS IS RESPONSIBLE . ........_t_.__ ------- 0 - Qla o' cxp 12_il� m F F1 -HE E-, & 0 M OR ASSURING T��E �CCJRACI AND ACUOTABII.LTY OF D IGN DATE 847 NO VLAIN' ST IRTIfFPSIDY CA, Pff'(950 �341 -7 FT�Tc's' "k * ------ STA, 10-�-00�00 TO STA, V7+50,00 OF, I 6q1IFETS 00A �e lb , _75fdpAo HFpFf"k, ins C�ant r . . . ......... . R "_�OLJNFY PREPARED BY; f-l"E", NO, _ FORW�o C�OVNTY APPR90,11, OR DUR!NG CONS-RLCTICN, THF PRIVATF ENGINCEP MARK BY JDATE APPR DATE 2 J2 v -- --- - --- --------- SHA', BE R FOR DF7RVININ,; AN ACCFPTABI_F 301 u REVI'SIONS COUNTY FILE NO, VAL 1U _-7_DTT`7 DATEi "''n - PON AND REVISINC THE PLANS FOR APPRO BY THE MUNT� ENGINEER GRIFFIN COMMUNITIES RECOMMENDED N WaIAM J_ McKEEVER ...... - ---- I A4 D D 'L cn U Lu U_ 0 - Lu Lu z a J a y ;Y H G f "'SIDE SLOPE 7 _% (" K OF CURB I a6 FLOWLINE ,r' ASIDE SLOPE Gc ER E SIDE SLOPES T..., i R _:�..__........1. 7� i SIDE SLOPE H i -_BACK OF CURB FLOW LINE SIDE SLOPE Q- ECIC TGF OF Ll E7ER ~SIDE SLOPE # FLOWLINE T- I % r, E SACK OF_ 'LRB, F9S 7 y SLOPE E`,`. \'SfDE SLCiPE SIDE �"{ ,I C ' .A .....,.e....+. H //A ' LANDING SLOPE "/ 1.5% MAX AEC ON, Y RAMP SLOPE TRUNCATED o DOME PANEL 7.5% MAX' 3.0 FT MIN SECTION A -A GUTTER SLOPE 1.5% MAX RAMP WIDTH 4' MIN RAMP SLOPE 7.5% MAX LANDING SLOPE 1.5% MAX SIDE SLOPE 10% MAX SIDE SLOPE 10% MAX LANDING LENGTH 4' MIN STREET SLOPE 5% MAX LIP HEIGHT 0" DOME LENGTH 36" MIN STREET INTERSECTION A B C D E F XS G H XL MEASURED MEASURED MEASURED MEASURED MEASURED MEASURED MEASURED MEASURED MEASURED MEASURED CASE "A" 4 6.33%v 1.50% 10.00% 10.00% 4 5.00% 0 36 NE SIMPSON ROAD/MEMORY LANE DESIGN 1458.51 1458.55 1458.45 1458.49 1458.41 1457.87 5.37 1457.91 1458.54 6.30 0.80% 4 6.33% 1.50% 10.00% 10.00% 4 5.00% 0 36 NW SIMPSON ROAD/MEMORY LANE DESIGN 1458.65 1458.63 1458.59 1458.57 1458.63 1458.01 5.57 1457.99 1458.55 6.19 0.53% 4 6.33% 1.50% 10.00% 10.00% 4 5.00% 0 36 NE SIMPSON ROAD/SHADEY TREE LANE DESIGN 1461.01 1461.02 1460.95 1460.96 1460.95 1460.37 5.80 1460.38 1460.98 6.02 0.36% 4 6.33% 1.50% 10.00% 10.00% 4 2.00% 0 36 NW SIMPSON ROAD/SHADEY TREE LANE DESIGN 1460.54 1460.58 1460.48 1460.52 1460.43 1459.90 5.26 1459.94 1460.60 6.56 1.09% 4 6.33% 1.50% 10.00% 10.00% 4 1.36% 0 36 NE MEMORY LANE/LINDEN FLOWER ROAD DESIGN 1459.72 1459.73 1459.66 1459.67 1459.66 1459.16 5.00 1459.17 1459.70 5.32 0.61% 4 6.33% 1.50% 10.00% 10.00% 4 1,25% 0 36 NW MEMORY LANE/LINDEN FLOWER ROAD DESIGN 1459.71 1459.71 1459.65 1459.65 1459.68 1459.15 5.21 1459.15 1459.67 5.26 0.45% 4 6.33% 1.50% 10.00% 10.00% 4 3.00% 0 36 SE MEMORY LANE/LINDEN FLOWER ROAD DESIGN 1459.11 1459.03 1459.05 1458.97 1459.25 1458.53 3.98 1458.47 1458.86 6.90 1.50% 4 6.33% 1.50% 10.00% 10.00% 4 2.00% 0 36 SW MEMORY LANE/LINDEN FLOWER ROAD DESIGN 1459.09 1459.17 1459.03 1459.11 1458.89 1458.53 3.84 1458.59 1459.33 7.06 1.50% 4 6.33% 1.50% 10.00% 10.00% 4 2.75% 0 36 NE LINDEN FLOWER ROAD/PINION COURT DESIGN 1461.92 1461.89 1461.86 1461.83 1461.91 1461.36 4.69 1461.33 1461.80 5.54 0.82% 4 6.33% 1.50% 10.00% 10.00% 4 1.88% 0 36 NW LINDEN FLOWER ROAD/PINION COURT DESIGN 1461.63 1461.69 1461.57 1461.63 1461.51 1461.07 4.41 1461.13 1461.70 5.77 1.33% 4 6.33% 1.50% 10.00% 10.00% 4 1.13%a 0 36 NE LINDEN FLOWER ROAD/DESERT TRUMPET ROAD DESIGN 1464.13 1464.09 1464.07 1464.03 1464.12 1463.57 4.64 1463.53 1464.00 5.49 0.84% 4 6.33% 1.50% 10.00% 10.00% 4 2.13% 0 36 NW LINDEN FLOWER ROAD/DESERT TRUMPET ROAD DESIGN 1464.07 1464.11 1464.01 1464.05 1463.96 1463.51 4.50 1463.55 1464.11 5.56 1.06% 4 6.33% 1.50% 10.00% 10.00% 4 5.00% 0 36 SE LINDEN FLOWER ROAD/SHADEY TREE LANE DESIGN 1461.80 1461.72 1461.74 1461.66 1461.86 1461.22 4.15 1461.16 1461.57 6.20 1.50% 4 6.33% 1.50% 10.00% 10.00% 4 5.00% 0 36 SW LINDEN FLOWER ROAD/SHADEY TREE LANE DESIGN 1461.72 1461.80 1461.66 1461.74 1461.57 1461.16 4.15 1461.22 1461.87 6.28 1.50% 4 6.33% 1.50% 10.00% 10.00% 4 5,00% 0 36 NE LINDEN FLOWER ROAD/FRESSIA DRIVE DESIGN 1464.20 1464.18 1464.14 1464.12 1464.18 1463.64 4.72 1463.62 1464.09 5.38 0.65% 4 6.33% 1.50% 10.00% 10.00% 4 2,13% 0 36 NW LINDEN FLOWER ROAD/FRESSIA DRIVE DESIGN 1463.89 1463.95 1463.83 1463.89 1463.77 1463.33 4.39 1463.39 1463.96 5.77 1.34% 4 6.33%© 1.50% 10.00% 10.00% 4 0.50% 0 36 NE PINION COURT/COSMOS DRIVE DESIGN 1463.32 1463.35 1463.26 1463.29 1463.22 1462.76 4.68 1462.79 1463.35 5.57 0.86% 4 6.33% 1.50% 10.00% 10.00% 4 0.80% 0 36 SE PINION COURT/COSMOS DRIVE DESIGN 1463.10 1463.04 1463.04 1462.98 1463.12 1462.54 4.44 1462.48 1462.93 5.79 1.31% 4 6.33% 1.50% 10.00% 10.00% 4 1.88% 0 36 NW MEMORY LANE/DAMIANA DRIVE DESIGN 1463.10 1463.08 1463.04 1463.02 1463.08 1462.54 4.76 1462.52 1463.00 5.38 0.61% 4 6.33% 1.50% 10,00% 10.00% 4 2.13% 0 36 SW MEMORY LANE/DAMIANA DRIVE DESIGN 1462.78 1462.83 1462.72 1462.77 1462.66 1462.22 4.45 1462.27 1462.84 5.77 1.29% 4 6.33% 1.50% 10.00% 10.00% 4 1.00% 0 36 NE MEMORY LANE/SCRUB JAY ROAD DESIGN 1465.23 1465.25 1465.17 1465.19 1465.14 1464.67 4.71 1464.69 1465.23 5.38 0.66% 4 6.33% 1.50% 10.00% 10.00% 4 2.13% 0 36 SE MEMORY LANE/SCRUB JAY ROAD DESIGN 1465.00 1464.94 1464.94 1464.88 1465.01 1464.44 4.41 1464.38 1464.82 5.77 1.33% 4 6.33% 1.50% 10.00% 10.00% 4 1.00% 0 36 SW SCRUB JAY ROAD/COSMOS DRIVE DESIGN 1468.05 1468.10 1467.99 1468.04 1467.93 1467.49 4.37 1467.54 1468.09 5.51 1.18% 4 6.33% 1.50% 10.00% 10.00% 4 5.00% 0 36 SE SCRUB JAY ROAD/COSMOS DRIVE DESIGN 1468.32 1468.24 1468.26 1468.18 1468.38 1467.74 4.12 1467.68 1468.09 6.20 1.50% 4 6.33% 1.50% 10.00% 10.00% 4 5.00% 0 36 SW SCRUB JAY ROAD/DESERT TRUMPET ROAD DESIGN 1469.30 1469.37 1469.24 1469.31 1469.16 1468.74 4.21 1468.80 1469.39 5.84 1.50% 4 6.33% 1.50% 10.00% 10.00% 4 5.00% 0 36 SE SCRUB JAY ROAD/DESERT TRUMPET ROAD DESIGN 1469.60 1469.52 1469.54 1469.46 1469.66 1469.02 4.13 1468.96 1 1469.37 6.24 1.50% 4 6.33% 1.50% 10.00% 10.00% 4 5.00% 0 36 SW SCRUB JAY ROAD/CATS CLAW DRIVE DESIGN 1471.27 1471.22 1471.21 1471.16 1471.28 1470.71 4.46 1470.66 1471.10 5.76 1.27% 4 6.33% 1.50% 10.00% 10.00% 4 0.90% 0 36 SE SCRUB JAY ROAD/CATS CLAW DRIVE DESIGN 1471.53 1471.55 1471.47 1471.49 1471.43 1470.97 4.67 1470.99 1471.52 5.27 0.61% 4 6.33% 1.50% 10.00% 10.00% 4 2.13% 0 36 NW FRESSIA DRIVE/ CATS CLAW DRIVE DESIGN 1465.68 1465.68 1465.62 1465.62 1465.65 1465.12 4.71 1465.12 1465.62 4.95 0.36% 4 6.33% 1.50% 10.00% 10.00% 4 1.00% 0 36 SW FRESSIA DRIVE/ CATS CLAW DRIVE DESIGN 1465.39 1465.42 1465.33 1465.36 1465.30 1464.83 4.71 1464.86 1465.42 5.57 0.82% 4 6.33% 1.50% 10.00% 10.00% 4 0.00% 0 36 D D 'L cn U Lu U_ 0 - Lu Lu z a J a y ;Y H G f "'SIDE SLOPE 7 _% (" K OF CURB I a6 FLOWLINE ,r' ASIDE SLOPE Gc ER E SIDE SLOPES T..., i R _:�..__........1. 7� i SIDE SLOPE H i -_BACK OF CURB FLOW LINE SIDE SLOPE Q- ECIC TGF OF Ll E7ER ~SIDE SLOPE # FLOWLINE T- I % r, E SACK OF_ 'LRB, F9S 7 y SLOPE E`,`. \'SfDE SLCiPE SIDE �"{ ,I C ' .A .....,.e....+. H //A ' LANDING SLOPE "/ 1.5% MAX AEC ON, Y RAMP SLOPE TRUNCATED o DOME PANEL 7.5% MAX' 3.0 FT MIN SECTION A -A cn 0 tr. Q z cn N z O U W J m Q U J Il a H w U z Q J a O v O I -to Nw Q U Lu U >a O a as az Qa �p LANDING RAMP 1 WIDTH RAMP 2 SLOPE RAMP WIDTH 4' MIN SLOPE RAMP SLOPE (B) 7.5% MAX 7.5% MAX RAMP WIDTH 4' MIN 4.00 FT MIN ACCEPTABLE B RAMP SLOPE (C) 7.5% MAX LANDING WIDTH 4' MIN LANDING SLOPE 1.5% MAX 5 % STREET SLOPE 4.5% MAX LIP NO DOME LENGTH 36" MIN CROSS WALK NO BACK OF WALK B4 132 C2 C4 FACE OF CURB MEASURED STREET INTERSECTION A B1 B2 133 B4 XB Cl C2 C3 C4 XC MEASURED MEASURED MEASURED MEASURED MEASURED MEASURED MEASURED MEASURED CASE "C" o iq BACK OF CURB A FLOWLINE B3 B1 C1 C3 EDGE OF GUTTER LINDEN FLOWER ROAD/SHADEY TREE LANE DESIGN 1461.44 1461,43 le -331.55 1461.90 1462.02 6.27 1461.45 1461.57 1461.99 1462.11 7.20 6 7.50% SLOPE 6 STREET 7.50% 4 2.00%a 4.33% % NO 4.5% MAX 36 NO MEMORY LANE/DAMIANA DRIVE DESIGN 1462.40 1462,39 14E 7.51 1462.86 1462.98 6.27 1462.41 1462.53 1462.95 1463.07 7.20 6 7.50% 6 7.50% 4 2.00% 4.33% NO 36 NO MEMORY LANE/ SCRUB JAY ROAD DESIGN 1464.50 1464,47 146"'.59 1464.96 1465.08 6.27 1464.54 1464.66 1465.05 1465.17 7.20 6 7.50% 6 7.50% 4 2.00% 4.33% NO 36 NO LINDEN FLOWER ROAD/PINION COURT DESIGN 1461.20 1461,19 146" 31 1461.66 1461.78 6.27 1461.21 1461.33 1461.75 1461.87 7.20 6 7.50% 6 7.50% 4 2.00% 4.33% NO 36 NO LINDEN FLOWER ROAD/DESERT TRUMPET ROAD DESIGN 1463.40 1463.39 1463,51 1463.86 1463.98 6.27 1463.41 1463.53 1463.95 1464.07 7.20 6 7.50% 6 7.50% 4 2.00% 4.33% NO 36 NO DESERT TRUMPET ROAD/ SCRUB JAY ROAD DESIGN 1469.30 1469,29 1469.41 1469.76 1469.88 6.27 1469.31 1469.43 1469.97 1469.97 7.20 6 7.50% 6 7.50% 4 2.00% 4.33% NO 36 NO LINDEN FLOWER ROAD/FRESSIA DRIVE DESIGN 1463.47 1463,46 1463.58 1463.93 1464.05 6.27 1463.48 1463.60 1464.02 1464.14 7.20 6 7.50% 6 7.50% 4 2.00% 4.33% NO 36 NO FRESSIA DRIVE/CATS CLAW DRIVE DESIGN 1465.10 1465,09 1465.21 1465.56 1465.68 6.27 1465.11 1465.23 1465.65 1465.77 7.20 6 7.50% 6 7.50% 4 2.00% 4.33% NO 36 NO CATS CLAW DRIVE/SCRUB JAY ROAD DESIGN 1470.90 1470.89 1471.01 1471.36 1471.48 6.27 1470.91 1471.03 1471.45 1471.57 7.20 6 7.50% 6 7.50% 4 2.00% 4.33% NO 36 NO SCRUB JAY ROAD/COSMOS DRIVE DESIGN 1467.80 1467.79 1467.91 1468.26 1468.38 6.27 1467.81 1467.93 1468.35 1468.47 7.20 6 7.50% 6 7.50% 4 2.00% 4.33% NO 36 NO PINION COURT/ COSMOS DRIVE DESIGN 1462.50 1462.49 1462.61 1462.96 1463.08 6.27 1462.51 1462.63 1463.05 1463.17 7.20 6 7.50% 6 7.50% 4 2.00% 4.33% NO 36 NO cn 0 tr. Q z cn N z O U W J m Q U J Il a H w U z Q J a O v O I -to Nw Q U Lu U >a O a as az Qa �p LlfmLgmwEl1�1j LANDING RAMP 1 WIDTH RAMP 2 SLOPE 5.00 FT MIN PER STD SLOPE 7.5% MAX 4.00 FT MIN ACCEPTABLE B 7.5% MAX 3 % 5 % BACK OF WALK B4 132 C2 C4 FACE OF CURB RAMP 1 RAMP 2 0. g o iq BACK OF CURB A FLOWLINE B3 B1 C1 C3 EDGE OF GUTTER A XC- TRUNCATED LANDING DOME PANEL SLOPE 3.00 FT MIN 12 Fr STREET 1.5% SLOPE % 4.5% MAX 2.0% SECTION A -A LIP AT �-3' -) FLOWLINE 'NO" LlfmLgmwEl1�1j