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965d_spp COUNTY OF RIVERSIDE TO HIGHWAY 79 74 STREET IMPROVEMENT PLANS ALL PROPOSED IMPROVEMENTS WITHIN GRAND AVE FLOOD CONTROL R/W TO BE ALL PROPOSED IMPROVEMENTS �Ty AIS MAINTAINED BY CFCD UNLESS NOTED WITHIN FLOOD CONTROL R/W TO 9TH AVE OPEN SPACE LOTS ANDTRACT 30322 BE MAINTAINED BY RCFCD IF OTHERWISE. BIOSWALE STRIP TO BE ® UNLESS NOTED OTHERWISE. MAINTAINED BY VALLEY WIDE DISTRICT, SEE ROUGH SIMPSON RD ' GRADING PLANS FOR DETAILS. �} f 8 OPEN SPACE LOTS AND BIOSWALE ® TR 30322-1 STRIP TO BE MAINTAINED BY VALLEY FUTURE 15 SEWER MAIN STEEL TUBULAR FENCE OLIVE SALT GREEK AVE WIDE DISTRICT. SEE ROUGH GRADING SEE SHT.13 -• PER LANDSCAPING PLANS TR 30322 79 LEGEND,� -VI I SYMBOLS � PLANS FOR DETAILS. � RCFCD R/W � Q10 = 15.6 CFS u, n RETAINING WALL TRACT SEE SHT•12 Q100 = 24.6 CFS ._ . - DOMENIGONI PKWY TRACT BOUNDARY - ---� CQ SITE WEBB 127 (SEPARATE PERMIT) BOUNDARY _mwt mom INSTALL 120 VOLT, 200 WATT L.P.S.V. 9500 LUMEN -- - ® ----- - - --. - -- - -- -- - - _- ---. -._ _...__ - -- -- - �- -- 14 SD EASEMENT DOMENIGONI PKC PATTON AVE ------------ STREET LIGHT PER RIVERSIDE COUNTY STD. 1001 _ F _ _. r EXIST. CB INSTALL 22 500 LUMEN HIGH PRESSURE SODIUM , ,, � --- - -` ® _ \ = PRIMARY en SECONDARY us Q10 - 1.6 CFS ® --` ® 'i STREET LIGHT PER RIVERSIDE COUNTY STD. 1001 i ,�, 23 - 11 Q10 4.4 CFS , , , Q100 = 2.6 CFS 15 SD 10 11 30 M ACCESS 24 126 OS � 1 Q100 = s.8 CFS ACCESS W STREET LIGHTS TO BE INSTALLED BY OTHERS I�® 1 °\` EASEMENT; 17 18 � Q10 2.6 CFS '�' l,, WQ BASIN #1 ;\ _ L� cn �l\ I /l/ LINE E r- ® M Q100----4:0 GFS-- ;. ` __ ._.. _ ® PER STREET LIGHT PLAN FOR BEELER ROAD, ADAMS STREET �I�' N I !II - ---__ _ ----___�_ z ® SEE SHT. 13 AND WESTERN HILLS DRIVE. u w I i - - -----If I --� - --.__ w . t FUTURE STREET LIGHTS TO BE INSTALLED ON DOMENIGONI 2 \ / if / - - 1 II I, - e Q_ 16 w / -o ` 25 W S E SHT.12 ilp- 37 PARKWAY PER SEPARATE PLAN. / r_-_- ---- 0 __.-----___ �\ g®v ® °� - / -_�_._ / 31 0111 III NTS --� uj o I SECTION 33 TSS R2W STREET TREES 1 - -- d '°- , 'I I i E� 8 13 --- O 0 21 ®- --.._ -- 28 I -- - 36 II I e� 20 cn >- - �- TC TOP OF CURB IMPROVEMENTS ON BEELER RD. i 3 I I(lw II I c�� - gym v -J = _ 26 Q 2 s CFS 100 - 4.6 CFs V) MS 4301, IP 150018 (� ! ;i - - 15 O GB GRADE BREAK p� 1 is( - c ',,� -�- ___ - :�' - 27 /` 32 - __..__. !I III„ II I TO BE CONSTRUCTED (o _ PRIOR TO TR 30322 �I„� 11 4 1 dQ 14 _ - '�� 1 ,' �_,-__ 35 II IIS II v WESTERN - _ PR p®SED = ! - -- -I I II® I 04 ITDEVELOPER FL - FLOWLINE BY OTHERS �'® s 11u ... -` \ ®- pa - I1 iii ii( HILLS DRIVE - - EY OTHERS a SII ----- NP -- / _.. EC - END CURVE -� ��--- - - _ _ BETWNDOMENIGONIPARKWAY - ® - -®® _� - -_- o 33 _- __ _ I H SII I ' „ 6 TRACT BOUNDARY SR CONESTOGA, LL _ B EEN BEELER ROAD I i. "I 5 _ �/ J '�=�'® - Qyp .. I II AND ADAMS STREET 41391 KALMIA STREET, SUITE 200 n g 1 CES m MURRIETA, CA 92562 BC BEGIN CURVE I' a 1 .� '' \ `° � 34 III III PROP. IMPROVEMENTS PER SEE SHEET 12 1;; I "f ®, Q1oo = 2.7 �, WINCHESTER, CA 951 200-2365 44 4 CES Z® S 4299, IP 150016 ( ) ® OTHERS ECR - END CURB RETURN �� - - ! _ / 42 B 5 46 4 ,° ,\ = -®®_ _ t , S ATTN JIM LYTLE C r BY R LINE® �° = _ /�� ✓� Q10 = 2.4 CFS - BCR- BEGIN CURB RETURN SEE SHT.13 i P %® - ® 41 Q10 .s CFS -r- SD INLET _ '1 ® 48 49 == -_- __ _ I I ENGINEER/ f2 W RIGHT OF WAY 10 = 22.5 CFS = -- _ __ - - CB #3 ` 40 '' (� ------ - -- _ _ - '° Q C Q100 = 35.6 CFS Q]0 - �3 CFS �_ 0 115 �� ALBERT A. WEBB ASSOCIATESGEOLOGIST Q100 = .9 CFS SRA1L ' - - - RIGHT q - ROQKE� RT o __._. (� _ 1 IMPROVEMENTS PER 3788 McCRAY STREET i n 38 39 _- -= _ _- -- ...._._ 4 i 16 MS 4298, IP 150015 RIVERSIDE, CA 92506 EST, IN TRACT BOUNDARY �; �-- CB I II II LT LEFT 125 GEOCON W C = I Q10 = 4.2 CFS ( E� 114 II ? TO BE CONSTRUCTED (951) 686-1070 LACE, SUITE 101 �,, WQ BASIN #2 ';` if ^ 81 100 s.s cFs _ -_______-.._ ___. MURRIETA 41571 RCAN92562 i r a l - ® LINE A I (II ! PRIOR TO TR 30322 ATTN: DANIELLE LOGSDON ' CL - CENTERLINE CB 1 I si ? o 69 117 I BY OTHERS PH. (951) 304-2300 ►� �i I '+�, =� SEE SH .11 79 78 50 _ .. _._ _ I(I I HP Q10 = 0.5 CFS ii I i P e,-= A- 106 #4 0 1 s � � 1 � � � FAX (951) 304-2392 HIGH POINT " ® Q100 = 0.8 CFS ry. _ _ - l.. X10 = 0.2 CFS 113 - ------ 0II II _ SET 4 X100 - 0.4 CFS -- _ ® DIRECTION OF FLOW EXIST. CB -- - 1 �l=' (� 80 ;'' REPORT DATE: MARCH 11, 2015 Q10 = 5.4 CFS y-- 68 - __ 77 I n -- RETAINING WALL Q100 = 8.4 CFS I E 51 _ --- ----i, 118 III j (I CONTACT s PONY TRACKS COURT ` (11 LINE B 7® - Q 112 I SR CONESTOGA, LLC - BLOCK WALL , , III ! SEE SHT.11 h ___-_ __.__ _ _ III I \ 41391 KALMIA STREET, SUITE 200 - ®® - RIGHT OF WAY LINE CB 2 Il e I 67 52 119 I I (I MURRIETA, TOPOGRAPHY SOURCE - _ _ -_ __._ CA 92562 # I II! 88 �; 76 C -_- - STREET CENTERLINE Q10 = 10.0 CFS I,I II I 87I _- � ;` I II II (I (951) 200-2365 INLAND AERIAL SURVEY Q1 00 = 15.9 CFS - - I ��II I �___ _--- 71 73 74 75 111 -_-----_-__---III II ATTN• JIM LYTLE ----- ----- -- - 7117 ARLINGTON AVENUE SUITE A - TRACT BOUNDARY - 72 S ES I I ALL STREET LIGHTS OUTSIDE _.. i , --- -; I I RIVERSIDE CA 92503 I�I II(! I 89 66 ,�` I 53 120 I h I THE TRACT BOUNDARY TO BE ' of II( 0 86 >- _____ ___ ! ? I INSTALLED BY OTHERS ICOORDINATES (951) 683-3248 - - - - - '- _ _ __,-_ ___i_ __ .__-- Q 0, 110 __- DATED: 12/27/2013 9_-- Z 1 ® I CCS NAD83, ZONE VI BASED ON NGS REVISED: 02/18/2014 III womem 1,I 1110 I I ' 0 j I - 121 0111 I III STATIONS "BELL" 8e "AHMT RYAN", EPOCH I1 i II 185 -._.-__.. `= zSHEET7 55 54 I I II III 1991.35 65 63 62 61 60 59 l 58 57 56 1 �- 109 -------------- 64 -- �Iil 91 --- i 11 II I Q I Q I ®0 0®' (� Q Q - ----- I III I II IBELL (DX3774) AHMT RYAN (DX5267) ALL STREET LIGHTS I 84 E� - =- `- I 122 III (I I N 2184600.02 N 2212486.808 OUTSIDE THE TRACT BOUNDARY TO BE ((I ; I ___ -� - - 108 r__._ _ E 6287242.23 E 6328559.345 III I ' IH - _------ BUN'KHOUSE � INSTALLED BY OTHERS III r 83 i� 92 - - - - 1230 III III , i 07 l it 8momm231L /ammsm 93MM94mmm! 5 96 OEM97 98 99 100 101 102 103 104 105 I 1ams 06 Mum, wam's FrAKIMIII mamm! !. III I j ® ® ! S fIEE'T ® I SET 1( : . 124 I NOTICE TO CONTRACTOR =_ ® - _ Q10 211.2 CFS III Q100 = 334.4 CFS THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES 10 = 171.4 F I SHEET INDEX: PRIMARY S CONDARY _ _�r= =_ . SHOWN ON THESE PLANS MAIN 0 = I'-__�- A^,�C�� _ TRACT BOUNDARY T (UTILITY PIPES, STRUCTURE, ETC ) ( - ------ ==- -______-----_--- _--- -_ _ 3 _ - --_ LINES ONLY NO SERVICE LATERALS) ,, - - _--- _--_-__-_ --- SHEET 1 TITLE SHEET ___ EN ---PAR �_ _ _-_- _-_-_-_ _____ -_ --�------------=-=-=- -a- WERE ASCERTAINED BY A REVIEW BY A REVIEW OF RECORDS (FORMERLY NEWPORT OAD) II III SHEET 2 NOTES, QUANTITIES, TYPICAL SECTIONS PROVIDED BY THESE MEMBER AGENCIES AND ARE APPROXIMATE. - - / NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY - -4 _ _ __ _ _ _ _ __ ___ _ _ ___ _ ___ __ __ _ _ ____ __ _ __ __®_ __ __ _ _ __ _ __ ___ ® \ II III SHEET CURB RETURN DETAILS "�► RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE \ ` /� \ \� I`I SHEET 4 CROOKED TRAIL LOCATION SHOWN. �� (�( � - L En IN' I I I I I II I III SHEET 5 CANTEEN CIRCLE Q N THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY „I - I I ` ; LYNDE COURT SHEET 6 • MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY I' , I'I III SHEET 7 BUNKHOUSE ROAD n OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, I 1 TENTATIVE TRACT 31142 EXIST. IMPROVEMENTS BY to LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR BEELER ROAD ADAMS STREETSHEET 6 CAMPFIRE CIRCLE CUSTER COURT PRIOR TO COMMENCEMENT OF CONSTRUCTION. EX. DOMENIGONI PARKWAY C/L RIVERSIDE COUNTY PER STREET LIGHTS TO BE SEEN PORT ROAD STREET CHARTNEWPORT ROAD STREET SHEET 9 PONY TRACKS COURT MESQUITE AY o CALL UNDERGROUND SERVICE ALERT (U.S.A) 1-800-227-2600 AT INSTALLED BY OTHERS IMPROVEMENT PLANS SCALE: 1°' - 100' IMPROVEMENT PLANS SHEET 10 DOMENIGONI PARKWAY C LEAST 2 WORKING DAYS PRIOR TO EXCAVATION (TYP) FILE 933-BB FILE 933-BB SHEET 11 STORM DRAIN PLAIN LINE-A AND LINE- THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF SHEET 12 STORM DRAIN PLAN LINE-C, H AND LINE-G � � GOVERNING AGENCIES IN DETERMINING BOND AMOUNTS AND/OR SHEET 13 STORM DRAIN PLAN LINE-E AND LINE-F o FEES AND IS NOT TO BE USED FOR BID PURPOSES. `uj ADAMS STREET, BEELER ROAD, AND WESTERN HILLS SHEET 1 STORM DRAIN PLAN CONNECTOR PIPE PROFILES w DRIVE (FROM BEELER RD. TO ADAMS ST.) WILL BELLJ .�r. WEBBY;a SHEET 15-16 STORM DAIN PLAN DETAILS s CONSTRUCTED PER: �� MS 4298 IP 150015 LLI CL Ld MS 4300 IP 150017co MS 4301 IP 150018 CONSTRUCTION OF SAID ROADS SHALL BE COMPLETED - >� PRIOR TO THE CONSTRUCTION OF TRACT 30322. WATER QUALITY BASINS MAINTAINED BY THIS PROJECT IS BONDED AND TO II9 9 MAINTENANCE CFD. TO BE INSPECTED BY CONSTRUCTION �- 1 100 TRAFFIC SIGNAL AT DOMENIGONI PARKWAY AND RICE INSPECTION DIVISION _ 50 0 100 200 300 ROAD O D SHALL BE CONSTRUCTED PER MS 4302, IP NOTE: APPROVAL -Y THE TRANSPORTATION DEPA T E T I FOR W G� O WITHIN THE A RIGHT-OF-WAY ONLY. L SEAL - ENGINEER BENCHMARK: SHEET NO. z NOTE: � ENGINEERINGCONSULTANTS WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3768 MCCRAY STREET NAVD88 BASED ON NGS CONTROL Q ® nnnnnn�ww�nn � FEsst� AND RCFC&WCD BENCHMARKS: COUNTY OF RIVERSIDE -- COMMENCE UNTIL AN ENCROACHMENT PERMIT �� M. t�CWEBB RIVERSIDE CA. 92506 0 (n< DIAL 0 WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. ( } ) �.�< DAYS BEFORE �' '� P H. 9 51 6-1070 N P02 (DX5632 ELEV. 1497.91SCHEDULE "A" IBEFORE Z10626 ELEV. 1514.08 0 00 YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR FAX (951 ) 7 - 1256 Z14352 ELEV. 1424.53 1, YOU DIG w L_ ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �® �� I OF 16-SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED BY: - TOLL FREE 1- 0-227-2600 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �� m� R.C.E. NO.: SCALE: A PUBLIC SERVICE BY MARK BY DATE A ° DATE � .CAS, FOR: W.O. COUNTY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS _-- __.�._ /A IA .r y UNDER GROU'ND SERVICE ALERT COUNTY DATE, H. V: S C NEST GA, LLC . REVISING THE PLANS FOR APPROVAL BY THE COUNTY, ENGINEER 1 024 FILE N0. CONSTRUCTION NOTES AND QUANTITY ESTIMATES: GENERAL NOTES : PROPOSED PROPOSED R / 56' R W RCTD QUANTITY ESTIMATES (PRELIMINARY) +,-7&5 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 10' 36' 10' 1 CONSTRUCT 0.258 A.C. OVER ', A.B. CL. II 139,830 SF 2,516 TON f , CY FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC , 2 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200. 7,860 LF USE, AND TO BE RESPONSIBILE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL 4e 6e 78 11 11 7 6 REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT, ADDITIONAL SIDE- SIDE- 3 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. 400 & 401 (W=6') 47,160 SF STUDIES ANDIOR PERMITS MAY BE REQUIRED. WALK WALK „ 4 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. 209 1,770 SF 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND �°1 C&G A.C. 6" RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION / qX 2� MAX PAVEMEN C&G 2% MAX 21 P FPERGEOTECHNICAL- REPORTCONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403, CASE A. 6 EA SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION° '� ��i/; / / 1,250 LF �� ;, � , ,, D BY GEOCON WEST, INC. 6 CONSTRUCT STABILIZED D.G. PASEO TRAIL WITH CONCRETE H DERS PER VALLEY WIDE PHONE: (951) 955-8885 FOR PARCEL MAPS AND TRACT MAPS. %�/ ,�/i/ / i / i,�i� i� /moi✓A JOINT UTILITIES DATED: MARCH 11 2015 JOINT UTILITIES �� ,��,��,��,��,,��, ��, �� ,� - �,�,�,�, TRENCH E COMPACTED SUBGRADE STD. NO. LC-01 (W=10 ) (ON NORTH SIDE OF DOMENIGONI PARKWAY) SEE SHE 10. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1221. TRENCH BASE COURSEITHER SIDE EITHER SIDE 7 INSTALL STREET NAME SIGN PER RIV. CO. STD. 1221. 5 EA 4. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND 8 REMOVE EXISTING BARRICADE 5 EA SUBSEQUENT` AMENDMENTS. I 9 CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403 FOR TEE INTERSECTION 3 EA 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET LOCAL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. IF CONSTRUCTION STD. No. 105 10 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. 207 15,800 F CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING CENTERLINE OF RIGHT-OF-WAY. PRIOR TO ROAD MODIFIED PER THIRD & FIFTH SUPERVISORIAL DISTRICT STANDARDS 11 SAWCUT REMOVE EXISTING PAVEMENT AND OVERLAY PER DETAIL ON SHEET 2 86 LF CONSTRUCTION, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, TIE POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH THE BUNKHOUSE ROAD, LYNDE COURT, CUSTER COURT, 12 RETROFIT EXISTING 7' WIDE CATCH BASIN WITH FOSSIL FILTER PER RIV. CO. STD. 300A /EA COUNTY SURVEYOR PURSUANT TO SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE. SURVEY POINTS DESTROYED DURING CONSTRUCTION SHALL BE RESET, AND A SECOND CORNER RECORD FILED CAMPFIRE CIRCLE, CROOKED TRAIL, MESQUITE WAY, ROADWAY EXCAVATION 909 CY FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS. PONY TRACK COURT AND CANTEENCIRCLE ASPHALT EMULSION 1.8 TONS 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, (T.I.-5.5, R=6, A.C.=0.25', INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. NOT TO SCALE STREET TREES 124 EA 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO STREET LIGHTS 20 EA COUNTY STANDARD NO. 206 ANDIOR NO. 207, AS DIRECTED IN THE FIELD. UTILITY TRENCH 4,021 LF 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. DRAINAGE FACILITIES THAT ARE SHOWN ON STORM DRAIN PLANS, WILL BE MAINTAINED BY RIVERSIDE COUNTY TRANSPORTATION DEPT. 9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS SHALL BE TAKEN AND MAY BE TAKEN FOR PERMIT CASES BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. EXISTING HALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT NORTH LS/ON FOG SEAL S TING EXISTING EXISTING UTH STORM DRAIN CONSTRUCTION NOTES 10. ASPHALTIC EMU ( ) EXIS I R/W OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND R/W152 0.03 GALLON PER SQUARE YARD RESPECTIVELY ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 2 CONSTRUCT 18" RCP (D-LOAD PER PROFILE) 117 LF AND 94 OF THE STATE STANDARD SPECIFICATIONS. 76' 76' T 22 21' 110' 21' 21 CONSTRUCT 24" RCP (D-LOAD PER PROFILE) 324 LF 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499.(MAGNOLIA GRANDOLFLORA, PODOCARPUS GRACILIOR, QUERCUS ILEX) 8 10' 3'± 10' 12' 12' 14' 7' 7' 14' 12' 12' 10' " I 22 CONSTRUCT 30 RCP (D-LOAD PER PROFILE) 565 LF PROP. 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. PROP. PASEp PROP. I CONSTRUCT CURB INLET CATCH BASIN LOCAL DEPRESSION PER RIVERSIDE COUNTY STD. N0. 300 8 EA 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM LANDSCAPING TRAIL LANDSCAPING AND STD. N0. 311, CASE "C". INSTALL FOSSIL FILTER PER RIV. CO. STD. 300A AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT WALL PER 6" A.C. EX. 8" EX. 8" EX 8" �P� FOR ROAD IMPROVEMENTS TO CENTERLINE, EX. 8" PAVEMENT CURB CURB INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE PERMIT TE 2' 2% MAX CURB 2% _ 2% CURB 2% MAX `�' CONSTRUCT MANHOLE NO. 1 PER RCFC WCD STD. DWG. MH251 2 EA CURRENT ASSIGNED TRAFFIC INDEX. -� - ®-®-- ----- == __=-�==J ®®-®®- -iii--1 -mss-�__�_________ ---®------------ 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON EX. CURBED 2 CONSTRUCT JUNCTION STRUCTURE N0, 2 PER RCFC WCD STD. DWG. JS227 3 EA LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING 6" THK D.G. MEDIAN CONSTRUCT HEADWALL AND WINGWALL PER DETAIL ON SHEET 15 IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE 12" W HEADER DIMENSIONS PER PLAN 4 EAPLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE 2 ( ) LANDSCAPING GUIDELINES DATED OCTOBER 2009. 21' PARKWAY EX. IMPROVEMENTS BY RIVERSIDE COUNTY 28 CONSTRUCT 36" RCP (D-LOAD PER PROFILE) 82 LF 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING IMPROVEMENTS PER STREET IMPROVEMENT PLANS FOR THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR UNDER TRACT 30322 NEWPORT ROAD, FILE N0. 933 BB 3p CONSTRUCT CONCRETE DROP INLET (W/ 3 GRATES) PER RCFC&WCD STD. DWG. CB-110, MODIFIED 2 EA INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT PER DETAIL ON SHEET 16 yy____ 16A. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) DOMENIGONI PARKWAY ® ; e'�`Lr3 r► 57P 300 l C®� CFO pr"►O'^ 7 PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER NOTE . PFUOP�TO 5bILDING FINAL INSPECTION,BUILDEPi Fossil E A sl�l �� '� RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HIGHWAY 5HALL ENTER INTO AN AGREEMENTTO i'R4VIDE &P v* 4 Ths,��tI4A'#vv. AND MONITORING PLAN FOR THE SITE. RESIDENTIAL ARTERIAL (URBAN) CASH IN LIEU OF CONS-t'RUCTIDN OF HALF MEDIAN STD. No. 91 LAN175CAF'E IMAR0VEWtTc1NT5 ALONG PF O TE CT 16B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY WITH A COPY OF MODIFIED PER THIRD SUPERVISORIAL DISTRICT FPUNTAGE, THE NOI, WITH A VALID WDID NUMBER. NOT TO SCALE 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 THE 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 TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. 19. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO APPLY TO RIVERSIDE COUNTY FLOOD CONTROL (RCFC) FOR PERMITS WHEN ANY STORM DRAIN PIPE NEEDS TO BE CONNECTED WITH A RCFC FACILITY. R/W SOUTH OR NEST CIL NORTH OR EAST R/W z 2' MIN. OVERLAY 0 � 0.10' MIN. THICKNESS SAWCUT AND REMOVE 7' 4'* 6' �' OR AS DIRECTED EX. AC PAVEMENT 1' MIN. WN CURB SIDEWALK EXIST. AC PAVEMENT C V) _ PROPOSED AC PAVEMENT < �J % w 4' MIN 4' MIN JOINT UTILITIES o < . s TRENCH L- --- -- - ---- WATER I 4 (EITHER SIDE) --- - - - - o MAIN CLR. SEWER RECYCLED WATER STORM MAIN MAIN N DRAIN N F * STORM DRAIN CENTERLINE IS SET AT 4' OFFSET FROM STREET I L CENTERLINE. THIS DIFFERS FROM THE STANDARD OF 6 IN ORDER TO 0-- 0 MEET HEALTH DEPARTMENT REQUIREMENT OF 4 MINIMUM SEPARATION NOT TO SCALE o BETWEEN THE WATER AND STORM DRAIN, cn uj .�► L Li w UNDERGROUND UTILITY LOCATIONScn z TYPICAL SECTIONN z NOT TO SCALE o i 0 z CD z 0 TE: APPROVAL BY THE TRANSPORTATION EPA T E T IS FOR 0 WITHIN THE ROA® IHT-OF- AY ONLY. c 0 N o SEAL - ENGINEER BENCHMARK: SHEET NO. z C LT SEE SHEET 1 \� WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788 cCRAY STREET OFESS/ COUNTY OF RIVERSIDE2 COMMENCE UNTIL AN ENCROACHMENT PERMIT ��®�� M. �® `� WEBB RIVERSIDE CA. 92506 N 0 En(n ®IAL TW0 WORKING .� 1, PH. (951 ) 6�6-1070SCHEDULE "A" 0 BEFORE �t, DAYS BEFORE AND/OR A GRADING PERMIT HAS DEEN ISSUED. _ � � �, C I FAX 951 76a3® 1256 STREET IMPROVEMENT PLAN o THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 1 YOU DIG You DIG ��. ��,�� ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. , QUANTITIES, TYPICAL OF SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL � � PREPARE® Y: 00- TOLL FREE 1-800-227-2600 .� R.C.E. NO.: OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK DY DATE APP . DATE �p� �, _. SCALE: FOR: W.® COUNTI-Y a A PUBLIC SERVICE BY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS DATE: Fy; / �; / SR CONESTOGA, LLC 1 -0024 FILE NO. UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY f I i O\j \ , 1 1 ®IDo / I a 0 \ s O / 0 0000 \ / °® 59.64 TC l- I jl ILu 59.14 FL Do0 59.15 TC ,rte a 59.15 FL STA 12+51.18 Owev -, SEE BEELER STREET59.15 TC I o \ 59.15 FL PLAN AND PROFILE \ I ' 59.66 TG O PER ISS 4301, IP 15001€3 I CROOKED TRAIL O 59,16 FL ° oIN, I f r _ NORTH RAMP CROOKED TRAIL 10+43.81 ECR II 59.60 "- U IL MESQITE WAY Y, 59.35 TC INTERSECTION 59.48 TC o , � s BW S� ''' c� � 58.98 FLko o ®® / d� \ 1„ = 20' 59.03 TC `' - 59.03 FLS� 9 u 19 S 2 59.07 TC <0 INTERSECTION pd�® �� + � 59.07 F l 47 -� '�® F0. °`°oo°o B1+V 1„ = 20' Q�"'-®� GSn�, o a ° � 9� s°oj� gyp° p� i. �G \ ` S� � c�• 59.60 TC ®g 9.0� 0 59. �' p� F� ms's o �� FS 00 0 10 FL � �p0 5 p®� 000 ��® O Oo 9�®® hp' c uj °�° < O� F�- ®9 o S S1 ?1 g ® �� 'S �G O' S 59.43 F, �\® o 0 BW Lu V2 �59 p S 59.53 GILO BW 69 t!y W 159.67aWEBB �,.� G� co . Q , I B + VG 93 B I I I CROOKED T IL WEBB , - \ 74 12+77.48 BCR 59.96 SOUTHEAST CURB URN 59.66 TG BW T T SOUTHWEST T 1" = 10' 1" = 10' CURB RETURN 1" 10' 1" 10' O 4`' ® ® f 7 / /® \ I /� CIO ro 7 !° °OOO 0 � _ _ / 00c-) J - p.5 0 59.61 TC 15 I c 59.11 FL .&I CIP 59.15 TC --- I 59.15 FL ® - STA 15+38.58 1 1 ,�� IN, / �® o 59.17 TC - I Oo o ,� 59.70 TC - I o° 0 6" T 59.20 FL 59.17 FL ®- t i' ° ` - ®®_ \ - CROOKET IL 20 P 61.84 1 �� o phi® �S BW -0 _ - ® - - 1-1 LLI Lu NORTH RAMP / o 1 r ' lot ✓` \\ // \\ - I ' \ ! /' CROOKED TRAIL �c 0 01 h I / /� \\ CROOKED TRAIL �\ f0 O ! \ - T s Ld CROOKED TRAIL PONY TRACKS COURT I ® w ^� O 00NORTHWEST CURB RETURN , INTERSECTION Y JY f \� S�S'�S, c � -co Ld 94 ,� C cp G I® TRAIL CANTEENI 62.19 TC I o < `�.✓ S9 S9��A Alb �' <t I T TI \ 61.69 FL °' "� �`� S,g2� 2® Tcf B 66 B215 o � 1" 20' 00 I o Sr V) , 0 \ �� 4�' S 9-g "G 61.75 TC �, �Q�9 g ®�� 5 !, �G AOO Oo 0 p�`� � \' C) 61.75 FL F o°oS fig . on z 59.86 0 -� / ° 4- uj STA 13+80.96 ®0 0 0 B ° o° 8�4� g `599 ® p�°oO � �� p t IBJ o 00 l L ° 3� Cy 3® l '\o°o O s 6�, 61.78 TC111100 o O ! ' y ,� °° 9 U I 61.76 FL o LLJ IN,S,q� / q 5�9 F,G� .� '� �, c'a �c�' 62.33 TC - ,rs h4 , FS k��`o�6G f LIJ 61.83 FL Li : WEBB a_ E cn L J S.9 ih FS 60.06 4�' 62�.y47 ti BW CV w'' 10+44.88 8C 60.03 �0% o L SOUTHWEST \ � 59.91 TC 60 �, RAMP 0' 1" = 10' SOUT T _ SOUTHEAST1" ' 1n 1®' z NOTE. APPROVAL Y THE TRANSPORTATION DEPART ENT IS FOR WORK = 10W WL. O WITHIN THE ROA® RIGHT-OF-WAY ONLY. 1" = 10' L �I cn z >- 0 e SEAL ENGINEER BENCHMARK, SHEET NO. A. ENGINEERING TAT T I ' WORK CONTAINED WITHIN THESE PLANS SHALL NOT �SOFESSA 3788 cC AY STREET SEE sHEET 1 COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERIT �o �� M. 4® l�' WEBB RIVERSIDE CA. 92506 3 DIAL TWO WORKING �� `�� c� PH. (951 ) 666- 1070 BEFORE AND/OR A GRADING PERMIT HAS BEEN ISSUED, o r7 eti� DAYS BEFORE �' ® FAX 951 788- 1256 C.1 ®U ®LG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR - STREET IMPROVEMENT PLAN YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. __._- O. 079582 OF 16 SHEETS j TOLL FREE 1-800-227-2600 IN THE EVENT OF DISCREPANCIES ARISING AFTER COU APPROVAL PREPARED BY: / RETURN CURB 'Is '2 Of OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ° $r 'vR.C.E. NO.: SCALE: MONOo A PUBLIC SERVICE BY MARK BY DATE APP . DATE SOP CAS, FOR: W.O. COUNTY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS DATE: �1� H: /A V: /A S CONESTG LLC FILE NO> UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY 1 04 ;6 `7- L-635.33' Pl=�1461.0 I ty_ m 100' VC 100' VC 100' VC 100, VC I - - L i Lu 100, VC PI=1459.05 1 PI=1459.23 7 m L=40.07' PI=1459.83 PI=1459.95 1 m 0; rc"q: :1=1458.76 - ui 0 00 r- co PI=l 459.5' -4: + m m > U-) U5.1- I r�,rc; 4 14-, M m M M U:) to r- 04 00 +to C14 u') n �o 04 C*4 oq r- 1000 0000 04 +�W6 00to C) C) to 00 to, C:�M M C> MW M M CD cq co 04 4_7 U') ul 00 u') r-:U? 0 CD C)cq c) m, 004 co Lo c'o 4 r- cq to po . m U) n-4- 00 n 00�4_ C5 ko to w C" "t C-4 co lu) 64 r__ o�cc! r-0-) 4 01 04 4 CN m 04 M U-) cy; . vi n o6`1� r- "N16i, 0`1 m -1 C14 or) 0; 06 n C-4 +.Lo Lo M +U-) C4 m "d- r- 0 m +W) +ul m m +W) I cy? ; r- +Lo cn k7; +Lo +Lo "141 '614 "14 -u"y Lo CD c� (o cr, +U-) cy; +Lo U-j +Lot 0.67% C) "t 00 cn +u +Lo +U') "t d- d- -a- T C) + +U) +v) +u + coo- Lo h, co AL51l..-�!�2 ...... wfo ............ +Lo +La Aa---, '�d- .11-n -U.tiz% 0.81% 0 1 446-G-t T--- 0 .8- Nil -j 0 141 A14 0.947- �j 13+64.06 CB#3 CB#5 -------------------------r PROP. TC m / I I - 18, LT CB#1 W=4.0', V=4.15' W=7.0', V=3.4G' If 1459.21 TC, 1459'.38 TC. 0000 W=7.0, V=5.3' c* If 00 0-j Lu (60 1458.98 TC, 1458.38 FL 1458.55 FL If 0 :z +US r-a-1 .64--4- +ul) 14:53 L�68 1458.15 FL , 1455. 6 14 5.98 1 co C)14- 100, VC /If INV loo vc - INV PI=1459.93 C.> ui C) 'IV Pl--1459.81 100' VC If u Cl U-1 yc=ioo 00' _j 00' yC m co c CIi _4 U PI=1459.03 > w If Lq m + + 10 + + PVI=1458.74 1 PI=1456.75 Lo - - pp V) to M (o pe) 041C14 04 t CD '4- LL_ r-n C.0 cq n 4LO 'D 7N CD (o��m CD (000 P�n po C14 04 00 L0 0 0� uor cl CD -�d_C) -4 oq fQo 00 r- 0000 00 to oq cq 'o 00 �d- 10 C6 rl- 00 C:> c"14 - C14 CD c) (o n ()o pe) C) CD C-�C U-_� �cq co 0; cc� "i 00 n Cl cq C) n o6 �o; Cy! cm" 4: c-4 r- L0 C-4 ,.t c6 rl: EX GROUND m qd- to r- 0) 1 + (o r_-� CC! U*') 0; C14 C3;04 M cy; oj 04 M 00, + + u Lo 00 p-_Lo 4 cj 6,6 q* a; C14 m to m 04 m d- 0) '0 + 01.0 oi u m r-cy; C14 a) Lo r CL 0 I" + U Lo +u) + +to + +o to �j'�t __L_ - .0 0006 uu +C-)Lo +U-) + + Lo + + -d- -d-4 + U.) -OL 1 0.55% Lo co 00 + + C,4�t .14- ��u 5 U-) --d- + U) (o --- --- .,I* +Lo Lo C14-4- n - n ul) 1� _Ld --------- (-2.007.) +Lo E>u 04 m �2 :m- + + > Se"o- L =M- ------------ ----------- ------ IL------ - ------ 0.67% ------------- ---------- -- c> .......... .......... ....... -------- t 070 0 0_1�'5'37. -0.51% 1 1 11 - I 1 0.8 % C-0 0 m 0.9476 PROP. GRADE 0% 15+11.54 CROOKED TRAIL= 100' Vc m Lo 12+27.86 CROOKED TRAII-0 I - C) >< (n C-4 ro 13+18.19 MESQUITE WAY 1 04 10+00.00 PONY TRACKS COURT @ CL PI=1461.30 06 �d: C)I _j Cj LL_ .-STREET -IMPROVEMENT§, q Pon 00,7t 1459.75 If "_ ,,, 00 1 00 c.6 O� 1?m PER MS 4301 IP # 150018 +Lo +U-) X , / - r- co i +U-):z L-0 + C).4-0 > Lj 100' Vc uj 100, VC 100, VC I co Lo m PI=1459.05 Q� PI=1459.23 i U co C-) U 4 00, PI 1-458.76 C.) 00 C3 U cy- ail u 00 u �; c m W 1- > U-) + O.LoiL m M pr) U-) 04 pr) LLJ + �o r--.0 oc) m LL_ Q� +co F-LL. (D 00 C14 (6 r- 00 c:j �+ v (o (o 00 C) + Q�U-) 04 Cj 00 +to to oo co C-) + 00 cq 00 cq-�t ul) 4: M q- CD�1_ C4 LLJ 00`d- po C14 C)C4 U-) PROP. TC A14 0.) to Lo '614 A14 06 1p I u') + 06 00 too) Id: 0')CN cy;ko +Lo Lo U-) r-CD 00�4_ c� 4 oi CD (o 0; 0�j oi 06 m 0; 1 04 0-) CAM +Lo 1.31% +Lo U-5 + @ 1-8, R 6- -00 + +LoLo +Lo 74 0.85% + +U-) Lo m CD 00 +Lo +Lo +Fo to V* to 4- --I- cq K) +Lo d-�4- Lo t +L +u ............ ....... .......... &........... ...... -0-837. T -A 41 41-41 4 ou C,4 ui V1 A14 m 00 -4- U- LL_ U- -0.50% CB 6 + to 1 13+64.06 CB 4 00 m j _j _j 00 (0 04 +4LO Lo� WY 0.94%�, c� -7 C) o.) r- W=7.0', V=3.41' Lo -0-) i W=4.0', V=4.18' (N 0i 0.) 'o 1 0.) 0) 0) to 00 r- Lo C14 N co Lo U-) Lo 00 co Lo oi cri 1459.38 TC, Lo- (m oi 0; ui __j to 1459.21 TC, r_:ul 04 cy; ul + tn u) Lo U-) L�36.92' + oi -d- -4- -4- 1458.55 FL 1458.38 FL u') +in -if-ILO Lo 00 +Lo PI-41462.35' + U-) CD�t 01)ro 04 1455.03 100, VC -`-,�55.�97 100' Vc U')Lo 9 ,06 q- PI=1459.83 INV 1=1459.55 04 06 00 PI=145 .95 INV 1453.80 _ INV DESIGN SPEED 30MPH I PROFILE SCALES HORIZ. 1 =40' VERT. 1 =4v C U R"VE D%A T A 10 11 12 13 14 15 'A 6 17 18 19 20 21 _0 DELTA RADIUS LENGTH TANGENT 1 88'09'59" 25.00' 38.47' 24.21' NOTE 0 _j 23 (6 9 1*50'0 1" 25.00' 40.07' 25.81' < 25.55' WATER QUALITY BASINS MAINTAINED BY U) co �l 3 9 2'08'0 1" 25.00' 40.20' uj �0'14 , MAINTENANCE CFD. < uj 4 86*51'49" 25.00' 37.90' 23.67' (n c%j 23 < < = I U_ - 4 /�$vc S LANDSCAP LU U) 5 9,3*16'03 25.00' 40.70' 26.74' Z 00 Ld WIDE RECREATION AND PARK DISTRICT ING MAINTAINED BY VALLEY z m of 42 00 :;i� 1 04 > 00 Lo 0 )- Lli 6 94-25'33" 25.00' 41.20' 27.01' om 0 0 CL U) V) 0 2 0 z Li 0 _j �)o C) ui LL_ 4- 0:� 0 Lo Q� < 23 L) 7 84*37'11 25.00' 36.92' 22.76' 6 cr- M 9 Lo 04 w ui Cn C14 LLJ C + 8 1 80-58'10" 25.00' 35.33' , 21.34' Lr) V) Po Z cl:: C) 2 i O� L) V) co "d- c�U) U-i CR 3= 41z , 40 00 43 LLI Z , a-00 C> cl Lo a Li- r-) 0 n L0 Or 9 :Z-n m 21 16'17" 300.00' 111.38' 56.34' V) 0 cr_ f CD=> W . CD Lr) I w n, LLI CD Z LLI 45 U) m u ro V) uj cy o6 w 04 C:' '0� lq_ L_; Z� 1 10 21 16'17" 282.00' 104.69' 5 2.9 6' LL C) ED re) z + 11 0 U _j V) + +6 x 0 W C) (j) U) V) m c) + o0wo 0 w BEELER ROAD u 90 0 LLJ 39 (f) r�2 3-. - 41 Lo 0 co < w w N C.0 0 11 w WN cy m PER ST' IMP- PLANS C:> couj >nz:t- r- z z 44 11 20*16'07" 318.00' 112.49' 56.84' ui Of 07. Id '41 684.00' 441.64' c + >u') 0 0 00 0 a MS 4301 5 z %t w z; F_ CL W 0(m u %, - - - - - __L 1 46 47 12 36'59 228.83' V) __j IP 150018 �2 u-) 0 U)w 0 CD ------- 15+03.55 ECR -5 ��:m m o I- C) R/W rx1 W cr cn o (o I I/ , � w c6 9 T-A - 1%� If I /I I I >- _j 13 36*59'41 702.00' 453.27' 234.85' + 32 Li w C5 L6 + r-%_j Lu Lli Uj 0 r-_ Ld 0 /1 ' (1461.02) TC Cw) z U) m I 48 M Qf 3: + + I'll -cc I I 1 1, 1/ w U-) \C' + 12 EME JOIN EXISTING 14 w1jui lu 6.6.00' 59.53' 29.79' n 00 WWOF- C> +4 OVEKtLUW 17 24�10'47" 666.00' 281.06' 142.65' M CL 0 m 00 (D 125 38 % ` - - n P� � I w 13 J11i 0 0 9 3 C) 14703'23" 300.00' 73.60' . 36.99' Lo t-- do WQ BASIN 2 :m M (__ 14+74.03 EC (o oo Lo 00 p co + '32 17 -lllc� / 61.29 TC 69.18' 1 34.77' + + w 39.2 C:) 20 14-03'23"1 318.00' 78.02' Lo co 49 OR C) ........... GO 3 r - k..) q4- q;r 14+96.54 BCR 6 m 00 _�-x %? 1-1 'd. -1 40 - ........... ............. .......... ck� ...... 5 u :zo:� F-� (1461.29) TC -5 5 19 elc: 46, _rulw C_) io V,> w Li ZZ JOIN EXISTING w w _vw 0 000 cr_ 0 gf? co loo >(P 0 Lu 28 m (o 00 tv'k m r__ CD I 1-i q II t, _: 2 (D C-) - 0) 00 0 U-) U_j 81 r,-o w 19 @18 14+74.03 EC 7 (o 00 00 Llj 10 0i 80 1 115 .87$ [?- oo) I + 110 3 U-) 4 Lr) y 1461.48 TC z L6 q:t lzr _t - I CD 3: 8 N89-o8 2 0) N8-9-12 0 1 + to [_1 + + 1_35 1.94 < U-i �o -4- + C) Co Oolw ZQ ;zP2 _u) Lo 69 Lo U3 79 U-i 73-69 5 Lo U-) < 90+28.05 CROOKED TRAIL w 7 uJ Li uj > 14+04.43 CANTEEN CIRCLE CIO 0�p (.0 m Lx Lof Lo I— -------- 11 3 < U) 4Y TRACKS COURT cn 0 oo PO ol 78 + q�- 00 LI- ui rol(q 68 0 SEE SHEET 9 00 co 0 0 0:� 00 + - ui 20+46.11 CROOKED TENL z Lr_ (o +o"i 000) 5 4 a:� M 0 U 04 Lo Or CONSTRUCTION NOTES + m Q0 < o 91 00 cq m oi - 0 -bo C.0 7 - F_ 9 r- 1 14 ro (o ,d- 0 Lo 0 CONSTRUCT 0.25' A.C. OVER 449' A.B. CL. 11 0 V) to + z z 00 clq + (::)j U-) cli uj 0 > + * _j 0 '_1 CD ;J) 11 cn CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200, co C) m a- I10 Lo to 56,89 - F- 00 > ui 00 88 7 50 to +cl� p t a 1_� 04 - I It 7 18, 1 z + + is :3 -It i a:Li 0; 04 ol CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') 59.42. ....... ......... Lo Lo _-Lo 0 f U) ui BW 87 2 0 0 LLJ C) I.TF WA I CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. 209 28' 28' ow 59.18 3: V) w BW, -- uj 0 E) CL Ln 0 o uj SQ B b 113 0 w BE C4 0 CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403, CASE A. Lo 4 n' cn w _j uj EL ROAD' SEE E m CL_(n m CL d o + Lj z 0 -to- INSTALL STREET NAME SIGN PER RIV. CO. STD. 1221. n c� Ljj � Lj S. m oo F- (D 0_j Lf) m _�w 0 :T- 0 ,X uj C:) => V) tic a- REMOVE EXISTING BARRICADES I Lo Uj po @) CANTEEN C I,- is�d_ V) IS 59.06 TC cn w CL Lo V)uj + 03mof om CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403 FOR TEE INTERSECTION RCLE I < ?<M 0 �d_ Lo 0-U)uj 0 @) SEE SHEET 5 CB#1 z 00 w :2:2 m 0 1 40p mmmll 10+87.68 11+14 59.01 -- 0 m I �- SAWCUT, REMOVE EXISTING PAVEMENT AND OVERLAY PER DETAIL ON SHEET 2 47 �V) 20 0 40 80 120 59.3 TC 58.98 cl_j z w C-4 11r) ;E .m CROOKtD T L NOTED 10+98.32 0 QL_U W (q_j) CONSTRUCT CURB INLET CATCH BASIN & LOCAL DEPRESSION PER RIVERSIDE COUNTY STD. NO. 300 58.99 Tr ozz L w Q��-4� \t!) AND STD. NO.311 CASE C (SIZE PER PLAN) AND INSTALL FOSSIL FILTER PER RIV. CO. STD. 300A THE EMERGENCY OVERFLOW PATH FOR CB#3 AND CB#5 6-KED TRAI 0 a-3g:_j IS THE STREET SURFACE AS SHOWN ON THIS SHEET. z CONSTRUCT CURB INKET CATCH BASIN & LOCAL DEPRESSION PER RIV. CO. STD. 300 & STD. 311 Z cn < NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK THE EMERGENCY OVERFLOW PATH FOR CB#1 (ULTIMATE EMERGENCY SPILLWAY DETAIL w m CASE B (SIZE PER PLAN) AND FOSSIL FILTER PER RIV. CO. STD. 300A LOW POINT) IS THE BASIN SPILLWAY PER DETAIL TO THE RIGHT. w m WITHIN THE ROAD RIGHT-OF-WAY ONLY. 1 20' > 0 U- co 0 z 0 NOTE: SEAL ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: TRACT 30322 IP # 140034 SHEET NO. 0 t-= R SEE SHEET 1 3: z WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788' McCRAY STREET 0� ^/\AAAA/V%A/\A/VVV\A/V~ 0 vj RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE __l 0 COMMENCE UNTIL AN ENCROACHMENT PERMIT M. 4 uj AZI , - t I I 0 < DIAL TWO WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. - F . WE PH. (951 ) 686-1070 SCHEDULE "A" BEFORE DAYS BEFORE 02 'T 0 '11% 0 ou THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 0: NO. C71 W2 Zm A S S 0 C I A T E S FAX (951 ) 788- 1256 STREET IMPROVEMENT PLAN "I' 0 w< YOU DIG YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. OF-!_6SHEETS E IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED BY: CROOKED TRAIL > TOLL FREE - 1-800-227-2600 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE jvjl_ R.C.E. NO.: SCALE: w 0-cl A PUBLIC SERVICE BY MARK BY DATE APPR., DATE cAil ov -9 FOR: W.0. COUNTY Of RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AI.- REVISIONS I =40 1 =49 m -0�� -U,0117o u 'o , (::> '=' `4- n I' "o Lo ol (7) + u-) C) 01 0 76- 4- t Ui 4 A14 0.947- 83 _ '5 37 CB W V= 6T84! 146��8 C 00 C:> 0 0.55 1.11.1 I.Allr'T M L 00 0 FqMrt�qi; 7 m �4 A�4 L (-0.507. U-) a-z H << REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY V: SR CONES -0024 .9 UNDERGROUND SERVICE ALERT DATE TOGA, LLC 15 FILE NO 25' POR. OF 50.00' VC Pi=' 1463.75 L--41.79' L=36.46' - bo co pl=(1460.78) m uuj um p L=31.32' I T=50.00 C�4 ui ci tz + Of w cq co m p m C-D c' uj -�t m c-> ui '1- 20 Ci U-) o" M m CO C-4 + ro 0 ui + co C5 00 C)to iit co to to co Lo to 0.50% ro CD 04 M CD CD M C14 +- o 2 c6 �7 �o co + + Cy m . �q- A Ogg C) (o co to Cl Lo CN % C) +co m m 614 A/ 04 Ilo) 6 C-4 co + ROP. Tc m 4 614 A14 cy; -0.76% + Lo -0.50% 'o u. M r C) m ................ 18t LT A ........ CJ -6 Lq n ro co -C4,4'trq A�' ---------- -PRQP-. TC ------ u 'o- /I + co (D " CN -LT- ----------- ----------- + C�o n �t + CD 18 po + ro SEE NOTE SEE NOTEi POR. OF 1 00'VC 15+46.10 CANTEEN CIRCLE 20+56.59 WESTERN HILLS DR. 190.00' VC PI=1462.39 -'14/ 1 -- EX. GROUND (1460.96) R 1459.44 14+04.43 CANTEEN CIRCLE c) Co ff) 0 CL c'j PROP. GRADE q Lo x C� U-) co ui RAIL 20+28.05 CROOKED T cg:) - ui Lo " Lo x m C) C) to C; cp C5 ui C) co to 0 C 1461.93 FS :z 'd- M C)c) -0-50% + + CD J co r- q '� C) n "- + + C14 C)M C) to co Lo �5- - C5 Lq Lo Lo - 0 c-4 6 CR C>r� co Lo M co +uj +co +u') C8'"m a; cx) --------- cow* 0) -cur-- 44 +u') + ,ui r- cx) a_ M 00 Cl 00 00 0) Il - - ....... of m + r< r- co C) U-) CD C) L C� 00 + C-4 �2 + n PROP. GRADE 6co + m CD C) ui- c) !R + co + co -4- o 0 CL ui (o 04 cq 14- + co ci + (o co >< (o X -1.89% U) + co 100' VC u co M �u- uj te) PI=1462.37 +U-5 00 '01c" L=141.021 Q PROP. ITC SEE NOTE m m ui 45.5 1 po-oo' VC L Pl=1458.62 m -40.50% @ 18' lRT C) 0 ---------- ", a SEE��I' NOTE �t I -------- rlo C14 c-4 Do 4 Id: n- C> o6l, -0.87% co C:� PROP. TC M 04 614 A14 '!I +(o + 0 m m +Q0 co 11--d- Lo 0) n m C) C) 1 18' RT C) C:� C) fb' ui + (o CD CD L6 Lq to ---0.507. M co 00 00 00 .......... 14- cq CN C) -A' ............ c R-T j8 -t 2j o.90% C'� C) C� 00 C5 of m -0.89%0 Ile) .14- C) to C) Lo cr- to Q0 Lu 'o + co + to C'4 - 4 �� 0 1-460-R '* `4� C14 ui 00 cn 04 n + ('o M 00 Q to C-4 + CD ui C) p Ci 41 M 0) Lo (D I + M Lo Lo + C5 't Lo 0.) co u') 0 ui C5 = 'o ' V=5.30' loo, VC + Lo po 458.73 TC, of uj + (o t r- PI=1462.39 'd- +LL=31.3 T=50�0. L=63.19 1457.90 FL L=40.12' C) L=38.32' NOTE: 10" CF Pl=(l 461.06) Pl=(1 461.04) PROPOSED IMPROVEMENTS PER MS 4300, IP # 150017 1453.43 INV TO BE CONSTRUCTED BY OTHERS PROFILE SCALES DESIGN, SPEED 30 m H PRIOR TO TR 30322 1 99=40' HORIZ. VERT. 1 =40 10 11 12 13 14 15 16 17 18 19 20 LINE AND CURVE DATA PER ST. IMP. PLANS 0 DELTA/BEARING RADIUS LENGTH TANGENT SEE SHEET 4 MS 4300, IP 150017 SALT CREEK 1 28*27'13" 300.00' 148.98' 76.06' WESTERN HILLS DR. CHANNEL 2 28*27'13" 282.00' 140.04' 71.50' CROOKED TRAIL 3 28*27'48" 318.00' 156.13' 79.67' 4 84�37'11 25.00' 36.92' 22.76' 20' ACCESS ROAD E 5 80*58 PER ROUGH GRADE PLAN 10" 25.00' 35.33' 21.34' Lo 6 43*50'35" 300.00' 229.56' 120.73' (D co Lo j PROP. STORM DRAIN LINE 'C' (o 0 - 113.49' 0 Lo wd, TRACT BOUNDARY 7 43*50'35" 282.00' 215.79' m U-1 �t loWl V-DITCH PER + 8t 28 a-C)0 ju-- mv, t-tK wt-Sl'ffN HILLS �ROU 8 23'06 318.00' 128.21' 64.99' 00 c) 04 C) CFE -DW:7SITE STORMI DRAIN PLANS (o 0 + a- GH GRADE PLAN 17.59' Q,/",)/ / 9 06*19'56" 3 56' 00 o �- Lo 0 c)w:5 18.00' 35.14' Q) �o 2.2, TO w a�- b, / / . ui 00 04 C� -4- 0) a-ff) 29.42' 50 T r'� 10 N 1 6*09'47"E c. -o-, It z V) + co cr) IR 7 z uj 0 co C'V 3 uj 1 N 1 6*09'47"E 22.42' 7>.z cu U _j M V) 6 0 121 N1609'47"E 160.22' 5 28 29 uj u-j to - 27 - 7 30 1 51 13+65.42 (-0 ow t V) 52 -E C-R7E-C-\ 5 co 62.35 TC C) �-j 0 -1 "E - 36.26' 13 N 16*09'47 Q) 0 - 15+97.98 BCR JOIN PROP. IMP 282.00 60.9 1' 30.58' 53 R/W CONST. STORM DRAIN LINE 'C' -cZ < 'aj 14 12*22'34" / / Q PER MS 430 1, IP 150017 :c � Fn 2-1 61.52 1-1 li zw 0 15 12'22'34" 300.00' 64.80' 32.53' 1 30" RCP, 51EE SHEET 12 61.68 BEGIN TR 30 29 CONSTRUCTION CK uj k..j 54 FL 14 FL 5 M > 16 12*22'34" 318.00' 68.69' 34.48' 1� -101 ;64' 6 n 2+44.46 PRC 8 9 16+199.04 EC o % 4----- -' - 1 702 oi 7 3Q 11 EC 17 16*18'41" 110.00' 31.32' 15.76 TC '��61.93 1 /+ 61.33 6 50.97 TC 0 lR- I EC __j 18 16*18'41 110.0 31.32' 15.76' 6 FS FL 6108 59.81 TC -7 u- o' w 7 16+ 4.24 BC R/W 59.24 TC cp. (61-29) u W./-u y' 19 212*37'22" 38.00' 141,02' 129.8b' BC 14 TC TRACT BOUNDARY 20 NO3*47'1 3"E 31.06' 63.80 12 59.5 ��O�q �'-\ - 21 NO3'47'1 3"E 31.06' 0 Tc -j 23 + 2 114+74.03 EC (0). 1 ----T 43.74' 22 N 1 6*09'47"E 0 13+80.96 61.48 TC 11 18-r 1 9.66 0 C)'V) 7- 9 1 7 508. 19 n LL- I FS 2 14+96.�. ±, BCR/EC 59.01 R.P.1 Lo 0 < JOIN PROP IMP PER 18 11 C) LL- w 1 63.73 3 114+04.43 CANTEEN IRC E 16 V) 2 MS 4300, IP 150017 1143-4/13- z 15 120+28.05 CROOKED ��5' n U) 1 co 21 18 C� 11 C� < w i BEGIN TIR 30322 =qtz r-0 00 r- CONSTRUCTION NOTES uj w 3 1 i / //".: 00 11 0 LOU-) cl-i V) CONSTRUCTION Lo m o z 12+44.46 jol // / I C) 3::-�t-4- 7� PRC 22 2 V) CONSTRUCT 0.25' A.C. OVER-476G-' A.B. CL. 11 63.02 fli C 1 15+46.10 CANTEtN CIRCLE 0 R/W i I // - // / m .0 1 20+56.59 WESTERN! HILLS DHIVL U 00 164'F34.24 BC R�W 0 4 TC CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200. a- 0 0.46 TC 1-- 63.75 'w- + 16+99.04 EC EC 1 U3 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') < Tc C) z 1 11 2 113 9A7 TC 114 m cli 5 59.59 Tc C\� 15+90.50 ECP p 17+30.11 BC_j U4 V) JOIN PROP. IMP. PER CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. 209 z > MS. 4300, 10 150017 59.81 TC �CO ST. STORM DRAIN Lo 0 115 CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403, CASE A. U5 F- BEGIN TR 30322 z RCP 110 CONSTRUCTIPN 4" n G INSTALL STREET NAME SIGN PER RIV. CO. STD. 1221. ShN 12 0 cn REMOVE EXISTING BARRICADE V) 33 1 32 31 bi BASIN 1 m I SEE DETAILS CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403 V) 0 ON ROUGH 44PE-& GRADING PLANS CONSTRUCT CURB INLET CATCH BASIN & LOCAL DEPRESSION PER RIVERSIDE COUNTY S ST IMP DR SALT CREEK NOTE- (9 UJI CL 0 4-106, /'o - PtAIVS STD. NO. 300 AND STD. NO.311 CASE C (SIZE PER PLAN) AND INpSTALL FOSSIL THE CANTEEN CIRCLE AND WESTERN HILLS DR INTERSECTION CHANNEL 50017 FILTER PER RIV. CO. STD. 300A z DOES NOT MEET THE 50' TANGENT FROM FLOW LINE ON THE cl-� SOUTH SIDE IN ORDER TO COMPLY WITH THE APPROVED TENTATIVE NOTE: CD z I ui --3: TRACT MAP. WATER QUALITY BASINS MAINTAINED BY NOM CANTEEN CIRCLE tz w 1 40 ui R"OERSIBE 8OWN. . MAINTENANCE CFD. THE EMERGENCY OVERFLOW PATH FOR CB# 7 omr--m INS_ Z 0 IS BASIN # 1 AS SHOWN ON THIS SHEET. z LANDSCAPING MAINTAINED BY VALLEY 20 0 40 80 12 < NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WIDE RECREATION AND PARK DISTRICT L�j WITHIN THE ROAD RIGHT-OF-WAY ONLY. -- cn o D (D 0 U- EAL ENGINEER BENCHMARK: TRACT 30322 IP # 140034 SHEET NO. z z S 3: 0 NOTE: A L B E R T A. ENGINEERING CONSULTANTS < SEESHEET1 3788 McCRAY STREET F- ESS I z WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNTY OF RIVERSIDE AAAAAANVVVVVVVVV\A/VV\ AA/VVVV\AAAA/VV\AAA/VVV\ RIVERSIDE CA. 92506 r- M. COMMENCE UNTIL AN ENCROACHMENT PERMIT 0 V) WEB PH. (951 ) 686-1070 SCHEDULE A C-) V)uj DIAL TWO WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. 0 � 0 <2 7 fn FAX (951 ) 788- 1256 1 F- BEFORE DAYS BEFORE m A S S 0 C I A T E S STREET IMPROVEMENT PLAN 16 0 YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. C71582 CANTEEN CIRCLE OF-SHEETS < YOU DI ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. PREPARED BY: x IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL R.C.E. NO.: SCALE: 0 a- TOLL FREE 1-800-227-2600 APTR.LDATE 2v FOR: W.O. COUNTY cl-� OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE OF CAO P L :LT c) a (SEI 41JZ4 A w A PUBLIC SERVICE BY D MARK BY I DATE REVISIONS DATE: H: 1 =40' V: 1 =49 SR CONESTOGA, LLC 15-0024 FILE NO. a-z I RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AN COUNTY << UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER . . .............. i @ I I m = T=50.00 L=7 .51 t L 31 32 Q PI=1461.88 v I L=39.22' m Lo m m ,- ® ,- �'' m Q M,_ 6?__ c9 c c� c� _c� ® c®, O __ 'ems N _ O Nco 0-4- � r7 } co o ° cca N -f-ccs co cv I d r + c� I N -a- 0.509 r r �- _N r 100%° _ _ ® , -y CD .50� -s A A o PROP. TC E l _ _ x i i ' I S __._, �,...,,._ ,m __.... .,.,,,.,.. ,,.n.. ...... .......� -..,,,.. � mom, , ` € m ,. � z F6 Of I _... w..E '-ems._" _... In qt co n �#- �" z ® + co g OQ O 00 �.' : -}- r + CL9 .- r-: g ••�Z c t g N � p �� c4 _ C3 O r + + d + (D � i 16% k PROP. GRADE .0 € k _ f � r��) lYJ � CL , --- e ................ ........... ._.., r ,... ,- .._:.,,. ........,,..... ,... .,, .,. „<�Y.,a.. .. ... ...,.,,6. EX.'-606U , STREET IMPROVEMENTS x_ ND CL PER MS 4068, _IP 050223 s �' I \- kk I I = c L-3 .32 T-50.00.. . �:- 7 :51 �-< } (PI 1462.07) v J l sU _ - .. U C5 Lum L-41.20 L� e� L' i-m i- �s m t- o v o; I o ? _ _ o - v v rr t r F- c� c? co d U �', t15 C ® � to N fSa M c N r h i- CC? •_Ey t iY} Com:_.. ` - et p N L I _ _ h co DO �h cam. N r N tt7 O N + co U-14- ml�' r � -- CO' wr t4 _N tt? __ c, + ® N �yn �-' 07 'V4 A 6 0.50% l / ` PROP. TC I 18'-RT , D 'N SPEED HOR s i , I f k i t F 1 " I I I t a I 1 r a 3 4 VERT. 1 =4 10 11 12 13 14 LTCREEK CHANNEL WATER QUALITY BASINS MAINTAINED BY PSR She AM\P 150017 MAINTENANCE CFD. ms 43oILLS DR. , WESTERN �\ 0 12+65.44 ECR PCC I LANDSCAPING MAINTAINED BY VALLEY VA \ ? n WIDE RECREATION AND PARK DISTRICT �\\�\ , � �\ '1 \ e (61.76 TC) 10+45.> 4 BCR € 9 x o 1 t-^1 (62.06 T ) � � �� \ � �1\V JOIN PROP. IMP. 1 € = `` _ i \ PER MS . 300, IP 150017 CURVE DATA �� \ i I V-DITCH PER - - \ A\\ V BEGIN TR\ 3032C2 CONST. i EC c� BC EC RAW B ROUGH GRADE PLAN 0 DELTA RADIUS LENGTH TANGENT 3 U \` \\ �� N \\\ \\ \ 3 11 X69.50 11+82.2 = co � 10+75.79 I 3 17°53'50" 300.00' 93.71' 47.24' CONST. STORM DRAIN \ \ ® N 4 17°53'50" 318.00' 99.33' 50.07' PER MS 4300, IP 150017 \ \\\ o \\ 8 t 4 50®� 20' ACCESS ROAD 5 17°53'50" 282.00' 88.09' 44.40' TO BE CONSTRUCTED \ \\ n m 7 - 63°44 6TC9 8 PER ROUGH GRADE PLAN 6 16°18'41" 1 10.00° 31.32' 15.76' PRIOR TO TR 30322 A f '' \ \\ o 63.16 63.29 6 TC 64.05 F 7 16°18'41" 110.00' 31.32' 15.76' \ \ \ s�® 2 2 TC TC 12 102.28' Il 1 '00"E TC \ �2 1 -I - v 8 212°37'22" 35.00' 141.02' - \ 39 \ '�- Sc 64.43 ( w \ 61. /� 1 63.16 63.29 7 OR. Tic 63.44p m z to PROP. IMP. PER MS 4300, % o \ 5 63ao3 Tc Tc U IP 150017 TO BE �\ `' �7 ��,'\ 5000, TC w OR CONSTRUCTED PRIOR TO �' \\ ��° \< Ii BC X6 0°�,,, _ -j z TR 30322 \ \\ �1 \� �\ �- 11+82. 3 -- -- F 1 2 C. w o CONSTRUCTION NOTES \ \ 10+75.79?BC 3 EC I EC >_ o -- \ \\ 6� �i/ 10+50.40 ECR 62.34 C 11+69.50 BC i o La D,92 10+00.00 LYNDE CURT \ �! �� mei / 62.21 TC i RAW 12 R.P.79 CONSTRUCT 0.25' A.C. OVER A.B. CL. II 13+08.37 W.ESTIRN HILLS DRIVE. \ \\ ( ) € _ _ \ JOIN PROP. IMP. \ \� 2 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200. �� c \ PER MS 4300, IP 150017 TRACT Q Ld PRC \\ � o a \ BEGIN TR 30322 CONT. BOUNDARY CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') (1632+142.29 \\ \\ �� \\\ \5 i " o \ \\ �2 \\ \ 13+55.13 BCR PRC: I 1 5 CONSTRUCT 4 THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403, CASE A. i :.....-- .- 1 ,\\ 22 (1461.71 TC1462.21 ) 3 1 i5 U7 INSTALL STREET NAME SIGN PER RIV. CO. STD. 1221. \ �\ \\ ( ) I o 14 REMOVE EXISTING BARRICADE. V 31 ` \ I \ \i \\3�= \\ ALT L V) S\ iMPP 15fl01 0 cn LYNDE COURT 5, W, 1 sa 4.0' uj o 20 0 40 80 120 z U 0 NOTE: APPROVAL Y THE TRANSPORTATION IS FOR O W LLJ /� O WITHINTHE ROAD RIGHT-OF-WAY ONLY. NOTE: __ SEAL - ENGINEER BENCHMARK: SHE NO. GIE IGC LT T M Ww WORK CONTAINED WITHIN THESE PLANS SHALL NOT Q��E;s 3788 cCRAY STREET SEE SHEET 1 �'ori COMMENCE UNTIL AN ENCROACHMENT PERMIT � ��o M. �°� RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE 6 o 0 DIAL 0 WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. WEBB� � � �� PH. (951 ) 656-1070 " BEFORE �`•. DAYS BEFORE 0 FAX (951 ) 7 - 1256 YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. c�� LYNDE T OFSTREET IMPROVEMENT PLAN -SHEETS SHEETS j TOLL FREE 1-800-227-2600 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL ,� PREPARED, Y: l '2 ►m R.0°E. N °° SCALE: A mom LLJOR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR° DATE 4At FO : W.O° COU TY A PUBLIC SERVICE BY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS �CAS` s 1 as=4 a 1 ar®4a ®- DATE: H: V: S CONT - GA, LLC 1 ®0024 FILE NO° . UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY 0, a k : I 25 POR. OF XVC e I -F 00 I 5 PI=146' .75 � I x o k t , O , a I _ c � o� >a C)r__ o t C) od I ® o 19.53 d` U o o� +� _ 4- I >m, _ � L-55.27 c� o� o� .- -0.507 _ _ ea Ca CSI + __ PI 1461°38 � 4 __ o oma rl� + U '44 1.261 r C7 O'' �. 2;1. A14 A14m C'4k �► � 0.61 , Alr� � r � o on o <<, 44.53 �. -® ®� tea o o o o , . , __ c� era....... .- o w N r°J',tr) �- to O m 0 0 o at7 _ o d .- o _t _ _ � _ �s- sn a- Lca k o a- � w ti tra, o o ► d + ;,� ® ,ay lam J gra o r +Co e� _ cn eo o,ra o O cQ w: co 8d% ,0. PROP. TC , co d- + +� co (o lcj - _ <- .72 � 1.8 LT + o q o r + � z p°52 f w ® 4 1-460 LTI I , PI-1464.72 { PI 1465.35 L-54.80 { I v I oh w E € s €€ O as J _ - +ra to F E Cld O Ott W U _ C> O� O M O t� Q d �-d OCl r*a E J W-g_ W t Oto � �i- to� _ _ � U a- W a s a ,r � C.a 9- ; l.a.J , _ d C5 N EX. GROUND d W 46.56 CRO LINE PROFILE -------- --__-_-------- - �3.ZQd- 0 CL ----- 0� , I >- 9- _ o U 921 v d d d ar) co > C) w 4t7 d w O ----- _ d- �_tom ��- ° k O M) O td p I & -_. d:'._' lta Ira 00 Lc) i O : 5 yuam.,, �- - .---. k r....._ O O K)ui CD e t cj t� td] C'J coCi L t C'J � p +CD + �- rq �` to d + tI1 y g� 00 Lo _ -0.58 :. P € P O C� -. + CO d` t, k s- W �a q- PROP. GRADE +d d r +d w w r _Cta._ _ I-+-- 74% _ CL c a wa d � � , _2.Ld oma _ c� d d ,,C' ,��........... ................. __ _.. n„,,.,;.m� a,,.,... m _�.....,,�„..� ..., ,��.-„ p,....,. 100 € a 0 d a CROWN.LINE PROFILE _ 44.44 r z Pt, 14-65:33 : E a I t C) L 82.9 w o o� _ z , I k _ r ®, O ` W w w k o,� o M �� o r _ co r U7�) y UrEJT OCApo C�lO +c9 cy O a- a-I(D-s _ V) o o C'a �. W W i On 0:, Ott? OCA �� d o N + _ -072% _ r> +d U 507 � U > o d TC PROP. > 7 1 z 9 .6 m 0 � 4 0 0 u� c co 18 RT o r� 00 w -0.501 tra y Ira. CV � U '. : : � ? D tp bra ^ y cl r°` ! _... Q.501 e e� >� CD _i-..V S qy tom' _. L 49.3 1 co Ira 0°52 _ € re w . ° t d { , _ Q d ® k uj PORTION OF 1 QO VC T=40.99 � T-41 Q3 .- � _ 4 L 107. 1 a L � d _ = _ L=19.15 -� PI. 1465.35 L 19.77 2 P 3 h U d CV`- co M 00 _ g _ M, Ca w o __I J L=33.81 to 00 + h U W r L 38.55co M o ca U d s cy _ I Ca w<- sDESIGN (13 U i', t s _ w; _ _ 19.77 ,T-40,99 T 40°99 I ' 108..56 , k ' 19.77 LES PROFILE SCA t E HOR r x t , g g s g , r , � VERT. 1 1 12 13 14 15 16 17 18 SEE SHEET 9 -- - ------- SEE SHEET 5 MESQUITE Y CANTEEN CIRCLE T HLI T - 11+ ° E j T I T - 10+97.18 CURVE T 63.80 U TC I r7 7 C3 90 W we�, DELTA RADIUS LENGTH TANGENT C7~ (o W w j 1, ; ( ! c V w I C� co 9 99 8 8 9 v v c� 6 5 i 5 7 [ S �'r)F- 1 1 10°17 48 1 10.00 19.77 9.91 _ 5 C�j2 111°04 19 56.00 108.56 81.59 i cv , 3 10°17'48" 110.00' 19.77' 9.91, - o" Lo o o i ' € ` ECR 10 7 ,u,_' o 4 90°28'44" 35.00' 55.27' 35.29' BCR Iro 10+53 1, +51.41 8 "- _- -.-- - - - 5 10°17'48" 110.00' 19.77' 9.91' o� 4 BUNKHOUS ROAD i j j , 9 '� I R/W ® ® BUNKHOUSE ROAD � U 6 110°18'16 56.00 107.81 80.43 U 7 R`W CN 03® � �® --�-- - � � �'�I� U� 7 10°17'48" 110.00' 19.77' 9.91' ® o FS 64.89 o �� ® w 8 89°42'41" 35.00' 54.80' 34.82' - CD ��®lob 6j56 11 12 2 3 13 1 -00 C14 14 697.97' N89°30'55"W 15 16 17 64.78 TC � � 10 / 9 90°28'44;y 53.OQ9 83.70; 53.44➢ - - __� - - - - - - � _ - -4- - I - - I-- - - - - 18 10 89°42 41 53.00 82.99 52.73 2 6 Fs 5 3 2 3 618+04.06 BUNKHOUSE ROAD. 00 10 +00,00 CANTEEN CIRCLE j 92 10 E N79'13 ✓ x$011 1 - - I ®; 17R/W +06.28 B EC 10+00.00 BUNKHOUSE ROAD. ,,= BC 10+98. 4 EC R/W i 65.02 TC r 10+00.00 MESQUITE WAS ® --- EC 61.84 TC 61.9;3 i 64.88 TC I 64.569 TC ®� �~ 61.63 TC 10 �p{103 1 ¢ 1 _ � � i 5 ��y x t98 99 96 97 ` 1 101107 1 1 co93N f CONSTRUCTION 0 o lz 1 CONSTRUCT 0.25' A.C. OVER A.B. CL. II cn UJ UJI2 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD, NO. 200. W cn _3 BUNKHOUSE ROADCONSTRUCT 4" THICK SIDEWALK PER RIV CO. STD. NO., 4.00 401 ( =6') B cn LLJ (L 5 CONSTRUCT 4" THICK P.G.C. ACCESS MP PER RIV. CO.` STD. 403, CASE A. 7 INSTALL STREET NAME SIGN PER RIV, CO. STD, 1221, r N s UJI 10 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. 207 as a11111,11.1",11_ %- - 1 20 0 40 80 120 NOTE; APPROVAL THE TRANSPORTATION DEPARTMENT I FOR WORK It mW 0 0 WITHINTHE A RIGHT-OF-WAY ONLY. NOTE: SEAL ENGINEER I I LT T BENCU- IHMAKD SHE O° WORK CONTAINED WITHIN THESE PLANS SHALL NOT SEE SHEET 1 COUNTY OF RIVERSIDE WEBB � McCRAY STREET®��® Ess�� < Rli/ERSI®E C 9250 7 0 cn COMMENCE UNTIL A ENCROACH ENT PER IT - �� • c �DIAL SCHEDULE "A"0 WORKING AND/O A GRADING PERMIT HAS BEEN ISSUED, ��' ( > o PH. 051 G 6-10?0 BEFORE ��.. DAYS BEFORE I FAX (951 ) 788- 1256 IMPROVEMENT YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON, - NO. C71 BUNKHOUSE ROAD OF-SHEETS S'HEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED BY; 00- TOLL FREE 1-SQO-227-2600 �rvm� ®� R.C.E. NO.: �/� SCALE: �A,® p'-I�/ OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ARK Y DATE AP DATE �� , 999 as® g FOR: VY-®° CUIV 1 ' _ 7 iT UJI A PUBLIC SERVICE BY N RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS COU DATE: � H: Vo SR CONESTOG , LLC 1 -0024- FILE N0° UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER On a'I gaii i L-3618 L=38z 87' z 01=(l 462.00) s L=31.32' T=50.00' -Pl=(l 460.72) L=31.32' T=50.00' Lo In L_ 00 UJ 0 u C%j M (o 00 X; to to u5io r-- C! C) OR + U-1 r_�.' cl� 00 4-�� Z _04 C) ol 00 Lo ul) co r- oo c,, C14 04 ZZ- 0 04 oq n - 1 6 11 _. 'o Co CD Z cq"! uj + p CD ko 7 - ro to co 6 0 (o r CD (n m co to to U T �'s .. .. 0.50% 7: 0 24 A14 A14 m U-i D 0.50% r5 r7a uj C) ROP. TO 0 18' LT ............1460-LT ........ C:) ...... q co Lo 0 0- 0 18' LT +to + -------------- of + => - CL EX GROUND 0 w uj 0 -1 m u- vl�@ U-1 to LL_ Uj 3�: , U-j U U_ c) 0- -a 'd- 7 U co 003 C�jco><C) to PROP. GRADE rn OR a tl) o) CD uj CD ><C� m PROP. GRADE co q to - ci ci u�U-j C; co to CL Lo Lo cq CD C) 04 UJ q 0-) cq n. oq- , to= + (o 0 CL CD u') 'd- CD cq tn C3 C) 6 -ci:z r- m 17 1 + +.4-o 8 C14 t_-� + + C) C) -2. C) Sq q + to ,- +(b 0 r.0 ro CD - +C::> Lo OR a) - - i cl Lo Zl_ + + (o 04 't + ,d- 0 C)co I,- + C.0 - 5 g g T T CD 3 CD 00 L 149% SIN ------ L__j EX GROUND 0 ................. ........... =.4- -------- L .......... ........ ... 0 C ...........I I-,"', ,, :��, .......... .............. �;,A...... C'� ......------ 8 1111- 11-1 c 2:00* 1460 .......... `0 t4") ol + STREET IMPROVEMENTS +(o U-) C4-d- c> - STREET lM,PROVEMENfS cq + PER MS 4300, IP150017 17 PER MS 4300, IP 150017 Lo 40 C) C-) P4, m Ld r�, m m 000 PROP. TC Cl! C�l C) PROP TC go 0 18' RT to to fl- c� cl 0 18 RT oi + tp + + 0 CD -0.50% 0.50% C) +to 0 Itt -------- A14 614 0.75% 0.50% '44 0-5 1 A14 614 00 Qf 4.......... cq c� r ------------- 14,Wr R- ................................... ---R-T----i----ll-........... a) (o W u- n >"t U co C-) 0 1 00 m - ----- cli CD u�x �u V-) 00 Lo 0! uj uj m �d. (D G-R- m t_ CD_ c� 0 .4- 00 0q 6 C'� IZ, x F-C) cli (Ad u- m '-t C.0 co;z cli uj uj Lo to 00 m + to C to C) ff) .0'4 'd +(o 0 uj L=45.51' 50.00' C)o 6 + VC L=45.51' 50.00' VC L�45.01' -:46.01' -�l - - s i 0)to CD w co +�* co PI=1461.90 PI=1463.19 zz =31.32' L=39.16' L=l 41,02', Z-_tl7--�L=37.2�j L T=50.00' L=141.02 + L=31.32' T=50.GO' -�4 �'��I=(1461.85) Pl=:(l 460.55) DESIGN SPEED 30 MR11 DESIGN SPEED 30 M�PH PROFILE SCALES HORIZ. 1 =40' VERT. 1 =49 10 11 12 13 10 11 12 13 PER ST. IMP. PLANS PER ST. IMP. PLANS MS 4300, IP 050017 MS 4300, IP 150017 WESTERN HILLS DR. WESTERN HILLS DR. CURVE DATA (CAMPFIRE CIRCLE) 45 21 B 22 3 23 CR 10+44.14 0 DELTA 16 RADIUS LENGTH TANGENT PROP. IMP. PER MS 4300, 11 0 BCR 10+47.38 1 5 ci JOIN PROP. IMP. PER 17 IP 150017 TO BE JOIN PROP. IMP. PER 1 89*05'40" 25.00' 38.87' 24.6 1' MS 4300, IPI 150017 Lo I co cr- g rq CONSTRUCTED PRIOR TO Ooco I MS 4300 IP 150017 2 85'18'33" 25.00' 37.22' 23.03' --------- BEGIN TR 130322 00 BEGIN ITR 30322 to 31 4*41'43" 282.00' 23.11' 11,5 CONSTRUD DTIO DITCH PER + 0) 4 4*41'43" 300.00' 24.58' 12.3 1 Lo j- EQ coo CONSTRUCTION WHE GRADE PUR 42 m CD Ec cW_ 1. + 1 61.29 TC Bc 5 4*41'43" 318,00' U-1 00 26.06' 13.04' - p I BC - "I C:> �c In 61.54 7- 7- 62 t ', 1 11 62t6 L.F. I Lu CD (6 6 16*18'41 110.00, 31.32' 15.76 RVW .84 TC 4o R/W 'n V-DITCH, PER 7 L6 rql 7 PROP. IMP. PER MS 4300, OD '01`00 uj 0) 71 16-18'41 110.00' 1 cq 0. ROUGH GRADE PLAN co + + + 31.32' 15.76' IP 150017 TO BE ) C_� - C-4 __j __ __j 81 212*37'02" 1 38.00' 1 141.02' + + N, 10+00-00 CAMPFIRE CIRCLE. _g-j - CONSTRUCTED PRIOR TO It Lu 18+09.65 WESTERN HILLS DRIVE TR 30322 (1460.69 FS) 3 ----------- Lo 20' ACCESS ROAD 11 fl� 8 10+00.Do CUSTER COURT 2 PER ROUGH GRADE PLAN Tf, !� z 5 63.13 7 n( 61.14 3 0 ::) 11 U (.0, 1 3 CN 6 61.83 00 CURVE DATA (CUSTER COURT) 15+52.33 WESTERN HI C 10 *lTO 100.�3' N Tc 96. 7' N01'20'58"E 4 0 W (1461.98 FS) A 11' 02'20'41"W uj L - V) Tc I - 6;1.-1 Ld (7 - Z �o 5 6 -C:o 63.51 LTC C 6 clq 0 DELTA RADIUS LENGTH TANGENT 7 �l 1+95.89 (n 4 RP w _j 1 8445'41 25.00' 2 2 w 0 36.93' 22.81' 43 3 LZ Z 2: cr_ 2 cr 2 89*44'17" 25.00' 3 9.16' 24.89' LLJ 3'51'28" 318.00' m 0 - 1' 10.71' L) LLJ VF- z 47 W 0 > 4 16*18'41" 110.00, 31.32' 15.76' LLJ L) C-) co R/W---"I w 0 ........ 11+96.94 + 5 16'18'41" 110.00' 31.32' 15.76' R/W- z 0 C:) co 0) EC U-1 0 c; C) + co r- . i R.P. g P� r- +n Qu 6 3'51'28" 282.00' 18.9 9' 1 9.50' EC EC Q:; co EC F 62.84 TC 6 C-4 62.59 TC LIZ < V) 0 -:p i v J.zo)z� z +C-� - co i +c� z < 61. 9 m _T 0 22' + < 7 212*37)02p' 38.00' 141.OT co 1 0 i �_l c_>00 1 co < 22' M 8 3*5 1'219 300.00, 20.20' 1 10.10' 11 p m 0 Ln ECR 10+44.61 ECR I z 0) 44 0 Lo Lu 0 cot 10+ o< JOIN PROP. IMP. PER 47.881 z 3� 0 oto JOIN PROP. IMP. PER V) 26 MS 4300, IP !150017 24 37P M i<_ u z 0 MS 4300, 1 P 1POO17 m z C-0 0 BEGIN TR $0322 CONSTRUCTION NOTES 1 18' 22' 22' 11 115P BEGIN TR 30322 CONSTRUCTION _j § 25 i u < z CONSTRUCT11ON h CONSTRUCT 0.25' A.C. OVER 9.69' A.B. CL. 11 18 N S 19 0 20 U2 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200. WESTERN HILLS DR. CD w WESTERN HILLS DR. PER ST. IMP. PLANS 3: m PER ST. IMP. PLANS CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') 0 < MS 4300, IP 150017 cn 0 MS 4300, IP 150017 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD, 209 0- CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403, -CASE A. cn Ld I z lclo U7 INSTALL STREET NAME SIGN PER RIV. CO. STD. 1221. 0 z CAMPFIRE Cl uj ZI; REMOVE EXISTING BARRICADE CUSTER COURT :E 0 1 40' 0 < 20 0 40 80 1 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK uj Of > 0 WITHIN THE ROAD RIGHT-OF-WAY ONLY. 0 U- Li z 0 NOTE: c-n SEAL ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: TRACT 30322 IP # 140034 z F_ `1 j L SHEET No. A&A/V\A/VV\AA&N%AA/V~ WORK CONTAINED WITHIN THESE PLANS SHALL NOT SEE SHEET 1 ;2 vi MOF ESS 1 3788 McCRAY STREET 0 COMMENCE UNTIL AN ENCROACHMENT PERMIT or� M. RIVERSIDE CA. 92506 0 0 V)Uj DIAL TWO WORKING COUNTY OF RIVERSIDE <0 AND/OR A GRADING PERMIT HAS BEEN ISSUED. lD 8 F= BEFORE DAYS BEFORE 0 WEBB PH. (951 ) 686- 1070 N 0 SCHEDULE "A" YOU DIG YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR A S S 0 C I A T E S FAX (951 ) 788- 1256 0 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. NO. C71582 STREET IMPROVEMENT PLAN 1-1) 00- TOLL FREE 1-800-227-2600 IN THE EVENT OF DISCREPANCIES ARISING AFrER COUNTY APPROVAL OF 16 SHEETS - W m OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE civl%- PREPARED BY: CAMPFIRE CIRCLE & CUSTER COURT CL 0 A PUBLIC SERVICE BY MARK BY DATE R.C.E. NO.: WYM N-) (L z RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND APPR. DATE OF CA10 cN SCALE: 0 �'o M C-) ��Toc T IkAo n 0.) + 0.5 0%. -0 + co u j Y4. k < LERT ENGINEER REVISIONS NOR V4//I(o FOR: W.O. OUNTY cll� 15-0024 Fit J&D C UNDERGROUND SERVICE A REVISING THE PLANS FOR APPROVAL BY THE COUNTY COUNTY DATE: H: 1 =409 V: 1 =4� SR CONESTOGA, LLC E Nn9, L=4-6.28' L=,31.32' 56.1 33.41' ��T=50.00' L--41.20' 00 U Lo U r- u r- I I--L=4D m Gi U5 m PI 1459.7r m mn 0 C14 06 C) m Pl��11459�.65 oq C) (if to Ck� m C) m ui 6 1-- n u x 0� m U-y of CD to CD C'4 ui C-) CD r- 0) ca u� + I m m 0 C) co Lu n r- C) m -4- C) co- co f-- 6 C3 Lo C) C) ul to to co�w co 04 ro C14 OR 6 fn C" r- i - c) 00 -u-) + to 0"f�o OD W) to OID,07) r'n' 04 ld-, 04 +Lo co r- qd- co + c (D 0.50% Itt to + Lo + + o-, -0.54% .5 04 �t Lo 0.70 cd- C) -n 4% 0.69% ............... ........... .......... ------------- -0.62% % 4 0.7710 '64 4 PROP. TC ui C) fl- mur. IC E: q o 18, LT op _3 6 tz 0 18' LT VC=100.0 C) UJ Mo. c� (If + PVl 1461.35 0 uJ Cl U U C) LLJ c� t=_Lu f Lij :D w 0 C) 04 C) C) -j (n (if 0) F- U- cy 0 C) Lli M C) C_� V) w c) + m 00 0 ckf 0 q r- to u) 0 ico m CD 0 to C) n C) C) V) U r- x ui CD C) C) 0 V) 1� Lli 00 CD CD� 04 C:) 00 + C'i m n C) -4- q C) 1�t io Iq n to CD C) m Q0 o6 cq CD 6 (o 1,- 0')C� ci IR co EX. GROUND 6 � ui " p + CD C) Lo - 00 r.0 0 r�_ C:, C:) 00 po 00 C) n - Lo 00 (o n 1�4_ . ��t -W) C) Lo C:)!� 'o cn C> 0) to 00 r- tr,_- - + (.o + co . - " 0 C>1�t 0 CIL + to + CD _0 m C-4 C (o m EX. GROUND po + _) o) 00 ci + to �14 C-4 .4- C-4 -4- m 0- Lo U-) to M -1-50 n !;� tn 47. +; In + +Lo + ------- 1.0 + 0 CL 04 C) CA u') 0 C4 - CD + --------------- u� CD 27 - ---------------- b.50% --------- -------------------- -- 0.73% + + --- 'LIl-l�-IILL�ll-�-l-'--11-'I�l"-'11",---" .......... 14 C) '46 q Lo jF co CD PROP. GRADE 0�C:) PROP. GRADE @ CIL +(o Lu L=43.65' L=59,46' @ CIL C� 0'3 C.D C> ui 04 cy;x +Lo (if U- In m C-D c C> C-4 po (.0 co OROP. TC PROP. TC u� 18' RT C�� 0 18' RT + C.0 CN 0.50 . 0.51% C) m c� -0.52% 511 � 0 00 .50% �14 614 "14 0.587- 0- ........... ........... "14 114-441-44 m_l+ w UJ (o m 00 c) mm 00 ui cq c� 0 Lc) C� �4- �6 clk co 00 L_j C) uJ C:) 'A to 00 p C14 ck: to 1 "04 m oj oi LL, L0 C,C) W) U.) - 00 C) 0 m +co C) Qf 0 06 n 50.00' VC "o I o6 q CD CD m w o' Zo 6 C) -4- co -k - p ui m cli PI=1462.13 L=29.01 . -4- ui- 00 r.0 L6 r- C) rD Lo oi L=45J"119' cc! fl-oi Lo U*) C.0 CD + Lo + L=40.95' L=94.18' 9.04' L=31. L=141.02' IiT=40.99'_ T=40.9 L2j, T=50,00' __j PI=1459.79 L=19.77' L=19.77' L-37.1 '1?1=145,034 p ROFILE SCALES !`H DESIGN SPEED = 130 M F' H DESIGN SPEED 30 m HORIZ. 1 =40' VERT. 1 =4g 10 12 13 14 15 12 13 '15+38.58 CROOKE�_� 41 42 S�� S�AEC� 4 IL 125 10+00.00 PONY TRACKS C�URT CURVE DATA ( PONY TRACKS COURT) TRA,.,- (;poOKED 15+11.54 CROOKED TRAI� 5� CONST. STORM ul 0 0 DELTA RADIUS LENGTH TANGENT DRAIN PER STORM 40 op DRAIN PLANS TO BE 1 93'5014710 25.00' 40.95' 26.74' R=300.00 m 1: )1 �' \ MAINTAINED BY RCTD 2 94�03'01 25.00' 41.04' 26.83' L='I 11.38' \ 3 9.91' 106 0A. 15 19 17'48" 110.00' 19.77' _59 t�b I BB 4 96*2 'p 1'34" 56.00' 94.18' 62.59' BCR EC 5 10*17'48" 110.00' 19.77' 9.91' 0 1 B9 11183 0 12+72.82 ECR W Ec 6 75*45'59" 35.00' 46.28' 27.23' 9 i 5+ 7.6 59.81 TC \x iA'O \bc I i i 7 16*18'41 110.00' 31.32' 15.76' 1 5 1 5 A OCR 19",UESQUITE WAY 8 16*18'41 110.00' 31�32' 15.76' 1 ROOKED TRAIL 10+44-66 7 EC 3 9 212*37'20" 38.00' 141.02' 129.86' 1 12+3 .47 79 S�g 'J�BCR EC 5 81 80 70.09' Ll 10 75*45'59" 53.00' 41.23' 11+34.93 BC 14+65.78 60.58 TC 60.77 78 R/W 4 0 TC 10+44.01 ECR UJ c; 7-Z -� C) Cie* 59.94 TC 1� 12+51.18 CROOKED M 0 + 10 CURVE DATA MESQUITE WAY L'i co �04 41 00 7 10+68.12 BC C) m 1 CD 60.75 r-) 9 60.08 TC L� 06 aq m 'Zi Z� 2 6 3 (91. 00 C> Lo c') DELTA RADIUS LENGTH TANGENT Lii FS 2 +to I n \93 Lu -4 o6 n 1 �0- ILO 1 19-57'55" 282.00' 98.27' 49.64' LLJ 01.49 4 3B ........... EC R/W - i r- * �_U) NOO*57'49 L 3 19*57'55" 318.00' 110.81, 55.97' :17 +(o 2 2 60. 1 U) D 00 CN n C%uj 6 R/W 3 9*57'55" 300.00' 104.54' 1 52.80 i_u 12+77.48 BCR\ w L U):11= z NO3*27'09"W 40.99' 0 _JL A* 77 4 9 2*08'0 1 25.00' 40.20' 1 2 5.9 5' Ld w_j 12+39.47 E 59.86 TC C/) BC 10 5 86*51'49" 2500' 37.90' 1 23.6/ :F m 2 60.05 TC 2 0 11+34.93 BC 12+68.56 ECRI 60.38 TC 0- 39 < - 00 8 Tc 60.58 T�_ 59.61 TC 3 10 12 60. 00 (N 13 1462.27 \11 :4 _f I_ia_- - - 1 179.15' moc CONSTRUCTION NOTES R/W 6� < '47 lo I - c).E)2� 70 N89*30'55"W 1 1462.07 TC < 5 _00 _00 1 0 9 CONSTRUCT 0.25' A.C. OVER 4-50! A.B. CL. 11 6B 4 - 04 C2 13+67.90 ul 3 z I 9t __------ /W 40.99' R.P. C-0 Cl CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200. 65 1 66 67 2 h?, 0 z 3 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') 00 0 14 9 F_ 7 ........... m L0 F_ 0 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. 209 z C) Ld 0 0 r- I ro 0 mo - 0 LU u-j n F- W\ CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STID. 403, CASE A. 1 00 r, 1 0 3�: 0 10 L) R/ 10 ui 76 loq i to 0) + 114 C) I fn Il- i td cf) U 00 INSTALL STREET NAME SIGN PER RIV. CO. STD. 1221. Lli to + 7 M 0 td m 71 IN - Lij N CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403 _J_ U) CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. 207 ESQ.UIT,E , WAY w a- < 0- 72 73 74 75 W E z 1 op 400 0 w I PONY TRACKS COURT 20 �O 40 120 z z < NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK cn w WITHIN THE ROAD RIGHT-OF-WAY ONLY. > 0 0 U- cn z z 0 NOTE: SEAL ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: TRACT 30322 IP # 140034 SHEET NO. 0 SEE SHEET 1 z AAPV\AIVV\AAA/\/VVVVVV\AA A/vv V\/VV\NV\/\/\ WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788 McCRAY STREET M. RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT 9 0 V)W DIAL C\� 0 0 W KIN AND/OR A GRADING PERMIT HAS BEEN ISSUED. PH. (951 ) 686-1070 SCHEDULE "A" 0 BEFORE DAYS BEFORE Z m A S S 0 C I A T E S FAX (951 ) 788-1256 0 0 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR STREET IMPROVEMENT PLAN 0 < YOU DIG YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. NO. C71 W2 OF 16 SHEETS :2 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED BY: PONY TRACKS COURT & MESQUITE WAY 0 00- TOLL FREE 1-800-227-2600 R.C.E. NO.:I_lv_z_ of OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE c_% SCALE: w Q_0 A PUBLIC SERVICE BY MARK BY DATE , APPR.1 DATE OF CALA 1 FOR: W.O. COUNTY w RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND RE\11SIONS 1 191?-409 1 =4' 0.777., 4 T "o u c�' % -0 -0.527. 51M T7 ITcum-40,0mo CL z COUNTY DATE: H: V: SR CONESTOGA, LLC 15-0024 FILE NO. < UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER SEE WINCHESTER PLANS S 4301, IP #150018 TRACT NO. 30322 BEELER ROAD IP # 140034 C; -- ,- i w � � ( li +SII I I cvc�n r w® ( I' w—00 ( I Bio Of o Lo - w ,® ��III �- co 2 9 ' 96 7 ! 99 100 101 TRACT I II E® v� L0M- ►0 ® + 92 93 94 fin III +. W I!I Nw � C-4IP # 0501056 o� `= I TRACT BOUNDARY ® 6 ROAD R/W 6 cv c'` `\ ROAD R/W 6 i } - - - -- -- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------ l - - - - - - - - - - - - - - - - - - ! SCAPIN _ _ _____ __ EX. URB LANDSCAPING _ .__- - -- ----__— - PROP, TRAIL PER I EX. CURB PROP. 18" REC. R. M --___ _ SP__29.3_ _-- .-_--- BCR 235+61.09 l - -- ---- ---- NDSCAPI ---- - _- __ Ljj +02.33 60ENIG - 63.60 TC EX. MEDIAN -- -- - ---- 10+40.00 C L REELER RD. CL LLJ ..... __. —� i — r04 —I — �� — __ ---- - _^_ --- - -- - -- ----- EX ST. N EWPOR� ROAS STREET __-_-- ---IMIPROVEMENT PLANS-- _-. _ ___ _.._ __ Lii _ -. _-_ -- PER FILE # 933 BB (19 -- --- __ ------ ----_ - - -- - --- -- - -- LLJ _ _ _ _ _ _ _ _ _ _ ____ ______ ____ ____ ____ _______ ___ _________________ __ _____________ __ __ _- -- -- .-- - - - -- TRACT NO. 30807 I� ! j 1 III III I I I Iil f I I I BEELER ROAD N DOM ' GONI PARKWAY (FORMERLY EXIST. 18" RCP SEE WINCHESTER PLANS PER NEWPORT ROAD PLANS MS 4.298, IP #150015 TENTATIVE TRACT ® MENIFEE ROAD TO WINCHESTER TRACT1 632 ADAMS STREET I M ®v I ' v 124 O o� ' 'I !!� ° ®�� - 00 , - 10 6 ``�; cq �' 107 102 103 104 105 — �� I O 04 TRACT BOUNDARY 6 6 ROAD R/W . / J _ 12 EX CB L I� 11 IN II- 1 i - - -- - _ _ - - -� . III1111111 - - -- ---- -- - - --- - -- - - - - - - - - - - -- - - -- - - z --� 248+57.04 C -D"SMENIGONI PRK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =_ - �__ 10+ . � -= -� � �IIIIIIN LANDSCAPING _ - - 00 00 ST C L ADAMS 1� J _ G PROP. TRAIL - 47+96.60 EX. CURB LANDSCAPING � ___-ECR 2 II I11 III _�---=- �" _ -_-' PER SP 293 f,� 68.74 Tom__ ® EX. MEDIAN h'i 9 - 2# 452.1 _ _ - -25'28 38" QQ- --- - - - -__ _. __ T -�- - R=2000.19 L-8 a-, -- _ . 89.41 ps (— ---- DOPARKWAY--CX --- 11 I II it 111 MENIGONI - �, - - -- - - --- ----- - -- � _ -- — - —�— J i1111II _ ------ LJ EXIST._NEWPORT ROAD--- IMPROVEMENT OAD-- w - - - IMPROVEMENT PLANS, 11111°11111 _ _ -_- - --- PER Fa1=E-- 933-BB--- j a®-- ____- < LLJ _____ __-- -- ----- ---- ------. ----........__ -- � - ___ ---- --- rl- - II I N II 111 - _ I�IOIIIii / / ® CONSTRUCTION NOTES — — — — — — — — \ \ EXIST. DOUBLE 60'y RCP PER - - - - - - - - - - - - - - - - - - - - - --- - - -- - - \ \ N'EWPORT ROAD PLANS \ I ( FILE 933-B 6 CONSTRUCT STABILIZED D.G. PASEO TRAIL WITH CONCRETE \ I \ HEADERS PER VALLEY WIDE STD. NO. LC-01 (W=10') ° 9° L/ _ �! ° 12 RETROFIT EXISTING 7' WIDE CATCH BASIN WITH FOSSIL FILTER PER RIV. CO. STD. 300A I Ii 1° !i 1° �, < z TRACT 00. 31142 0 -0059 IP # 050069 wBB TRACT NO. 31141 Nw Li < ADAMS STREET c c LJ CLN 0 DOMENIU'�NON , PARKWAY _ rl i0 1 m8 40' Ld (FORMERLY20 0 40 80 120 z OTE: APPROVAL Y THE TRANSPORTATION IS F WORK W 0 Q WITHINTHE AD RIGHT-OF-WAY ONLY. 0 U- SEAL — ENGINEER E I E I S LT T BENCHMARK: TRACT 30322 IP # 140034 SHEET NO. z M WORK CONTAINED WCOUNTY OF RIVERSIDEITHIN THESE PLANS SHALL NOT 3788 MCCRAY STREET SEE SHEET 0 AFESS/ 10 �� ®' WEBB RIVERSIDE CA. 92506 N R COMMENCE UNTIL AN ENCROACHMENT PERMIT ��®�� ° �� PI-I. (951 ) 686-1070 cry DIAL TWO WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. ,e 0IIQL F= BEFORE ®« DAYS BEFORE I FAX (951 ) 7��- 1256 STREET IMPROVEMENT PLAN CJ THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ' YOU DLG YOU DIG ON. _ ��. c�9sa� � OF—SHEETS SHEETS_ ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HERE PARKWAY IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL cove%- PREPARED BY: j� - TOLL FREE 1-800-227-2600 TE R.C.E. NO.: SCALE: OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK Y DATE APPR. DA ��6` „ FOR: W.O. COUNTY A PUBLIC SERVICE BY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS COUNTY DATE: ` _ H: 1 ® V: / S C NESTOA, LLC 15-0024 FILE N0. CL ZUNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER ................................ ............... ..............- ............................... .........................- ........................ ......................... ................... .......... ................ ....... ................................................ ............ --- ---- -------------- ............ ....................... ............. 1470 1470 1470 .....--------...... ....... ------- 470 A_------ M40,TAWE BY R 00 fir v r: TO BE MAINTAINED WINTENANOE CFO ............ ------ ................... MAINTENANCE CFD BY RCTD ............ -PROP.- -EX;GR`O 6 CL -D! CROOKED TR CIL ........... N PROP. FS GROUND EX. @ CL SD 14 -.98 1458*9,19 Tc v 1 507.15 FL 1 1460 1460 1460 145938 T(� 74M.-55.1,T�@y ............ ....... 1460 ................. ....... TW=14,585.61 TW=1458.61 100 YR. HGL WS ELE. 1458.29 100 YR. I HGL L 'L-4457- .......... ....... 00-*$ - &-T ........ 14 726 _w i457x- ........... ....... .5, A 18" SD LAT A-1 TW==1454'60 ............. LAT-,A-2&j-- V--S=O. 0- ------ ---1- TW=1454.66 s=-o.00io S=O.00JO 1455.4J BTA4 OF 24" SD 1454 .91 INV BASIN BTA4 1454.60 HASIAt B-7M 1454.60 1452 66 TOP OF 8" WTR -1-4,53.-60--1 OOjO ............. S=O.00JO ............ LQ a4SIN 2 6ASIN 2- ?z 1453.49 STA4 OF JO" SD ................ ........... BIORETENTION BQFM77ON ....................... ............. ....... ........ .......... LQ 145J.75 BTA4 OF, JO" SD : 1450 1450 1450 1450 ............ -ok-r-s'e-, __14,49.29 _,T0p_.,, ------------ Q: v- z. to W Q: 00:;� 1% Lo Q) L6 (.3 (z) to -L,04 _j ";K� V-t9 Iu-(5 Lil ffl�DR IN AUL16 D-ALA -ALl fffDR Qj 1 0) 4:,->- Q) - - I - 1, 6 01) HD nA-rA c; 12.7 CFS 6.6 17FS 1"6 y R41 li 1.1 [)A TA ............... Qi YD11,M 9 CFS C.5 16.6 CFS j 1-i too Q00 10 V N_ Vrw J.4 FFPS to Lo J.� FPS la4 CFS tv, co 14- 1 1 3_5 FPS �2 ............ -------- ............... .......------ Q) V 30 R`CP (D-1 00 LF OF 30- RCP (D-1400) 6-92 LF 0) J7 ................. ..................... ..................... ..................................... ............................ RCP (D-1400) J5.42 LF -20 OF JO 2J1.80 LF OF 24" RCP (D 000) 24 RCP 00) 242.9J L Hill PROFILE ........... ............ .......... ...... ............... ................ -------- HORIZ: 1 pp = 40P VERT: 1 = 4' 10 11 12 13 14 15 16 10 11 LINE A PROFILE LINE B PROFILE STORM DRAIN CONSTRUCTION NOTES CONSTRUCT 18" RCP (D-LOAD PER PROFILE) NOTE. NOTE. WATER QUALITY BASINS MAINTAINED BY THE PIPE VELOCITY IS LESS THAN THE COUNTY STANDARD OF 3 FPS IN ORDER TO KEEP CONSTRUCT 24- RCP (D-LOAD PER PROFILE) SEE SHEET 15&16 FOR RIYF!R8a9&--@@WN;F* MAINTENANCE CFD. THE HYDRAULIC GRADE LINE BELOW THE FINISHED SURFACE OF THE STREET. CONSTRUCT 30- RCP (D-LOAD PER PROFILE) SD STRUCTURE DETAILS LANDSCAPING MAINTAINED BY VALLEY THE PIPE VELOCITY IS LESS THAN THE COUNTY STANDARD OF 3 FPS IN ORDER TO CONSTRUCT CURB INLET CATCH BASIN & LOCAL DEPRESSION PER 10+00.00 LINE B ISTRICT @ RIVERSIDE COUNTY STD. NO. 300 AND STD. NO. 311 CASE C. CB#1 26 BEGIN 30" SD 125 INSTALL FOSSIL FILTER PER RIV. CO. STD. 300A 0+19.42 LINE B WQ BASIN 2 LINE TABLE CONSTRUCT MANHOLE NO. 1 PER RCFC & WCD STD. DWG. MH251 11+14.47 CROOKED T�11_ j 10+00.00 (LIN CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC & WCD STD. Co b! CB#3 TION DWG. JS227 W=7', H=5.30' 26 NST. 24" RCP (UNE A) 25 LINE # LENGTH DIRECTION BEGIN 30" SD 20 1(j OF CONSTRUC 10+29.76 LAT A-2 20 =#z CONSTRUCT HEADWALL AND WINGWALL PER DETAIL ON SHEET 15 ED TRAIL 23 39 /=13t64,06 CROOK Ll 9.9 2' N,30*1 4'50"W d 1 I V) < W=4 , V=4.15'1 00 (DIMENSIONS PER PLAN) X 38 L2 216.42' N67*51 '43"E 41 jr ED 40 ui 42 LLJ < CD m U) < U-) 0 - L3 15.44' N56'2 ...... 10 OP. 8?p SEWER bj Z < 0 2'1 6"W --- ----------- w U=J PR L6 up bo U) 0 43 m 00 wl of V) 2: + o ui 0- N08*00'1 7"W Cl a, :uz-)Lu-j) 04 z 44 (D oq 11 00 po> 0i CINI 22 CROOKED TRAIL 21 ------- (n L0 + L2 T, Mo , _Z: Ld 22 C) I-- - - - < Aq CB#2 _Z_ ............ CURVE TABLE 0 %U 10+56.42 INE B z 11+14.28 CROOKED TRAIC` 22 .......... . ...... r4, CURVE # LENGTH RADIUS DELTA TANGENT W=14' H=5.20' z 0 V) 87 CONST. 30" R `-PROP. 8" WATER 21 CB#4 45.00' 78*46'59" 36.95' (LINE B) 12+44.85 LINE A C 1 61 .88 10+23.94 LAT A-3 z OF CONSTRUCTION i i =10+00.00 LAT A-2&3 =13+64.06 CROOKED TRTl_L_@ C2 16.49' 304.00' 3*06'29" 8.25' Ln 0 En 88 68 W=4', V=4.18' H- 69 24 0 CL MH#1 C3 191 .29' 680.00' 16*07'04" 9 6.2 8' uj lo i i i 81 u m )SD LAT A- C4 15.5 7' 22.50' 39*38'58" 8.11 ' LLJ 3 2C 74� 0 23.94' S u� 5+11.28 C QgKEG T CB#6 Ld _______---___i=10+O0.0O PONY TRACKS COURT---- Ld ON SHEET 14 15+26.99 END 24,' RCP cf) z CL 1 6+23.82 CROOK L < ED TRA_6� 67 y 0 W=7', V=3.66' z Ld cll� Li MESQUITE WAY PONY TRACKS COURT 80 CD X 0 // "I-, 0 z 1 40' V) NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ui WITHIN THE ROAD RIGHT-OF-WAY ONLY. > 0 D 0 u_ U) z 0� 0 NOTE: SEAL ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: TRACT 30322 IP # 140034 SHEET NO. z c- WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788 McCRAY STREET 0 PV\IV\AAIVVVVVVVV\Al\f~ V%AVVVVV\/\/\ %OFESSI COUNTY OF RIVERSIDE 0 COMMENCE UNTIL AN ENCROACHMENT PERMIT ol RIVERSIDE CA. 92506 U) M' 4 -1070 SEE SHEET 1 PH. (951 ) 686 SCHEDULE 99AP 0 DIAL TWO WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. WEBB BEFORE DAYS BEFORE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR A S S 0 C I A T E S FAX (951 ) 788- 1256 STORM DRAIN PLAN _ITR RI:W --------------- cl- LQ c 0 YOU DIG NO. C71582 16 0 LLJ < YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. OF-SHEETS > 0� - LINE-A AND LINE-B :2 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED BY: 0 0 CL TOLL FREE 1-800-227-2600 Iviv R.C.E. NO.: _71SIZ- Lai w OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR. DATE SCALE: FOR: W.O. COUNTY 0- 0 A PUBLIC SERVICE BY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS rAL% 0 cl� a- z L DATE: S-jzill Lov H: 1"=40' V: 1"=4' SR CONESTOGA, LLC 15-0024 FILE N �1_ < < UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY I I _�") ::.,,k- ll�� - ........... momm amal J, .. ................. ......... ...................................................... .............. ... ................ --------- ........................ ------ ........... .......... ....... .................. ........................... .........------.......... .......... ..........---------------- .................................................... .............. 7' �1111 0 .......... ......-4------------............. ............ ............ ......... ............ .......... ............+ .....................-------- ------- ....... .... ......... 1470 1 1470 1470 1470 1 1470 A ............... .......................................... 1-1111,1111----l-.............. ...... ------ ............ 24 ......------- ............ PROP. FS EX. GROUND CL SO @ CL SD ........... -GROUAV 1 (3 EX. GROUND @ CL SO 1460.61 FL Rlw R11w V- @ CL SD 100 YR. hGL Q) .......... CB17 @ CL SD 1458.7J TCL- 114W" 1460 1460 1460 1460 PROP. FS 1460 ------- ------- 1451.9�� 3 0 CL SO TOO YR Ha b 7W=145750 Q 100 WSL=1453.46 0100 WSL=1458.46 IZZ I TW=1456.76 TW=1456. TW=1454.60 100 YR. HGL L --------,--- ........................ 4- .............. .......... T-W=1454.51 BASIN' BTM 1454.60 _0.0197 4514.51 Tw=i 5 W-RC ER ELEV 1453.60 S=0.00jo R..- ............ S=o.00j .............. ------- ............ S=0.00jo -------------- BTM 1453.26 �MS 4300 IP 1-50017 . ......... ;Z7 BASIN 2 7 BIORETENTION CONST. 30" RCP PER ............. -6W.OE-,-j-o...........5D� ........ ................. ................... MnN OP OF 8 SWR MS 4300, IP 15001 L 1451.82 T S cj Lc) Lu j CID LTI v; 145G 1450 1450 1 CID 1450 1450 ............... Lcl 1450 LY -,O-RAULIC i"t, lll E12R 4 9 0� -AULIC _J�.......... aE Z�4 ............ ------ Vtw 1.6 FPS UA qAoo t�i '111, vloo lzz�� "I'l - C'4 1.J FPS cz; r< 0� z) Q) ........... TA ........... 24" RCP H)LD R-A LL C DA ............ ..................... lzig q8.79 LF OF -0 2000 Vloo 2.46 FPS H_YDRAULIC DATA\ lam. 144.02 LF OF 24" RCP (D-2000) 9 FS -------- ---------------- ............. BE MAINTAINED V, w 2.46 FPS 198Z21 LF OF RCP (D-1400) '118J.67 LF OF JO'-* RCP (D-1400) TO BE MAINTAfiVED 12�J --C ........ ......I.......-- ...... BY TO BE MAINTAINED TO BE MALNTAINED flr D 77.......... ------------------- ........ t-T ................ .1-11,11,�l-.,�l-l�,.�,,��1-11"-�"",�......... L N, ...... MAINTENANCE CFD MAINTENANCE CFD TO BE MAINTAINED T BY jRCT9 ------ ....... ....................... PROFILE .......... t HORIZ: 1 40' VERT: 1 4' 10 12 13 10 10 LINE C PROFILE LINE G PROFILE LINE H PROFILE ALT CREEK CHANNEL MAINTAINED BY RIVERSIDE COUNTY FLOOD CONTROL NOTEW- LANDSCAPING MAINTAINED BY VALLEY WATER QUALITY BASINS MAINTAINED BY WIDE RECREATION AND PARK DISTRICT RIYERSIBIE-06b"fy-MAINTENANCE CFD. SEE SHEET 15 & 16 FOR LANDSCAPING MAINTAINED BY VALLEY STORM DRAIN CONSTRUCTION NOTES SD STRUCTURE DETAILS WIDE RECREATION AND PARK DISTRICT 26 10+0000 (LINE G) CONSTRUCT 24" RCP (D-LOAD PER PROFILE) r 'j 'J'j (91�&��GIN24 SD� CONSTRUCT 30" RCP (D-LOAD PER PROFILE) h CONSTRUCT CURB INLET CATCH BASIN & LOCAL DEPRESSION PER 10+00.00 (LINE C RIVERSIDE COUNTY STD. NO. 300 AND STD. NO. 311 CASE C. WQ BASI #j '�ij li, BEGIN 30" SD 24 WQ BASIN# 2 INSTALL FOSSIL FILTER PER RIV. CO. STD. 300A I icol CONSTRUCT MANHOLE NO. 1 PER RCFC & WCD STD. DWG. MH251 26 M CL PROP. 24- RCP (LIN G) SEE SHEET 14 FOR , , I i CONST. 18" SD AND CATCH BASIN CONSTRUCT HEADWALL AND WINGWALL PER DETAIL ON SHEET 15 j�z N Ck OF CONSTRUC SD STRUCTURE DETAILS m 04 i IMPROVEMENTS PER MS 4300, IP 150017 (DIMENSIONS PER PLAN) m Lo o6 C,4 0) + + Lno co in o C) 0') CD :m 1 _: �7- Lo 00 z PROPOSED C'4- + 10+00.00 (LINE H) j 8- SEWER co CURVE TABLE LINE TABLE 4v a 0 BEGIN 2 21 cy Ll b Lj L I 6 CURVE LENGTH RADIUS DELTA TANGENT LINE LENGTH DIRECTION z 2 6 C14 Z z cn 21 z 22 3: N01*3737"E < CL C6 40.18 45-00 51*09'35" 21 .54 L12 44.02 0 :e 0 0 Li w cn F- z 00 CONST. 24" RCP (LINE H) C7 63.94 296.00 12*22'34" 32.09 L13 58.53 N54*5648"E 0 < OF CONSTRUCTION (b Of f � i Li PROPOSED I I I --- C8 22.66 30-00 43*16'53" 11 .90 L17 "E L14 78.70 NO3*47'1 3 -CONST. 30- RCP PER MS 4300, IP 150017 10+68.79 0 0 0 8 WATE - ------ END 24" RCP (LINE '9 < 0 o L18 JOIN EXISTING CATCH BASIll z L15 4.89 N 10*1 8'38"E cl-j 0 En cr- PER WESTERN HILLS z u- V) U-) OFFSITE--SD--PLANS Lo < cli Z L16 41 .24 N53*35'31 "E W - i CONST. 30" OCP (LINE C)---j ----99-43-0-0 IP# 15001 F- OF CQINSTRUCTION V) L17 45-00 Nl ,3*38'44"W 0 'A- V-DITCH PER m -ROUGH GRADE P N 0 ui 3: cn L18 43.71 LIJ 23 CANTEEN 1CIRCLE N 1 6'09'47"E LLJ m u� DESPARADO COURT < NOTEM z 20' ACC 0 -PER ROUGH GRADE PLAN LINE C & G THE PIPE VELOCITY IS LESS THAN THE COUNTY STANDARD OF 3 FPS IN ORDER TO KEEP z LINE H THE HYDRAULIC GRADE LINE BELOW THE FINISHED SURFACE OF THE STREET. 0 F- ui THE PIPE VELOCITY IS LESS THAN THE COUNTY STANDARD OF 3 FPS IN ORDER TO z z MAINTAIN THE MINIMUM ALLOWABLE PIPE SIZE. 1 40s 0 En < K cn NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 20 0 80 120 Ltj WITHIN THE ROAD RIGHT-OF-WAY ONLY. > 0 D 0 u- SEAL ENGINEER BENCHMARK: SH NO. z z I �E 0 NOTE: A L B E R T A. ENGINEERING CONSULTANTS TRACT 30322 IP # 140034 < 3788 McCRAY STREET 0�� z WORK CONTAINED WITHIN THESE PLANS SHALL NOT ILOFESSI 0 0 /VVVV\AAA&IVV\A/VVV\/~ RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE 12 0 COMMENCE UNTIL AN ENCROACHMENT PERMIT M. SEE SHEET1 0 DIAL TWO WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. WEBB PH. (951 ) 686-1070 SCHEDULE "A" 0 0 BEFORE DAYS BEFORE 0 YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. C71582 A S S 0 C I A T E S FAX (951 ) 788- 1256 STORM DRAIN PLAN 16 �2 0 LLJ < YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. LINE-C, G AND LINE-H OF SHEETS :2 0 CL IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL cjvj%. PREPARED BY: R.C.E. NO.: -71s-lez- SCALE: 0 TOLL FREE 1-800-227-2600 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY WE APPR. DATE FOR: W.O. COUNTY A PUBLIC SERVICE BY OF CA%.% R1W 4-Lf w a_ z RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS DATE: V=-IV,-//LZ H: 1"=40' V: 1"=4' SR CONESTOGA, LLC 15-0024 FILE NO. UNDERGROUND SERVICE ALERT j REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY ................... .................. ...................... ......... ............. ........... ................ ......................................................................... ...............-............. T- ........- ..........� ............. ............ .......... .......... ........... 1470 1470 1470 `470 1470 .............. ................... .......... 4r- ...................... ........... ........... ---4................................................. AASIN 11 PROP. t EX. GROUND @ CL @ CL SD t ............. ...... ................. .......... GROUND CL SO @ CL SO EX. GROUND PROP. F$, 0 CL SO ---—___...... -C-L, ------- 10-0 YR. HGL 1 W5-9-,6,3 FL 1460 .................i-I ........ 1460 1460 1460 1460 1460 1 0100 W S L L 1458.46 Q100 WS 166 HGL 1459.66 c� 100 YR. HGL ---T0P---OF_-GR ATEIW*5�71�65-- - ...... 70P- --GFATE-�- ------ 455.9J--\ TOP OF WEIR=1455.40, H=1.10 Tw;-.=1 �,TDp_2E_WDR=____t,4 H ................ 5-5-80,- v-_ 51 TW=1454. BASIN BTU 1454.60 + 4 022 _j S--=O. ;z .................................. ........... ..........-1,T,'----.",-,�,—�-",-".-�."-,�,.-�,��-,--",",�""-,-",�-"---�', %__ 14-53.26 1-M-1 E�D 14- ........... ............. V) S=0.0072 ......................... ............ ...................................... ........ ",.......... )L L Y.DRA UL IC .................................... .............. H DATA 4W 6.9 CF5 .......... 1450 1450 1450 1450 1450 �j 1 1450 t -UNDER-DRAIM-, ........... ............ ................. ............................... ........... .......... -V c .......... -o- Q; HYDRAULLC DATA+ -cf)LQ_ Q)n 1450.7J BTU OF 42" RCP CFS I......... Vjw J.5 FPS ON) 24D + + ............... 30 26 J5.6 CF5 8 1.J2- LF OF J6 EV 190 TO BE MAWTAINED J.7 FPS TO BE MAINTAINED __._L-Q) 77-464-F OF----__-1__111 TO BE MAINTAINEb 42" RCP LP-1 MAINTENANCE CFD BY BE MAINTAINED BY RC7D ............ ....... ------- ....... PER RCFCD DWG. NO. 4-898 9 1�1 .............. ............ I mramm- ................ ............ ---___--...... ........ t........ ............ ................ PROFILE HORIZ: 1 40' VERT: 1 4' 10 11 12 10 11 9 10 11 12 NOTE: LINE D PROFILE LINE E PROFILE SALT CREEK CHANNEL MAINTAINED BY LINE F PROFILE NOTE: RIVERSIDE COUNTY FLOOD CONTROL WATER QUALITY BASINS MAINTAINED BY LANDSCAPING MAINTAINED BY VALLEY RIYERS-10E MAINTENANCE CFD. WIDE RECREATION AND PARK DISTRICT�o LANDSCAPING MAINTAINED BY VALLEY WIDE RECREATION AND PARK DISTRICT "A BEELER ROAD STORM DRAIN CONSTRUCTION NOTES SALT CREEK CHANNEL 10+00.03 WESTERN HILLS =1 6+70.64 BEELER STREET CONSTRUCT 18" RCP (D-LOAD PER PROFILE) 10'X5' RCB PER LINE 2 STAGE 1 CONSTRUCT HEADWALL AND WINGWALL PER DETAIL ON SHEET 15 CONST. 18" RCP (LINE F)-----\ (DIMENSIONS PER PLAN) DWG. NO. 4-898 OF CONSTRUCTION PROJECT NO. 4-0-0576 CONSTRUCT 36" RCP (D-LOAD PER PROFILE) A\" PROP. 8�-' SEWER TRACT BOUNDARY CONSTRUCT CONCRETE DROP INLET (W/ 3 GRATES) PER RCFC&WCD ---- PROPOSED 42- RCP (LINE D) 10+65.80 (LINE F) -110, MODIFIED PER DETAIL ON SHEET 16 STD. DWG. CB _.jP_ER-RCFCD DWG. NO. 4-898 END 18- SD I W=7', H=5.56', EXISTING VjILLS DR L20 CB PER ST PLAN WESTERN 0 SEE SHEET 14 FOR ................... 2 MS 4298, IP 150015 �6:�j,�L I I _A_ SD STRUCTURE DETAIL� 6" 14 5 PROP. 18" WATER 7, uj 00 z 10+12.14 (LINE E) SD EASEMENT A—ror+.,1 ON 0 L19 0 BEGIN 18" �D TR 30322 FINAL MAP 0 i BEGIN 36" SD ..... PER !I T 'AND NN- , REMOVE EXISTING BULKHEAD WQ BASIN# 1 30 w V) JOIN EXISTING JUNCTION STRUCTURE .......... 15 & 16 FOR ow- EMERGENCY OVERFIL Id _42 if SD STRUCTURE DETAILS JIM LINE TABLE 30 - — — — — — — z WQ BASIN# 2 1455 Q0 fw-�92.26 LINE D z LINE LENGTH DIRECTION 0 CONST. 36- RCP (LINE E) IREMOVE EXISTING BULKHEAD 0 1459 OF CONSTRUCTION AND INSTALL GRATED CATCH 10+93.46 L18 68.81 N37*14'31 "W z BASIN 30 Ln 0 BEELER ROAD WEBB E 8' (H) X 5' (W) RCB LINE 3, 0 Ll 9 88-99 N64*2455"E STAGE I PER PROJ. -0-0577 4 N uj uj _4 DRAWING NO. 4-902 L20 80.49 N69'05'49"E Li m cn LINE D (PRONPO"NSED PER E uj 0- ADAMS STREET z < RU'U""D DWuf"%. NO. 4-89 LINE E & F z CN 119 w s 0 W I 1�2 I-, z 1 vo 40P cn < w m - - NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK uj Of Li > 0 D WITHIN THE ROAD RIGHT-OF-WAY ONLY. 0 U- z .............................. 0 NOTE: SEAL ENGINEER BENCHMARK: '*SHEET NO. 0 A L B E R T A. ENGINEERING CONSULTANTS TRACT 30322 IP # 140034 C= < z AA/\A/v%/VV\/\/\/VV\&A/\/�~ A/VV\AAP/v%A/V\AA/\/\/V~ WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788 McCRAY STREET 0� V3 COMMENCE UNTIL AN ENCROACHMENT PERMIT RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE 0 0 13 0 En LU DIAL TWO WORKING PH SEE SHEET 1 I< 0 AND/OR A GRADING PERMIT HAS BEEN ISSUED. (951 ) 686-1070 SCHEDULE "A" P= BEFORE DAYS BEFORE 0 r Q, 00 YOU D THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. C71582 A S S 0 C I A T E S FAX (951 ) 788- 1256 STORM DRAIN PLAN 16 J, Ld ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. OF SHEETS m > LINE-D, LINE-E, AND LINE-F 1-1 0 a_ TOLL FREE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED BY: R.C.E. N 0.: �2 uj m OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE SCALE: 0 A PUBLIC SERVICE BY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE FOR: W.O. COUNTY CN 11,9 . 1"=40' V: 1"=4' SR CONESTOGA, LLC 0- z i ,2b&N_ DATE: S_Z�i H. 15-0024 FILE < UNDERGROUND SERVICE ALERT E PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY NO. 9(DF I M I ii ! 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NO. 300 AND STD. NO. 31 1 CASE C. c� w _j INSTALL FOSSIL FILTER PER RIV. CO. STD. 300A cn w a- I w , a- u z < NOTES O. 1 PER RCFC & WCD STD. DWG. MH251 I (9 1� I 0 m ("i z �_ THE PIPE VELOCITY IS LESS THAN THE COUNTY STANDARD OF 3 FPS IN ORDER TO KEEP rq Ld CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC & WCD STD. 0 * THE HYDRAULIC GRADE LINE BELOW THE FINISHED SURFACE OF THE STREET. 9 I F- DWG. JS227 �2 = I w �l 0 0 THE PIPE VELOCITY IS LESS THAN THE COUNTY STANDARD OF 3 FPS IN ORDER TO z I I z 0 V) < — cn Of :E - - NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK !� w c� WITHIN THE ROAD RIGHT-OF-WAY ONLY. I I-, 0 / DIF — cn 0 LL_ � T __ __ - __ __ , 0 � SHEET NO. z >_ z i I NOTE: _-- I _-_ SEAL - ENGINEER A A. ENGINEERING CONSULTANTS BENCHMARK' Z_� I 0 ) __ �_ 0 1 3788 McCRAY STREET < Q�� z r `1 MEER L__3 r, WORK CONTAINED WITHIN THESE PLANS SHALL NOT --- — Eftjo�,_ C) :D /VVV\AAAAA/VVVVV\&%%'\M T - RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE 14 1_� 0 P uj COMMENCE UNTIL AN ENCROACHMENT PERMIT QV -1 c 4 - I,- -_ I N 0 V) uj DIAL A GRADING PERMIT HAS BEEN ISSUED. - . ___ -7 tj� s WEBB PH. (951 ) 686-1070 "A" rl� i 4? - -I--- < 2 I'll 0 � 1. 9 ,omr % STORM DRAIN PLAN F_ BEFORE = m ,J, n 0 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR -- � 16 0 uj < YOU DIG YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. --- . ,- ____ NO. C71582 LAT A-1 , LAT A-2, AND LAT A-3 I OF—SHEETS '7� :m > Q� I IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL - --- PREPARED BY: -7107- �2 00- TOLL FREE 1-800-227-2600 -TI ._q- , - - CIVIV R.C.E. N O.: _ SCALE: -t , :t " ;_ -7-7"�,,�,,-7 _ - , "', � :�: , I - — - � : (10, I - I I — - ��" � (I :�� I :1 I L I , " I z � , � � 9_ ___ :::- -" ,"'ll - , -,�_7 , ,___ _ - , � " ---I- - - � t 11 I � I � I � tTi,: � , . �1/1"ll-,-, ----I,-- :::--Z: ::=-I-- 0 w OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE JNTY 49krj 0 .APPR. DATE or MAL% FOR: W.O. col C\� ___,_.____ . 1"=40' V: 1"=4' __1 U,i (L 0 REVISIONS elD&L2�::�,:�_-L- — DATE: - H. w CL Z RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND -S7q SR CONESTOGA, LLC FILE NO. 6 ICE ALERT i ENGINEER COUN i I _. 1111.111 �I I . � I . SEED AIL "A" 0 SHE 1 _ 1454.60 TW 49 � I 1454.60 TW - " 1 45 SOP � i PROPOSED 24" RCP (LINE G ) 14 6. 6 TW _ ___.�dd. r Tw I ° - o SEE SHEET 12 FOR PLAN AND PROFILE ° WQ SIM 0 o ° PROP. R/W i BASIN BTM 1454,60 ° t ° • ° 1453.60 FS 1 m ° L ° ° ° 26 1454.26 TOP OF BERM ° _ • '° • • :• • d 4 d 4 - ° 6.7 ` ° 4 \ a P ) 1454.60 TW ; .. - � - - - . 44 \ 4 4 � _�..�\�; SEE SH'ET 1 0\,E '\ r..__.. - _ - _ 1454x60 TWFILE 0 \ a a co \ `, a a 4 _ - 1453.62 INV 1454.60 TW _ .___. 145 .3 I(� -� _ q - o \ _ _ . . 145Zs - _w __ . - 2 1454.60 TW ° 1453.30 V'., \\ \ \t ° 1 ,55. 1 TW / �� 1453.26 FS 4 ?� � ,a -... .. ..._ \ 1454.51 \�, _...._....__.. _ _.......... ...... _.__........_........._... ._ 26 CONST. 30" RCP (LINE C ) - 1454.60 TW \ 1 * \ 1453.63 INV / WQ SIM 1 - \ \ SEE SHEET 12 FOR \ / =t, a \ \;, / BASIN BTM 1453.26 \ \ - 1456.61 TW 09 PLAN AND PROFILE / / 1456.7 TW 1454.60 \ ` 1453.63 INV - \ �? , \ �\\® CONST. 3®''--R �(LINE A) y/ / ! � ,,� `, �'� '; LOT 126 ® 2' \ SEE--SHEET 11 FOR , / 1454.60 TW ` PLAN AND PROFILE / :1�� PROP. R/W 1453.60 FS 1454.6fl \t ---- ' / - \ _ -._ _- 1454 60 TW g' 3.72' - 1 CONST. 30" RCP (LINE B) 1 Q BAST SEE SHEET 11 FOR PLAN AND PROFILE _ � BASIN#2 WEBS BASIN BTM 1454.60 � PROP. W `�. y, `y WEB \ A , LOT 125 WEBB E I T IL SEE SHEETS 1 1 I DETAILS 1"=10' SEE SHEET 12SHEETSa Pt= P SEE ® 12 1 =10 ___ i _." _. `\ )�y PROPOSED 42" RCP (LINE D) PER RCFCD DWG NO 413913 _--_ - i 1 ! ' W LAP _... PROP /W 12" ___ „ - CONST, 16 P._(LINE rl , ' �` \ 3�4 R SEE__SHEET_1 _FOR "PLAN AND PROFILE ' I �' __ ___.____ _.w 1- _ 2 CLEAR \� _ _._". _. r .:., as - / \ I i 1455.93 \ _ \ ------- / \ _ _ - �� r - - - v \ __o _D _ ; \`� W E CTI A- T --- f i I _ 4 25 � 4 PLAN - a 1453.43 CNV -- SEE AIL "A" AN "E" _ T - v v v v 6" -� �-�_�-I ON SHEET 1 q ` a 1455.93 1 a \\ \\ \ - - - - B 4' 26 o - -- - \ 2 4 }� \ -\\ d a �� ; , �� vv _ I LL 4°, 1 25 #4018- REINFORCINGv 145 >.26 FS I 45 �� to 4 ; A 4 po ., 30 8 E � ' I I PRbP. R/W I \ \ NTS 1454,26 TOP OF BERM 1101 SEE DETAIL "A" TOP OF GRATE 1457.30 �, 1 ( ; °s s \ \ ® \\ WI'NGWALL AND HEADWALL DIMENSIONS 2- 4' _ as ON SHEET 16 I � � ' \ \ _ ® B #401' VA F ' v > LINE ( ) H ( ) ELEVATION 1 I 69 � / SECTION 3.0 ' j TOP OF GRATE 1456.10 LINEA 7.20 4.95 ®TES® cn i 4p _ X41 o I ti` \ // 1. CONCRETE SHALL BE 560-C-3250, !�1 ', PROP. R/W \ s \ LINE B 7.20 4°95OD WQ BASIN#1 I \ 2. EXPOSED CORNERS TO BE CHAMFERED ". BASIN BTM 1453.26 1 `, LINE C 10,11 3.46 3, TOP OF HEADWALL SHALL BE PLACED APPROXIMATELY PARALLEL TO PROFILE GRADE WHEN GRADE IS 3 OR MORE. CONST. 3 RC (LINA E) , I ' \ / ® 4. SKEWED PIPES: DIMENSION W TO BE INCREASED IN WIDTH O LENGTH DUE TO SK OR ,MULTIPLE PIPES. T 1 SEE SHEET 13 FORS PLAN AN� PROFILE i 4:1 �� // �O� " " LINE F 2.00 2.50 5. DIMENSIONS W, E, AND F ARE PER DETAILS SHOWN HEREON. e \ SEED AIL D 0 SHE 1 1 4.1 ; ' I l \ / t00 CNI i ; o LINE G 10.11 3.46 �� ; I ! \ / AIN 2 I e LINE H 2.50 4.42 BASIN BTM 1454.60 NOT TO SCALE 11 ' L 125 cn cn LLJ j i L a I 'r ? ' PROPOSED 30' WIDE SD EASEMENT W _ - - - - - - - - - � = - I PER TR 30322 FINAL MAP B o o w IL had WEBB ,:..,. z DETAILSLINE D STRUCTURE 2 CONSTRUCT HEADWALL AND WINGWALL PER DETAIL ON SHEET 15 C� . SEE SHEETS 13 N SEE SHEETS 13 1"-10' 1 =10 (DIMENSIONS PER PLAN) o CONSTRUCT CONCRETE DROP INLET (W/ 3 GRATES) PER RCFC&WCD STD, DWG. CB-110, MODIFIED PER DETAIL O SHEET 16 G OTE: APPROVAL Y THE TRANSPORTATION EPA T E T I F W WITHINTHE D RIGHT-OF-WAY ONLY. 0 -� SEAL - ENGINEER BENCHMARK: T SHEET N0. z A. I E IN SLT CONTAINED WITHIN THESE PLANS SHALL NOT ( ( FESSiOA, COUNTY OF RIVERSIDE < RIVERSIDE CA. 92506 : COMMENCE UNTIL AN ENCROACHMENT PERMITSCHEDULE PH. 951 686-1070 n 15 _ cn DIAL TWO WORKING ��' d�� WEBB ( ) AND/OR A GRADING PERMIT HAS BEEN ISSUED. �® BEFORE DAYS BEFORE C FAX (951 ) 788- 1256 1 dtit THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR YOU DIG NO. 079552 DETAILS OF SHEETS �� I G ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 00- TOLL FREE 1-800-227-2600 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL o,v,, ®� PREPARED BY: R.C.E. NO.: / SCALE: OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE AP . DATE ��OF �, F®R; W.O.W ® COUNTY �. A PUBLIC SERVICE BY DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS RESPONSIBLE FOR DET COUNTY DATE® H: V: S C - NE TOGA, LLC N IL Z UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER 1 ®®024 FILE N0. RCFC&WCD STD. CB-110 CATCH BASIN INGWALL AND HEADWALL MODIFIED PER DETAIL ON THIS SHEET. PER DETAIL ON SHEET 15 i��\�j � 57.50 TG ELEV 1456.95 BASIN #1 6" CONCRETE W/ #4016" O.C. PROPOSED LINE D Q100 W.S.L. ELEV. 4" THICK, 2' WIDE GRAVEL SPLASH PAD - - - - - - - - - - - - - - B" NYLOPLAST-ADS INLINE DRAIN 42 RCP %�i� TOP OF WEIR DCV W.S.L. ELEV. 55.40 _ AND GRATE OR APPROVED EQUAL PER RCFCD DWG. NO. ��j�� o 0 4- �� - - - - - - - - - - - -- - - -- - - - - - - H8 ICK 2' WIDE BASIN BOTTOM �� TOP of BERM 4 THICK, ELEV 1454.60 GRAVEL SPLASH PAD �� 4:1 SLOPE SEE WEEP HOLE 9 DETAIL HEREON 6pp - 1451.43 ELEV BASIN BOTTOM ELEV 1454.60 I5--0003 ��i ��i�;�i 1451.43 INV 1 a 4 ERED SOIL MEDIA n, *ENGINEERED 6" VERTICAL CONCRETE CURB U 6" PERFORATED PVC LINDERDRAIN AASHTO N0. 57 (1.5") GRAVEL, WITH 1 - 12" OPENING AT 10' C/C TOE OF BERM CRUSHED AND WASHED WITH 1' THICK X 3' DEEP FS PER PLAN (SEE GRADING PLAN FOR LOCATION) CUTOFF WALLNATIVE SOIL-GRADED SMOOTH 6" PEFORATED PVC NOT COMPACTED DETAIL 't DRAIN PIPE (L=10') NTS 6" PVC DRAIN PIPE *ENGINEERED SOIL MEDLA REQUIREMEHM. DETAIL THE ENGINEERED SOIL MEDIA SHALL BE COMPOSED OF 657 MINERAL PERCENT RANGE COMPONENT COMPONENT AND 157 ORGANIC COMPONENT, BY VOLUME, DRUM 70-60 SAND IBASIN-BOTTOM MIXED PRIOR TO PLACEMENT. THE MINERAL COMPONENT SHALL BE 15-20 SILT SECTION H-H CLASS A SANDY LOAM TOPSOIL THAT MEETS THE RANGE SPECIFIED IN 5-10 CLAY THE FOLLOWING TABLE. THE ORGANIC COMPONENT SHALL BE NITROGEN NTS STABILIZED COMPOST, SUCH THAT NITROGEN DOES NOT LEACH FROM IYPICAL 'SECTION THE MEDIA. - NTS 1' 4' 4' 6" CONCRETE W/ #4016" O.C. 4" THICK, 2' WIDE GRAVEL SPLASH PAD TOP OF BERM q.;1 4:1 1453.26 FS ° a a 3.50' 6" VERTICAL CONCRETE CURB a WITH 12" OPENING n, a ° 0 0 ° 1' THICK x 3' DEEP c., - - CUTOFF WALL 2' 2' 6" CONCRETE W/ 416" O.G. SECTION F-F } NTS 4"0 WEEP HALES 2.95'- @ 2' C/C ENTIRE LENGTH OF WALL WEEP HOLE DETAIL 5.95' ° 6.50' 5' WIDE TOP OF BERM NTS I I ° 2.5' 2.5' OPENING ° - EDGE 0 3 TYPE 24-9 GRATES CONCRET ° PER CALTRANS STD. D77A TOE OF BERM � I 6" VERTICAL CONCRETE CURB WITH 1 - 12" OPENING 6" CONCRETE W/ #4016" O.C. BASIN OUTLET DATA TABLE 30 RCFC�WCD STD. CB-110 CATCH BASIN BASIN INVERT Ti SIDE OPENING T2 OPENING T3 TG T4 V T5 HEIGHT MODIFIED PER DETAIL ON THIS SHEET. 53.26 55.80 0.85 57.65 4.39 SECTION E-E57.65 TG p��j��j/ 2 51.43 55.40 1.10 57.50 6.07 NTS \/ Q1 OO W.S.L. ELEV. 58.46 - _ - - - - - - _ /�� LINE E TOP OF WEIR_ DCV W.S.L. ELEV. 55_60 - - ��j/ 36" RCP PLAN VIEW WIN I AND 2 3 TYPE 24-9 GRATES OUTLET STRUMRE� PER CALTRANS STD. D77A 1� BASIN BOTTOM - �x �� ELEV 53.26 /��i%/j!� - 1.20' 53.26 INV NATIVE SOIL-GRADED SMOOTH 6.45' NOT COMPACTED --0.25' -0.33' T 0.94' 0.25' 0.95' 0.3 3' DETAIL "E" 1.00 INFILTRATION BASIN # 1 1 - w rm T3 T3 Q zTYPICAL SECTIONT2 0 ® / NTS 0.25'77� 0.50' 0.50' T w �-0.2 5' FRAME �� ANCHOR Qo (TYP.) T5 o N 03 F r T1 w Li 0 co --4.00_j 1 ' 7.00' 1. w a- ® SECTION o I z 1' SECTION12 / 1 � 3: 0 w V) NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK i co WITHIN THE OA RIGHT-OF-WAY ONLY. SHEET NO. z U- SEAL - ENGINEER ENGINEERING LT Q z NOTE: 378 McCRAY STREET 16 o �' WORK CONTAINED WITHIN THESE PLANS SHALL NOT qjl°�� 1WEBB RIVERSIDE CA. 02506 SCHEDULE �' '� COMMENCE UNTIL AN ENCROACHMENT PERMIT ® N PH. (951 ) 6�C-1070 STORM DRAIN PLAN 0 DIAL TWO WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. FAX (951 ) 7��- 1256 BEFORE t®, DAYS BEFORE PLANS IS RESPONSIBLE FOR THE PRIVATE ENGINEER SIGNING THESE �o. c�� 82 1 OF 1 SHEETS Wou YOU DIG YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL �'�� a� PREPARED BY: R.C.E. N®., ` SCALE: 00- TOLL FREE 1-800-227-2600 APP . DATE �� F®R: W.O. COUNTY N OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE ARK DY DATEC,%%.% DATE: H: V: S C NESTOGA, LLC 1 ®0024 FILE NO. IBJ A PUBLIC SERVICE BY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS �- -- Q CL ZUNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY