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963vv_spp GENERAL NOTES : COUNTY OF RIVERSIDE TO HIGHWAY 74 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPERIOWNER CONTRACTOR TO APPLY TO THE & CITY OF HEMET RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC FUTURE BRIDGE USE, AND TO BE RESPONSIBILE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL OVER SALT II REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT, ADDITIONAL STREET IMPROVEMENT PLANS CREEK C H A N N E 4II (I I GRAND AVE 9T STUDIES AND/OR PERMITS MAY BE REQUIRED. III (I( / y A 9TH AVE -N- 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, ANDI I RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION TRACT NO . 31632SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. / SIMPSON RD PHONE. (951) 955-6885 FOR PARCEL MAPS AND TRACT MAPS. 106 II o Q100=42.2 cfs D. (n w PAVED AND 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1221. 11 ( 0z COUNTY MAINTAINED Q10=20.9 cfs ` �� II II 1 0 d 4. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 10 III ( Il m -w-' OLIVE AVE IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND t 11 II III v SUBSEQUENT AMENDMENTS. CURB OUTLET CB 93 ((( II + I III SITE w ow w CNPN! 79 Q100=9.5 cfs 7 11 DQMENIGONI PKWY 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET `CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. Q 1 O=6.1 Cf S Q100=5. Cfs LINE I I II II w o .Q10T ' 3.6 Cfs �j _ E SHEET 1 (( I }� ( O DOMENIGONI PKWY m PATTON AVE 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. � LINE J 94 II ii II I `--� O �S`EE SHEET 14 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED TO COUNTY O STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. / 111 11 O O II S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL \G� 10 ' (I (I IIO E-+ VICINITY MAP CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS OS �' () (I II ( G''JNTS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL �o� WQ BASIN# 2 (z 10 ' 96 (1 1 ( � O SECTION 33, T5S, R2W COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY GOA( ( I( II I O I I I III C\2 9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS SHALL BE TAKEN BY THE COUNTY �Op $6 i I 1I I AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 / St 851 O 0 II II II IF EXPANSIVE SOILS ARE ENCOUNTERED. 44l� do 92 ��0' I 97 Jill II Z a . �lv� � i ( cn � 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT �� 84 � cn III I DEVELOPER SOILS ENGINEER/ OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND ��J 83 d II¢ 0 SITE ADDRESS ' � � � � 0 - � i II II � 11 GEOLOGIST 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 p 0 �0 9 8 DOMENIGONI PARKWAY SR CONESTOGA, LLC AND 94 OF THE STATE STANDARD SPECIFICATIONS. WESTERN HILLS.DRIVE: ��P\�� �/ 82 ® 0 91 w (( II i ( BETWEEN ADAMS STREET 41391 KALMIA STREET, SUITE 200 GEOCON WEST, INC. PROPOS MPROVEMENTS P2 81 ® ' I AND RICE ROAD MURR/ETA, CA 92562 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499.(MAGNOLIA GRANDOLFLORA, 0 N (� II II I II I WINCHESTER, CA 951 200-2365 41571 CORNING PLACE, SUITE 101 PE REET IMP. PLANS ( ) MURRIETA CA 92562 PODOCARPUS GRACILIOR, QUERCUS ILEX) MS 4299 IP 150016 �/ 80 ® 0 LINE B 99 II II {1 ' TO BE CONSTRUCTED PRIOR 0 �90 I CB $ ATTN: JIM LYTLE PH. (951) 304-230(7 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 0= 24.6 Cf s 79 `%j ��� 0 0 SEE SH 1114 II Q 100= 1 .5 cfs FAX 951 304-2392 TO TR 31632 � � 0/ \ � 100 � Y ( ) Q 10= 15.6 cfs � i 78 � G 0 0 III Q 10= 1 .0 Cfs 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM ® �j 0 87 $$ 89 �\ REPORT DATE. MARCH 11, 2015 FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, 77 0 \-(� / 0 \ \ ��; - CB 410 INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE 107 70 �A/ \ I _ �i I ® I 0 / A LIN � __- - Q 100= 1 .9 cfs TOPOGRAPHY SOURCE BASIS OF COORDINATES CURRENT ASSIGNED TRAFFIC INDEX. 0 \ \ � 0 0 71 \ SE SHEET -r _ _ �, I Q10= 1 .2 cfs INLAND AERIAL SURVEY y _ � ____ = _� _.- � - � lop, CCS NAD83, ZONE VI BASED ON NGS 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON ;" '� ® - > - 7117 ARLINGTON AVENUE SUITE A `A HMT 8 (� \ ;�__ � - _- _ _ C B 9 STATIONS "BELL",:,& AHMT RYAN , EPOCH FOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING - - 4 0 6� 72 � � �---� --- - T\ \ / � RIVERSIDE CA 92503 IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE O / �� f }{ _ ---� - Y� Q100= 0.6 cfs 951 683-3248 1991.35 PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING O / ��\ 57 0 0 ® -'±__ 10= 0.4 cfs ( ) TO ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED OCTOBER 2009. 4 /// g \ \ 73 �� ?�- A _ \�� \\ Q BELL (0X3774) AHMT RYAN (0X5267) I 1\ 59 % �;� ..� \ N 2184600.02 N 2212486.808 0 0 68 ®74 /moi / % ��104 ,\' \\ SWPPP CONTACT E 6287242.23 E 6328559.345 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING \� I 11� 0 0 �j� .�' �i� �,-�-• 103 0$ OS THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR (] \\1 /// 60 0 ® �� 1 �1 \\ SR CONESTOGA, LLC INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 56 0 ` 75 ,�/ % � e WQ BASIN#(�3 COMMUNITY PARK I \\ RICE ROAD: 41391 KALMIA STREET, SUITE 200 0 Z. i PER DEED TO \\ PROPOSED IMPROVEMENTS M RRI x 0 , 6 7 i � � 51 \ U ETA, CA 92562 16A. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT 76 / \ Ri -RSIDE COUNTY PER % PER STREET IMP. PLANS ENGINEER -� / tri !� / \I MS 4302 IP 150019 (951) 200-2365 DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A I I� �I I V) / ri \ INS 2003-998481, I II II( 61 / '�/ / LIN H c�0 \ # \ 11 \\ TO CONSTRUCTED ATTN. JIM LYTLE NOTICE OF INTENT (NOt) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM ,� \�n // Ile I / t^ RECS 12/23/2003 „t BE COS UCTED PRIOR ALBERT A. WEBB ASSOCIATES WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. 111 Ill 55 1 1 66 /// ¢��j, / SEE SHEET 5 50` -A \ ` , \ t >^� TO TR 31632 3788 McCRAY STREET III O 10 \ ' \0 / / O Oj j LINE C LINED \I \\ RIVERSIDE, CA 92506 166. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY WITH A COPY OF I(I III 6 2 0 ® // /c� //// / SEE SHEET 1 SEE SHEET 14 \\\ �O Q (951) 686-1070 THE NOI, WITH A VALID WDID NUMBER. I 54 ���, / 49 W y LEGEND ABBREVIATIONS & SYMBOLS (1 II 11110 65 ,j {/ �-I/ / 42 0 , ATTN. DANIELLE LOGSDON 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT III III ® / /j ? r // / 41 ® ''\ CB 5 \ INSTALL INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS OR ON ROADWAYS ADJACENT TO (III 111 63 ® 0 / �/ Y \\ \, - ALL 120 VOLT, 200 WATT L.P.S.V. 9500 LUMEN THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO E-+ I II III 53 / i/ ��%/// 43 48 Q 100=5.9 cis \\\ STREET LIGHT PER RIVERSIDE COUNTY STD. 1001 IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. I(I I III 0 0 ,� / � !,%/ 0 0 \ Q 10=3.8 cfs \\\ y.� INSTALL 22,500 LUMEN HIGH PRESSURE SODIUM 111 Il I 64 / -- � i // 0/ 0 ( I ' CB 2 \ " - STREET LIGHT PER RIVERSIDE COUNTY STD. 1001 18. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ! ��j� / i�� / 40 I \\\ ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, CB 1 1 III III 52 _ -j / / 47 I Q100=0.6 cfs \ ,Y� STREET LIGHTS TO BE INSTALLED BY OTHERS BY THE TRANSPORTATION DEPARTMENT ACCEPTABLE AS DIRECTED BY THE - � ____-.- _ - >- - �'��/ 0 44 ' Q10=0.4 cfs \\ \ >�-`' - PER STREET LIGHT PLAN FOR BEELER ROAD, ADAMS STREET Q100-6.9 cfs , TRANSPORTATION DEPARTMENT. _/ I NO\- _ _ - _ - - - - _ /�/ � / 31 0 , \ AND WESTERN HILLS DRIVE. Q10=4.4 cfs _ - iii------ ���� ^?: ' CB 6 ECONDAR 19. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO APPLY TO - _ - 39 0 n 45 0 = ACCESS FUTURE STREET LIGHTS TO BE INSTALLED ON DOMENIGONI RIVERSIDE COUNTY FLOOD CONTROL (RCFC) FOR PERMITS WHEN ANY STORM DRAIN _- ` O Q 100 7.4 cfs - PARKWAY PER SEPARATE PLAN. - � \ 0 G 0 � CB 1 �'"' Q10-4.7 cfs II PIPE NEEDS TO BE CONNECTED WITH A RCFC FACILITY. CB #12 === _ 30 \ \ ® 32 2� - = / 0 - STREET TREES Q100-4.8 cfs _ 0 J'0 \� / / Q100-1 .6 cfs 0 �.'� - RETAINING WALL - � ("� 38 y � 46 - // TC - TOP OF CURB � - BLOCK WALL NOTICE TO CONTRACTOR Q10=3.1 cfs III ( 0$ 21 0\ \ 33 �� \ O O Q110=1 .0 Cfs �r 00 GB - GRADE BREAK -- - RIGHT OF WAY LINE III 101 ® \ 0 O CB 13 ♦ ' FL - FLOWLINE - - STREET CENTERLINE THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, I(I 111 SEE SHEET 15 I II( WQ ® 2 9 0 ® 37 ®�'' G� REDUNDANT I EC - END CURVE - TRACT BOUNDARY STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY - NO SERVICE LINE G 11 I( BASIN# 2 2 3 4 � :I � �0 ��'?� CB 14 � ' BC - BEGIN CURVE 0 z LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE MEMBER I I II III( ' �<"� \ ® 0 ' U N DANT® c S�Gr1 �g ' ECR - END CURB RETURN AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES III I I ` 2$ ,` ® 3 6 �/' -,� BCR - BEGIN CURB RETURN ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. Q100=7.5 cfs i I �^ 0 2 3 61 �'� \0 3® 0 1 ♦ QRpPe�3��'\P R/W - RIGHT OF WAY 10=4.7 cfs w I II i I ` \ �R�' -�� RT - RIGHT _-- �p THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT Q I II 27 0 0 ® 2 ` Q LT - LEFT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON 0 20 � 0 � '� CL - CENTERLINE C0 THESE PLANS. LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR V) 11 II I Jill C -� 24 � �� 3 ♦ � ,r INDEX OF SHEETS U5 TO COMMENCEMENT OF CONSTRUCTION (1 II II II 19 \ ` ♦ 1 � -�-III III 2 6 '\ ♦ HP - HIGH POINT 4 ' - DIRECTION ION OF FLOW SHEET 1 TITLE SHEET H CALL UNDERGROUND SERVICE ALERT (U.S-A.) 1-800-227-2600 AT LEAST 2 WORKING p III II( 17 18 \ 0 25 1 `�N� / SHEET 2 SECTIONS AND DETAILS ¢ DAYS PRIOR TO EXCAVATION. <t III I I o SNE P E 0 5 = 9 400 p I "1 G SEE SN, ��� y 6 ® 5��� AREA FOR FUTURE RTA BUS TURNOUT. SHEETS 3-8 PLAN AND PROFILE THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES IN 08 a / 0 ♦ CB 4 (INSTALLATION IS NOT REQUIRED PER 0.S.0 0 CONDITIONS OF APPROVAL � I � / /® � SHEET 9 DOMENIGONI PARKWAY N <[ DETERMINING BOND AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID ® 7 �j / Q100=4.2 cf s t j PURPOSES. (II (I 0 g 1 '` ® Q 10=2.7 cfs SHEET 10 CURB RETURN DETAILS ADAMS STREET: I I II III( \ ,� ♦ SHEET 11-16 STORM DRAIN PLAN & PROFILE o �` PROPOSED IMPROVEMENTS III / Q CB 3 Z PER STREET IMP. PLANS I I II I)( 0 ® 9 ® y �/'�� ♦ ' Q 100=6.9 CES ' SHEET 17-19 STORM DRAIN DETAILS CY_ N 0 MS 4298 IP 150015 0 ® 10 TO BE CONSTRUCTED PRIOR 1 II III 0.� 1 ® 1 1 �O Rpppl ` Q10=4.4 cfs ADAMS STREET, RIGS ROAD, AND WESTERN HILLS Ln NOTE• TO TR 31632 ( I 0 5 EE ® ® OFz �J DRIVE (FROM ADAMS ST. TO RICE RD.) WILL BE W, J I I 0 0 ®�./ f 1 2 O � NENP ' �0 CONSTRUCTED PER: m THE LOTTING SHOWN HEREON DIFFERS FROM THE III LCn ® i 13 �' � / /E� ,/` M5 4298 IP 150015 Q APPROVED TENTATIVE MAP DUE TO THE NEED TO I I RM w 14 ' FO ♦ �. N MS 4299 IP 150016 W U ADD WATER QUALITY BASINS TO ADDRESS THE WATER \ I \�I 1 6 15 ® ® MS 4302 IP 150019 n ��. QUALITY NEW REQUIREMENTS WHICH WAS IMPLEMENTED PRIMARY w IZ AFTER THE TENTATIVE MAP WAS APPROVED. ACCESS I I III ® ®n,�� CONSTRUCTION OF SAID ROADS SHALL BE COMPLETED cn Z . /® J PRIOR TO THE CONSTRUCTION OF TRACT 31632. M "' N W ABB E / TRAFFIC SIGNAL AT DOMENIGONt PARKWAY AND RICE WATER QUALITY BASINS MAINTAINED BY THIS PROJECT IS BONDED AND TO W ® ROAD SHALL BE CONSTRUCTED PER MS 4302, IP II III I ♦ EXIST. CB INDEX MAP 150019 MAINTENANCE CFD. LINS BE INSPECTED BY CONSTRUCTION o n - _ - ���� Q 100=14.7 cfs S PECTI©N DIVISION NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK Q10=10.3 cfs pQ O WITHIN THE ROAD RIGHT-OF-WAY ONLY. 50 0 100 200 300 400 BGR 150048 WD'ID NO. 5 W o �'- Cn >- NOTE: SEAL - ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: TRACT 31632 IP # 150013 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT Ess 3788 McCRAY STREET NAV088 BASED ON NGS CONTROL 0' Zvi - COMMENCE UNTIL AN ENCROACHMENT PERMIT oP int R AND RCFC&WCD BENCHMARKS: COUNTY OF RIVERSIDE � ��. ��� M. co �, WEBB RIVERSIDE CA. 92506 1 ;- U cn DIAL TWO WORKING - <U AND/OR A GRADING PERMIT HAS BEEN ISSUED. � Asa; PH. (951 ) 686-1070 NEWPO2 (DX5632) ELEV. 1497.91 SCHEDULE "A" ro F= BEFORE . DAYS BEFORE W o c - Z10626 ELEV- 1514.08 0 U THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR z " A S S 0 I A T '; S FAX (951 ) 788 1 256 i YOU DIG Z14352 ELEV 1424.53 STREET IMPROVEMENT PLAN' YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. N0' c715a2 OF-SHEETS 9 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL TITLE SHEET � ��- TOLL FREE 1-840-227-2600 � c�v��, � PREPARED BY: R.C.E. NO.. Z 11871 w m OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �r SCALE. o 0-0 A PUBLIC SERVICE BY MARK BY DATE APPR. DATE f c��� FOR: W.O. COUNTY N �z RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS N A N A UNDERGROUND SERVICE ALERT DATE: lT H:_/ V--/ SR CONESTOGA, LLC 1 - FILE NO. <C�C REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY 5 0023 v BASIN RIPRAP SEE TYPICALSECnON CONSTRUCTION NOTES AND QUANTITY ESTIMATES $ SALT CREEK CHANNEL U1 R/W 0.25' A.C. OVER $5W= A.B. CL. II 141,578 SF 2,548 TON /-•2, - CY 2' GUTTE1" LOCAL BOTTOM OF BASIN p O CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200. 7,888 LF •- GRAVE TO DEPRESSION 6' SIDEWALK 4' 6' BENCH CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') 47,328 SF 1 MN. II II II � Lu ACCESS ROAD — * TOP OF BASIN I I I I I I m Z ® CONSTRUCT CROSS GUTTER AND SPANDRELS PER COUNTY OF RIVERSIDE STD. 209 3,288 SF BW-1463.85 BASIN 1 " BW=1462.55 BASIN 2 * 2% (BASIN #1) p Z O CONSTRUCT 4 THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403, CASE A. 8 EA TRACT B©UNLJ�4RY O.S. PER PLAN 1 X (BASIN #2) I I I I i I Z Q , Z i- 6 SAWCUT AND REMOVE MINIMUM 2 AND JOIN EXISTING PAVEMENT 432 'LF �— I —=- EMERGENCY OVERFLOW PATH I I I I I I Z Q Z _ 2% z— LOT LOT '�___��_��_�.�==- �__ _ _ I ( I I I I ? TOP OF BASIN m PER DETAIL ON SHEET 2 ` FL 1462.98 BASIN 1 Q O INSTALL STREET NAME SIGN PER RIV. CO. STD. 1221. 10 EA 1% MINIMUM __ _ _ = STREET / . . ,--- - (BASIN r ♦ . FL 1459 83 B 2 R W � LOT ,' � � — — ll— -1•I— _�_ — — 9O REMOVE A.C. PAVEMENT 864 SF LOT ELEv _. . : .. RIPRAP SEE PLAN FL=1463.15 BASIN 1 " I I I I I I d p 1O A.C. OVERLAY 864 SF FL-1461.05 BASIN 2 4X6 CURB OUTLET (TO BE ( v Q MAINTAINED BY RCTD WITHIN R/W BOTTOM=14Erfl.0 (BASIN 1 TYPICAL DETAIL AND BY Rf' - 6. MAINTENANCE CFD E3A��1 BOTTOM=1457.7 BASIN 2 t� 11 PAVEMENT MARKER REFLECTIVE 21 EA * BACK OF WALK (BW) ELEVATIONS SHOWN OUTSIDE OF R/W) "A" I I I I I I "A" J m Q CONSTRUCT REVERSE CURB OUTLET PER RIV. CO. STD. %444%,GFQ � 2 EA HEREON ARE THE LOWEST ELEVATIONS I I (•I I I Q DWG. 308, MODIFIED PER DETAIL ON SHEET 2y' yr EMERGENCE' OVERFLOW ALONG THE CUL-DE-SACS THUS ALLOWING C° W W CONSTRUCT STABILIZED D.G. PASEO TRAIL WITH CONCRETE HEADERS 1,465 LF O.S. LOT 105 FOR AN EMERGENCY OVERFLOW PATH TO CONCRETE OUTLET I ( I I 6" STREET CURB ? PER VALLEY WIDE STD. NO. LC-01 (W=10' NTS THE BASINS. STRUCTURE I I I Q (ON NORTH SIDE OF DOMENIGONI PARKWAY) SEE SHEET 9. SECTION THROUGH CURB OUTLET " " " " TYPICAL B 2' GUTTER B 14 CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403 4 EA N.T.S. FOR TEE INTERSECTION PROPOSED PROPOSED I �' 3' 3' l' I STREET TREES 100 EA 56' —il n I--- ROADWAY EXCAVATION 3,732 CY 10' 36' 10' 6 4 6 7 11 11 7 6 4 CURB OUTLET STRUCTURE ASPHALT EMULSION 5 TONS SIDE SIDE— N.T.S. STREET LIGHTS 1 WALK WALK BARS PER RIV. CO. STD. DWG 308 TOP OF CURB UTILITY TRENCH 3,944 LF ..:.._ 6" A.C. 6" TOP OF CURB/ BARS PER RIV. CO. STD. DWG 308 is F .. ...r ,_ e R FL C&G ° _ DRIVEWAY APPROACH 136 EA ./� 2% MAX PAVE C&G 2%AX 2�� M SIDEWALK _ GUTTER L a GUTTER / , - GUTTER - > JOINT UTILITIES JOINT UTILITIES TRENCH . ..; CONCRETE �:. .•. o,. +; REVERSE MODIFIED EITHER SIDE BASE COURSE COMPACTED SUBGRADE EITHER SIDE `t i 308 CURB OUTLET PER RN. CO. STD. DWG. REVERSE MODIFIED CURB OUTLET PER (MODIFIED) _- I TYPICAL S ECT O N - @ . RIV. CO. STD. DWG. 308 (MODIFIED) " LOCAL STREET ' OPENING 3' OPENINGSTORM DRAIN CONSTRUCTION NOTES AND QUANTITIES STD. No. 105 6" 6" 6" 1' TRANSITION TO OUTLET STR. OUTLET STR. 1' TRANSITION TO MODIFIED PER THIRD & FIFTH SUPERVISORIAL DISTRICT STANDARDS 3' OPENING 3' OPENING 7" CURB FACE 7" CURB FACE �j INSTALL 18" RCP (CLASS IV) 239 L.F. EAGLE PEAK COURT, WYATT EARP WAY, OUTLET STR. OUTLET STR. CURB OUTLET SECTION "B» — "B» INSTALL 24" RCP (CLASS IV) 388 L.F. BIG COUNTRY COURT, ROMAN WARREN WAY, INSTALL 30" RCP (D-1500) 911 L.F. TYRON SMITH COURT, GLASS MOUNTAIN COURT CURB OUTLET SECTION "A" — "A" N.T.S. T.L=5.5, R=6, A.C.=0.25', A.6=9: U4 INSTALL 36" RCP (D-1500) 67� LF. N.T.S. ( 2 � CONSTRUCT CURB INLET CATCH BASIN & LOCAL DEPRESSION PER 11 E.A. SOUTH OR WEST L NORTH OR EAST R W RIVERSIDE COUNTY STD. NO. 300 AND STD. NO. 311 CASE PER R/W / PLAN. INSTALL FOSSIL FILTER PER RIV. CO. STD. 300A EXISTING �� 4'* 6' �� CONSTRUCT TYPE G1 DRAINAGE INLET WITH CONCRETE APRON PER 2 E.A. CALTRAN STD. PLAN D73 (SIZE PER PLAN) SIDEWALK EXISTING EXISTING CURB O7 CONSTRUCT MANHOLE 11 PER RCFC & WCD STD DWG NO MH251 5 E.A. R/W 152 R/W g CONSTRUCT JUNCTION STRUCTURE 12 PER RCFC & WCD STD DWG NO 4 E.A. ' 4' MIN W u? z 4' MlN JOINT UTILITIES JS227 TR 31632 21' 110' 1' TRENCH WATER 4 � (EITHER SIDE) O TCS030S3TRUCT TRANSITION STRUCTURE 13 PER RCFC & WCD STD DWG NO 2 EA. ' 12' 14' 7' T 14' 12' 12' 10' 8 10 3 t 10 12 I A�41N CLR. SEWER RECYCLED WATER CONSTRUCT PIPE PROP. STORM MAIN MAIN 10 PLAN 089 & D90HAPER PLANE A WiNGWAtLS PER C�4LTRANS STD. EA PROP. PASEO PROP. I DRAIN (SIZE LANDSCAPING TRAIL LANDSCAPING „ A.C. EX. 8" EX. 8" " 11 CONSTRUCT RIP RAP PER PLAN — CY WALL PER EX. 8 * STORM DRAIN CENTERLINE IS SET AT 4' OFFSET FROM STREET SEPARATE 6 EX. 8 PAVEMENT CURB CURB CURB 1 2% 2% MAX �;• CENTERLINE THIS DIFFERS FROM THE STANDARD OF 6' IN ORDER TO 12 REMOVE EXISTING BULKHEAD — EA. PERMIT 2X MAX CURB 2 —— -— =— —————1 I — _—— MEET HEALTH DEPARTMENT REQUIREMENT OF 4 MINIMUM SEPARATION 1 EA == ------ ----- J —_— __`=___-_--__————— —______� 13 REMOVE EXISTING PIPE HEADWALL & WNGWALLS EX. CURBED BETWEEN THE WATER AND STORM DRAIN. 14 REMOVE EX►SITNG RIP RAP 60 CY 6" THK D.G. MEDIAN UNDERGROUND UTILITY LOCATIONS 15 CONSTRUCT CONCRETE COLLAR 1 EA. 12" W HEADER TYPICAL SECTION 16 REMOVE EXISTING TRASH RACK 1 EA 21' PARKWAY EX. IMPROVEMENTS BY RIVERSIDE COUNTY IMPROVEMENTS PER STREET IMPROVEMENT PLANS FOR NOT TO SCALE 17 CONSTRUCT HEADWALL AND WINGWALL PER DETAIL ON SHEET 18 EA UNDER TRACT 31632 NEWPORT ROAD, PROJECT NO. 933 BB _ 4 (DIMENSIONS PER PLAN) 18 CONSTRUCT CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 140 LF D O M E N I G O N I PARKWAY 1 g CONSTRUCT CONCRETE DROP INLET PER RCFC&WCD STD. DWG N0. C8 3 EA (FORMERLY NEWPORT ROAD) 110 MODIFIED PER DETAILS ON SHEET 19 Q RESIDENTIAL ARTERIAL (URBAN) HIGHWAY Z0 INSTALL FOSSIL FILTER IN EXISTING CATCH BASIN PER RN. CO. STD. 300A. 1 EA in STD. No. 91 ( MODIFIED PER THIRD SUPERVISORIAL DISTRICT L N 0 NOT TO SCALE �+f1� 1 � ��� �Clr �TCf �al�Clt,�+�' S�+t(I P�- t�'+� ��v Ny GFS N W 2' MIN. OVERLAY O hors► �' fTyRf17t1�"It. a 0.10' MIN. THICKNESS SAWCUT AND REMOVE f Z OR AS DIRECTED EX. AC PAVEMENT 1' MIN. NOTE: PRIOR TO 15UIL©IIlJGFINAL INSPECTIOU IDIL©ER SHALL EIJTEP► INTO AN ACGRE�MENT' TO PROMDE CASH IN LIEU OF CONSTRUCTION EXIST. AC PAVEMENT � y N F OF HALF MEDIAN LARV9CAPE IMPROVE MEt IT � Q ALONG FROSE CT FFi ONTA GE. —————— PROPOSED AC PAVEMENT c� cn 8 L - ------ ui W cn cs y � W w JOIN DETA L. C� NOT TO SCALE o W i I-•- w z ' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK p O WITHIN THE ROAD RIGHT-OF-WAY ONLY. z z O t'- NOTE: SEAL - ENGINEER BENCHMARK: SHEET N0. v A L B E R T A. ENGINEERING CONSULTANTS TRACT 31632 IP 15D413 PLANS SHALL NOT Ess 3788 McCRAY STREET SEE SHEET 1 WORK CONTAINED WITHIN THESE LA e� eqw WEBB COUNTY (�F RIVERSIDE 2 Pq �o COMMENCE UNTIL AN ENCROACHMENT PERMIT co RIVERSIDE CA. 92506PO 0 "O � � �� v '�+ PH. (951 ) 686-1070 SCHEDULE "A" U cn w DIAL TWO WORKING ,� AND/OR A GRADING PERMIT HAS BEEN ISSUED. � �� �°o � , "�I= BEFORE DAYS BEFORE A S S O C I A T E S FAX (951 ) 788-1256 STREET IMPROVEMENT PLAN p THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR s o z ' YOU DIG YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. N0• �"SW SECTIONS AND DETAILS OF -�9 SHEETS 0 0= ARISING AFTER COUNTY APPROVAL PREPARED BY: o O E 1-800-227-2600 IN THE EVENT OF DISCREPANCIES ARTS TOLL FRE. � SCALE: FOR: W.O. COUNTY Iry+� � R.C.E. NO. iI* _ ,. OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE Y DATE APPR. DATE w MARK B or cx+. v A PUBLIC SERVICE BY N A cL N A SR CONESTOGA LLC — FILE NO. 9ba Y RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS DATE. � H. / V: N/A 15 0023 - COUNTY �Q UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER - 50.00 V 1 L=45.51 _ _ C L=45.5 V - 1466.38 - U NCo ' U co _ _ L - -- -- ! Pl=1464.37Lo d- _ ---- - m«a- c�! mw ti ao ; N .- et d M Mr i tp cfl: ; CO 00; ss I , 0 0.501 4 I -- --' - - - - --- -- --- -- - - - o, o 10 _ A QF; 11Tc� o o ; o o r « . cv co O' cc> , z. ' W �- LICCURB + U; -PROPOSED TOP OF CUR Q z �, 18 LEFT : � ��-3 .32 �' S8.D0 L-41.0-2 o' I CII-L CN oq CR ci z : o , o d- N cr 00et - toO 'ttp ♦ d- �7 tL� ♦' +to cp M cCb M ef- ' N 1 p, R 1* til -- ♦ •-- "'. - .- - - o 1.0 Q: m 0 I J - _ - - - -- - PRaP-0 Q GRAD€ 00 ; RUNE01 : ' 14 3.73 L J , ro+2r.tt5 _ 1 j EXl TING GRQUNth A I CENTERLINE --- --- -- - L--4549 - Q� v) M - U Pl 1464.06 W m'' N 0 1, PR! TOP OF CURB C r. 0400 co o I Cii �. Lo C5 s Rot off, o ' I 0 0 0 IIIA I 1. N CC) oo' O N n; Lo tp _ ♦ 1 i - - _ -- L 3-1.32 T 5898- - --- : : ' �r� ����� 30 MPH ' PROFILE SCALES VERT. 1`-4' 10 11 12 13 ROMAN WARREN WA Y� SEE SHEET 7 w 28' ( 28 * Lo 36 37 38 39 40 CONSTRUCTION NOTES 5 � o. t T M O1 CONSTRUCT 0.25 A.C. OVER +.58-' A.B. CL. it m v , O1 Q2 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RN. CO. STD. NO. 200. 4 com I o N N 'n v Q3 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W-6') 17+42.12 BC �, © co � Vv cfl C1 3 ^ � ® CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. 209 z 10+42.31 B R RAW ± 1* C ) 1464.51 TC 18,0�"�N O CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403, CASE A. N41 12+59.81 41 QS CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. 1221 10+00.00 BIG COUNTRY COURT= 1 5 8 11 ° N 2 12_ 259 81' RP , 17+62.42 ROMAN WARREN WAY 4 +C5 3 00 ao 1 I N24'59 26 C -' CL 16 D/W 1463.87 FL `V 1463.73 FL - - - - N840 45 2 3 ,r_ co 10+50.23 ECR m 1463.58 FL 11 1 - 5 1464.39 TC R/W N N C4 a, 15 �� CURVE DATA • 9 o� 0 + � W M 14 ,gyp 4 CURVE # LENGTH RADIUS DELTA TANGENT ZO • N w C 1 39.27' 25.00' 90'00'00" 25.00' �o 00 4 6 45 4 4 43 C2 31.32' 110.00' 16.18'41" 15.76' , \ C3 N 141.02 38.00 212 37 22 129.85 0 C4 31.32' 110.00' 16'18'4 1" 15.76' 0 C5 45.49' 25.00' 104'15'23" 32.15' F 00,CNt < Z tJi U BIG COUNT COURT �- W JI4. J w aLi W 0 w 1" 40' r 20 0 0 8 20 Cir NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK o f� O WITHIN THE ROAD RIGHT-OF-WAY ONLY. cn t) z y o NOTE: SEAL - ENGINEER BENCHMARK: TRACT 31 fi32 IP 15©{313 SHEET NO. �- 6 A L B E R T A. ENGINEERING CONSULTANTS z WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788 McCRAY STREET Q ��f SI SEE SHEET 1 i OR COMMENCE UNTIL AN ENCROACHMENT PERMIT rWEBB RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE 3 0 <W DIAL TWO WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. ,� `'� M. c°Q� - PH. 951 686-1070 " " `�� BEFORE DAYS BEFORE � n � '°o ' C � SCHEDULE A . FAX 951 788-1256 ' n U THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASS 0 C I A T E S ( ) STREET IMPROVEMENT PLAIT DIG YOU DIG No. C71 SU 19 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. OF SHEETS a1-800-227-2600IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED BY: BIG COUNTRY COURT a � TOLL FREE �r �iv�� ,� R.C.E. NO.:�� � N OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE APPR. DATE •+ SCALE. cv A PUBLIC SERVICE BY MARK BY DATE or CAI FOR« W.O. COUNTY CD - � RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS - = DATE: « H: 1 -40 y; 1 4 SR CONESTOGA LLC - FILE NO. Q.¢ UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY 15 0023 t=_39-89' 1%90- PI;=t4_ 65,25 -PR -QF�-C UR0 cX 8'TL EPIFT Cl to Lo 50'.00! VC :F5- t L-9-f 0) -PI=11463.64 CN co �o Lo L=52.98' T=50.0-O' vi� Ag ty - --*­ - i- co 00 Lro, c) Lo V) tq_ ____ - - ­ I ­ ­ ­ ­__ C) L0 -0.90 Pi .I ­­- +- -- +,- _+ -f,>- _7 At V� C) - _w co my rtt- "ly :9 --i-p Rd- c> Lo Lo co UCI 1�_ Cc Q ill 5 + a W) CD rl< C! 0, cc, co co C�j 144- �8 -0.61TV 14- 10 L to In Nue n e, I A4 9Z I �T A ---d- a cli A 99% n , �q, C,4 I T rl 1 NE - 1 11 -- i� -* _T W L_ I Im ...................'..,.................................. cr_ 0. 0 to- Lo .0/;or Q.,5 QZ L=�39.�7` c� WOW PI=1464.68 1 ------- RCPOS-ED­ TOP -OF CURB oc + -------------- 18' LEFT) ml C) u) +62.1 Lo to C.D L_-807" Cf OWN a UVUL"K Z�lutffALA V N uj 461 a- CN L---84467' T F -146J,74 C .4 Ft LRI C114 CN Lo 0, + EXISTING GRO JNI, CROWN -Au to t C4 P6 po 04 C-4 co Lo cc r�l CL C)1* 0� "d- c*4 ro, AT CENTERLI NE uo cN CD CS4 cr_ _c%f 144- 1* CN CV go + +1 C14 A 12 r, r%1 702 A QlZ n, I .%)6 C*4 I -T o6 0.50% STI NG GROUND j-,,E AT T RLINE PROPOSED GRADE -_vC 50.00'L Lo PROPOSED GRWWAD AT CROWN 14,61 L=�39.127 ------ - ------91 50LOC 'VC P1=1466-1 .6a Lip AT CENTERLINE Pl='1464.19 CL, Pl-=04WO5 u Z 466 J_ -j-- 00 P, C4 0 J r%ko� WY N L ol cn co �m 00 1 i3O C14i nl Lo j Ao 1=66.73' 00" VC-_ _1 SAO- 44=F wF20 A ig Lo co +cc L6 V1 1.0 cc a co to 0 IL Lo -it 06 CD Lo Pl-146 1.85 IS-, <�JL U-) ---------------------- o U-) co ul 8- - co uool� CN n 65 6 wi C) C� C) U-) C,4 IC) An C> Cl co ci C-4 +1 I A r,I* c) _A T I Q, DT D 11 ce .90% 1* PROPOSEVTOP DF_LUR6___ 4 ------ -PROPOSED- TOP-OF Cl JR13 __(18 RIG (18' RIGHT� + + "j- - 7-.681 CL C 1 7 W= - _V=�3.99 7", 'PROFILE SCALES MPLFI fG-N 1461.94 TC,, 1-45-7.9"r -E-S -E 3-0-- MPH -EED 31D D IGN SPE D ES S HORIZ. 1*�-40' VERT. 1'%=4 10 11 12 13 14 15 10 11 12 13 PROP. LINE "F". 24" RCP SEE SHEET 14 PROP. LINE "J" 30 RCP 36+08.07 ECR SEE SHEET 14' /Ul 464.84) TC MAINTAINED BY RIYERSIBE SEE SHEET 7 PER MS 4299, IP 150016 10+46.99 BCR eebipo* MAINTENANCE CFD. ROMAN WAAREN WA Y WQ BASIN # 1 WES TERN HIL L S DR WQ BASIN #2 13C (1464.48) JOIN IMP. PER 20 101 os 90 91 92 102 CIS oc 'e MS 4299 IP 150 16 U-5 OWNED & MAINTAINED BY PROP. LINE Y 36" RCP BC @8WPA* MAINTENANCE CFD. 11+24.47 ECR 19 1464.13 TC PER "R 31632 SD PLANS 14 uj 1466.15 IC uel, _j BOTTOM ELEV.=1460.0 00 89 1464.34 . IP 150013 EC 1,�, 0 00 10+64.32 1463. 13+35.90 BC -cl� ;;- 0 .08 EIC EC I to 00 11+15 Tc Tc 1462.6j__TC,� n cc BC RIW 1462.87 x, 10+43.53 BCR 1462-98 x - 10 IV, 0 V: 465.62 TC 1464.97 TC 1464.53 TC CROWN o Lo Mc FL 0, g 2g "=/ I V=J.Ud L Cl R/W 001 1463.74 C PROP. LINE "1" 24" RCP 00 CIA 2 2 1463.15 FL PER TR 31632 SD PLANS - '100 V_ cl 00 I'l+40-34 '227E 2 IP' 150013 104 308 4 3' NOT 00 oc 2 CRO EC C's V-DITCH 1 0 02 0 2z 2z f T O.S. C�) 13 qa N 15*2 1'23"W $4 LF OF CURB 0 co 16., 04 to C N8 *I 9'38"W 0-i !i� OUTLET STRUCTURE 1 (6 Cl 10+00.00 GLASS MOUNTAIN COURT= 1463.85 P, 'c_% I I 1464.39 RIW 13+67.34 8C 14+48.77 RP .00 1 00 S-0.0100 36+51.06 WESTERN HILLS DR. Tc P-1 J­ Tc 1462.70 FS 62.29 TC V_ 11+46.52 BC EMERGENCY OVERFLOW PATH (ON TOP OF SIDEWALK) 14+4 11 T ECR 8.77 C cc_ 5 7�' SEE *TYPICAL SECTION THROUGH CURB OUTLET" DETAIL 10+48.01 1462.31 TC PROP. LINE "A" 30" RCP__-% 10+43.5 ECR -R/W 1464.73 FS N74*383 x (1464.55) TC 93 PER TR 31632 `S6 PLANS 1465.73 TC 12+27.95 RP 20.00' ON SHEET 2 JOIN IMP. PER 99 98 97 96 95 94 IP 150013 1464.16 FS vi 1 58 381 1 MS 4299 IP 1500 6 12 25 0 1 1� �l 2+12.60 EICR 12+27. 5 EC < 100 1466.37 1464.1 TC 36+94.07 8CR 28 28 Tc 23 22 21 6� ft cn 24 WES rERN HIL L S DR (1465.09) TC < PER US 4299, IP 150016 ROMAN WARREN WA Y 0 SEE SHEET 7 (n CURVE DATA 00 N EAGLE PEAK COURT z CURVE # LENGTH RADIUS DELTA TANGENT CONSTRUCTION NOTES < N =) 1� J. 'o, 11 td GLASS MOUN I COURT C6 76.02' 500.00' 8*42*42v 38.09' CONSTRUCT�0.25' A.C. OVER 4:%, ' A.B. CL. 11 in cn a CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200. CURVE DATA w C7 84.67' 175.79' 27*35'48" 43.17' < CONSTRUCT 4* THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') CURVE LENGTH RADIUS DELTA TANGENT cn C8 39.27' 25.00' 89*5933" 25.00' NOTE: CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE SM. 209 (n C9 39.27' 25.00' 90*00'27" 25.00' C14 84.67' 175.79" 2735'48" 43.17' 1 0- w < STORM DRAIN CENTERLINE IS SET AT 4' OFFSET FROM STREET WATER QUALITY BASINS MAINTAINED BY CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403 z CENTERLINE. THIS DIFFERS FROM THE STANDARD OF 6' IN ORDER TO Rp(s_R&_l_96-QQ6W;W-,MAINTENANCE CFD. clo 73.29' 482-00' 8*4242" 36.71' C15 39.89, 25.00' 9 172449" 25.62' z MEET HEALTH DEPARTMENT REQUIREMENT OF 4' MINIMUM SEPARATION CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. 1221. w BETWEEN THE WATER AND STORM DRAIN. LANDSCAPING MAINTAINED BY VALLEY cil 78.76' 518.00' 8*4242" 39.46' C16 52.98' 110.00' 2 7*3548 0 2 7.02' of \WIDE RECREATION AND PARK DISTRICT @ CONSTRUCT REVERSE CURB OUTLET PER RIV. CO. STD. 4 w C12 137.68' 38.00' 207*35'48" 154.73' DWG. 308, MODIFIED PER DETAIL ON SHEET 2 C17 137.68' 38.00' 207*3548" 154.73 z 40 80 120 0 < cn (n cia bi NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK C13 52.98' 110.00' 2 7*3548 2 7.02' 39.89' 25.00' 91'2449" 25.62s WITHIN THE ROAD RIGHT-OF-WAY ONLY. cn (D 0 0 NOTE: SEAL ENGINEER BENCHMARK: SHEET NO. A L B E R T A. ENGINEERING CONSULTANTS TRACT 31632 IP # 150013 ry z WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788 McCRAY STREET SEE SHEET 1 0 VV\AA/V~ 1-1 _Ui COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT M. RIVERSIDE CA. 92506 cn DIAL TWO WORKING < BEFORE DAYS BEFORE AND/OR A GRADING PERMIT HAS BEEN ISSUED. WEBB PH. (951 ) 686-1070 SCHEDULE "A" no THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR A S S 0 CI A T E S FAX (951 ) 788-1256 STREET IMPROVEMENT PLAN YOU DIG YOU DIG NO. C713ft 19 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. SHEETS EAGLE PEAK COURT & GLASS MOUNTAIN COURT OF TOLL FR 1-800-227-2600 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED BY: 0 Ix OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE oz, c I v I R.C.E. NO.: SCALE: N A PUBLIC SERVICE BY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK , BY DATE APPR. DATE FOR: W.O. COUNTY L C) ul + - (-:)Lc_t -RCIP0 56Yo OPOSED G DE PRM ANCE C N S n 5p REVISIONS 1"=40 V: 1"=49 << UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE: H. SR CONESTOGA, LLC 15-0023 FILE NO. i p@@ 3. @ : : - 14 SMITH CT- PRI TYRO O`_n_ L_E_ _ vLo mCID �+ d- 00o ►� tet- o � r r .� v O Oo oo _ D TOP OF -CURB . : :PROP Sf O o 0 0 � ; O N ' ♦ O tD ; ♦ G 0 cs 04 o .5090 : m : � d- rn ao �r i = L=50.55 T- _ 50.00 -- -- L �8 5 - - _ - 100.0 VC : - - ---- - -- - - - 13+3 ,9 TYR N ITH OURT= - 9 0, PVt 3 463.g7 v m 1-3 25+8 ,45 ROMAN WARREN WAY ,cs = ao U o Z 4$.ITi7 w � � 11462.66 � - <- • r �- o � -----ON :CROWN r'. 00 O N ca ei- ^ co 1� or • O O o0 tC► m - - - _ - OEI SET CQ cp • :- � CO Off ! O N ' N N + cQ � Op O tii' ♦ ♦ `d' Ep : r try e# �F' O 5� r r 0. r ♦ 01 el w J -- - ,,,� _,_. O 0.5(i� _-- -� o i o` o d- R P D GRADE -o ti _ , 0 OSE T o L 82.31 ON :CROWN �- •� c� n AT C1=-1VTE-RUNE` r- _ o - - STING GROUND CENTERLINE C N Cfl . O CN O M O t� w r {.L. o + c� r cV � V Vcvc N �n w : �- r N w + m LUN' ER SI DRAIN ao + - --- D DEVWALK N - r co � m - r 14. 1.64 �' 6 C � to : •�- _ - , 14 1.05 FL �- PROPOS TOP OF CUB _- - _- - ED 0 - -- - _ -0.5 - 18 RIGHT -00 �n I : o : II Met- •; : o : : > PROFILE SCALES OI f} € PH PC=1461.57 - - -- HORIZ. 1 -40 5( 00 • I 48.79 . L 38.89 VERT. i 4 10 11 12 13 14 15 16 OWNED & MAINTAINED BY .E NOTE: -86F1 MAINTENANCE CFD. i A/^ ^ c'^' 2 WATER QUALITY BASINS MAINTAINED BY V V Q BASIN V MAINTENANCE CFD. 102 OS LANDSCAPING MAINTAINED BY VALLEY BOTTOM ELEV.=1457.7 WIDE RECREATION AND PARK DISTRICT 77 78 79 80 81 82 83 84 85 86 1459.83 FL CONSTRUCTION NOTES ar 13+35.67 EC 13+38.99 TYRON SMITH COURT= 1� CONSTRUCT o.25 A.C. OVER- .SIT• A.B. CL. U 1462.70 TC 25+$8.45 ROMA WARREN WAY 1464.33 14+98.12 EC Q CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200. EC oo N 1'37'33"E 3.31' 13+62.24 14 1461.89 TC O CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') 0 13+35.6714+16.68 BC N28'2227"W CURVE DATA Sp co m 11+90.60 PR E 8* 00' ® CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. 209 � h 1463.83 TC R/W - - - - - - - - 12 " 8r ¢? - - - ` �� p �SO 50 CONSTRUCT 4 THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403 CURVE LENGTH RADIUS DELTA TANGENT l.- " C20 10+00.00 ap i 3 i 4d S S ST �F C 8O CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. 1221. C19 82.31 171.23 27'32 31 41.97 I BC RP CROWN 3 12 - p°j Z159.13' 61'3733"E ry FF �o �'Uc v � 12 CONSTRUCT REVERSE CURB OUTLET PER RN. CO. STD. DWG. 308 C20 138.54' 38.00' 208'5323" 147.52' 1 - oo C21 O F MODIFIED PER DETAILS ON SHEET 2 1 , 2 c 92 SHF �2 2 CROWN r ? 14 CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403 C2'1 335.67' 2454.00' 7'50'14" 168,10' 10+00.00 BC - - FOR TEE INTERSECTION 1462.19 IAJ C22 227.73' 2472.00' 5'16'42" 113.95' - C2 5 _ SO, EC N36'12 41"W - � 5 Q ' " � - 3 12+92. 0 EC BCR It o 1461.63 TC EMERGENCY OVERFLOW PATH' ON TOP OF SIDEWALK C23 290.25 2436.00 6 49 37 145.30 20.00 10+7 .71 /W 4 13+85.25 B l3 { " 10+00.00 RC PR 1462.9 TC '� 8 1462.45 T / 1461.05 FL 91 AND THROUGH LOT 102 OS) C24 41.29 25.00 94 37 54 27.11 _ SEE "TYPICAL SECTION THROUGH CURB OUTLET" DETAIL `� � • 0 z � 14+9$.12 RP 1464.38 C 25+42.26 ECR 13+79.35 CR N © C25 37.69' 25.00' 86'2244" 23.47' ON SHEET 2 � 1462.92 TC T 25+48.08 BCR '48 C 1461.94 1461.85 GB H C26 52.98' 110.00' 27'3548" 27.02' 1462.$1 TC BC o 1co Z C27 84.67' 175.79 27'35 48 43.17 �.. �,..�_ 28 ,., N s 7 �75 74 73 72 7 � •Q C28 137.68'- 38.00' 207'35'48"' 154.73' 87 88 90 :. R= 00.00 L=41.55 - U C29 50.55' '['110.00' 26-19'51" 25.73' � U) w ROWN WARREN WA Y W SEE SHEET 8 Tr, W Z TYRON SMITH COURT o M r W 1" 140' PEI PEI PEI x : z 20 0 4 ,. I3 20 cn NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK o Q O WITHIN THE ROAD RIGHT-OF-WAY ONLY. cn ©, w z NOTE: SEAL - ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: TRACT 31632 IP 15©013 SHEET No. Of z ' ' WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788 McCRAY STREET SEE SHEET �`"� �°w+cWEBB RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE5 cn COMMENCE UNTIL AN ENCROACHMENT PERMIT �° �� M. t� e DIAL 0 WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. a �' °a % ,� PH. (951 ) 686-1070 SCHEDULE A o F= BEFORE DAYS BEFORE a ASS 0 C I A T E S FAX (951 ) 788-1256 YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR STREET IMPROVEMENT PLAN p, Y©U DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. N0' � OF 19 SHEETS '2 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED BY: TYRON SMITH COURT 0 TOLL FRSE 1-800-227-2600 OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE � wi� `� " R.C.E. NO.. �� SCALE: �. A PUBLIC SERVICE BY ' MARK BY DATE APPR. DATE or FOR: W.O. COUNTY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS c�. 1 -40 1 =4 SR ON ST GA LLC " SERVICE ALERT COUNTY 15-0023 FILE NO. .�Q UNDERGR©UND SE REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COU DATE: �_ H: V. C E 0 ............ PI=1467.40 9.96' ---- -- C) L 41.22 ____5O a; 5 .00" c "L=37.60' L=44-22 _u_ ,1--464.74 PI 1464.76- fIIIII to Q U-1 U**) 8 7 U) uj c) U-) C4 C) ul- -- W cr_ tr) - - - 'N* I __ ­ I (Jr 1-0 Lo '­� c1l, to cc Lo r, Qr) ED ...... toI- Q C! 1p to U9 , -t6- - -- - cm . 4 Lo co C) -to + + to + Lo c� Lo co + CN 14- V- ------ -------- -to-_rl_ 00- mim -U. -+ + lot cv C) .4m :x m co V4_ + to 7o -4* 14- '004 CN + oi76 C) 4 4 050% (.0 to + ro�5 V) u') � �l a5at -1-56 0.50% + -'4-- 0 0571, 687 co 44 1 Q.IZZ T 4 AZ A/6 I A14 A/ , I��l r-- j 0. co 14 4/. __'��PROPOSED TOP OF CURB vc=100 00, -0.50% cq IT) PVI=1467.38 (18' LE 0.50% C�l --24 9f T=50.00' L=11 40.70 to_ui cn PROPOSED GI DE 100.(0' VC CL - ------------ M 2 ss -1 6636 00" pl- L-38. - ----- cn 0- -0 _r-- ACV Q co C� Lo co C) co v-: 4- co Q�42 C> co . r, 0 (6 C6 (6 V) c + + + C.D CN Lo -------- Ca -04-9 ck- 04 64 4: + 471- + + + + to q) CII CnN co cc c) Lo Lo CN cn (3; L0 -CN-C> + C) rn m 0; Lo Lo + % ............ _0j47o---- to _�g + + C6 n +: + !+ 0�&Q-I-- _18i 0) -2-007. 4 4a It. pf 0-94% __3 r f%I �% I Ag c* 7 co re) -EXI STING GROUND ---------- -cu t1j, co -----------(-"- -------- ------------ + -(q 7- P0=1 467.40 vc=!0.00 14+14.,2 AT CENTERLINE r + lr�0 _PVt 1 65.45 lo- (L464,3, PL CI Lo co to rn 2 L=41. Q N. & !� (6 c�6 U-) CD L Cl- C>- (.0 1?1=1464�94 j- CN iz*ox CN Ld to C) It- - - CN cnr PROPOSEDJOP -OF- CURB c�-.0- 882 + 04 U_j Q Q 0 000 c� c) 18' RIGHT� 0 10 LO W), 16- Lo 0 cn C Lo CN U-j 240 + .7% 0.50% + + cn c m q-� 000 Dir NT� 40.57p I A iRl; 1 %] 77= T=50. L3 1 A f. IZ� Tl I -T W*w -0.80 o:: v.- C-) v- CDC) + C ) 0.5 07, cq Z_ CN410 P Ad1111 104 -- ---- +i co t4 ui 140 cl: Lo-AQ-- + co Lc,)- Lcoo -12 CN + n, .11I + Z5 PI=1466.32" L=37.61 Pi=146T921 I ROFILE SCALES 310 M PH HORIZ. 1`40' DESIG SPEED VERT l -4' 10 11 12 13 14 15 16 17 18 CONSTRUCTION NOTES cod CONSTRUCT 0.25' A.C. OVER -e:II*' A.B. CL. 11 Q CONSTRUCT TYPE *A-6* CURB & GUTTER PER RIV. CO. STD. NO. 200. ROMAN WARREN WA Y 13+89.32 WYATT EARP WAY= WES TERN HIL L S DRI VE CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') SEE SHEET 7 PER MS 4299 IP 150016 27+09.99 ECR 27+56.71 TERN HILLS DR. CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. 209 14+32.55 ECR 30 c;I td 1 1 64 CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403 1466.81 TC i 27+16.81 BCR 9 2 27 28 29 (1464.66) TC 14+ 8-01 Bc 63 CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. 1221. 26 0 /(1464.92) TC/ 13+43.76 ECR C'4 62 JOIN IMP 5 10+43.68 BIl% (14154.99) TC t294 I E C) R Lo MS 1 150016 61 8 TC_ R/W JOIN I WP. PER /,. / I 1466.74 1465.10 C M S 4 9 IP 150016 00 co P= 60 8 11 co R/W (7)1 00 C4 1.1 2 12 13 1 1 1 14 1 1 1 N25*24'56nW 15 00 -co CURVE DATA 4 1 T-Z N 14+68.85 2 389.43' N�5-2456'W to 75-3b' 14+6 BC S 59 EC 16 oo N _j 1 12- 1 L CURVE LENGTH RADIUS DELTA TANGENT Lo C 8 C30 39.96' 25.00' 91*35"22" 25.70' 10+42.68 ECR 00 1465.2 f- 58 TRACT BOUNDARY Pri 13+43.,4 BCR 8 co I Bc 10" EARTHEN DITCH cil 39.08' 25.00' 89*34'30 24.82' 1466.49 TC (1465.- 0) TC CN I 5 14+37.99 ECR C3 U.uo C36 276.86' 555.00' 28*34'53'* 141.37' Lu 7 JOIN IM P. PER /'�­l a. ckl_ I TOP OF CHANNEL w MS 4299 IP 150016 1 (1465.07) TC R W I,> cr. ce. P�l JOIN IMP. PER SLOPE C37 236.87' 573.00' 23*41"08" 120.15' li5 9 3 L Z 5 34 33 32 27+96.62 ECR 1 37 2E 1 ?8' 1 1 U 31 MS 4299 IP 1500 6 z 2 15+19.43 BCR �j 66 C38 204-34' 537.00' 21*48"08" 10J.42' < J (1465.04) 1 L; 65 fa cn 1466.13 TC 6 a 1 28,03.40 BCR 67 (Z C39 24-92' 110-00' 12*5846" 12.51' 0= C�o �­ IN Cl 8 's) 6 (1465.07) TC C� IL-0, WES TERN HIL L IS DRI VE Q C40 40.57' 110.00' 21*07'57" 20.52' - ROMAN WARREN AA Y &* 8 �6 C41 + r�, SEE SHEET 7 PER MS 4299 IP 150016 C41 140.76' 38.00' 212olJ'43" 131.53' + 68 00 ?t F= q z 57 69 37- 8 co 20' ACCESS ROA C� ui cn w is C2 w Lu W; YATT EARP WAY 70 (n cn 0. z 0 w z 40, z < 0 20 0 40 80 120 V) NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. 0 D u- V) 0 z 0 NOTE: SEAL ENGINEER BENCHMARK: SHEET NO. 0 A L B E R T A. ENGINEERING CONSULTANTS TRACT 31632 IP # 150013 < z 0 of WORK CONTAINED WITHIN THESE PLANS SHALL NOT 0 C4 offtul 3788 McCRAY STREET SEE SHEET 1 1_� COMMENCE UNTIL AN ENCROACHMENT PERMIT M. RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE (n W DIAL TWO WORKING n 0 6 1� a AND/OR A GRADING PERMIT HAS BEEN ISSUED. WEBB PH. (951 ) 686-1070 0 4C F2 BEFORE DAYS BEFORE SCHEDULE "A" YOU DIG YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR z A S S 0 C I A T E S FAX (951 ) 788-1256 STREET IMPROVEMENT PLAN I ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. X I No. Ulm OF 19 SHEETS 00- TOLL FREE 1-800-2 IN THE EVENT OF DISCREPANCIES ARISING 47ER COUNTY APPROVAL WYATT EARP WAY w 27-2600 civi%.. PREPARED BY: 1 0 w �O�0 A PUBLIC SERVICE BY OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR. DATE R.C.E. NO.:'7/SIZ- SCALE: CL z RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS or C AM. FOR: W.O. COUNTY _1 74 C=, ul 5 6� � c C6 T=50. 464.64 1C 6 3 4 4 38.01 B + t .93) T 64 UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER INTY DATE: S7.4211.9 H: 1"=40' V: 1"=4' -C 0_6 Z&::::= SR CONESTOGA, LLC 15-0023 FILE NO. lovv - - - _ 100.00' VC - - - - - - -- --_- _ - _-T-_ 0..00 ,- L 56.6 pi-i467.38 v c3 ,- > N N > QO' m d N O 1 U U : m N - QD d _ wo, cv Cl co v CL m cfl n ccs o co r o I cm r�3 moi- © � ea cfl E� m, , N Co �t O -} d- N -1 c� � + o �c, � � POR. OF 100.00' VC tOo !- r-- T- O •-- 1i- co hL et- p p 4 0o cp n - -- -- _PI= - 00 -- - - ---!- - - - 1 et O �-- 9C F�- � - v o; �,. �, + m �.. o ,� v � � PI-1.:463.5 m o + et- �t h o w .- cQ a� c� N .- - - - - - --- - -_ _ O m ► + et , t cel eh + d' o et- 1.0 �, �+- 8q .� 0.50 � � � � r. d- w-, ,- o ca ao - -_ - -tet- - - - - - _ - - -- - 1.0 d- - m o er et- 0.789' _ � . m _ r'7 f71 sk cc1 ca ep �t M N n CO 00 et -38.00 L-89.08 !OC - - - .- 0.50%- m :CROWN CROWN , 100.00 UC - _ PR POSE-D- TOP OF CURB- _ --- - - 1 100.00 VC 8+ 9.98 CL CB 13 1 ;32 CL CB 3 PI-1467.36 8+52, - mm � - 1 -- _ - - - _ - Pt 1465.70 > W ? V 3�i - a- c� o m p a� PROPOS D GRADE W 7;V + . O c� m ^ 19+14.02 CL CB 13 v > N O -= -- -- --. - - 146.:.:68 TC r4fr�. 8 rC _ _ Ar rELrIE o et o 0 0 ► W-7 V-4:56 '! - n p m v cn o 0a ao ►'� O o co d o N - - - _ 32 aNV, _ _ � _ o �-_. o +� 1459.40 INV. in 14fr3 81 TC 159.25 INV. cc3 o u� r n z-- kp 00 11. O .- C; d N cfl, 0 et O ._ cq 0Q cfl (D � d 00 d - -- O -- 8- 00 - - - - - - - - - - t - _ -�- - -p co - 100 UC d hl cfl + pp c� + O co C1 p� `- cp B �, _ O N d er p o Clo PI 146 .50 ; 07 + e1- + - + UDr - �+ - - + et- �. •9lJ o et -N o > , : �' .�- + .- •- -�- t pet- t "i va "? LO C)-_ - - - -- - -- - - - ciafib .- �% �-. ei- N IM cp 1. + - d- et _ �#- e1- Cn .50% r. et+ h c� co 89� - 49q v . � , - _ ! N ' - EXISTING GROUND w d- 1+68.5 ROMAN WARREN WAY _- Q 2R- oo Wit- w m - .- - -- - ._-- - as 0.50% 146fi.01 CC i Oo -- -- - 100.00 VC -- + L w --- - - -_ - _ 1 _ 530 PI 1467.84 ttt et � et• 14+78.75 ROI�AI�C�a�RREN �A 17+62. 2 I�OI�AN, VY RREN WAY- . �. - � : � 19+14.02 CL CB #13 L 4. 6 L 51.79 � 0. 0 VC _ _ - - --- _ ----Q --- P1 146fi.78 � W=7*, _ : s � � WAY. � _ , i - rn v fi0+-40.60 WYAfi�AARP- rte+68�Q� -BIG' Cil COURT � > o o V456 cc r� �+ K, PI 1467.62 0 > m - - 66,45. -- v �- � 1464:2a , Clo a, 1463.$1 TO t45�.25 tNV. - t3 P. U ! rn - � > 00 rn r7 u7 p et ao , gat M O Gp Cfl Cfl oc3 O �n . o o o + o co o m i- n et- - -- _ -_ - - cfl o o0 0 + c� cfl r. - � et � o POR. OF 100.00 VC C.� _ _ - d- _- - N t� �-- tf1 O f8 EP_ + ct5 .-- r-- cp U p - d-AIDa- o N Vit- + PI 146 .52 ti - M co ei- p Fc) O N m r'�; n d' -. - - - + r- tf7 ei-- �9 9 + Q 52� .�. o 0.54% -1-297. tet- + .-- r- .- r. cam_ co t- Wit -- O + et- -0. I� `- X70 - z 78%' er � - - - - - T. U N [fl Met* b -- z + U _- F-- +� z zR POSED TOP OF CURB - : w COo � 0 _ _ °Q 0.507- c6 - -_ - -- � . me , �- CID - - -_ + � 18+53.x2 CL B 4 : o ►� et 'et , , ao Oo w I _ d -- - - - - - - - -_ , , - m +00 1463.;68 TC 1. 58.92 INV. ---- : - - --- -- _ + -_ 1.11.74..,: � �- o - c� MODIFIED CURB AND GUTTER PER " - STU.., C -STD. C&� ' DETAIL tiEREt71� dcG119+13.43 : I � CL CB 14 u I t�Pl=7 V=50T - -. - -- -- - - 1-463.62 TC 145 -7 INV. 8 PROFILE SCALES DESIGN SPEED 30MPm HORIZ. 1 =40 VERT. 1 =4 10 11 12 13 14 15 16 17 18 19 E� �NCY OW DOTE= CURVE DATA CURVE DATA CURVE DATA REDUNDANT CATCH BASINS AND LATERALS ARE PROVIDED CURVE LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT WHERE NO OTHER EMERGENCY ESCAPE ROUTE IS AVAILABLE. THIS IS AN ALTERNATIVE WAY TO ADDRESS EMERGENCY C42 136.45' 38.00' 205'44'11" 166.34' C47 39.89' 25.00' 91'2449" 25.62' C52 453.07' 300.00' 86'31'45" 282.36' OVERFLOW ESCAPE ROUTE. C43 89.08' 182.04' 28'02'19" 45.45' C48 39.89' 25.00' 91'2449" 25.62' C53 355.72' 282.00' 72'1623" 205.91' 00 -00 m cfl C44 56.67' 110.00' 29'30'59" 28.98' C49 39.96' 25.00' 91'35'22" 25.70' C54 480.25' 318.00' 86'31'45" 299.30' UNTRY COURT z o > " , , " , BIG C� SHEET 3 N > T , _ ��j` * STORM DRAIN CENTERLINE IS SET AT 4' OFFSET FROM Vv C" C45 468.85 1786.00 15'02 27 235.78 C50 39.27 25.00 90'00 00 25.00 C55 39.08 25.00 89 34 30 24.82 SEE `') + �y STREET CENTERLINE. THIS DIFFERS FROM THE STANDARD OF 6' " , " , , , " 2g' 28 00 II °� p0 cS'���/ C46 473.57 11804.00' 15'02 27 238.15 C51 45.49 25.00 104'15 23 32.15 C56 217.73 1768.00 7'03 22 109.00 w ��tK � IN ORDER TO MEET HEALTH DEPARTMENT REQUIREMENT OF 4' � Ev- v v 46 '� � MINIMUM SEPARATION BETWEEN THE WATER AND STORM DRAIN. C57 6.58' 1768.00' 1'1247" 3.29' m 5 N �, m �--- / �' 6 �" 3 TRACT BOUNDARY EARA WAY '� N LO e`- ' o " ATT HEFT 6 ► � � o � `�� ' / HEADWALL PER MS 4298 SEES + `r `� `- + `+- i 0� f EAGLEPEAKCOURT 28 w o " C51 °" ! / 1 7 IP 150015 T BE REMOVED PER 28' / TR 31632, I 150013 SEE SHEET 4 5 v v 3 6 ! �) 8 } rn 5 SD EASEMENT OVER LOT 108 u 19 28 28 U m N m ,_. m �' to �► C52 I / !y/ // / TO RCTD PERT 31632 w w cA cr m d- ^ 5 w PROP. LINE "C'; // v , 0 RCP 24 I 5 � � oo °'° �, N �- 35 rn ec; C50 - C53 � � I ! !l� " f/ FINAL MAP r� v v � �' + � + d- C54 � ^ 18 m �,� m I 3 m w c� er U' rn o t�r 'n R/W - 4 1 S ���o S SHEET 13 GUTTER n SNI "' ( ") ,� � ~ o � - 1 �� � 2 -� 1463.87 C� cq � N 4 -7 n co n � C 2 6 N - ,�, 5 _ -�'� gg.98 FL i L� 9 A.C. VARIES 111 \ l/ / vl w + � + � + to to + Ln m � 25 + � 8 � v - N65'00'34E 1 17 212 � � j� ' G ���� 1 0 2 8!JT_ z /f Lof) / j 1467.87 et ^ et et o r O p et- 3 17+4 � z MOC SC . �; ? 5 e 2 16 ,34"E 265.37 BC 8 � + � �- _ 1465.83 �-- 3 N65 00 9 ! f/ Q LLIl/f/ CN 10+00.00 39,33IL=6.5 N CN 14- R/W - - _ 465.97 4 5 FL 2 14 4.39 ��'� ! !/ // / Bc-RP N 1 _ - MODIFIED CURB & GUTTER DETAIL C43 C44 5 5 00 1414 F6 11 TC o. N cn ---I 14+68.85 � - -'_ R/W 17+37.08 N.T.S. /! / 7 7 C57 C47 C48 12 C45 13 - C56 Y EC p,RREN WAY 1 N WAY' 2 l - - _ - _I ° - 14+76.75 ROS N RP SAY ROMAN WARR OUR1 NOTE: / ' j o� ss C46 �s s _ 1466.53 +Op.QO WY � � 17 62.42 BIG COUN I M C 3 Ln 10 0 MODIFIED CURB AND GUTTER SHALL BE USED BETWEEN STA /� / LOT 108 OS >>� _ - - - - - - 65,0034" TC 10 p0 a 4 10+86.39 AND STA 11+97.75 TO ALLOW THE WATER TO SHEET 0 TO BE MAINTAINED c, v N cn I �, m 1 5c FLOW TOWARDS EAGLE PEAK COURT AND END UP IN BASIN # 1. Y w 1 l/I BY VALLEY WIDE m R/ 11+68.54 ROMAN ��RREN WAY= 7,9 14+50.73 6cn w -.� ' I ' I Il I REC. & PARK o �' PROP. LINE " " I �4 THIS DESIGN IS USED IN LIEU OF A STORM DRAIN SYSTEM WHICH W m I i I � • 10+00.00 EAGLE P K COURT SEMENT WOULD NOT WORK WITH THE BASIN OUTLET PIPE INVERT. w �/ 7 CONSTRUCTION NOTES <t l' II' I DISTRICT "' o °' 30" RCP D �` py* c J l N9'56'59"W o o SEE SHEET 1 11+42.63 14 TO R TD PER 8 cn w � 16 20.00' `- '- o TR 31632 FINAL MAP � O1 CONSTRUCT 0.25' A.C. OVER A.B. CL. II �T 1 Lu ©- o O CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200. 1 ro C3 1 1 0 O3 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') w 14 13 12 1 1 5 CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403 YV o w ROMAN WARREN WAYO z O8 CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. 1221 � NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 14 CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403 1" = 40' o FOR TEE INTERSECTION S i Q O WITHIN THE ROAD RIGHT-OF-WAY ONLY. 20 0 40 80 120 � U- 0 NOTE: SEAL - ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: TRACT 31632 IP # 150013 SHEET N0. o WORK CONTAINED WITHIN THESE PLANS SHALL NOT oQR°FEss�°�i 3788 McCRAY STREET SEE SHEET o vi COMMENCE UNTIL AN ENCROACHMENT PERMIT ���. �� M. 4 <�, RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE 7 v to� DIAL TWO WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. y" i� o� '= PH. (951 ) 686- 1070 " " `�r- BEFORE DAYS BEFORE o SCHEDULE A 1 no 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 STREET IMPROVEMENT PLAN YOU DIG NO. c»ss2 19 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ROMAN WARREN WAY OF SHEETS TOLL FREE 1-800-227-2600 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL l` PREPARED BY: o c.� �� .* R.C.E. N0.:7eS � OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ��r SCALE. 0-0 A PUBLIC SERVICE BY MARK BY DATE APPR. DATE f FOR: W.O. COUNTY C ti z RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS ?�� 1 -40 1 4 SR CONESTOGA LLCso 6 NDERGROUND SERVICE ALERT DATE. ,GCS H. V. 15 0023 FILE N0. d U REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY VC 40a C5 100.00' VC PI �1463. Lo a; d- 50-W, _VC m- to Pl-1464.34 100.00' VC C-) 1001-00" pl=14W.30 _z 7 PI 1463.78 PI=1464.30 0, -11.1=41.29' u 78"' 04 N _n u_ nu Lo c n Lo Uzi %4 QD 0 po 4 c4 CN N 0) (x N -ml _cx_N + + Lo n 4 Nd- m 00 m� cp 00 C* cj m 'Rd- - 4 cj N 17! w n 1B_C4 c -ca I W) Zo -to to- 4- _mt%4_ cv 00 1: :3 ull _N * 45F to + + "4- po i�: Ni , + 't-00i I . N co + v- 00 co U") QD co ro n CL C) N + A I T C� + AD- + + + 4, NJ CIS! 1 cli Nill N N N + C N 1 y! T I _T_%a%J 19 - (.�i + 0.50, + + 0.617. 'N 0 N! N 0 50Z >- cc 21+95 ct) 21+31.26 CL CI3 I 6 PROPOSED _TOP OF CUR3 ca .5 0 ILO C> 1464.09 PRC 7)- W=4,P V--4.63' c N 14-63,90- Tf, 1-459127 WV. 110-.-M VC + lwl I oo.po VC + i N�_ V-) 100.00"' P4=14".3-2 �z Pl-1463.76 C) Q n Pl=1464.28 C"f r 1*-'�� 0 - co co V:CM U) N CD co A %4 0) U-)! Lo Ao ML N -ko tp -04 L=37 CC cc + -4 Lo q- + )3' 8 co to L=406:( U-) �D La to IN _�­r "_ -- - -- cv�A Pt Lo 4m _cd cc * - -(o (.,f-w 0 - - __ __ 1-4-63.79 +1 wk--- + to cu- u-- u) 14- 1 PI 1463.�l oo Lo Pei co IRI- -C6 C6 C) + + co + -4 co 062 -I-*-_ca -Cc>--C-N 00 V r4 co co Nl `0 + + C + + + N I Nil N I clu PFR C) �-e + r< Lo C) + + n 1 A lf�l 91 f%l 0.5' _r�m� _f)l -4465 n' -,- + 04 -0-L.528 �0_617 __ts4_ _u_- - ----- 5 .50% < PROPO!-;Ej) -G� 21+95.Tg EXISTING -GRO 123+71,76 uj U) 00 - ------- ------- ATL CENTERLitiE 1464.07 PRC AT CENTERLINE-_____ 3.-49)GB- U) UJ 100.00' VC 14�� r-i cc CAD CL z 20-00" VC ILI Pl-_1464.34 100.00' VC owl VC + p1=4461-69 1­­L7n� - __V� -%ff vc- Z, PI 1463.78 PI=14614.30 c, u- p o 8 - - - _ W) A or -c"', - m _u--'s-) , -§!n �_ri� mi- C-t-,[!,� lq� � _Q_ Lo W, Pl�__ll 4,62-1.-30- La In ca"q: Lol N -q: p co cL' 2t ai 4", AM- CC (m ul� N 0) 14 - I -m t ui co co U-) Lo CD Lo 0) c) Ln, c6 ti" CV --c0l-co co _n_ _46) N� to C%4 (o 00 + -q- td co Lo -00 00 co n 0),q -4- QD 00 Ild- + to n N + C,4 + - + _C4 4- + m + �4111 C14 C) + + 04 c%4 cwl + 1 A Q. Z DT 04 N 49Zr% � DT� oji 0.50 + 0.61 . i +T Z j- -0. 77o -1507. U. 21, 195 1 4 _01� ca C) 8- 1;!l -t. i Wr Lo 1464,09 PRC 001- ca PROP SED TOP 21+30. )4 CL G 3 J2 OFTGURB- (Ta- R Lo W-4 , V=5.29' + C� �o + CIO C6 es ) , S- - V- co 00 r co V. .,*,­­ - ---- ­- - 11 _ -1 ---------- N tN- ;-4 1463.90 tC, 1458.61 IN C%4 + 4- C>Cj N 21+34.23 CL (113 9 1=37.84 PI,=1463.87 + L=37 69' PROFILE SCALES 7f T-C-,- 1-j�M W tW. 1-4 3.9a .60 -40' HORIZ. 1 VERT. 1`-4 20 21 22 23 24 25 26 CONSTRUCTION NOTES 0.9,20 EMERGENCY OVERFLOW NOTE: NOTE: CONSTRUCT 0.25' A.C. OVER -eT�' A.B. CL 11 CURVE DATA CONSTRUCT TYPE *A-6" CURB & GUTTER PER RIV. CO. SM. NO. 200. CATCH BASINS 111 8 AND 9 WILL SERVE AS AN EMERGENCY WATER QUALITY BASINS MAINTAINED BY CURVE LENGTH RADIUS DELTA TANGENT OVERFLOW ESCAPE FOR CATCH BASINS # 1 AND 2. IF BASINS MAINTENANCE CFD. CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. SM. NO. 400 & 401 (W-6') # 1 AND 2 WERE TO FAIL, THE WATER WILL TOP THE CURB AND LANDSCAPING MAINTAINED BY VALLEY CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE SM. 209 C57 355.72' 282.00' 72*1623 205.91' WILL END UP IN THE BASIN. IDE RECREATION AND PARK DISTRICT C58 453.07' 300.00' 86'31'*45" 282.36' IV HILLS DRIVE SMI-rH COLJIRT @ CONSTRUCT 4* THICK P.C.C. ACCESS RAMP PER RIV. CO. SM. 403 !-S TER, Ip 150016 ON SHEET 5 WE 99 TYP SEE @ CONSTRUCT STREET NAME SIGN PER RIV. CO. SM. 1221 C59 480.25' 318.00' 86*31'45" 299.30' PER MS 42 37'�l 1 2 CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. SM. 403 C60 129.50' 1578.00' 4*42"07" 64.79' 43§1 1 1 1� 37 8 FOR TEE INTERSECTION 1�p x 51 47 5 C61 128.02' 1560.00' 4*42'07" 64.05' _;o C-) 0':: it C62 126.55' 1542.00' 4*42'07* 63.31' co 00 0 ca I *16m u_ 1 1 c": 71 PROP. LINE "C", 0 Cl %N 50 Lo C63 30" RCP, 0:- 40.93' 25.00' 93*48"08" 26.72p AlF a ct Lo -rz- 1� co Lu 1`_� cb SEE SHEET 13 49 fu_ D Q u'j C14 13- q: (cDn, cs "i Co CL q- U2 I *b 82 %_ J..- �u_ C> C64 00 N 0., co C'4 co to + co 37.82' 25.00' 86'40'37" 23.59' cc; 48 PROP. LIN "Hm + n N N�2 L;fv oj N c) C-4 vt po co + + coz: 13+35.67 C65 40.91' 25.00' 93*4457" 26.69' 18" RCP 1 14 to -4 "i 5 + + + "I.Z5 V) W41- -3 N61*22"54"E 3.31' C-) Zoo- SEE SH u Q: C14 C66 37.84' 25.00' 86*43'24" 2J.61' 'gr%j/ 15 1 1, _# .0. 25+88.45 ROMAN WARREN WAY= c,,,e / Cp z C67 44.04' 31&00' 756'07" 22.06' C6 13+38.99 TYRON SMITH COURT C68 39.06' 282.00' 7*56'07" 19.56' 4 83 < EMERGENCY OVER - 00 72.15' 124 25 1.45 13+62.24 tv cn 80-09' Nl6* 9'04"W 14 C69 41.55' 300.00' 7*56'07" 20.81' '45 1 "W < 21+95.1 c 'N 1 6*49YO4 2 t 75. 3 zot �.00 C71 ... TYRON SMITH COURT C70 41.29' 25.00' 94*37'54" 27.11' 00 PRC BC EC T-4) C*q I-.. I 25.00' 86*2244" 23.47' C71 JZ69 (n 104 OS 8 C6 8 co 00 PARK lu- iu- o- 5 to I Z/ < Z 84 OWNED MAINTAINED BY VALLEY WIDE clsl cc a:: Lo CIS! C$ CD REC. PARK DISTRICT. C-) cri ck: co �o 8 03 Ci-CL 06 OR 04 CL 'q- 'q- 4- N C� Lq C-) . 00 uuj Lo cr_ 04 CIO + CO LO sMITH COURT v) Lo V_ n w oo 7YRON Lu u n -04 04 oj m Ck: E SHEET 5 w < to U-) STE + co cn " c' V_ crNo c,: o, u2 I'-- W,ES TERN HIL S DRI VE + to + (o 87 IN 3 2 WQ BAS :L NOTE: + n v- 04 M cl 'A N Z� PER MS 4299 IP 150016 w 04 �1: 1* 102 OS 1*Ln W, STORM DRAIN CENTERLINE IS SET AT 4' OFFSET FROM + + co N z STREET CENTERLINE. THIS DIFFERS FROM THE STANDARD OF 6 OWNED AND MAINTAINED BY 04 CL co + MAINTENANCE Cmi IN ORDER TO MEET HEALTH DEPARTMENT REQUIREMENT OF 4' 23+95.36 ROMAN WARREN WAY= Ld A41NIMUM SEPARATION BETWEEN THE WATER AND STORM DRAIN. 33+60.89 WESTERN HILLS DR. LAJ 1 40' 20 0 40 80im�l 0 W, cn NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ROMAN WAY ui WITHIN THE ROAD RIGHT-OF-WAY ONLY. cn 0 NOTE: SEAL ENGINEER BENCHMARK: SHEET NO. -A ENGINEERING CONSULTANTS >_ c L B R,, T TRACT 31632 IP # 150013 < z WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788 McCRAY STREET SEE SHa7 1 N) �0_ 0 COMMENCE UNTIL AN ENCROACHMENT PERMIT M. RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE 8 ro 0 cn w DIAL TWO WORKING AND/OR A 0 <�0= BEFORE )DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. WE B PH. (951 ) 686-1070 SCHEDULE "A" C3 0 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 YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. MO. C71SU STREET IMPROVEMENT PLAN �2 00- IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL ROMAN WARREN WAY OF 19 SHEETS TOLL FR , E 1-800-227-2600 PREPARED BY: 0 R.C.E. NO.: 71TOZ A PUBLIC SERVICE BY OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK . BY DATE APPR. DATE. SCALE: FOR: W.O. COUNTY D.1 tL M RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND RE\�SIONS 6 1,�o L-C), 04 Ll 21+95691 8 Z/4 1.100Z T Z;" 1464 PRC 3 UZo 0, 'o 95 Csl C . M3 L;500 Ll 1+95.18 060% -J+71-..7& ,(14S t 0 P�N kil I'vl UNDERGROUND SERVICE, ALERT RWsING --DATE QC71tg H: 17=409 V: 1 "=41 COU -0023 '7& L < THE. PlLANS FOR APPROVAL,BY_THE COUNTY. ENGINEER SR CONESTOGA, LLC 15 FILE NO v ADAMS STREET PER MS 4298 IP 150015 x w � 11 iii T CT NO. 3163 8 7 TRACT N . 30322 W� +� i i � � �, IP # 150013 9 IP 14 034 co o M w-o i ' li i 1 ±~ °' Z ROAD R/W 16 z� o i , 1 Iii Q �M �� 15 14 13 1 1 10 13 - + � i , I o + Z � 12 I I I I ► Q W(0 (y) _ 040 I I� Nma / I \ TRACT BOUNDARY °p 13 ��` _ __ _ CURB Z L /�A e"411 I 11 \ ROAD R/W _ _ _ _ L - _ _ _ _ -- -- - - - �n. .---�� 2 5+03.6.0 ,24,,.E 1990,55... -- " tl� _ _1 - _ _ DS _ - -- - _` - = 1 _ `- N - - 20 EX. CB �' - -� H65 00 �-�"-- m r 247+00 ='�' - - - - - - _ _ - - � � 00 8C - - - _ _ _ _ - - - - - -_ _ _ - - - - - - - - PROP. TRAIL. � H ---- "`��.� r Ri . LANDSCAPING - - - - -' ° O BCR 249+18.10 -- m --. LANDSCAPING �---�-� ��-- m cp r e EX. MEDIAN R=2000.19' L=803.60' A=23'01'09" T=407.29' 48+57.36 C L PRKWY= EXIST. ~ - 1 D+ MS STREET II I it a I N -- T- " - _ _ -. __..-- - �VEMENT PLANS, - - .07) FS - _ - ~m — STREET - �� P " — �_ 611H111 - - - — — — — — — — — — — — — — — — —. - - - - — - - - - - - - - - - - - _� ' — �_ EXIST. DOUBLE 60' RCP PER NEWPORT _ ROAD PLANS PROJECT # 933–BB _ — TRACT NO. 31142 i �- - - - - - - - - - - - - - - -- IP # 050059 ADAMS STREET DOMENIGONI PARKWAY (FORMERLY NEWPORT ROAD) TRACT NO. 31632 IP # 150013 R/CEROAD PER MS 4302 IP 150019 00 co II to +v +( I 104 OS M� 11 , -*o cv 0 � ce cyi I I I 4 2 1 COMMUNITY PARKZo II 6 5 3 mW TRAC BOUNDARY TRACT BOUNDARY 13 RO D R/W 13 0 13 ROAD R/W \ / 1-' \ / / \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — p EX. CURB LANDSCAPING ECR 263+97.30 265+03.30 C L DOMENIGONI PRKWY= c PROP. TRAIL PER 74.34 TC 12+793-11�' � EX. MEDIAN 260 N65'00'24"E 1990.55' 26 266 U) LLJ fi - 6 CF EXIST. NEWPORT ROAD — Z -� -�- _._ Rr�uFuE�rr DOMENIGONI PARKWAY C/L = W FILE 933-BB -_ ,, - - - - 1- - t - - - - -_____— - - - - - - - - - - - - - - - - .- .- - © Q — - - — — — — — —= —- - - - - TRACT N0. 31141 (o - - - - - _ -- _ _ _ - -- - - - � - _ -IP # 050069 I z� - - - - _ I 0 WEBB o J RICEROAD cICDOMENIGONI PAR Ln cn (FORMERLY NEWPORT ROAD CONSTRUCTION NOTES 20 0 40 80 120 - w 13 CONSTRUCT STABILIZED D.G. PASEO TRAIL WITH CONCRETE HEADERS PER VALLEY WIDE STANDARDS (W=10') z z „ C 20' INSTALL FOSSIL FILTER IN EXISTING CATCH BASIN PER RN. CO. STD. 300A. NOTE. APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK O n a Q O WITHIN THE ROAD RIGHT-OF-WAY ONLY. z z - 0 NOTE: SEAL - ENGINEER BENCHMARK: SHEET N'0. Q A L B E R T B A. ENGINEERING CONSULTANTS TRACT 31632 IP # 150013 WORK CONTAINED WITHIN THESE PLANS SHALL NOT _ . tug 3788 McCRAY STREET SEE SHEET cn ° � COUNTY OF RIVERSIDE RIVERSIDE CA. 925069 ` COMMENCE UNTIL AN ENCROACHMENT PERMIT ��� ,� ,, co � � v DIAL O WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. ,y � °a PH. 951 686-1070 a �' c � :. C ) SCHEDULE A BEFORE DAYS BEFORE FAX 9 1 — p U THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR A 8 S 0 C I A T S ( 5 ) 788 1256 STREET IMPROVEMENT PLAN <C YOU DIG YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. N0• C71SU OF 19 SHEETS p _ _ — . IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL DOMENIGONI PARKWAY t TOLL FREE 1 SOfl 2Z, : 26flfl civ�� PREPARED Y: / L o OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE R.C.E. NO.. SCALE: ' t�o A PUBLIC SERVICE BY MARK BY DATE APPR. DATE '. FOR: W.O. COUNTY -' or a►�� _ r � . tt Z .;, RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS � - 1 -40 1 -4 _ UNDERGROUND SERVICE ALERT DATE. � +�' H. V. SR CONESTOGA, LLC 1 FILE NO. �` << ___ -_ REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY 5 0023 Lo I I 10+43.68 BCR 7 \ Z \ '°°° \ 0000 \ - '\ l 66.8 Bw 66.74 T �► 0\ off• --4 o° G N%1 66, ' 'O 49-1 �, �<��_- �,� X42 OFS Oc O \ / co• �. I {..� 66.38 ° 1 F G 0 6A, 38p // 6 66 6 71 TC ` / P 6$ C 6636 © S 6i Wa. cy ti ° °° 66.2 NSP , ° � 66. TC - MP � Eojl RAMP ,moo �/ oc h° o� o°o "' 21 F�0 6p s - Sp• ^i �• 66 49 co S{' 0 66.2, C � ® 0000 6'3;� F.S ,�' 8900°00 6� 7 F oo• 66 / V 1 S° 6 lg S coy / \ cow hV •,V g•2X B 6SS01 i TC / \ �`� a p 0000 coh• � � �� g 8$ � 66.E C // i TZ � "�,,,�� j� // 'o cosh• �. ,� 0 �0 66• ��� i � �, �NdJ � �, �`�xC'� � - / � �`°•�`�'� ti�^^ 0� 1 (32.55 PN�1P / � �/ �- �P� t��j REN PY p '�Y. 66 81 TC f CR vOool F� N\N ROMAN WARREN WAY / EAGLE PEAK COURT RaMP INTERSECTION �'�► NORTHWEST CROMAN WARREN WAY / WYATT EARP WAY NORTHEAST CURB RETURN URB RETURN NORTHWEST CURB RETURN 1" = 20' ROMAN WARREN WAY 1" U /� INTERSECTION in 10 1" = 10' �' I 1" 20' NORTHEAST CURB RETURN RRENWPY 1" = lo' ROMPN P 66.84 TC Nq4 66.60 TC 66.10 FL STA 11+42.63 66.34 FL / �P 66.16 TC 66.35 TC 66.34 FL t�OMp,N _STA 14+50.71 66.16 FL N 66.35 FL 66.19 TC 66.19 66.86 TC FL � 66.36 FL 0.35 0 1% 66.78 TC A. 66.28 FL 0 W WEBB �+ ( 7:3% w WEBB , E S SOUTH RAMP fol m 1" = 10' SOUTH RAMP 1" = 10' \ O \ � N O \ GZ 0000 1 oll OO E �' 6f 64• - i ° 0 62.52 TC co°' G� - � 16 FS 16'6 0°o°� 62.02 FL 6 •48 TC S f 04 62.06 TC 3. ---- - I 62.06 FL '�` 4d ; o P� �0 64.14 F h �° 6'S STA 13+62.24 0'00 63.9 T �' • 62.08 TC 0000 �" 63.97 C \\ / / ��'� v' " o ^ 62.61 TC 62.08 FL 0 63. / �P� ���?� o 64 08 F 62.11 FL 10 00 0S� v 9) o°O v• �,, co•� cR G ��� g '-5-T8.7%0 0 5.0 0 ® � 8'7z cj N NORTH RAMP ` 64. T �--- � N o � V cc 00 co194 1 = 10 6 W �� / i G� o�co ' '( \\ / \ t'C 13+79.35 17+19.41 ECR 1'P °°° 1 �y,�P �(',O&ZCOO 62.48 62.48 TCR 64.57 TC OSP fu_ S 62.56 vO // -- / �0� 0000 00 .i '• i o I / ,( 0 TC © 00, ci ci ci cv c �O 62.06 F co NORTHWEST CURB RETURN NORTHEAST CURB RETURN to w w w �' / ROMAN WARREN WAY / BIG COUNTRY COURT " - ..- � � / 62.10 TC 1" = 10' INTERSECTION 1 - 10 r / 62.10 h' / M cn mN y62C o tiN 62. / � oo14 at CIO NSP 64.36 TC 6.0'0 `L4' o,� 41- P � 63.86 F 04 8.69; 166`L. �'.L �s� / 62.70 ca cs o ON` '��N STA 17+37.08 63.91 TC ©� 629 00008' 0 �O / \ 6 . 0 FL 400 I= 63.91 FL 6 ` I I _ ' z 63.94 TC 63. / _ r moo' C3 6 , G �' - / O co CD 94 FL ��' co ni U N ,� ' /p "�- 96 FS ` • g'L / \ / 25+48.08 a 64.50 TC 0800 6 k� y ��.$� ' / \ BCR vi LLJJ' 64.00 FL o°oo ✓ / 7 \ / y 62.81 TC w / dr3 / ` LIJ Wcn E ate. ' 4 ��► ° 7Z \ ' \ cn W a Fs SOUTHEAST CURB RETURN SOUTH RAMP ROMAN WARREN WAY / TYRON SMITH COURT 1" - 10' 0 Q SOUTHWEST CURB RETURN INTERSECTION CD NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 1" 10' 1" - 20 1" = 10' /� O WITHIN THE ROAD RIGHT-OF-WAY ONLY. - 5 0 10 go 30 r.. NOTE: SEAL - ENGINEER BENCHMARK: A ,L• B R s, A. ENGINEERING CONSULTANTS TRACT 31632 IP 150013 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788 McCRAY STREET � � �i� SEE SHEET 1 1-1 cn COMMENCE UNTIL AN ENCROACHMENT PERMIT RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE 10 1� 9 <v DIAL TWO WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. ,�"`' ��' °°v► = PH. (951 686-1070 " " o BEFORE DAYS BEFORE / W o 00 ) - SCHEDULE A YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR z A S S 0 C I A T E S FAX (951 ) 788-1256 STREET IMPROVEMENT PLAN YOU DIG No, C7, 19 i k\ � ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. CURB RETURN OF SHEETS tL TOLL FREE 1-$00-227-2600 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED BY: coo U B E RN DETAILS R DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE �* R.C.E. NO.:7�? DZ- 0 a.o A PUBLIC SERVICE BY © MARK BY DATE APPR. DATE ,�fOr Cm. SCALE: FOR: W.O. COUNTY % RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND ,I L z REVISIONS AS SHOWN I N A _ _ � _. .. SR CONESTOGA LLC _ �.,.. �. �__ UNDERGROUND SERVICE ALERT DATE. ��,T H. V._� 1 FILE NO. 143 ��C _. _ REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY 5 0023 __r, aay a ' - t � O _ 9 9 - - - - 15 c� p c� 2 4+02.82 PO T ROAD I 5 _ NEW �- _ EX iDE-�Ar L�SrI TC-146 3 -L t� p CU nO cV,O W H, - We L w ; REMOVE EX EAD K .� _�- _- 13 y o, 'o cv WINGWALLS w - Q SD CL � co O �- : PROP 0 D CL ' 5 U - _ + co � ., ROAD DAD TREEr ADAMS S _ -- - - - _ - =GL _ ' N ® SD' CL I' X GROUND E G _ HGL - - -- _ -- -- r - HGL 0 - - - - 17_ r 0 - - - -- - 003 S 0. €Xi5'ltlVG 30 Std 0 v 003 S 0. _ _ m o 0 -�- roly PER - - FlL-E NQ 1-lEET a ! ao 0 - - J W ,yam h /�//T y •! Yom , __.... .... _._. e 1459.11 TOP 8 _ �o , o, o Ck -- - - _ - y'� (, Lu - - -- --- ...� � 3' SO .� I 1460 66 BTM O Y - - - et et - aE1 14Jr9- �OP �, 1 - --0 -- -- - o O' r -- t. �u ULII�' DATA et- etCo .. MSD -, 10f1-t#.� C-fS vi , m 0 0 ; I � : " - 1- a.. ,a_LF_aF . a_ _ zCP - 135.94_L OF 30 -RCP 0 154D _ 3 _ __ � 1, 00) .�D 1,7� LF OF 30 RCP _ 1J 1500 I' 1 ; +' _ - - 1 I RCTf) BY RCT �TAIHED BY ....---_.-_ 1A '- - _CFD - - - _ - R FI SCALES P 0 LE HORIZ. 1 =40 : : VERT. 1 =4 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 STORM DRAIN CONSTRUCTION NOTES LINE A PROFILE " PROP. 8'(W) X 5'(H) RCB PER WINCHESTER O INSTALL 30 RCP (D-1500) HILLS LINE 3, STAGE 1 PLANS, DWG. NO. 4-902 SH 4 OF , O7 CONSTRUCT MANHOLE #1 PER RCFC & WCD STD DWG NO MH251 " r r E, � 2� 1 Og CONSTRCUT TRANSITION STRUCTURE #3 PER RCFC & WCD STD DWG „ / 1 � � � NO TS303 10+00.00 LINE A= / p 2 4 13 REMOVE EXISTING PIPE HEADWALL & WINGWALLS 18+15.00 SD LINE 3, U STAGE 1-DWG. NO. 4-902 // / / 10+44.40 14 REMOVE EXISTING RIP-RAP REMOVE EXISTING HEADWALL, r TRASH RACK AND RIP RAP w 26 r ' r 35 15 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD. DWG. M803 JOIN EXISTING 30 RCP 19 Q, 20 INSTALL FOSSIL FILTER IN EXISTING CATCH BASIN PER RIV. CO. STD. 300A. SD X-ING 8 WATER ..� / v SD X ING 8" WATER a rn IL It M 14+72.66 LINE A / / a 12+7199 LINE A - 2 5 � 13+46.64 ROMAN WARREN WAY " / N. 9+96. 3 EAGLE PEAK CT. ro ( 2' 21' 2' PROP. 30 RCP LAT 3 ' / //� / M W + PER LINE 3, STAGE 1 " / DWG. NO. 4-902 / / L36 0+ + _ I EARTHEN DITCH / / + - R/W xy 1 1 n. " RO / / 7 PROP. 8 SEW � W�� ��' 0.1 MAX 10•1 mo / 3 12 ® 13 °i 14 - C18 146727- MIX 467 ��- MIX »^» �� C16 _ _ 3 _ - 51 +08.72 EC SECTION V - G7 IAJ -' - _ - - s� 15+15-00 / / / // / C 17 - - R/W 3 CONCRETE COL N.T.S. ' 1 14+87.74 " I L=1.5 T-8 Q / 13+49.9 LINEA END RCTD MAINT. ESPONSIBILITY U / 7 CL OF M N0. 1 BEGIN BRIM. eO MA NT. CFD L37 9 7 PROPOSE THEN DITCH PROP. 8" WATER 12+31.1 ROMAN WARREN WAY Sp EMENT » » 15+86. < 25I I PER WIN ESTER HILLS MAINTAINED B CF » „ G o LINE 3, AGE 1 PLANS, MAINT MANCE CFD G 15+s7.8s EC g CURVE TABLE LINE TABLE 1 ' / DWG. NO 4-902 PROPOSED 30 RCP (LINE A ) - 3 TS N0. 3 BEG n, 1 6 TO BE MOVED q OF CONSTR CTION I N 16+02.8 LINEA 9 CURVE # LENGTH RADIUS DELTA TANGENT LINE # LENGTH DIRECTION © J / ' 11 1 0 TS N0. 3 END 15 14 13 12 Z Ex. 18" CP BEG C16 26.45' 45.00' 33'40'31 13.62' L36 45.53' N66' 17' 42"W / 14 R M (TO BEV IFIED) ruff) , , „ , g PROP. 18" REC. WAT FS ,8' Rw C17 323.01 1790.00 10 20 21 161.95 L37 77.81 N22 02 23"W , �__'_ _ - c 1 s ,8"Rw =_- C18 69.33 45.00 88'16'11 43.66 L38 20.72 N50 57 36"W N ImLjj _- v_ 18"Rw 18„RW _=_-_- PROP. 10' TRAIL C 19 11.36' 22.50' 28'55'13" 5.80' j, _ , 18"RV✓ 18'>R 18 RW - - " WFIBB tL _ _ - - - - _ _ _ _ __ __ _ _ _ _ _ _ 16+18.62 LINE A _ 1111111 - - - - _ _ _ _ - - - - - - - - - - - - - - - - - - - 15+99.23 146,43 TO BE VERIFIED) EX. 8 CURB & GUTTER - - - - - - - - - - - - - - - - - - -- - - - - i 11111/ EXISTING EARTHEN DITCH EX. 8 CURB (TC1468.4t) INLET CATCH BASIN PER COUNTY FILE N0. 933-BB END RIY.-60. MAINT. CFD 20 =254+02.82 NEWPORT ROAD �BEGINRCTD MAINT. RESPONSIBILITY NOTE• w SHEET 35 DOMENIGONI PARKWAY PER COUNTY FILE S o TO BE REMOVED (FORMERLY NEWPORT ROAD REMOVE EX. HEADWA N0. 933-BB SHEET 80 STORM DRAIN PLANS ARE NOT IN COUNTY STANDARD 13 LOCATION IN ORDER TO COMPLY WITH HEALTH DEPARTMENT WINGWALLS 1" ' Ch Z AND EASTERN MUNICIPAL WATER DISTRICT PIPELINE SPACING = 40 - d NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK EX. 18" S REQUIREMENT. 20 0 40 8 120Ab w _ LINE A PLAN PER c FILE /� O WITHIN THE ROAD RIGHT OF WAY ONLY. NO. 933-BB SHEET 80 y SEAL - ENGINEER BENCHMARK: SHEET NO NOTE: A L B E R T A. ENGINEERING CONSULTANTS TRACT 31632 IP 1500'1 3 WORK CONTAINED WITHIN THESE PLANS SHALL NOT FEss� 3788 McCRAY STREET SEE SHEET 1 0 `� °'�� RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT° , . 1p ,, U' to W DIAL TWO WORKING AND OR A GRADING PERMIT HAS BEEN ISSUED. ,y @� - �;, PH. (951 ) 686-1070 SCHEDULE A - `� BEFORE DAYS BEFORE " c F A S S O C I A T E S FAX (951 ) 788-1256 RAIN IMPROVEMENT PLAN 0 0 YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �� STORM D �9 YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 110' OF SHEETS �� LINE A - STA 10+44.4© TO STA 16+02.89. d IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL ��, PREPARED Y. / Z 0 TOLL FREE 1-800-227-2600 iv .� R.C.E. NO.: SCALE: C W OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR. DATE 4p, � ` „ ' , „ , FOR: W.O. COUNTY cti o A PUBLIC SERVICE BY AN ACCEPTABLE SOLUTION AND R ISIONS °F C"'` 1 X40 1 =4 0- RESPONSIBLE FOR DETERMININGEV I DATE: S7SZ1(Z H:� V. SR CONESTOGA, LLC 15-0023 FILE NO. , d UNIDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY - -- TRACT BOUNDA7?1' - - ROAD R W -- -- - _ 9 : I 2 21 R ' i J 0 , er os : : h ' o o _ -�- R EX. GROUND + w co /�� 0co - : pp : WS E I t4�i 1. 1 : !: PROP. FS HGL '✓ . OF WEIR - 145 g TOP _ x.20; iC - -- --- I V WEI OPE NG H=12 , , lo ,/� ,� _ O.Q03Q PROP. 42 RCP 3 CP: UNE ': S Q R / i 0 E'ER`DWG. 4 88 SIW INV _ 7777�X 6 UNDERDR4/N', : 0 HEFT 1 A S 0.003 , S=0.0030 , I 0 a -_ _ _ - a h to , m a v o + o o HYDRAULIC Li+4TA o, 2 tr -_ __er __ - - - - _ - - -- - - - -- ao �o-ce c� cv rs, 1Qll Z�1d CFS � ao 1 Z�1 C o� � � as �n ' Q � o Z u� . o v o �: er Z I _ 0 • i v- d- Z + 0 OfA go h M j O a' : M -. A 77 '^ O VMA�TA + '^ '^ 28Z6 LF OF D-�7: CF5 � ) � �B -. _ F-PS �9d' 1' MAINTENANCE :CFD 4 ' e/ 1► F�F INTAIN- Y _ - © - --- �. 04.1D LF DF 36 , RCP D 1500 E B 208.OS LF OF 3 RCP D 1500 4 231. 8 F OF 36 RCP D 1500 4 - 0 PROFILE SCALES Q ' - - - --- ' O L� 5 LE �vnTENANC c = A4I NT NE BY RCFC WtrD NTAINFD Y RCTD FD WORIZ. 1 40 : VERT. 1 4 ML 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 U WATER QUALITY BASINS MAINTAINED BY Z LINE B PROFILE MAINTENANCE CFD Z STORM DRAIN CONSTRUCTION NOTES LANDSCAPING MAINTAINED BY VALLEY w 2 WIDE PARK AND RECREATION DEPARTMENT 3 m N WESTERN HILLS DR m co Z5 w ( I O4 INSTALL 36� RCP (D-1500) m z 0 9 5 9 6 9 7 9 8 7 I O CONSTRCUT TRANSITION STRUCTURE #3 PER RCFC & WCD STD DWG . 9 4 N 9 9 a I NO TS303 \ 93 00 X + + 13+05.83 LINE B 7 100 s� _+ o .- CL OF MH#1 I ( 18 CONSTRUCT CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 =12+97.28 w � I V-DITC GLASS MOUNTAIN COURT m z , z I I I 21 CONSTRUCT MANHOLE #2 PER RCFC & WCD STD DWG NO MH252 _ W -J C20 PROP. " SEWER 1 X a:m I U I ACCESS ROAD \ o. 12 + U-c° N 4 + to t, 0 + ,� T - Lo C3 n m I cn 105- CL 05 W 9 CL OF TS N0. 3 �s PROP. 24" SD (LINE F) - 10+90.49 LINE B SEE SHEET 14 F -- 14 * 4 =10+00.00 LINE PLAN & P - --�'� N �.. CURVE TABLE • 15 L24 I �+ // ._ •_42" SD (1460) -i j L23 `�� I CURVE # LENGTH RADIUS DELTA TANGENT FOR PROP. 42 SD & OUTLET STRUCTURE DETAILS / �`. �. 1 3 a----/� i � if PROP. 8" WATER Nr C21 C22 , S 1 1 SEE SHEET 11A PER / �, i - I '�y PROP. 18 SD (LINE I) C20 29.94 45.00 38 07 14 15.55 DWG, NO. 4-789 �;, i 102 SEE SHEET 15 FOR PROJECT N0. 4-0-0110 � � i LINE B SD X-ING 18" SEWER PLAN & PROFILE C21 76.63' 504.00' 8'4254" 38.39' V5 / os 115+99.02 LINE B cn / ; 1 36+41.06 WESTERN HILLS DR I C22 47.12' 30.00' 89'59'45" 30.00' d SEE SHEET 18 f d / �.11Gp \ FOR SD 1 r` 9 2 SD+8„ WATER m ---_ 1 ;� 9 1 16+00.64 LINE B I I' L25 i C23 47.12' 30.00' 90'00'00" 30.00' , p / / RGFG \ STRUCTURE DETAILS 90 10+04.73 GLASS o f 4 4. �4 ` �� WQ BASIN#2 1 I 4m o 1 O o ; MOUNTAIN CT. + 4 I SEE SHEET 18 FOR -1 �' / � J MAINTAINED BY �� x i ` 1459.85 FG MAINTAINED BY Z •� P\ ` (io r 459.85 FL -e6dh11 MAINTEN CE CFD I W ' I / SD STRUCTURE DETAILS LINE TABLE L �` / a` PROP. 30� SD (LINE J) \mss ` l 89 € , .; \ / SEE SHEET 14 FOR MAINTENANCE CFD) 18 1460.98 FL co ! LINE < z FFG p I I ; 17+76.01 # LENGTH DIRECTION \ / y6 PLAN & PROFILE \ � " r i'1 \ I + END 36 RCP (LINE B) 1 1 " i _ _ 1461.04 � L23 274.63 N00 40 22"E w � C3 \ 1�1 10' DITCH . - f. . Ld * I L24 40.32' NO8' 02' 32"W , J ' / STORM RAIN PLANS ARE NOT IN COUNTY Lli L26 / " a 20 ACCESS ROAD \ 125 72.70 N81 57 13 E W cL ; TOE ss �/ / �� STANDARD LOCATION IN ORDER TO COMPLY I I I ( WQ WITH HEALTH DEPARTMENT AND EASTERN = ( " # L26 44.43' N08' 02' 47"W CIO TOP OF SLOPE BASIN#3 i MUNICIPAL WATER DISTRICT PIPELINE j (MAINTAINED BY RNER`_S16+= ' SPACING REQUIREMENT. ' i MAINTENANCE CFD) Lu � ISI TYRON SMITH COURT WESTERN HILLS DR 1„ 40' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 120 - NOTE: WITHIN THE ROAD RIGHT-OF-WAY ONLY. a C5 �- NOTE: SEAL - ENGINEER BENCHMARK: SHEET NO. A L B E R T A. ENGINEERING CONSULTANTS TRACT 31632 IP 150013 ` WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788 McCRAY STREET . � SEE SHEET 1 ° � COUNTY OF RIVERSIDE 1 rn = COMMENCE UNTIL AN ENCROACHMENT PERMIT � � ,�. � RIVERSIDE CA. 92506 I 2 �- DIAL TWO WORKING AND/OR A GRADI G PERMIT HAS BEEN ISSUED. `�_ � � PH. 951 686-1070 � �� I WEBB BEFORE DAYS BEFORE � � ~ °o � , C ) SCHEDULE "A� a a �• A S S O C I A T E S FAX 951 788-1256 YDU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR � � STORM DRAIN IMPROVEMENT PLAN G1 ` YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. N0• C71 OF-19-SHEETS M 0 CL TOLL FREE 1-800-227-2600 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED BY. LINE B - STA 10+00.00 TO STA 17+76.01 ,g. c►v�� .* , R.C.E. NO.. 7�i�Z OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE APPR. DATE •+ SCALE: 0-0 A PUBLIC SERVICE BY MARK BY DATE � ,�� °'` „ , „ , FOR: W.O. COUNTY , L1. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS - /(p • 1 -40 1 4 UNDERGROUND SERVICE ALERT DATE. H. V. SR CONESTOGA, LLC 15-0023 FILE NO. 76 34 �[< REVISING TWE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY h p -+ -- - - O - � : Q Er EX GROUM ® CL 5D N -- -- - 1463.¢8 TC - GL S7A. 14+25.82 PROP. FS - INS Etf. 7M�2 48 -- - 18 RCP J / - i- --- - i �!n I4 71n 17 IIV yy -_ _ - -- - - --- - -- -- - --- Z X. R N W _ E G OU cc I O CL 5D Cif �-- p� --- -- PROP. FS t'Rdf FS S OW PONDING _ _ EIL GROU Q - 0 - - - _ -- CB BASEL o ' � SD EX. Gftc0UN0 - • 6 CL o C41a4Ao, DRAINAGE CLSD -TYPE G 146 .66 NE7 T _F _1461.4 - _ cC 5D - - TW 1460 98 -- MGL j �461.1 FL 66'. TW 14 _ TW 1460.98 I WS EL . #460:.59, H GL TNS 1458-70-1 I _ _ - WS TW 1458.95 — — Vv rOP=1458.70 i PROP. FS ' n I - - -- 18 R - ( WE 1 52Q - 4S#I`� �- 1-4�� i � CL SDAL J 14.0.14 S 0.003 1 BERM: i NV 30 _ - -0.00 S S 030SIN BOOM 1-457.70 _ __ - BAS 5 : _ -- -- - - _ _ ME : -- --- - - } S m :. I 1.lGRAVEL a a 6 S=0.0064 Ao- - o ��o - - z - ....... -- _ � � � UNDERDf�4/AF I �L N +'' W h _ S E ETAIL E 0 SHEET 19 tlX1 5 62 CFS ¢ N.... tog A'A 2 N V100 1,7 FPS' a h' -- - 11 4ey _ - - - - -- - - ------ - -- --- Z SO 40 5 + ♦C�! C BATA i ( 11� + . I O N CFS 7.40 _ 2 0 o� I L14 A V1�00 2.3 FPS_. o K 40 I • A 74. 6 LF OF A oo, _ 24 I �7 NTAINED 3 : : -- - - Ad4lN7E-AAIIKCE CFD 63 14 LF Q F , I 2 : 69.9•'6 LF OF - 2 I I 2 R741.fib LF OF 74 D CLASS I `CLAS PROFILE SCALES T NFD - MANN A� BY _ Y MAuv CE CFD HORI 1 40 MAINT N $ Z I -_ _ MAIIVTEN�hNVCE-CfD _ -_ _. - -- -- -- VERT. 1 =49 10+00 11 +00 12+00 13+00 10+00 11 +00 10+00 11 +00 LINE D PROFILE LINE F PROFILE. LINE J PROFILE. 10+90.49 CL TSJ3 9 =, + LINE J STORM DRAIN CONSTRUCTION NOTES COMMUNITY PARK AREA PROP. 30" RCP (UNE J) 10+06.08 INTAINED BY VALLEY WIDE PARK AND rk OF CONSTRUCTION BEGIN 18" RCP 20' DRAINAGE Q2 INSTALL 24" RCP (CLASS N) CB#5 _ RECREATION DEPARTMENT-----_________ EASEMENT Q3 INSTALL 30" RCP (D-1500) 0+27.85 LA D-1 �. CB 7 10+08.80= 6 / +74.26 CONSTRUCT CURB INLET CATCH BASIN & LOCAL DEPRESSION PER G1 DRAT GE INLET PER � 5 O 22+37.9 "F" ST CAL NS STD. LAN D73 P SED 24" RCP (LINE D) END 18" RCP (LINE F) RIVERSIDE COUNTY STD. NO. 300 AND STD. NO. 311 CASE PER OFFSET 172.07' R TG=FL 1461.46 OF CONSTRU =7', V=3.99' PLAN. INSTALL FOSSIL FILTER PER RIV. CO. STD. 300A BEGIN 24" RCI�(LINE D) LAT D-1 / CONSTRUCT TYPE G1 DRAINAGE INLET WITH CONCRETE APRON PER 219 627. �o N75'41'27"W 27.85' 1 `63 820.466 19 g -�' �p 93 CALTRAN STD. PLAN D73 (SIZE PER PIAN) SE SHEET 16 FOR PROFILE - 7 CONSTRUCT MANHOLE #1 PER RCFC & WCD STD DWG NO MH251 CONSTRCUT TRANSITION STRUCTURE #3 PER RCFC & WCD STD DWG PROP. 24" RCP (LINE F) NO TS303 OF CONSTRUCTION SE HEFT 17 FOR 17 � CONSTRUCT HEADWALL AND WINGWALL PER DETAIL ON SHEET 18 SD STRUCTURE DETAILS Q (DIMENSIONS PER PLAN) 94 7 .71 LINE WQ BASIN# 2 + 19 CONSTRUCT CONCRETE DROP INLET PER RCFC&WCD STD. DWG. NO. CB +72.71 CL M 1 CB6 l'' .QO LAT D-1 7 w 13+15. MAINTAINED BY 1T` m 110 MODIFIED PER DETAILS ON SHEET 19 SEE SHEET 18 FOR (g { , © cn SD STRUCTURE DETAILS w TYPE G1 NAGE PER MAINTENANCE CFD) I ; ' ul) Z CALTRANS D. PLAN I o ,`'�„ PROP. 36" (LINE B) C'? TG=FL=146 46 17 10+00.00" 1 ff + / SEE SHEET 12 PLAN & PROFILE ' N BEGIN 18 RCP (LINE F) f WQ BASIN# 3 ' `��o i� 95 CURVE TABLE LINE TABLE inco p (MAINTAINED BY ZD ' ! a MAINTENANCE CFD) W f CURVE LENGTH RADIUS DELTA TANGENT LINE LENGTH DIRECTION rn -•:' C29 36.96' 30.00' 70'35'41" 2114' L27 309.67' N08' 55' 50"W 1= WIEBB 96 < 1 / L28 27.03' N66' 06' 48"E k w ' * '► m LINE D j LINE F ( J wEss L29 26.74 N04 28 53"W c cn L30 69.22' N30' 25' 04"ELd W Of � "�` 1" = 40' S u W 0- ---W-- mLLJ o THE PIPE VELOCITY IS LESS THAN THE COUNTY STANDARD OF 3 FPS IN ORDER TO KEEP THE HYDRAULIC GRADE 20 0 40 8 20 1" = 4D' i' LINE BELOW THE FINISHED SURFACE OF THE STREET v 20 0 40 80 120 w THE PIPE VELOCITY IS LESS THAN THE COUNTY STANDARD OF 3 FPS IN ORDER TO MAINTAIN THE MINIMUM WATER QUALITY BASINS MAINTAINED BY o . ALLOWABLE PIPE SIZE. MAINTENANCE CFD d LANDSCAPING MAINTAINED BY VALLEY NOTE. APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WIDE PARK AND RECREATION DEPARTMENT TIC •�' /r Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. o D NOTE: SEAL - ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: TRACT 31632 IP # 15©013' SHEET No. z WORK CONTAINED WITHIN THESE PLANS SHALL NOT , 3788 McCRAY STREET SEE SHEET 1 /vvv �£ ,�, '��, COUNTY OF RIVERSIDE F' DIAL COMMENCE UNTIL AN ENCROACHMENT PERMIT RIVERSIDE CA. 92506� '�Wy 14 0 (n v TWO WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. y �• �� - WEBB — PH. (951 ) 686-1070 SCHEDULE "A" I_ I BEFORE DAYS BEFORE 0 � FAX _ I c) L cv THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �► A S S O C I A T E S AX (951 ) 788 1256 STORM DRAIN IMPROVEMENT PLAN 110 p . YOU DIG YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. N0• C71SU OF "- SHEETS TDLL FREE 1-800-227-2600 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL i� PREPARED BY: LINE D, LINE F AND LINE J �= OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ,� �� � R.C.E. NO.: SCALE. tLo A PUBLIC SERVICE BY MARK BY DATE APPR. DATE orCALA „_ FOR: W.O. COUNTY a-Z To RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS _ sIwv • 1 -40 1 4DATE. r1 lc H. V. SR CONESTOGA, LLC 15-0023 FILE NO. �d UNDERGROUND SERVICE ALERT . REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY ;. 7 -- - - - - _ - - - 1470 - - -- - - - _ - - - - - - - -- -�010, c\j - 77 A €X• 6W00 0 Z51(-: CE SD - - - - - - UL OU f-LX GROUM 5 - coo - �- — — - 5 — — — -- - - --- _ _ 163.68 TC BUL - - --- - -- --- - -- - - �_-�_a,730 S=0,065 - _ . -- ---- - -- - - - - _ - - - -- 45 3& Tlbt-9F Sfl _t - 30 RCf -� 1 X55.58 TOP 4F 8 SWT? -- -- - -- - -- - - - - ---- -- - craV7W A2 FEW - ---- -- IQ z CS + --- - - - - - - 450 - - _ XE ._ - .amm ( yK A A _- oi 27,41 LF!OF 18- - -- - _ - 7 - J - - - - - _ V- .. - -- - - - 1470 -�- 1470 o dCi SD 0 42L SD cs oFs L 8; - Ftor� otroc-wS — ._. - - — - - r46,�atTe- —_-- - - -- - -- - - - - .__ —����a1TC 5 -- - -_ 05 — /-"IN-- - . X45 FE - - -- - - _ __ - -�4�264 � - ----- - �4&3:fl0 ft - - - -- ,-46 146.E 80 FS -- - -_ - -- - - - - -- -- 460 - - - --- ---- - - - - _ - - -- - - - - 146 0 -- - - - - -S=0.0030 S=0.0030 - - 30- RCP - - -. -- - -T45967 - - - - _ - - - a__ - -_ - - A - - - A - caF W _ Ir tr � 4.2flC - -- - t8D' - - -_ - --- - - - fs -_o - _ try - _ _ - - © tt) 1450 A - A - - - � - m _ 1 2595 t� $ RCF 1 AASS it/ - - - - - - nil I Li1 N F- Q PROFILE v - - - -_ ----- HORIZ. 1 5 z _ ...w__ _.._ .,. o s --- -- VERT: 1 STORM DRAIN CONSTRUCTION NOTES < O1 INSTALL 18" RCP (CLASS IV) Ln O3 INSTALL 30" RCP (D-1500) w NOTE: rte' CONSTRUCT CURB INLET CATCH BASIN & LOCAL DEPRESSION PER � U THE PIPE VELOCITY IS LESS THAN THE COUNTY STANDARD OF 3 FPS IN ORDER TO KEEP THE HYDRAULIC GRADE O RIVERSIDE COUNTY STD. NO. 300 AND STD. NO. 311 CASE PER w LINE BELOW THE FINISHED SURFACE OF THE STREET. PLAN. INSTALL FOSSIL FILTER PER RIV. CO. STD. 300A Q THE PIPE VELOCITY IS LESS THAN THE COUNTY STANDARD OF 3 FPS IN ORDER TO MAINTAIN THE MINIMUM O CONSTRUCT TYPE G1 DRAINAGE FILET WITH CONCRETE APRON PER o 0 ALLOWABLE PIPE SIZE. CALTRAN STD. PLAN D73 (SIZE PER PLAN) cv w O7 CONSTRUCT MANHOLE #1 PER RCFC & WCD STD DWG NO MH251 lk CONSTRUCT JUNCTION STRUCTURE #2 PER RGFC & WCD STD DWG C=.? 0 NO JS227 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK O CONSTRUCT TRANSITION STRUCTURE #3 PER RCFG & WCD STD DWG 0 Q O WITHIN THE ROAD RIGHT-OF-WAY ONLY. NO TS303. i NOTE: SEAL - ENGINEER BENCHMARK: SHEET NO. A L B E R T A. ENGINEERING CONSULTANTS TRACT 31632 IP # 150013 z o WORK CONTAINED WITHIN THESE PLANS SHALL NOT P�tofEss,° i 3788 McCRAY STREET SEE SHEET 1 0 © crs COMMENCE UNTIL AN ENCROACHMENT PERMIT ��� �� M. t� WEBB RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE 16 c.� v DIAL T IRKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. �"`'`�' °Gso' PH. (951 ) 686-1070 SCHEDULE "A" I= BEFORE AFORE o = , CD AftL. AL o U DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR A A S S 0 CI A T E S FAX (951 ) 788-1256 STORM DRAIN IMPR4YEIIriENT PLAN p YOU DIG N°. 071583 g ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL CONNECTOR PIPE PROFILES OF SHEETS i +� TOLL FREE 1-800-227-2600 PREPARED BY: �, cw��- .� ; R.C.E. NO.: tL o A PUBLIC SERVICE BY OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR. DATE -p SCALE: FOR: W.O. COUNTY 91 0-Z RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS 1 =4O 1 =4 `v ©[Q UNDERGR2 <ND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE: 7111fto H: V. SR CONESTOGA, LLC 15-0023 FILE NO. GLASSED 1� Allr COURT R SED 24" RCP (LINE SEE SHEET 14 FOR ' PROP PLAN AND P PROPOSED 30" RCP (LINE J) SEE SHEET 14 FOR PLAN AND P E -� 1%ft 1 6' BENCH WQ BASIN# 1 7.73 BOTTOM ELEV. 1460 24" RCP TW 8 I 0.98 ° V. SEE DETAIL D HEREON � � 17 458.95 WATER QUALITY BASINS MAINTAINED BY WATER QUALITY BASINS MAINTAINED BY MAINTENANCE CFD TW 1 ° MAINTENANCE CFD ° 19o 1457.7` FS LANDSCAPING MAINTAINED BY VALLEY v LANDSCAPING MAINTAINED BY VALLEY _ D ° e WIDE PARK AND RECREATION DEPARTMENT WIDE PARK AND RECREATION DEPARTMENT v 1457.3 IN o ° D . 1 5.1 IN D. ° -` _ / .___.._._._.� 19 1458.7 WQ BASIN# Z ° O G TOP OF BERM .f ---- BOTTOM ELEV. 1457.7 TOP B OF BERM v. PROPOSED 30" RCP (LINE G) ____ �\ __._ CONC \ SEE SHEET 15 FOR PLAN AND PROFILE SEE SHEET 7 ROUGH GRADING PLANS FOR ' FOREBAY CONSTRUCTION DETAILS SEE DETAIL E HEREON ° 4:1 __ _ -� _ /PROP, Raw z CT OLIN WINGWALL AND HEADWALL DIMENSIONS _--- LINE W (FT) E (FT) L (FT) F (FT) LINE F 2.42 1.42 10.25 7.0 TRACT BOUNDARY/ '-- - - OF STREET w WQ BASIN DOW LS DELS , SCALE 1"=10' _ -- - - - 15 = - �? REST _- ABB WQ BASIN ' 1 DETAILS SCALE 1"=10' 1' LAP 1' LAP / \ 1-#4 � RCFC&WCD STD. CB-110 CATCH P 2" CLEAR BASIN MODIFIED PER DETAIL ON , RCFC&WCD STD. CB-110 CATCH / \ b (#4)01 SHT. 19 HGL 1460.59'\\ BASIN MODIFIED PER DETAIL ON / U- \ 1462.50 TG SHT. 19 �F 1460 ELEV 1461.5 (WEIR HEAD CONTROLS) , .20 TG ', �ELEV 1460.59 (PIPE HGL CONTROLS) W SECTION A-A HGL 1459.62 `J'i;�.` Q100 W.S.L.L. ELEV.--- -- -- - --- - -- _ _ �; , _ - Q100 W.S.L.W.S.L_ ELEV_ 1460.5 TOP OF WEIR, H=1' (OPENING 3 SIDES) 4> PLAN !� -�-�- LINE G DCV W.S.L. ELEV 1460 5 1458.2 TOP OF WEIR, H=1 (OPENING 3 SIDES) - 30" RCP �• - ---- - -- -- -- - --- - --- - - - - - - BOTTOM 30 RCP /_ -, DCV W.S.L. ELEV. 1458.20- - ----- �.�. ��< �c ' , � �,� �<�,`C;�� ,� }�� � ���� :� � BASIN BOTTOM ----- ' BASIN OTT _ _ _ _ _ H 7t ; ELEV 1460 &v<;h��,.�, ELEV 1457.7 2_ ----- 57.33 INV n ,} , i�, N 55.19 INV 1457.33 ELEV l , ., ; , .,. •.�-� %. ,� :,�,�� � 20 ELEV 1455 : WING WALL REINFORCING *ENGINEERED SOIL MEDIA v is G1 MAINTAINED BY RfteRSIO, *ENGINEERED SOIL MEDIA MAINTAINED BY AASHTO NO. 57 (1.5") GRAVEL, W -801 MAINTENANCE CFD " OHNE MAINTENANCE CFD CRUSHED AND WASHED AASHTO NO. 57 (1.5 ) GRAVEL, o 6" PERFORATED UNDERDRAIN CRUSHED AND WASHED 6" PERFORATED UNDERDRAIN- NATIVE SOIL-GRADED SMOOTH PIPE, WRAPPED IN 2-14' � PIPE, WRAPPED IN NOT COMPACTED r to GEOTEXRA FABRIC (TYP) 10' O.C. BASIN #1 NATIVE SOIL-GRADED SMOOTH GEOTEXTILE FABRIC (TYP) 10' O.C. NOT COMPACTED B 1- (SEE GRADING PLAN FOR LOCATION) DETAIL "D" (SEE GRADING PLAN FOR LOCATION) BASIN #2 ELEVATION # o o BbRETENMON BASIN EKYTTOM STAGE DETAIL "� SECTION B-B NOTES: TYPICAL S©07M BIORETENTION BASMI BOTTOM STAGE NTS 1. CONCRETE SHALL BE 560-C-3250. " NTS 2. EXPOSED CORNERS TO BE CHAMFERED 3. TOP OF HEADWALL SHALL BE PLACED APPROXIMATELY PARALLEL TO PROFILE GRADE WHEN GRADE IS 3% OR MORE. Ln 4. SKEWED PIPES: DIMENSION W TO BE INCREASED IN WIDTH OR LENGTH DUE TO SKEW OR MULTIPLE PIPES. 5. DIMENSIONS W, E, AND F ARE PER DETAILS SHOWN HEREON. 0 PERCENT RANGE COMPONENT a' cn 0 *ENGINEERED SOIL MEDIA REQUIREMENTS: 70-80 SAND 8 THE ENGINEERED SOIL MEDIA SHALL BE COMPOSED OF 85% MINERAL 5-2o SILT HEADWALL AND WINGWALL DETAIL on Q COMPONENT AND 15% ORGANIC COMPONENT, BY VOLUME, DRUM U) 5-10 CLAY NOT TO SCALE MIXED PRIOR TO PLACEMENT. THE MINERAL COMPONENT SHALL BE w CLASS A SANDY LOAM TOPSOIL THAT MEETS THE RANGE SPECIFIED IN STORM DRAIN CONSTRUCTION NOTESLli 0- THE FOLLOWING TABLE. THE ORGANIC COMPONENT SHALL BE NITROGEN W C" STABILIZED COMPOST, SUCH THAT NITROGEN DOES NOT LEACH FROM o THE MEDIA. 17 CONSTRUCT HEADWALL AND WINGWALL PER DETAIL ON SHEET 17 i Cz w (DIMENSIONS PER PLAN) 1 g CONSTRUCT CONCRETE DROP INLET PER RCFC&WCD STD. DWG. NO. CB 110 MODIFIED PER DETAILS ON SHEET 19 1" 10' t11 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 5 0 10 20 30 /� O WITHIN THE ROAD RIGHT-OF-WAY ONLY. O i NOTE: SEAL - ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: TRACT 31 632 IP # 150013 SHEET N0. ' WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788 McCRAY STREET SEE SHEET 1 p 0 COMMENCE UNTIL AN ENCROACHMENT PERMIT rWEBB RIVERSIDE CA. 92506 COUNTY 0'F RIVERSIDE 17 cn DIAL- TWO WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. �" '' � °�*�- � " PH. (951 ) 686-1070 SCHEDULE A p I= BEFORE DAYS BEFORE ,S o p - o A ASS 0 C I A T S FAX 951 788 1256 o u '' YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR � ) ST©KIWI DRAIN IIWIIsR©VEMEhIT PLAIN 1 o YOU DIG NO. C71 5U DETAILS of 19 SHEETS f � ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 013- TOLL FREE 1-800-227-2600 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL � ��, PREPARED BY: OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �?� �� �� R.C.E. NO.: SCALE: n.o A PUBLIC SERVICE BY MARK BY DATE APPR. DATE � o RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS 01F'�` FOR: W.O. COUNTCIA Y - N ERGROUND SERVICE ALERT DATE: 3V5.A H: V: SR CONESTOGA, LLC 15-0023 FILE N0. Q�C U REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY 6 1465 IF t PROPOSED 34" RCP (LINE B) SEE SHEET 13 FOR PLAN AND PROFILE 4:1 PROP. 18" RCP (UNE H) SEE SHEET 16 FOR PLAN .AND PROFILE PROPOSED 18" RCP (LINE i) / SEE SHEET 16 FOR PLAN AND PROFILE 1461.57 TW 1458.70 TW 1458.70 , 145T1N�/ 1459.95 \ i TW 1461. 0 6.70 INV o a INV 57.40 19 I 1459.20 1 ° H 30 RCP a ° 180 )RCP a a 11 6" PERFORATED PIPE L=10' / a s PROP. 30 RCP (LINE C) o° SEE DETAIL D HEREON \ / f a TW 1461.57 ' SEE SHEET 14 FOR ° o 1 -_ a o PLAN AND PROFILE a 1457.40 FS \ 1459.7 459.951 N` TOP OF BERM 1 �a TW 1 61.20 a 1459'7 17 WQ BASI N# 31\458.7 Fs o ° TOP/OF BERM � TW 1458.70 12, TW 1458.70 BOTTOM ELEV. 1458.7 a o o f TW 1458. 0 a \ 1459.7 SEE SHEET 8 ROUGH GRADING PLANS FOR TOPKOF BERM FOREBAY CONSTRUCTION DETAILS WATER QUALITY BASINS MAINTAINED BY ' MAINTENANCE CFDLANDI NTAINED BY VALLEY DESPARK AND CAPING AIRECREATION DEPARTMENT 1458.70 TW 1 6' 6" PERFORATED PIPE (L=10') 1458.70 TW 1' w p 1457.70 FS ccl- ° 17 �- PROPOSED " LINE D) SEE SHEET 15 FOR PLAN AND PROFILE WQ BASIN# 3 DETAILS = SCALE 1"=10' RCFC&WCD STD. CB-110 CATCH BASIN MODIFIED PER DETAIL ON SHT. 19 WINGWALL AND HEADWALL DIMENSIONS STORM DRAIN CONSTRUCTION NOTES 1461.40 TG HGL 1461.81 - - - - ELEV 1461.81 (PIPE HGL CONTROLS) LINE W (FT) E (FT) L (FT) F (FT) 17 CONSTRUCT HEADWALL AND WINGWALL PER DETAIL ON SHEET 17 Q100 W.S.L. ELEV_ __,,/-ELEV PER PLAN WINGWALL AND HEADWALL ( ) PER DETAIL ON SHEET 17 LINE C 4.29 2.59 5.65 4.04 LINE B ' ` 1459.2 TOP OF WEIR, H=1.2 (OPENING ONLY 3 SIDES) 19 CONSTRUCT CONCRETE DROP INLET PER RCFC&WCD STD. DWG. NO. CB DCV W.S.L. ELEV. 1459.20 LINE D 3.00 1.78 4.78 3.12 110 MODIFIED PER DETAILS ON SHEET 19 36" RCP ` V --- -- -- -- -- - - - -- - - ---- ---- - - O.C. . ,x. ,;:;; _ BASIN BOTTOM 6" CONCRETE W/ #418" 0 ri ,, F. :,..,, - , ^ " x/ :� " ,�, UNE I 2.42 1.46 7.20 5.80 < N \ F' F \ T h ELEV 1458.7 8 NYLOPLAST-ADS INLINE DRAIN x n AND GRATE OR APPROVED EQUAL �` �f�" 1456.70 ELEV . " '. f;'\.;, \,F •r„�/ ✓\ /�. iii \ \�' 4 THICK, 2 WIDE , ., GRAVEL SPLASH PAD ; 56.70 INV 6" PERFORATED UNDERDRAIN *ENGINEERED SOIL MEDIA DETAISEE Lr HEREON HOLE PIPE, WRAPPED IN AASHTO NO. 57 (1.5") GRAVEL, (-- GEOTEXTILE FABRIC (TYP) 10' O.C. CRUSHED AND WASHED FS PER PLAN (SEE GRADING PLAN FOR LOCATION) `x NATIVE SOIL-GRADED SMOOTH N F �' NOT COMPACTED D ETAI L "D" s 4 ~/ BIORETENTION BASIN BOTTOM STAGE W Fs PER PLAN 6" PEFORATED PVC 6 TYPICAL SECTION DRAIN PIPE (L=10') cn NTS 6" PVC DRAIN PIPELo s T (V' *ENGINEERED REQUIREMENTS: PERCENT RANGE COMPONENT SECTION H-H 2' 2' 6" CONCRETE W/ #4018" O.C. 70-80 SAND NTS cn U THE ENGINEERED SOIL MEDIA SHALL BE COMPOSED OF 859 MINERAL 15-20 SILT COMPONENT AND 15% ORGANIC COMPONENT, BY VOLUME, DRUM 5-10 CLAY w ► MIXED PRIOR TO PLACEMENT. THE MINERAL COMPONENT SHALL BE WEEP HOLE DETAIL 4"0 WEEP HOLES CLASS A SANDY LOAM TOPSOIL THAT MEETS THE RANGE SPECIFIED IN NTS 0 2' C/C ENTIRE WEBB U THE FOLLOWING TABLE. THE ORGANIC COMPONENT SHALL BE NITROGEN LENGTH OF WALL Li STABILIZED COMPOST, SUCH THAT NITROGEN DOES NOT LEACH FROM W cn THE MEDIA. i LLJ 1" = 10' t- W 50 10 20 30 0 V NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK p Q O WITHIN THE ROAD RIGHT-OF-WAY ONLY. 0 0 NOTE: SEAL - ENGINEERBENCHMARK: SHEET N'0. v A L B E R T A. ENGINEERING CONSULTANTS TRACT 31632 IP 150013 WORK CONTAINED WITHIN THESE PLANS SHALL NOT �f�, 3788 MCCRAY STREET SEE SHEET � w- a +any ,o COMMENCE UNTIL AN ENCROACHMENT PERMIT r COUNTY OF RIVERSIDE ��° F. �. coWEBB RIVERSIDE CA. 92506 18 , v < DIAL TWO WORKING AND/OR A GRADING PERMIT HAS BEEN ISSUED. h •�`' PH. (951 ) 686-1070 SCHEDULE "A" 7 `�F= BEFORE DAYS BEFORE W o o ��, FAX 951 788 1256 ©v NO THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASS 0 C I A T E S ( ) , d YOU DIG YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. N°• C71 W2 DRAIN IMPROVEMENT PLAN 19 ©a TOLL FREE 1-800-227-2600 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED BY: DETAILS OF SHEETS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE v ��' R.C.E. NO.: � o A PUBLIC SERVICE BY MARK BY DATE APPR. DATE +SOFA SCALE: FOR: W.O. COUNTY o 0-Z RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS sailCN UNDERGROUND SERVICE ALERT REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE: H: V: SR CONESTOGA, LLC 15 pp23 FILE NO. O) 3.50' ° ° ° ° ° '.. ° ° 2.95' BASIN OUTLET DATA TABLE ° — — A BASIN INVERT T1 SIDE OPENING T2 OPENINHEIGHTG T3 TG T4 V T5 19 ° 19 5.95' 6.50' 1 57.33 60.50 1.0 62.50 5.17 I ° 2 55.19 58.20 1.0 60.20 5.01 ° 3 56.70 1 59.20 1 1.2 61.40 4.70 o OPENING ° EDGE 0 3 TYPE 24-9 GRATES CONCRET I ° PER CALTRANS STD. D77A ° ° ° ° ° a� PLAN VI EW BASIN 1, 2 AND 3 OUTLET STRUCTURE 1" 3 TYPE 24-9 GRATES PER CALTRANS STD. D77A 1.20' r; 6.45' I J 3.45'- 0.25' 0.25' 0.33' 0.95' 0.33' T4 0.94' 1.00' i rm T3 T3 T2 T2 �- 0.25' 0.50' 0.50' FRAME 0.25' ANCHOR TS (TYP.) © T1 z ft 7.00' 4.00' ISECTION B—B SECTION A—A _, r w �w r "' w LLJLLJ0 0 - cf' w, I- NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK Q E WITHIN THE ROAD RIGHT-OF-WAY ONLY. : o C? o NOTE: SEAL — ENGINEER BENCHMARK: TRACT 31632 IP 150813 SHEET NO. 0 A L B E R T A. ENGINEERING CONSULTANTS WORK CONTAINED WITHIN THESE PLANS SHALL NOT 3788 McCRAY STREET SEE SHEET 1 �' • COUNTY OF RIVERSIDE Q o �"cn COMMENCE UNTIL AN ENCROACHMENT PERMIT M. RIVERSIDE CA. 92506 1 .:J 0 cn v DIAL 0 WORKING AND OR A GRADING PERMIT HAS BEEN ISSUED. �'�� t�°moo <c WEBB PH. (951 ) 686-1070 -SCHEDULE "p" d n i= BEFORE DAYS BEFORE � � z �• ASSOCIATES FAX 951 788 1256 no THE PRIVATE ENGINEER SIGNING THESE PIANS IS RESPONSIBLE FOR ( ) STORM QRAII' li�PROVEMENT PLAN � p t©C YOU DIG YOU DIG No. C71 19 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. DETAILS OF SHEETS p- 1-800-227-2600IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPAR BY: � TOLL FRSE civ►�- � R.C.E. NO.: "' i OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE APPR. DATE '�' SCALE: o a.o A PUBLIC SERVICE BY MARK BY DATE O. CAO FOR. W.O. COUNTY LL' RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONSVi/ a. ![ + SR ONESTOGA LLC — UN, RGROUND SERVICE ALERT COUNTY DATE. � H. V. C 15 0fl23 FILE N0. �[+'€ �_ _ REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER