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964w_spp (2)EXI NG EASEMENT dQKITES AN EASEMENT FOR PIPELINES, AND INCIDENTAL PURPOSES, /N FAVOR OF SOUTHERN COUNTIES GAS COMPANY OF CALIFORNN, IN INSTRUMENT REC. JUL Y 25, 1958 /N BOOK 2307 PAGE 122 OF OFFICIAL RECORDS AN EASEMENT FOR PIPELINES, AND INCIDENTAL PURPOSES, IN FAVOR OF RANCHO CALIFORNIA WATER DISTRICT /N INSTRUMENT REC. SEPTEMBER 21, 1993 AS INSTRUMENT NO 93--368845 OF OFFICIAL RECORDS. AN EASEMENT FOR GAS PIPELINE, AND INCIDENTAL PURPOSES, /At FAVOR OF SOUTHERN COUNTIES GAS COMPANY OF CALIFORNIA, IN INSTRUMENT REC. OCTOBER 31, 1949 /N BOOK 1119 PAGE 113 OF OFFICIAL RECORDS. PROPPROPOSM DISEME&Z N09 M PROPOSED PRIVATE H.O.A. LANDSCAPE MAINTENANCE EASEMENT GRANTED PER RNAL MAP. 2� PROPOSED PUBLIC STORM DRAIN EASEMENT GRANTED PER f1AdAL MAP. KEY &AP LEGL"ND mmmmmm SHEET LIMITS r � SHEET NUMBER L�� LIMITS OF WORK - DIRECTION OF STREET FLOW n B.M.P. MAINTAINED BY COUNTY C.F.D. Q 100 = 6.6 C.F.S. 010 = 4.3 C.F.S. fr�rJ rf ���J :-5—1 Q 100 = 5.5 C.F.S. 010 = 3.6 C.F.S. 4 22 21 ~` 20 18 17 �♦ 16 15 � ' 23 � 14 ' 24 , i I 13 25 TRACT BOUNDARY-,— I 41 ANNEXED I JI �rJ 111��% J fiJ f fiJ EMERGENCY OVERFLOWS Q 100 = 6. 0 C. F.S. STORM WA TER BMP 010 = 3.9 C.F.S WATER QUALITY BIO---RETENTION EASINS Q 100 =� S .0 .FS (LOT 70) MAINTAINED BY COUNTY C.F.D. 010 -- PER I DATED FOR STORM DRAIN LINE 'gyp PLAN AND PROFILE SEE SHEET 7. LEGEND L'RCP05 ,POMP -My STD 2 M.N . PROJECT BOUNDARY CENTERLINE CURE AND G17-rER CO. sm. 200, 205 CURB LOT LINE w A.C. PAVING AND BASE (CLASS I/) a P.C.C. SIDEWALK CO. STD. 401 a d z PUBLIC PEDESTRIAN RAMP CO. STD. 403 (CASE A) a P.C.C. CROSS GUTTER CO. STD. 200, 209 A EASEMENT LINE a a R.C.P. STORM DRAIN CURB INLET CO. STD. 300 z STORM DRAIN HEADWALL REVERSE SIDEWALK UNDERDRAIN J 3 a RIP ---RAP U 1-4 0- EMERGENCY OVERFLOW n. a STREET TREE (PER LANDSCAPE PLANS) SEWER MAIN 3 w SEWER MANHOLE WATER MAIN PER SEPARATE PLANS FIRE HYDRANT J` a o o a �a Know what's below. CL CL Call before you dig. 12 71 11 4f 10 , 9 , I 7 6 r STREET IMPRO4EMENT PLANS FOR., nWNFR/dPP//CdNT I 26 40 go 27 39 26 � � I 29 38 30 37 4f 35 l 31 34 if*- ftam AS i ME - Via• I11-W 1 /a �G PRIMARY ACCESS o ._ S S PRESIDIO CORNERSTONE FV, LLC DRIVE, SU17F TRENCHYA LLEY f6O SAN DIEGO EXECU�FORNA 9212 600 (858) 458� 9700 TYi654 -2 C/V/LNGINR I SB&O, INC. r ■o i i W- *000 �i 60 +1 521 61 72 r � 46 47 4 � r �r r 48 r r 45 � � 4 r 44 r 5 • � r 43 r 51 I r�rJ �� NO J JJ f J-� 9 0 3990 RUFFIN ROAD, SUITE 120 SAN DIEGO, CA. 92123 PHONE 858-560-1141 FAX' 858-560-8157 TRACT CONTACT. PETER R. SAFINO BOUNDARY W&-N/CAL 0 GEOSOILS, INC. 26590 MADISON AVENUE MURRIETA, CA. 92121 PHONE 951---677�--9651 CONTACT TODD GREER REFERENCE DRA WINGS ROUGH GRADING.- DWG. NO. SGR 140102 STREET LIGHTS. • DWG. NO. 140070 SIGNING AND STRIPING.- DWG. NO. 140070 E. M. W. D. SEWER / AND WATER.• DWG. NO. D-52389-52393 2 ► 52 LIST OF �B-B A VI A EXIST. EXISTING 53 R/W RIGHT-OF-WAY / TYR TYPICAL 54 F.G. FINISHED GRADE S. G. SUBGRADE 55 / T. C. TOP OF CURB F.F. FINISHED FLOOR 56 F PROPERTY LINE '♦ 57 58 59 ,• M. S. SECONDARY ACCESS / �F CENTERLINE M/N. M/N/MUM / P.P. POWER POLE S M. H. SEWER MANHOLE / S. C. 0. SEWER CLEANOUT G.F.F. GARAGE FINISHED fLOOR ELEVATION �r�r) rI1��r1 JJ fJ-J E.P. EDGE OF PAVEMENT D/A. DIAMETER E.O.E. EXISTING OVERHEAD ELECTRIC Q 100 = 8.0 C.F.S. V.C.P. VITRIFIED CLAY PIPE 010 = 5.2 C. F. S SO. FT SQUARE FEET L.P. LOW POINT U. N.O. UNLESS NOTED OTHERWISE - M. H. MANHOLE -- J.S. JUNCTION STRUCTURE ' STD. STANDARD DWG. DRAWING A. 8. AGGREGATE BASE - A. C. ASPHAL T CONCRETE FL' FLOWLINE FOR STORM DRAIN LINE "E--1 " PLAN AND PROFILE SEE SHEET 7. rr?rJ r7' 1\/:J. J J:J f J D � MAP � rr�rJ rr I��.rJ. JJJ fJJ� SCALE.- 1 " = 100' GRAPHIC SCALE 100 0 100 200 300 XI TIN EXISTING STORM DRAIN PIPE EXISTING CONTOUR EXISTING CURB AND GUTTER EXISTING STRIPING -- - - -- — EXISTING GAS ----- --- -- .. _ EXISTING ELECTRIC -- SEWER MAIN (PER E. M. W D. PLANS) WATER MAIN (PER E.M.W.D. PLANS) EXISTING FIRE HYDRANT EXISTING FENCE -X.- - - - STREET LIGHT a — C.F.D. APPOL [.FS 17 4!M PROA DRY SIGNATURE DATE ASSESSOR'S PARCEL.. Nkh"F 957-320-005 95� 20-006 F S U&CC TOPOGRAPHY �O R PHY TOPOGRAPHIC INFORMATION SHOWN HEREON IS BY PHOTOGRAMMERTIC METHODS PHOTOGRAMMERTY PROVIDED BY INLAND AERIAL SURVEYS, JOB N0. 13- 9073. DATE f Z OWV FEBRUARY 1, 2013. BASIS OF 8EANW-5 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 5, NAD 83 2009 EPOCH N.S R. S. 2007,, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUSLY GLOBAL POSITIONING SYSTEM (C.G.P.S.) "BILL " AND "ECFS" AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORN/A SPATIAL REFERENCE CENTER (C. S R. C.) AND/OR NATIONAL GEODETIC SURVEY (N. G. S.), RESPECTIVELY. THE COMBINED GRID FACTOR AT THE SOUTHWEST CORNER OF SECTION 18 IS 0.99990396. GRID DISTANCE = GROUND DISTANCE x COMBINED GRID FACTOR. DEC RATION OF, RESPONSIBLE CHARGf I HEREBY DECLARE THAT / AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE COUNTY OF RIVERSIDE IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. QROF E S S10y�C x tea, No.68547 ++ Exp. 9/30/17 *� AA RON PARKER R.C.E. 68547 DATE s� c1 v l �- 9TF OF, c CONSTIICT/4N NOTES STREET IMPRO a1E T ❑ DEsaRPriaN Q A.C. 0.38' PAVING = 2,319 TON, CLASS 2 0.50' AGGREGATE BASE 2,319 TON, 1,591 C.Y. ❑2 6" TYPE "A-6" CURB PER CO. STD. 200 AND 205. 4,900 L.F. 3❑ P.C.C. SIDEWALK PER CO. STD. 401. 25, 300 SO FT. ® P.C. C. CROSS GUTTER PER CO. STD. 209. 2, 600 SQ. fT. ® PEDESTRIAN CURB RAMP PER CO. STD. 403 (CASE A). AS SHOWN ON SHEET 8. 6 EA. ® PEDESTRIAN CURB RAMP PER CO. STD. 403 (CASE D). AS SHOWN ON SHEET 8. 3 EA. © GUTTER DEPRESSION PER CO STD. 311. 6 EA. ❑7 REVERSE SIDEWALK UUNDERORA/N PERT . IN5ML F0% 2�L FIM R 3 EA. ® CURB OUTLET PER 1 EA. L�J BLUE RETROREFLECT/VE PAVEMENT MARKERS SHALL BE MOUNTED ON PUBLIC STREETS TO INDICATE LOCATION OF FIRE HYDRANTS PRIOR TO INSTALLATION, 10 EA. PLACEMENT OF MARKERS MUST BE APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. 10 STREET NAME SIGN PER CO. RIVERSIDE STD. NO. 1220 AND 1221. 5 EA. STORM MIN NOTES` DESCR/PTI4N IJ,gNrlrr QUAANT TY 11 18 " R.C.P., 1350-D, STORM DRAIN. (WATER TIGHT JOINTS) 380 L. F. - 1© 24 " R.C.P., 1350-D, STORM DRAIN. (WATER TIGHT JOINTS) 45 L.F. 125 L. F. 0 TYPE "B" CURB INLET PER SAN DIEGO REGIONAL STANDARD DWG, D-2 3 EA, 3 CA FF (SEE SHEET 8). S/V$T*• fM%. r-rVMX AC OR Stp 300A ® HEADWALL PER DETAIL � . - 1 EA. TYPICAL: 1) REMOVE ALL REDLINE 2) SUBMIT A CLEAN AS BUILT WITH Aaron Parker stamped and signed as built plans all in black. Plans shall have the County File #. Obtain from Survey scanned copy of signed plans with County File #. Ask for Mike Nelson in Survey. 3) Resubmit in FTP site for County Transportation Plan Check Section approval. Transckr: Dennis, 10/05/2023 "VACANT" COMMERCE COURT TOWNVIEW A VENUE VICINITY MAP NOT TO SCALE THOMAS BROTHERS PG. 929, GRID B-4, B-5 2005 EDITION S18, T7S, R2W FAIRBROOK DRIVE / PROMONTORY PARKWAY Ok to process Construction Inspection Q�OFESSI�HgC Redline Corrections �oN Pq�� F� ❑ Changes Shown ® No Changes to Record m Developer / Contractor No.68547 MRepresentative 0Iv I\- P County Representative HZ OF C THIS PROJECT /S BONDED AND TO BE YSPECTED BY CONSTRUCTION INSPECTION DIVISION, Sf7 'E"T IN DU �SHEET NO. �ESCRIPr/ON 1 TITLE SHEET. 2-3 KEY MAP/TYP/CAL SECTIONS/DETAILSACUL-DE SAC PROFILES/ AND ADA RAMP DETAILS. 4 STREET IMPROVEMENTS - OLD CREEK TERRACE. 5 STREET IMPROVEMENTS - BELMONT HEIGHTS 6 STREET IMPROVEMENTS ROCKBRIDGE WAY AND HAMPTON COURT. 7 STORM DRAIN PLANS - LINE "E" AND LINE 'E 1 ". 8 STORM DRAIN DETAILS as- SUILr KERAL &2EU 1. IT SHALL BE- THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE L/FE OF COIVSTRUC77ON ACTIV777ES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR 7HE CLEARING OF THE WORK AREA, AND RELOCA77ON COSTS OF ALL EXISTING UTILITIES THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD LINES ALONG 7HE PROJECT FRONTAGE AS REQUIRED BY THE COND177ONS OF APPROVAL. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUC7ON. PHONE • (951) 955-6885 FOR PARCEL AND TRACT MAPS, J 7HE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1220, 1221, AND 1222 4. ALL WORK SHALL CONFORM 70 77•IE REQUIREMENTS OF THE RIVERSIDE COUNTY 7RANSPORT1770N DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS 5. IT SHALL BE 7HE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY 7HE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO, 461. IF CONSTRUC7ON CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING CENTERLINE OF RIGHT-OF-WAY PRIOR TO ROAD CONSTRUC770N, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, 77E POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH THE COUNTY SURVEYOR PURSUANT TO SEC77ON 8771 OF THE BUSINESS AND PROFESSIONS CODE SURVEY POINTS DESTROYED DURING CONSTRUCTION SHALL BE RESET, AND A SECOND CORNER RECORD FILED FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS 6. ALL UNDERGROUND FACILITIES, WI7H LAT5RALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WA 7E'R, ELECTRIC, GAS, STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE 77-IE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUC7701V REGULATORY, GUIDE AND WARNING SIGNS WITHIN 7HE- PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC ,AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUN77_ A TRAFFIC CONTROL PLAN MUST BE_ SUBMITTED FOR REVIEW TO 7HE PERMITS SECTION OR INSPEC77ON SECTION PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SECTIONS ARE TENTA77VE. ADDITIONAL SOIL TESTS FOR PARCEL AND TRACT MAPS SHALL BE TAKEN AND MAY BE TAKEN FOR PERMIT CASES BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SE'C77ON REQUIREMENTS, USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHAL TIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DA YS FOLL OWING PLACEMENT OF THE ASPHALT SURFACING FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPEC77VELY. ASPHALTIC EMULSION SHALL CONFORM TO SEC77ON 37, 39, AND 94 OF 7HE STATE STANDARD SPECIFICATIONS. 11. INSTALL STREET TREES IN ACCORDANCE WI7H ORDIMNCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES, AFRICAN SUMAC, LAGERS7ROEMIA INDICA. 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 13 AS DETERMINED BY THE 7RANSPORT47701V DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE S7RUC7Z1A AL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS ALL OTTER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL 07WER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING. GUIDELINES DATED OCTOBER 2009. 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR, INFORMAP7ON ONLY. BY SIGNING THESE IMPROVEMENTS PLANS, NO REVIEW OR APPROVAL OF 'THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY 7NE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 16. A. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE EL&INAT/ON SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A N417CE OF INTENT (NO/) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE -:A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR 7HE SITE': B, PRIOR TO ANY COIVSTRUC77ON, 7HE DEVELOPER SHALL PROVIDE 7HE COUNTY A COPY OF 7HE NO/ WITH A VALID AVID NUMBER. 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF 7HE DEVELOPER. 18. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTM DRAINED TO, OR JUST IN 77-IE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE 7HEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTA7ON DEPARTMENT. 19. FOR ALL DRIVEWAY RECON57RUCRON BEYOND RIGHT-OF-WAY, PROOF OF DRIVEWAY OWNER N0771-7CARON IS REQUIRED PRIOR TO CONSTRUCTON. SPECIAL. NOTES THE FOLLOWING NOTES ARE PROWDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE COUNTY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE COUNTY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DfWCES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 2. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTON OF NEW WORK. 3 BEFORE EXCAVATING FOR THIS CONTRACT VERIFY LOCATION OF UNDERGROUND U77LITIES THE EXISTENCE AND L OCA TION OF ANY UNDERGROUND U77LITY PIPES OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL EXISTING UTILITIES LOCA77ONS OF ALL EXISTING U77LI7ZES SHALL BE CONFIRMED BY FILED MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRK. UCTION OF WORK 4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY 07WER EXIS77NG LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 5_ WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE - SUBMITTED TO THE ENGINEER OF WORK BY A QUALIRE-D SOILS ENGINEER WHICH CER77FY THAT TRENCH BACKFILL WA,$' COMPACTED AS DIRECTED BY THE SOILS ENGINEER /N ACCORDANCE WITH THE ON -SITE EARTHWORK SPECIFICATIONS 6. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE COND177ON DURING THE COURSE OF CONSTRUCTON OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS ' REQUIREMENT SHALL APPL Y CON77N000SL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN THE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 7. THE PRELIMINARY PAVEMENT' SECTION(S) SHALL BE CONFIRMED BY TESTING, PERFORMED BY THE SOILS ENGINEER, UPON COMPLETION OF THE ROUGH GRADING. 8. DUANTITIES SHOWN ON THIS PLAN ARE FOR BONDING AND CONTRACTOR CONFIRMA77ON PURPOSES ONLY. THE CONTRACTOR IS TO ESTIMATE HIS OWN OUAN7777ES FOR BID AND NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES_ 9. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOT) THE FIELD CONDITIONS AT STORM DRAIN INLETS AND OUTLETS ARE PER 7HE- APPROVED PLANS IF FIELD CONDITIONS DIFFER FROM THE APPROVED PLANS, 7HE CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT SUFFICIENTLY AHEAD OF CONSTRUC7ON TO ALLOW REVISIONS TO THE PLANS, AND (TO OBTAIN) PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTALLING STORM DRAIN STRUCTURES. V lap 1lop A f GLR U TYPE WING TYPE PLAN ELEVAMN 1 �� �• ��- s" fiLR 012"a� (both v iyrs,) SECTION A --A '4 0 12" Qc (both ways) -4 'ev shown on plans (both ar ) ` 7 SECTION B-B WING W L REINFORCING ALT DET•A L C tli 01 i4 i (' RL uW Tqt, F A 18' 2'-3 I/e 1'-3` l 1'-tlj 3 2' 0.55 35 1 113 43 Q82 53 "1, k bi 24" 3'-1 7I$' 1'. 9' X-711r Z-6' 9.79 47 0.93 GD 1,22 73 1.36 86 3 1d 114 >I 132.M NOTES 1. wrote sbah t)e 5 t?mC-32S4. wnem U ba 3/r j�ha iere6 LEGEND ON PLANS I Multiple pupas to be set a distariice of } Z vM a I` m!P.h k°n5 between outside diomdm. of Alpos, 4, Top of hen&oll shell bM placed approx, :T iely perallef to profile grade Oen the glade is 3 u or more, 5. Skewed pnpea- DiMe^tion W to be k-We-i"d in widill or kength duo to skaw or muliipfe pipes, _ t fx For plpe *of[ t11k*nfts greater €loco "' use Alternate Detai° C. Rei3iorl By Approved Nte I iWUO11 END130 Rv THr: 'SAN IV-0 SAN t GO REGIONAL STANDARD DRAMNG �t r� STMDA (3 ', 0MOTEE lZf^vtMAL Kgirc sa{nl rAddtric T. $Wntor�: {; `SING AND U TYPE HEADwAI_LS ChF S•otLod t`, lct�ton �4f'fl,�' F:hlr�ri.�c•� R..�.€ 1,Z.t6T- Strnton fla/J9 FOR 18ry Tel 36" PIPES ����I�� D-34 1QT, Rfgjc 1kj 03/11 NUMBER A DETAIL -►- HEADWALL 2 NOT TO SCALE May be open channel R/W 74 ' RAW R1W 15' 44' 15' 5'. 7' 22' F 22' 7' , 5' � M MAX -------------- TYPICAL SECTION CAUM20 P-R-1yE AENST MAINTENANCE FA-CI1-I�_') NOT TO SCALE STX 10+00. DO TO J2f50. 00 PER COUNTY STD. 103 T.I. - 7.5 # 4 @ 6' OC both ways continuous AncW ----- --_ - �-----------L+ C� 1 1 lb Anchor 4" 2" 1- 6„ r_ -Dimensions shown on plans PLAN See Anchor -J4 ® 3' OC F-B Detail / Manhole frame and cover, see lei-2 f r, 4° mitt I J4 ® 3" QC total 4 M i A Li -Monolil g utter Elev shown on olors--:' One 4 Q 6" OC both ways Continuous -- - � ' .-x--- 1,4":1' Slope R" - e £icv shown on plods 4VT LB "' Remove existing SECTION A -A curb and gutter 3" X 3' Construction ioint 14 4 6" 1 OC both Kays �r 3� I � -_ T tFT- 3' SLCTION B-13 and conskruct gutter monolithic with curb outlet C Ftllt Weld i #5 6ar 10' 2-1 f2' x 2* x 1/4° x 4' golyar►ized steel ANCHOR DETAIL angle MOTES 1. Concrete shalt be 560-C-32,50. 2_ D=inside diameter of pipe or depth of channel, 3. Section to be sloped laterally with top conforming to the grades of the LEGEND ON PLANS existing sidewalk and curb. 4. Monhoie frame and cover may be deleted with open channel, 5. Trowel finish top surface and reproduce markings of existing sidewalk and curb. 6. Trowel finish door of outlet. 7. Provide Ile tooled,groove in top sla.4 in line with back of cu& Revision By Approved Date ADM BY THE SAN D1l:Go SAN DIEGO REGIONAL STANDARD DRAWING K431 SAL STN4DARtss OMWTME ORTGfNAI_ Kercheval12 75 Add Matric T.Stanton 03 03 Reformatted T.Stontcn 04/M CURB OUTLET _ .TYPE A c1i&Pemon R-CE- 19246 pate evised T.Stonton 11/08 DRAMNG �-�5 diFed ss. T. Re0k /11 NUMBER B DETAIL � CURB OUTLET NOT TO SCALE R/W 56' 10' 36' 5' 5' 3' 6' 1 j 4X 2X 2Z 1 .j e � 4" P.C.C. JOINT UTILITY 6" CURB AND SIDEWALK TRENCH (TYP.) GUTTER (TYP.) (TYR) O. 38 A.C. PAVING OVER 0.50' CLASS 2 A.B. TYPICAL SECTION -v OLD CREEK COURT, _BELMONT &MY-M ROCKBR/DGE WAY AND HAMPTON_ COURT NOT TO SCALE PER COUNTY STD. 105 T.I. = 5.5 SOILS R-- VAL UE' 48 PER. GEOSOILS, INC. SOILS REPORT DATED.- AUGUST 27, 2013. GEOTECHNICAL ENGINEER TO CONFIRM OR MODIFY BASED ON FIELD CONDITIONS Ok to process OF � f No.68547 i CIvI�- Redline Corrections ❑ Changes Shown No Changes to Record Developer / Contractor Representative County Representative HZ Know what's below. Call before you digs AS-BUILT z � LLI d U a � 0 2 E3 3 GRAPHIC SCALE LJ U z 0 Q 40 0 40 80 120 ca U 1�%No •r n. NOTE: L) / WORK CONTAINED WITHIN l HESE PLANS g SHAD NOT COMMENCE UNTIL AN i ENCROACHMENT PERMIT AND/OR A Q ORADING PERMIT HAS BEEN ISSUED. � W A"kip } N private enwr 5i *9 these plans is resWW for aswln, W oCCLIf 1:3 Know what's below. ark OCCeptobik if tlnp des* I7erNOfi. Irt the event Of "r&S a65N 0- after to 4 approval or Ag°Irg carfstrucb, the private e*nf shall be Call before you dig. responsbke For deter* an aceeptaVe solution and revue the flans For omroval by the county, l ,J z1 4�RI° ° ° °�= a 4 BNCHGV .c° E° WIDTH ° 8 4 ° 4 .° d d _ WING W. FACE OF CURB "A " F �, GUTTER TRANSITION PER STD. DWG. 311 TNSTMOL F o SST.L F:9 l.T6 K P6 R GSA W 3e * DETAIL �- REVERSE SIDEWALK UNDERDRAIN IJ AT 12" 0. C. (TYP) 12" LAP (]-YP.) CONSTRUCTION JOINT (-YR) W = 5 0.50' #4 AT 12 " O. C. (PRINC. TOP ST'L) SCALE • I" T 5' _ �r AT 12" O.C. (PRINC. TOP ST'L) h \ `#4 AT 12" O.C. 0.67' MIN. W = 6' NOT • ,g44 AT 9" CC INCORPORATE SIDEWALK INTO TOP W = 7' OF CINDERDRAIN AS INDICATED IN #4 AT 8" O.C. PROFILE. E SECTION --- REVERSE SIDEWALK UNDER, KTT NOT TO SCALE 4. D_' _ 5. 0' S. 0' R/WBECH - GUTTER TRANSITION I I WIDTH PER DWG, NO. JI f MAINTAINED BY- RCTD 1 v 0 o "A " o m ` 2.09 n 4 4 4 a �.1 a '£VERSE SIDEWALK LINDERMAIN TABLE D27 MODIFIED CURB SUPPORT 4.0' DETAIL PER STD. DWG. J04 INLET TRANSITION PER STD. DWG. J11 3.0' 1 " Mull. s _ ` GUTTER d � d 1 5a' VARIES �~ d ° ' 0. 60' TO 0. 67' < c ° #4 AT 6"O.C. \ ` a 50' " o #4 AT 12 O. C. #4 AT 6" O.C. SECTION WING A T REVERSE SIDEWALK UNDERDRAIN 11 16" R. 1 1/2", "A 'll /c, 66' 2 314 -41�, 4 1 i/2 �t 1 718 GUTTER rz� � R= t " FL OWL INE 1 ' ` `-- } PROTECTION 14 BAR! 24 ° � 3 �2 d ° ° 4 ' d 4 SCALE.- I" = I' >> CUT REINFORCING STEEL `3 61, TO CLEAR FACE PLA TE �Z `� ,s 2 � � a d � 4 1 1/4 d 4 Q.42' o t 118" HOLE IN PLATE o ADJUSTING NUTS TO BE 17GHTENED o 3 AND SECURED IN PLACE WHEN STEEL PLATE ANGLE IS IN o W h PROPER POS177ON �4 �o ~� 1/2" DIA. STIRRUP, 4 1 r WELD AS SHOWN d � a G �e _ d h _ d V d ° 1 44 ° °< d c ~ d ° ° d .NOTES -i I- d + FACE PLATE 5/16" x 10" ROLLED PLATE (ASTM AJ6) FORMED AS SHOWN (ALHAMBRA FOUNDRY NO. A-3911 OR EOUIVALENT) AND EXTEND LENGTH OF BOX. VAINTA/NED BY- CFD 2� FACE PLATE ANCHORAGE 1/2 " DIA. STEEL ANCHOR 42 " 0.0 (MAX.) PLACE AS SHOWN. PROTECTION BAR: PLAIN ROUND STEEL BAR I" DIA. SHALL BE INSTALLED WHEN NORMAL CURB HEIGHT IS GREATER THAN 6" BAR SHALL BE EMBEDDED 5" AT EACH END. SUPPORT BAR I" DIA. x 22 " LONG WITH SQUARE HEAD AND HD( NUT, BEND AS SHOWN. SPACING SHALL NOT EXCEED 4 FEET ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. rH-' DETAIL --- CURB .SUPPORT ? NOT TO SCALE t ,3 a a as � d a a a 4� G d P AT 18" O.0 " " #4 AT 12" 0. C (TYP.) gad � 1 o Q SLOPE a` 2.• 1 FACE OF STRUCTURE 1 l 4 d 4 Q 4 t a n 4 +� a a AT 12 " 0. C. (TYR) Q 3 AT 18" O.C. 4 t C4IRH INLET OPENING, SEE 3 VILLAGE STREET �F STA77ON OFFSET BENCH W_ WIDTH WING W. LENGTH SLOPE "A" "B" "C" "D" lV OLD CREEK COURT 11 +20..3.3 —18' 2' 6' — 17. 0' 4.24�r 130788 T. C 130705 I J06. 72 I J06. 00 lV OLD CREEK COURT 11 +28. 00 18, 2' 1 7' — 16.5' 5. JJ71, 1,.308. 04 T. C. 1,.307.21 I J06.88 1306.00 F PRO) 3 ENGINEERING COMPANY t P. 1�12 s W Igo-68547 m &--0 Exp. 9/30/17 * Lt� {Z`�!it�J s ENGINEERIN13 SURVEYING �3980 Ruffin Road, Suite 120 Sari >Ciego, Ca. 92123 MARS BY DATE APPR, DATE F F ase-Leo--r 141 REVISTD4S aF ' ti 95e-5F0--e-lS7 Fax ENGINEER COUNTY _.... ... - •P LENGTH -j NOT TO SCALE 41,1� 4-81 PREPARED Y: AARON PARKER BIO—RETENTION "D" BASIN MAINTAINED BY - COUNTY CFD RIP —RAP NO. 1 BACKING, L =4. 0 , BENCHMARK: RIVERSIDE COUNTY DESIGNA770N.• T--38-81 RESET. DESCR/P770N.• 2 1/2" AL UMINUM DISK IN CONCRETE CYLINDER STAMPED "RIV. CO. SUR. T J8--81 RESET JUL Y 89 " NGVD29, ELEV. = 1395.007 .L'" ' SCALE: R.C.E. NO. 68547 H, VARIES u, 1 "4' � f No.68547 1 C I v I,- 1Q/, Ok to process Redline Corrections ❑ Changes Shown ® No Changes to Record Developer / Contractor Representative County Representative HZ TRACT NO. J6546 2 I.P. NO. 140070 SHEET NO. COUNTY OF RIVERSIDE " SCHEDULE A "05 FwmH VALLEY l GO STREET IMPROVEMENTS DETAILS / CUL—DE—SAC PROFILES OF 8 SLATS FOR, W,D, COUNTY 96�w [FILE NO, AS= BUILT 7-'r? J 7' JV0 -�JJ f J o� 3 O�� ^ +i PAD-1 J�310.9 f WATER QUALITY BASIN G ` � 4 � O 2 •/ � (COUNTY CFD MAINTAINED) • 0 N , ra Lli S`LLJ p N ^ ^ IE f LLJ c� c ;f• J 4_ iti . tl t ^m � 11 f28 00, 18. 00'. RT.CL 7 �� \ / ,� W=7; O fao = 20.5 C.F.S. CJ zhcy a v a q -�� ` `` 1.0' 1307.73 VERFLOW ¢ ,�;i �'•� `` ` 0 , f 10*55. 77, 18.00' RT. Li � W a ACC �� p; � / Uj t`�► z QW f; i EC R, 1309.70 T.0 70 O \, �lA, �- $ 1WATER QUALITY BASIN F COUNTY CFD MAINTAINED LJ Ld JK TCL CL INT. ¢ 1Of 00.92 OLD CREEK COURT \� 20+77.03 CALISTOG4 DRIVE LLJ > \ LLJ 7r?Al 7' Vf) 55) f5 Y z z E3 L3 -j g NOTE- WORK CONTAINED WITHIN THESE PLANS i SMALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A a GRADING PERMIT HAS BEEN ISSUED. LW > T iv6R r . these n5 is r 51ble For a5 the acair Know what below. and cceptaWity ooF sir hem In re ent d dscrepandes nrdj I after c approval or g con5tructiann, the 04te engineer shall he Call before you dig. P-deterring and revising the for Q re or an acceptabe sd�n fans vai by W cm , 4 � 44 36 � BELMONT HEIGHTS h � SIT .S'HE£T 5 ^) � Ci Y- ^ oW CENTERLINE DA TA TABLE"• O Q BEARING RADIUS LENGTH TANGENT 1 N32 20'56 "W _ 86. 47' 2 62'2028" 300.00' 326.42' 781.48' 3 N29'5931 'E 393.34 ' 4 45'08 21 " 300.00' 236.35 124.69' 5 N75*07'53"E 28.00' 6 N14 52'07"W 20. 00' 7 N68'4339 "W 8 71 04'08" 1083.00' 773.48' 9 4234'50'" 1 194. 61 ' I4 63' 75.84' bfARi(�BY[DATE ENIXER A = sal I - REVISIONS �• • C o 6 _ a b .. 5y 50 i .,, 4 L ,r J J Jfi J- Sw E 9 O1D C 4ffff 0&&r � CONSMICmd NOTES . �1 A.C. 0.38' PAVING OVER CLASS 2 0 50' AGGREGATE BASE. 2❑ 6" TYPE A-6" CURB PER CO. STD. 200 AND 205. P.C.C. SIDEWALK PER CO. STD. 401. ® P.C. C. CROSS GUTTER PER CO. STD. 209. v PEDESTRIAN CURB RAMP PER CO. STD. (CASE A), SEE TABLE SHEET 8. 5� PEDESTRIAN CURB RAMP PER CO. STD. (CASE D), SEE TABLE SHEET 8. © GUTTER DEPRESSION PER CO. STD. 311. Z7 REVERSE SIDEWALK UNDERDRAIN PER Q 8❑ CURB OUTLET PER. CURB DA TA TABLE K Q Q BEARING , RADIUS LENGTH TANGENT DESCRIPTION t N3220'56"E JO. 76r' 6" CURB AND GTR. 2 622028 # 318 00' 346.00' 192, 36' 6" CURB AND GTR. 3 N29*59'31 "E 393.34' 6" CURB AND GTR. 4 45' 18'34 " 316.87' 250.58 132.25' 6" CURB AND GTR 5 N75'07'S3 "E 28.00' 6 - CURB AND GTR, 6 203'49'10" i 38.00' 135.18' 6" CURB AND GTR. 7 N81'02'57V 36.28' 6" CURB AND GTR. 8 46'00'36" 110 00' 88 33' 46.70' 6" CURB AND GTR 9 22'56'56 " 282.00' 112.95' 5724' 6 " CURB AND GTR 10 N29 59'31 "E 369.35' _ 6" CURB AND GTR 11 482455" 282,00' 238.29' 12,6 78` 6" CURB AND GTR. 12 N32 20'56 lY 30.70' — - 6" CURB AND GTR. BLUE RETROREFLEC77VE PAVEMENT MARKERS SHALL BE MOUNTED ON PUBLIC STREETS TO INDICATE LOCATION OF FIRE HYDRANTS PRIOR TO INSTALLATION, PLACEMENT OF MARKERS MUST BE APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT 10 STREET NAME SIGN PER CO. RIVERSIDE STD. NO 12.20 AND 1221. EAsFmnyr NOTL'S aD PROPOSED PRIVATE H.O.A. LANDSCAPE .MAINTENANCE EASEMENT GRANTED PER FINAL MAP. EXIST. EASMOC NOTES ® AN EASEMENT FOR GAS PIPELINE, AND INCIDENTAL PURPOSES, IN FAVOR OF SOUTHERN COUNTIES GAS COMPANY OF CALIFORNIA, IN INSTRUMENT REC. OCTOBER 31, 1949 IN BOOK 1119 PAGE 113 OF OFFICIAL RECORDS o Q�o�Essic" ENGINEERING COMPANY C e � �w N0.6854? m C( Exp. 9/30/17 PIL/-\MNING ENG[NEEPING SURVEYING clvkl- i� 3e90 Ruffin Road, Suite 120 q San Diego, Ca, 92123 APPR. DATE TF 'flF �A���°� ese-Ssci-1 141 COUNTY 85&5BO-B9 57 Fax __. PREPARED 4Y. AAR❑N PARKER Redline Corrections ❑ Changes Shown X] No Changes to Record Developer / Contractor Representative County Representative HZ o _NOTE p FOR CUL—DE—SAC PROFILE SEE A 6, e JJ ' 3 9 J / e *� NCB Qr� `r" ry V 8 % BENCHMARK,. RIVERSIDE COUNTY DESIGNATION: T 38-81 RESET. DESCRIPTION: 2 112'" ALUMINUM DISK IN CONCRETE CYLINDER STAMPED "RIV. CO. SUR. T 38--81 RESET JUL Y 89 ". NGV929, ELEV = 1395.007 Ail ! L ?l.ALD R.C.E. N❑. 68547 y, 1 -40' vR 1 -4' GRAPHIC SCALE 40 0 40 80 1,20 TRACT NO. 36546-2 P. NO. 140070 SHEET NO. COUNTY OF R1 VERSIDE SCHEDULE "A " 4 FRENCH VALLEY 160 STREET IMPRO VEMENTS OLD CREEK TERRACE OF 8 SHTS FOR- W.O, COUNTY FILE NO, 964w as- BUILT 12 /NT. 10*00, 00 BELMONT HEIGHTS 13t86.92 OLD CREEK COURT ra w z W w A z 0 0-1 0 w ce- w z z w w s m- 0 m W o w u z z Z mk'l;. 0 1312.50 f CPEDRAMPNO 5 / 11-1-71.61. 18.00' NOTE; WORK CONTAINER WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. Tk� private eag er sag h-2 fans is resp e For as5v @ the ace Know what's below. aro� acceptab�ity aF the desk hereon, In the event of �screpanrresVGM aFter county approval or caving construction, the private engineer sill be Call before you dig. res mHe for deterg* an acceptable solution and re*i g the plans For anal by the Cut . MARK I BY 1 DATE EGNEER REVISIONS APPR, I BATE CMNTY Q�1FESSrp R o t N o. 6 8547 Exp. 9/30/17 �,, cfvtiu� B XON : hfjFIGHIB ENGINEERING C❑MPANY PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Diego, Ca. 92123 S5e-560-1 141 e5B-560-815-7 Fax PREPARED BIY,, AARON PARKER DATE -i<� R,C,E, NO. 20f3237, 20.00' LT. CENTER CUL -DE-SAC GRAPHIC SCALE 40 0 44 80 120 BENCHMARK: RIVERSIDE COUNTY DESI6NA7701V• T-38-81 RESET. DESCRIPTION: 2 1/2" ALUMINUM DISK IN CONCRETE CYLINDER STAMPED "RIV. CO. SUR. T-38-81 RESET JULY 89" NGVD29, ELEV. = 1395.007 68547 SCALE y, 1 =40' V. 1 �4' CENTERLINE DA TA rA&E O A IBEARING RADIUS LENGTH TANGENT 1 N6843'39W 70.80' 2 36'09'51 " 300 00' 189.35' 97.95' 3 N75'06 "31 'E -,- 271.37' 4 44'15'08" 300.00' 231.70' 121.98' 5 N3D'51 23 "E 1 ?B. 4S' 6 2846'38" 300.00' 150.68' 76.96' 7 ; N8755'15 "W 20, 00' 8 N1526 41 V 9 N13"33'45-W 10 N29 59'31 "E ------ 11 6220 28" 300.00' 181.48' 12 44 05'17-° 193.73' 149.07' 78.45' CURB DA M TABLE A IBFARING RADIUS LENGTH TANGENT DESCRIPTON I 9843'10" 25.00' 4307' 29.13' 6" CURB AND GTR. 2 N68`43'39'WV 21.84' i " CURB AND GTR. 3 3609'51 " 282.00' 177 99' 92.07' 6" CURB AND GTR. 4 N75'06'31 "E 230.80' 6" CURB AND GTR. 5 34'04'44" 282.00' 167.73' 86.43' 6" CURB AND GTR. 6 N30 5123"E 124.33' 6" CURB AND GTR 7 56*22'08" 110.00' 108.22' 58.94' 6" CURB AND GTR. 8 N25'30'45'Y 10.27' 6" CURB AND GTR 9 207'35 30" 38.00' 137 68' 6" CURB AND GTR. 10 318.00' 159.72' 81.58' 6" CURB AND GTR. 11 _2_8`4638" N30 5123"f 118.45' 6" CURB AND GTR. 12 44`15'08" 318, 00' 24,5.61 ' 129.30' 6" CURB AND GTR. 13 N75'06'31 "E 158.84' 6" CURB AND GTR. 14 N75'0631 "E 26.51 ' 6- CURB AND GTR. 15 36 09'51 " 318. 00' 200 72' 103.83' 6" CURB AND OTR. 16 N_6843 39 "E 27.39' 6" CURB AND GTR. 17 95'1222" 25.00 41,54' 27.38' 16m CURB AND GTR. TRACT NO. 36546-2 1. P. NO. 140070 COUNTY OF RIVERS/DE SCHEDULE A FRENCH VALLEY 160 STREET IMPROVEMEIM BELMONT HEIGHTS FOR: W.O. COUNTY FILE NO. Ql SHEET NO. 5 OF 8 SHTS ASm&OUILT 1 r.• 1 y '4 rF .• r-• i:y Jtit - II f I• I I _M1 .. _ �,��+:§' ��.I,Rei. ti�JO�` ��`:'; •- 1p#��:!•k'h+ I• . .� �"� •nail' � � '��.5'�I--.—, A 9- __ __ - _ __ .I -' r • �.�- L� r r�; .L.. 1.•,,�• f _� �I � � fir, v , .— •� TL~ M r f rT r• r 1 1'f 1 Y SON P4"'1 F� C 15 � No.6854-7 f \J'a CIV I\- OK to process Redline Corrections ❑ Changes Shown ® No Changes to Record Developer / Contractor Representative County Representative HZ '; Lf1 t" r 41 ASm OUILT SCALE.' 1 " = 40' Jfi r FOR HEADWALL DETAIL SEE A 7``�:�� Li LiJ WATER OUALI7Y BASIN F' (COUNTY CFD LMIIVTAIIVED� CL A a z NOT FOR STORM DRAIN LINE AE I" PLAN AND PROFILE SEE RIGHT, z 0 U w L) STORM DRAhV DA TA TABLE T a b ERRING RADIUS LENGTH DESCRIPTIDN 1 N5'33'38 of 129.84' 24- R.C.P. 2 N7'30'15'"E 37 00' 24 " R. C. P. 3 GRAMIC SME w M 40 0 40 ^T ^ 80 120 c� NOTE: © WORK CONTAINED WITHIN o SHALL NOT COMMENCE UN ENCROACHMENT PERMIT 0 Q GRADING PERMIT HAS BEE A jThe prRate a eer jq*n these fans is r6pord m and ucceptn�iity of the �Sigr, here [n the eve Know what'sbelow. aaFter county approval or Ding c6trnctian, the a Call before you dig. respm-, a for deterftq an acceptable sdutivn a oval by the county. FA �J 54 5-1-3r n f r _ ...EXIST.--GROW I r I r' I - , i :. PROPOSED � EINf,SH�D ; . GRADE OVER ... . PIPE t. 1 V 1-320 I i r r r i f � yy -_._ CE �.k 5 rn r fr r , i , r , , � - - �'j 1■1 { h R V _ _ _ ... _. r M . RClp - - J79 25 L. r ^� 1'8" R. 0 P. ° .SAORM ORA%N .. Q 100 . r 1'ROf S 7N ' SCALE.•: 1 " = 40,..a 1 r .4,. (V).. � � 3 : t/ 14 u HAA/PTON COURT SEE SHEET 6 541 3 I CJ1-1 1 1 56 1 J No.68547 Ok to process Redline Corrections ❑ Changes Shown ® No Changes to Record Developer / Contractor Representative County Representative HZ ^ R`W R I `� 4"1 =� T - W its` Jr 1 B LAIONT 1 hH'IGr�` = {{ 4 SHEET 5 ry 5 1 I _— --•HEADWALL PER -__ _ ------------- a 4� �g X �� �J �© UQ 136 1 V �� N N 7�5. 95 Boa �q J—r �iQ J l ,j 56 fi% J� o�J�'o �� F 7°' 13 �Q ti ROCKBRIDGE WAY U SEE SHEET 6 9 5TOR — SEAfENT /VOTES NOTE FOR STORM DRAIN LINE "Em PLAN PROPOSED PRIMATE H. O.A. LANDSCAPE MAINTENANCE AND PROFILE SEE LEFT: EASEMENT GRANTED PER FINAL MAI? PROPOSED PUBLIC STORM DRAIN EASEMENT GRANTED STORM DRAIN DA TA TABLE BEARING RADIUS LENGTH TANGENT DESCRIPTION 3 3138,19 " 50.00' 27. 61 ' 14. 17' 18" R.C.P. 4 16"46'06" 312.00' 91.31 ' 45.98' 18" R. C.P. 5 IV75.0631 "E i JO 75' 18" R.C.P. 6 1 33'54'05" 50.00' 1 29.58' 15.24' 1 18" R.C.P. PER FINAL MAP. &A--')r-mZ1V1 N T CONSTRUCTION NOTL"S AN EASEMENT FOR GAS PIPELINE, AND INCIDENTAL PURPOSES, IN FAVOR OF SOUTHERN COUNTIES GAS COMPANY OF CALIFORNIA, 11 18" R.C.P., 1350—D, STORM DRAIN. (WATER TIGHT JOINTS) IN INSTRUMENT REC, OCTOBER 31, 1949 IN BOOK I119 PAGE 113 12 24 " R. C.P., 1350—D, STORM DRAIN. (WATER 77GHT JOINTS) OF OFFICIAL RECORDS 1� TYPE '$ " CURB INLET PER SAN DIEGO REGIONAL STANDARD DWG. D-2 PLAN NOTE (SEE SHEET 8). 1. STORM DRAIN LOCAI7ON DEVIATES FROM RCTLMA STD. DWG. NO. 817 14 HEADWALL PER DETAIL TO REDUCE UTILITY CONFLICTS: 2 ' 3% 1 SCALE= I" = 5' A DETAIL ~ HEADWALL 7 SCALE- 1 " = 5' AS-BUILT E �% �EirTiEtP�t 1�t=4t�F0RCHMO" AND RWR Icy. Approved Date CEO REOU)NAL STANDARD DRA1AIWO ct�mr�Ittal3Ea BY fEGON _ s a ns JE ` ORGM ifereiat+tsl I T. 5t3ninn 03/03 I LETS ANC WART NOTES A! DETAILS T. sty 04 s_s. T. � t DRY D-1 4�E�IT (i-�4f2l�Dh;3Ak_ AhJ11 FLOOR) ikfUul SPAR f}EPTH THICKNESS ItE1iFt3l�: TiRUACAMD LANDING DOME PANERAMP 112 L SLOPE a D FT NUN � tMAX� �a SCR FLOW UJPd ����� i � � � rV SLOPE F1 Y'Y IL7 1 E-F 4.00 pi Mt#r1 FT W Q_ SIDE SLOPE F r t) 1 LANDING WIDTH ~ � 4,00 Fr � a A ca w anUAcEUT TO f3a,cft�at= ctA�yr e r 1 JV Oad 0 oa °p GI p�cl pCJ O SJ T CROSSWALK ; 3A ifr Of !V SKV rcH I reo`Tts: LTti?N WWRER opJ 8Jv'�5C MAP (fFAWY,__.. _.... -DRAW hF`Fi-IRt2}2bTd DATE: - © NOTE: WORK CONTAINED WITHIN THESE PLANS Q , SHALL NOT COMMENCE UNTIL AN � ENCROACHMENT PERMIT AND/OR A Q GRADING PERMIT HAS BEEN ISSUED. a jThe private mffieer s€* these vans IS respoe For asgurlg the ucEur E3 UVlls ark oereptah�ity of the �s�, Wean. In the event of aisrrepandes ari5afg Know r�hat'S bel Q after county Wsnral or dur1;q :=allstr'tr:=tan, the private enoer shall he Cal f before you dig. respansbe For detem* an acceptable sdution and re&g the fans for a awravat by the catelty. NOTES 1. FUC? angle .shoes k7e cast into skrtacture continuous for the foil lerigth "t,": 2. Aft exposed metal parts shsaf? fje hot-chpppd gaivaniTea altar fOi}riCakiGn. 3. When Gairtl inlet Opening hoi'ght (1H) eRteects fi"> irlatplt IAA steel protection tror.Steei pYbe'.4'ti0s1 fray s#tcttf be embedded B" into curb irlke#.. 4. frrslhik addiiiriarol trays at 3--1%2" c#eur spacing above first sieei protection tier when e;,er:ing exs 13`. 5- When curb inlet a¢uen�t!q 1$ragth exceeds -f ins¢akf a"0 steel sr.ppork bolts spaced ct not more than 5" M. Revfs�r� 43€x��ia�++L ADA CURB RAMP INSPECTION REPORT - CA E D TRUNCATED 8 � r�R� Dote erclxe+ra: -2 `75.�- g Ee%+ eY H sera ol;:s�c 1R,AN !aQ RI�O�t1Al1, l3TAA1tDAR# I�RAW 1 r;P s7aWLMs ccl�C tex � ilRAVFli4G �9r1 �;;Jj Add Metric T, 5taat€m Ovas iy*4d T. StfNitw 02%� RAMP 3 DOME PANEL Si,.fJPE 3_0 F'I' fuflAl 8.33 iW#13: E.AND°1hFt; SLOE FLOW ILINI± 4' � SECTION AA19 Y or N ---- T RAMP- 1 i RAMP 2 SLOPE SLOPEJLANE31N43 WIDTH �.��`� MAX fi_�� MAX 6.elo FTMIN I 1 6er'Lt nr tarot rr FACE OF FACE QL OF 1 At A C 4 ':4 Q � ii D 0 a G C( OF R$ I eaaaR J4'6"1 CORIEliME : NW s8 $w N E S :+a ALL NEW CONSTRUCTION [' EXiSTfNG -• FLiI._L fiFCOF+aB7RtJCTfi]Al I � 1=X+8TfNi3 -MINOR MODIFICATION ROD TO EX€ST[fUia (II4f)NGy [� EXISTING - IiVV9TETOFiY QNdf..Y � CROSSWALK I - 13A I 1iamYom s&tcJl NaTfrS: LOCA`I'lO, J dEt9M@i=-R UN 1mDF_iC WvP (fP ANYx: -03tAalN14QRT'rIoAF2a4V MSMC70"4 t°7ATi=: -LAnrELflaatEt:vnrrEv -MARK RAMP =ATlpta sae M 2 F-ir marrhale frrime i 1 x� t� �- �4 1-1 around Ong � f Transition to normal curb height in 10` art both sides unless � wing, wiwa occur otherwise noted . 1 one or e: h s� s ram" B See Note 7 j --I- See !Vote 4f3- - - - Curt line -�-�4•rvdius PLAN 6 A � �- Edge of gatfet -Len th shown 00 arss slope to match ctutk Profile ar as sirtorart an plans See b- i 2 for cartiintrous g01V4niled steel toce ogle and protection bar SECTION B-B - #4 4 12" 4 #4 ,@ 5., 1-�„ line 10, unfe s 3 .. t;LR L#4 both � -- 7 I 2" Sec SDSRSD - i sides�CJ-iiA & DLLiIB � 4-#4 around pipe f2oundtd pipe end for t¢orizonkQl dt i .T e-17 t see 0- 6 t flaafing ition4f constfu,:taon joint i (wl$v shown reinforcement y 5 rain ahoMe invert on pldrls � .. Slope floor' list i �• ; 2_? 30 D Lap- towards outlet . trdna# Y T .3D 0 L.ap ttYPi c�oprrs{ructrort � joint 5' min Y is de'kerminsd by pipe 5iae-4' min, $` my. Ub4ve Invert?; (4' rrrirr) SECTION O.•-C - T (fie Note 11) T 3[J D trap ({yp} NOTES 51=OTIOPJ A -A 1. aW ��-11 A, a-11 6 & 0-1 2 for WtiQf1C11 flrJte� vnti a"Ike. 2. Types are designated on plans as follows: R {f* aving)..R--d (aft wing) or 8-2 (two wirrgs). 3. Maintain 1-1/2' clear s}xscit,g batwew, r$.infaming atrd _oncsetv sesrF%;e erflle5s othera+;se nated- 4. Steps shah be ins#ailed when exceeds 4'. See D-1 to for deWls_ 5. Concrete gutter to rtrotch adocerx? Buttm. 6. ,4n expansion joint shall be placed at the eno^, of tO inlet wh=:re kk c`tJt'D is to adj4en. T Provide 11'4-" tooled groove in top slab irr Iirre with back of adjacent curb, l3. waGe of aop Slob to to raietct+ streJlk finish and sii,pe- 9. If required kry locuf agency, extend tsr(r slab steel reinforcement 12° into adjacent s;deval#c. "0" LEGEND ON PLANS 10. Elevations strati be shown on plans where indicated by syrrtf5of_ I i. If rewired bar focal•ogenCy, enlarge curb "et tap to width of gdjoCerit sir#eirofk (X Y 7 not to -� exceed 5`-.6 ) by Jeogth �I inlet iric,latliag wingts'. Rehr#arcing steel stvaii be extended across enlarged top to Clear [°IistotlC@S shy. R.evisioat Byi A raa_ed Date� $AN ' D;I#eGC� REGIONAL STANDARD pRAWIMG RV RE r,�� ew�x+t� C�R.f(y1�1;4�. K rchevgl 1� � tS Add etr![ T. 55nnttm4:�w.' . ,a,6 �>�*�� R&,Y.fldtt� � C�B INLET - TYPE B,_�/� AS,[ A WNG D-,02£40d ye7 T. Reio31 1g%' NUllBER PEDESTIP/AN RAMP GRADE TABLE x Sep tot: e on Ut 11 B tar tarizC+nt¢} � �... - a_._�-� .o.• F and floor re'rn&rcenient 2° (EYP)� TYPICAL .BOX S1=t"T30f4 *CURB 14' "1 Approved steel reinforr-etl pa3Yrp1O1JYfe1te step STEP DETAIL NOTES 1. Concrete shall be 560-C-3250 unless otherwise mated. 2_ Reinforcing steel shall comply with. this drawing iD-11A and D-ilBj unless otherwise specified. 3_ Reinforcing steel shall be antermediaie grade deformed bars cgnforrnintt to Inteak .ASTA3 spaclFcafrons. 4. Bends shelf be in accordance with latest XI code. 5. MinitCrutn spdiiGe length fear rei nfo rcing sitaJl be _30 dibrilnter8. fi. Flbor 5hal`r trove o wood trowel finis{t and, except wheruwd e ds junction boxes, shoes have a minimum sloe of 1:12 toward the outlet, P. De* V is J?oensalred from the top of 4M structure tti tk,e flawlirFe of the box. 8. iVn€I i#ticJcrress and reinforcing steel required may he decreased in accardonee with table on U-118. 9. Wall tKidness shod he stepped on the �o.Itside 4f the box. 10 VVI'rerr the structure depth Y exceeds 4`, steps stroll be cast into the wall ok 15" intervals from 15° above hoar to thin a 2' of top of sintciure. Where passible plate steps in �vaiJ without pipe opening. otherwise aver opening of smallest diameter. 1 t.. AItermte step may be or, approved steel rt;an4GsC@d g4iyprtpylt?Jye step. 12, Upor, trpprovoi of the Agency, the rise of precast storm structures is actable as an alternate {i, east -in -place. Precast units shall conform to ASTkt stands and be manufactured in o permanent faei-ity desigared for that Purpose. p 11175 evisi�q L groaed Date Re�t�Erat�tr ay THE saw alEW °-�-� S,AN DEEGO >#tEMlJ4lt. STANDAltD DRAWMNG REc-twat, STArZuus 0010larTTIEE sgft4"L KerchevW 12f75 -� Add rA,ei,-:c T, Staratcn 63 jps �etar*na�tts6 T. Roo 04,f INLETS AND LEANOIlTS t 8'246 L54td -- - - Ee01�a T. �kor*a" 02109 NOTES AM DETAILS Q-11A Edited S. T. lel€rj ttt3f1 1 ff�BER RAMP C]EiSGiV CRITERIA RAMP NO. 1 2 3 4 5 5 7 8 9 10 11 12 13 1 D 5 8.33% 5 8.33% N/A N/A 5 2.DD'/o 2.00°r6 N Y N 2_ A 4 $AO% N/A N/A 9.5% 9.5% 4 1.5090 1.501Y0 N Y N 3 A 4 $.DO% N/A N/A 9.5% 9.5% 4 1.50% 1.5D% N Y N 4 D 5 8.33% 5 8.33% N/A N/A 5 2.00°rb 2.00% N Y N 5 A 4 8.009/. N/A N/A 9.59'0 9.5% 4 1.5(r% 1.5(7% N Y N 6 A 4 8.00% N/A N/A 9.5% 9.5% 4 1.5DtY 7..5D90 N Y N 7 D 5 $.33% 5 8.33% N/A N/A 5 2.00`Yo 2.0096 N Y N S A 4 S.DD90 N/A N/A 9.5% 95% 4 1.5096 1.5D% N Y N 9 A 4 8.0J7% N/A N/A 9.5% 9,5% 4 1.5D% 1.50% N Y N * RAMP DElSGN C"RlTERlA BASED ON RIVERSIDE COUNTY INSPECTION RfPORTDATED 9/22/15 G&0 ) 141 Fax o ega�ssto,�< ENGINEERING COMPANY c� w No.68547 r`' Exp. 3/30/17 x PLANNING ENGINEERING SLJF-iVEEYING 2990 Ruffin Rc)ad, sL,te 120 San Diego. Ce, 92123 F O >�H�B�-1 �1ARi{ BY DATE APPR. DATE aF ca.�-,� REV1SI�iS 8'=i8-56O-B157 COtIlJTY _-� BENCHMARKf RIVERSIDE COUNTY DESIGNA i10N.• T-38--81 RESET. DESCRIPTION.• 2 1/2 " ALUMINUM DISK IN CONCRETE CYLINDER STAMPED "RIV. CO. SUR. T-38--81 RESET JUL Y 89 ". NG'VD29, ELEY. = 1395.007 PREPARED BlYt DATE SCALDAAR❑N PARKER R,C.E, NO. 68547 A Nr___.__ Vs NIA Pqf, Fy No.68547 cIV I�- tiQ' aF C m-ZF Ok to process Redline Corrections ❑ Changes Shown ®No Changes to Record Developer /Contractor Representative�- County Representative HZ T??ACT NO. 36546-2 I.P. NO. 140070 SHEEN NO, COUAfrr OF RIVERSIDE SCHEDULE A8 "MENCJH GALLEY 160" STREET IAIPROVEAi�`IYTS STORM DRAIN DETAILS ❑F A SLAT S F1aRi W.D. COUNTY FIFE N0. 964w RAMP C]EiSGiV CRITERIA RAMP NO. 1 2 3 4 5 5 7 8 9 10 11 12 13 1 D 5 8.33% 5 8.33% N/A N/A 5 2.DD'/o 2.00°r6 N Y N 2_ A 4 $AO% N/A N/A 9.5% 9.5% 4 1.5090 1.501Y0 N Y N 3 A 4 $.DO% N/A N/A 9.5% 9.5% 4 1.50% 1.5D% N Y N 4 D 5 8.33% 5 8.33% N/A N/A 5 2.00°rb 2.00% N Y N 5 A 4 8.009/. N/A N/A 9.59'0 9.5% 4 1.5(r% 1.5(7% N Y N 6 A 4 8.00% N/A N/A 9.5% 9.5% 4 1.5DtY 7..5D90 N Y N 7 D 5 $.33% 5 8.33% N/A N/A 5 2.00`Yo 2.0096 N Y N S A 4 S.DD90 N/A N/A 9.5% 95% 4 1.5096 1.5D% N Y N 9 A 4 8.0J7% N/A N/A 9.5% 9,5% 4 1.5D% 1.50% N Y N * RAMP DElSGN C"RlTERlA BASED ON RIVERSIDE COUNTY INSPECTION RfPORTDATED 9/22/15 G&0 ) 141 Fax o ega�ssto,�< ENGINEERING COMPANY c� w No.68547 r`' Exp. 3/30/17 x PLANNING ENGINEERING SLJF-iVEEYING 2990 Ruffin Rc)ad, sL,te 120 San Diego. Ce, 92123 F O >�H�B�-1 �1ARi{ BY DATE APPR. DATE aF ca.�-,� REV1SI�iS 8'=i8-56O-B157 COtIlJTY _-� BENCHMARKf RIVERSIDE COUNTY DESIGNA i10N.• T-38--81 RESET. DESCRIPTION.• 2 1/2 " ALUMINUM DISK IN CONCRETE CYLINDER STAMPED "RIV. CO. SUR. T-38--81 RESET JUL Y 89 ". NG'VD29, ELEY. = 1395.007 PREPARED BlYt DATE SCALDAAR❑N PARKER R,C.E, NO. 68547 A Nr___.__ Vs NIA Pqf, Fy No.68547 cIV I�- tiQ' aF C m-ZF Ok to process Redline Corrections ❑ Changes Shown ®No Changes to Record Developer /Contractor Representative�- County Representative HZ T??ACT NO. 36546-2 I.P. NO. 140070 SHEEN NO, COUAfrr OF RIVERSIDE SCHEDULE A8 "MENCJH GALLEY 160" STREET IAIPROVEAi�`IYTS STORM DRAIN DETAILS ❑F A SLAT S F1aRi W.D. COUNTY FIFE N0. 964w * RAMP DElSGN C"RlTERlA BASED ON RIVERSIDE COUNTY INSPECTION RfPORTDATED 9/22/15 G&0 ) 141 Fax o ega�ssto,�< ENGINEERING COMPANY c� w No.68547 r`' Exp. 3/30/17 x PLANNING ENGINEERING SLJF-iVEEYING 2990 Ruffin Rc)ad, sL,te 120 San Diego. Ce, 92123 F O >�H�B�-1 �1ARi{ BY DATE APPR. DATE aF ca.�-,� REV1SI�iS 8'=i8-56O-B157 COtIlJTY _-� BENCHMARKf RIVERSIDE COUNTY DESIGNA i10N.• T-38--81 RESET. DESCRIPTION.• 2 1/2 " ALUMINUM DISK IN CONCRETE CYLINDER STAMPED "RIV. CO. SUR. T-38--81 RESET JUL Y 89 ". NG'VD29, ELEY. = 1395.007 PREPARED BlYt DATE SCALDAAR❑N PARKER R,C.E, NO. 68547 A Nr___.__ Vs NIA Pqf, Fy No.68547 cIV I�- tiQ' aF C m-ZF Ok to process Redline Corrections ❑ Changes Shown ®No Changes to Record Developer /Contractor Representative�- County Representative HZ T??ACT NO. 36546-2 I.P. NO. 140070 SHEEN NO, COUAfrr OF RIVERSIDE SCHEDULE A8 "MENCJH GALLEY 160" STREET IAIPROVEAi�`IYTS STORM DRAIN DETAILS ❑F A SLAT S F1aRi W.D. COUNTY FIFE N0. 964w cIV I�- tiQ' aF C m-ZF Ok to process Redline Corrections ❑ Changes Shown ®No Changes to Record Developer /Contractor Representative�- County Representative HZ T??ACT NO. 36546-2 I.P. NO. 140070 SHEEN NO, COUAfrr OF RIVERSIDE SCHEDULE A8 "MENCJH GALLEY 160" STREET IAIPROVEAi�`IYTS STORM DRAIN DETAILS ❑F A SLAT S F1aRi W.D. COUNTY FIFE N0. 964w