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965e_spp IN THE COUNTY OF RIVERSIDE gNIERAL IDT ENGINEER'S NOTES' OPER OWNER OR CONTRACTOR TO APPLY OF THE DEVELOPER/OWNER f 1 IT SHALL BE THE RESPONSIBILITY_..... . THE PRIVATE ENGINEER SIGNING THESEPLANSIS RESPONSIBLE FOR ASSURING H ACCURACY NT PERMIT SECTION FOR AN N E BLETHE OF DESIGN TRANSPORTATION N DEPARTMENT, E COUNTY T , T THE RIVERSIDE O TR T IMP V M NT PLA AND ACCEPTABILITY F TH AB 0 E DESIGN HEREON. I TH V' N E EVENT OF QUESTIONSDISCREPANCIES , - ' -WAY OR ARISING PUBLIC IC RIGHT OF MED WITHIN UBL RFOR , MTT FOR ALL. WORK PE RO HMENT' PES 0 NS R. ENCROACHMENT A AFTER COUNTY APPROVAL U IN . T E UOR DURING G CONS RUCTION OR QUESTIONS REGARDING 8L FOR SATISFACTORY ARD NG FIELD STAKES, THE .CCEPTED FOR PUBLIC USE AND TO BE RESPONSIBLE DEDICATED ANDA CONTRACTOR SHALL IMMEDIATELY CONTACT T PRIVATE HE ENGINEER FOR CLARIFICATION BEFORE DOING ANY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION WORK. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING N PT fi ITS MAY BE REQUIRED. RM A ACCEPTABLE SOLUTION AND ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERM CITRUS CI 1 SHALL BE RESPONSIBLE FOR THE CLEARING OF WORK REVISING THE PLANS FOR APPROVAL BY THE COUNTY. . THE CONTRACTOR/DEVELOPER V PRi ATE ENGINEER WILL NOT P' INSPECTION F ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING OF O BE PROVIDING D I NG SERV ICES 0R C{NNSTRUCT I ON REVIEW. THESE AREA AND RELOCATION COSTS 0 FUNCTIONS ARE THE RESPONSIBILITY OF THE COUNTY AND/OR THE GENERAL -CONTRACTOR. ONO THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF EXISTING OVERHEAD LILIES AL _ ENGINEER ACCEPTS APPROVAL. PERMITTEE MUST INFORM COUNTY Of CONSTRUCTION SCHEDULE AT LEAST 48 HOURS NO LIABILITY FOR SUCH FUNCTIONS OR WORD THEREOF. PRIOR TO BEGINNING OF CONSTRUCTION. TRACT NOo � 6475 PHONE: 951-955-6885 FOR PARCEL AND TRACT MAPS. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1220 &1221. PRIVATE ENGINEER'S NOTE TO CONTACTOR 4+ ALL WORK SHALL CO ORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS S0 THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS,LATEST IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. AND HEALTH REGULATION OF THE U. S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRI TI LL G AL RELA ONS CONSTRUCTION SAFETY ORDERS.. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL 5• ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH S ID REGULATIONS AND ORDERS. CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. 9'L '� R _ 6> TON CENTERLINE DIFFERS- PROVIDE A TIE TO EXISTING CENTERLINE OF RIGHT-OF-WAY.WAY. IF CONSTRUCTION CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE PRIOR TO ROAD CONSTRUCTION, SURVEY MONUMENTS INCLUDING CENTERLINE M0 ME NTS T E POINT SP, G CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS RECORDS S FILED WITH , REFERENCED OUT ANp CORNER EC PROPERTY CORNERS AND BENCH MARKS SHALL BEAND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL GOD SURVEY /CITYOF RIVERSIDE M D COUNTY SURVEYOR PURSUANT TO SECTION 8771 OF THE BUSINESS PROFESSIONAL E THE COU WORKING HOURS, AND THAT THE CONTRACTOR SHALL. DEFEND, INDEMNIFY AND HOLD THE OWNER AND CIVIL F FOR ILEA T AND SECOND CORNER RECORD POINTS DESTROYED DURING CONSTRUCTION SHALL BE RESET, S �' ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE 6. ALL UNDERGROUND FA4CILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE OF THE OWNER OR ENG I NEER. STREET, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING. SEWER, WATER, ELECTRIC GAS, THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON AND STORM DRAINS. _ THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY R A IN WH 7. CURB DEPRESSION AND DRIVEWAY. APPROACHES WILL BE INSTALLED AND CONSTRUCTED L O IRRIGATION LINES OSE NO. AS DIRECTED IN THE FIELD. ACCORDING fi0 COUNTY STANDARD NO. 2O6 AND/OR , LOCATIONS ARE NOT SHAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTI-CITY AND A MAINTAIN IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES TO INSTALL AND 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR ALL CONSTRUCTION, REGULATORY, .GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON MA AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. : ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. . WORK TO BE DONE TION OR INSPECTIONEC- A TRAFFIC PLAN MUST BE SUBMITTED FOR REVIEW TO THE PI-KNITS SECTION THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE SECTION PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. N �. PLANS, THE CURRENT COUNTY OF RIVERSIDE STANDARDS AND SPECIFICATIONS, AND THE LATEST DIT} F THE STANDARD SPECIFI TI fl P 9. ALL STREET SECTIONS ARE TENTATIVE. ADDTTIONAL SOIL TESTS SHALL BE TAKEN BY THE COUNTY w 0 EDITIONSPECIFICATIONS FOR PUBLIC}G WORK CONSTRUCT I flN ( GREE BOOKII). AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. >. I 1�P o �'q USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. �� '�- FOURTEEN DArs , ' � w o BENCHMARK ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN E � g 1O. i- RIVERSIDE COUNTY BM M-84-1971 DESCRIBED AS FOLLOWS: FALLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER w P YARD RESPECTIVELY. N 0.7 MILE SOUTHEAST ALONG LA SIERRA AVENUE FROM SHALL BE APPLIED AT A RATE OF 0.05 AND 0,03 GALLON PER SQUARE A � CJ T T E THE INTERSECTION OF LA SIERRA AVENUE AND VICTORIA AVE; w ' SHALL CONFORM TO SECTION 37 39 ANIS 94 OF THE STATE STANDARD a --� ASPHALTIC EMULSION SHAL CO J 50 FEET WEST OF LA SIERRA AVE; 32 FEET' NORTHWEST OF PP *170716 SE; 2 FEET EAST OF A MARKER POST. SPECIFICATIONS. v 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. 2 DATUM: : LOCA39 DATUM. LOCAL DATUM 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 461 AND THE COMPREHENSIVE LAKE EL SOBRANTE RD LANDSCAPE GUIDELINES: MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA), QUERCUS ILEX (HOLLY u c OAK),KOELREUTERIA PANICULATA (GOLDEN RAIN TREE). TH G LEGAL DESCRIPTION PARCEL 1. ALL THAT PORTION OF SECTION 32 TOWNSHIP 3 SOUTH ANG WEST A BERNARDINO BASE STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET E VICINITY [SAP , RANGE 5 ES SAN ERNAR N B 13. LIGHTING PLAN. AND MERIDIAN, AS SHOWN BY SECTIONIZED SURVEYOR OF THE RANCHO DEL SOBRANTE DE SAN JACINTO' ' 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE NOT TO SCALE ON FILE IN BOOK 7, PAGE 10 OF MAPSSANBERNARDINO COUNTY RECORDS, �'`f AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED BY SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND AND OVERLAY PARCEL 2: AN EASEMENT FOR ROADWAY PURPOSES, 40 FEET IN WIDTH. ET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED REQUIRED TO ME_ PARCEL 3: THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST TRAFFIC INDEX. QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 5 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLER BY MAP OF SAID RANCHO ON FILE IN BOOK 7 PAGE 10 OF MAPS, SAN BERNARDINO COUNTY RECORDS. WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON PARCEL 4.+ THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPING PLANS. ALL LANDSCAPING SECTION 33, TOWNSHIP 3 SOUTH, RANGE 5 WEST, SAN BERNARDINO BASE AND MERIDIAN. ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING GUIDELINES DATED OCTOBER 2009. ABBREVIATIONS LEGEND PARCEL 5: THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33 TOWNSHIP 3 SOUTH RANGE 5 WEST SAN BERNARDINO BA N '�. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. SE AND MERIDIAN, RIVERSIDE , , BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATECOUNTY RECORDS. FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. AC ASPHALT CONCRETE INDICATES CONSTRUCTION NOTE DESIGNATION Q BC BEGIN CARVE BCR BEGIN CURB RETURN 17. A) CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE DEVELOPER/O�1NER ENGINEER SOIL S ENGINEER' ,, T FILE A BM BENCHMARK ._... OWNERS/DEVELOPERS ARE REQUIRED 0 MINATION SYSTEM (NPDES) PERMIT. OWNER _f ELI _ ,.BOW BACK OF WALL W C COMMUNITIES N RICK ENGINEERING COMPANY ALTA CALIFORNIAIGEOTECHNICAL, INC. C. T BOARD (SWRCB) INDICATES CURB RAMP CASE A PER N , N TE. RESOURCES CONTROL B OF INTENT (NOI) tNITH THE STATE WATER RE ES , NOTICE I _TE V BEGIN N VERTICAL CURVE B C E I 3121 MICHELSON DR. SUITE 150 I E 5620 FRIARS ROAD 1 0 N P PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN COIR CIRCLE COUNTY OF RIVERSIDE STD N0. 4O3 � 0 7 N. MAPLE STREET, SUITE 1O8 FOR THE SITE. C&G CURB & GUTTER IRVINE, CA 92612 SAN DIEGO, CA. 92210 CORONA, CA 92880 CONTACT: RYAN THOMAS PHONE: (619) 291-0707 PHONE: (951) 509-7090 COPY 8) PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A CL CENTER LIN£ OF THE NOI WITH A VALID WDTD NUMBER. D/S DOWNSTREAM PHONE. 949-258-7541 CONTACT: CARSON EDGINGTON CONTACT. SCOTT GRAY 18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF DWG DRAWING PROPOSED STREET LIGHTDR DRIVE ADDITIONAL SIGNS AND MARK I NGS NOT INCLUDED IN THE SIGNING EC END CURVE PROJECT ADDRESS AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ECR END CURB RETURN PROPOSED STREET SIGN f' E TE HN1 AL EN IN ER N SITE G © C C C E 0 S NOTES QUANTITY ESTIMATES - VISTA. DEL LAGO N ADJACENT TO THEN PROJECT BOUNDARIES, UPON THE REQUEST OF THE CONSTRUCTIONO S �t QU S ELEV ELEVATION G ROAD AND BLACKBURN ROAD, DESIGNEE TO '...ROVE TRAFFIC COUNTY OF RIVERSIDE TR 36475 DIRECTOR OF TRANSPORTATION OR HIS DES I E IMP 12,630 EMWD EASTERN MUNICIPAL WATER DISTRICT PROPOSED DRIVEWAY ALTA CALIFORNIA GEOTECHNICAL INC. . , , TON Y SUNDER THE JURISDICTION OF THE DEVELOPER EVC END VERTICAL CURVE 170 N. SAFETY ON THE ROAD � PLACE 0.25 A.C. OVER 0.54 CLASS II A.B. (708,950 SF)..................................................... 13,000 C.Y. MAPLE STREET, SUITE 106 EXIST, EX EXISTING CORONA, CA 92880 26 CROSS GUTTER CROSS SECTION (PROFILE) ,- TON FG FINISH GRADE , ........................ C PHONE (951 ) 5O9 7090 19+ EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED 2 APPLY ASPHALT EMULSION .........................::.................................................................. APN T0, OR JUST IN THE PROJECT 0FL FLOW LINE EMAIL: SCO'TT.GRAYOALTAGEOTECH.COM TO, EXTENDED, ADJUSTED. DRAINED -R Parcel1: 270-070-004-4 VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM 3 CONSTRUCT TYPE A6 CURB AND GUTTER ( 6 C.F.) PER COUNTY.......................... 37,500 LF FOW FACE OF WALL 0 FS FINISH SURFACE Parcel3: 270-090-002-4 OF RIVERSIDE STD NO. 20.0 PROPOSED 5 WIDE CONCRETE SIDEWALK FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT GB GRADE BREAK Parce 14: 270-090-001-3 4 COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE............................................................... 513 SF HORIZ HORIZONTAL Parcels: 270-080-017-7 20. FOR ALL DRIVEWAY RECONSTRUCTION, PROOF OF DRIVEWAY OWNER NOTIFICATION O STD NO. 207A LN LANE PROPOSED 81NIDE DG TRAIL IS REQUIRED PRIOR TO CONSTRUCTION. CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTX............................................. 18,400 SF L LEFT OF RIVERSIDE STD NO. 209 MAX MAXIMUM m CONSTRUCT SIDEWALK (WIDTH SHOWN ON PLAN) PER COUNTY ................................. 150,900 SF MOD MODIFIED FLOGARD CATCH BASIN INSERT FILTER ® NO NUBER NOTIFICATION OF RIVERSIDE STD N0. 401 OC OUMSI E CURVE THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 48 HOURS PRIOR TO w, CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD NO. 403........ 48 EA OS OPEN SPACE STARTING CONSTRUCTION OR EXCAVATION, PCC POINT OF COMPOUND CURVATURE RIVERSIDE COUNTY ROAD CONSTRUCTION INSPECTION: (951) 955-6885 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY .............................................. 17,100 SF PI POINT OF INTERSECTION cn' 8 WESTERN MUNICIPAL WATER DISTRICT: (951) 789-5000 C OF RIVERSIDE STD NO. (WIDTH SHOWN ON PLAN) PRC POINT OF REVERSE CURVE SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7674 IAj367 SF PP POWER POLE LINE TYPE LEGEND SOUTHERN CALIFORNIA EDIsON COMPANY; (909) 930-8591 O RESIDENTIAL DRIVEWAY WITH A.C. DIKE PER COUNTY...................................................... PT POINT o .� o OF RIVERSIDE STD NO. 206 PVT PRIVATE LINE TYPE DESCRIPTION VERIZON COMMUNICATIONS: (800) 483-3000 24 EA R/W RW RIGHT OF WAY ADELPHIA CABLE: (909) T9,8-3588 Q M N P COUNTY OF RIVERSIDE STD N0. 1221......... � � � .,� � 0 10 INSTALL STREET NAME SIG PER UR RIGHT TRACT BOUNDARY RIVERSIDE COUNTY WASTE MANAGEMENT DEPARTMENT (951) 486-3200 IAJ CONSTRUCT DG MULTIPURPOSE TRAIL (WIDTH SHOWN ON PLAN)............................ 67,405 SF SCE SOUTHERN CALIFORNIA EDISON TYPE "CURB 1STA STATION 1 PER COUNTY OF RIVERSIDE STD N0. 405 (MODIFIED) STD STANDARD _ TYPE "A6"CUF'B & GUTTER INDEX OF SHEETS NOTES 12 CONSTRUCT 'T"RAMP PER COUNTY STANDARD NO. 403,................................................ 24 EA ST STREET CASE D, SHT. 5 OF 7 TC TOP OF CURB STORM DRAIN, SIZE PER PLAN SHEET NO DESCRIPTION 1. NO REIMBURSEMENT FOR IP NO. 150053 I to*� TF TOP OF FOOTING 1 TITLE SHEET 2. MAINTENANCE CFD FOR DESIGNATED LANDSCAPING PER LMD 13 CONSTRUCT LOCAL DEPRESSION PER COUNTY OF................................................................ 34 EA TW TOP Of WALL 2 SHEET INDEX MAP & SECTIONS LANDSCAPE PLANS RIVERSIDE STD N0. 311 3. MAINTENANCE CFD FOR WATER if . UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE........................................................ 7 EA TYF' TYPICAL 3-37 PLAN AND PROFILE SHEETS M R AER QUALIT FACILITIES LU 14 U/S UPSTREAM 38 CURB RAMP DETAILS '! m CV COI"I<11' 1 �1"II "IE:S STD NO. 309 (WIDTH PER PLAN) VG VERTICAL CURVE 15 SWING GATE PER RCFC STD NO. M820......................................................................................... 6 EA VERT VERTICAL W L A CITY VENTURES COMPANY W.S. WATER SURFACE THIS PROJECT IS BONDED AND TO BE INSPECTED SAWCUT LINE PER DETAIL ON SHT. 2........................................................................................... 180 LF YR YEAR BY CONSTRUCTION INSPECTION DIWISION 16 CAUTION: zFLOGARD CATCH BASIN INSERT FILTER MAINTAINED........................................................ 4 EA XDEXACT LOCATION OF EXISTING 17 BY.CFD UNDERGROUND FACILITIES IS NOTES: BGR We 150 18 1 UNKNOWN. CONTRACTOR TO 1. INSTALL STREET LIGHTS (SEE STREET LIGHT PLANS) c VERIFY IN FIELD. 2. SEE STORM DRAIN PLANS FOR PIPE AND INLET CONSTRUCTION (IP 150053) RCFCD PERMIT NO. DTi. 8 33C375376 6 carA w' - NOTE: SEAL-ENGINEER BENCHMARK= LP. No. 15©053 U. 5620 FRIARS ROAD TR 36475 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL SAN DIEGO,CA 92110 DIG ALEML 619.291.0707 TM NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT Q, r�FESS/4y (FAx)619291.4165 COUNTY OF RIVERSIDE w AND/OR GRADING PERMIT HAS BEEN ISSUED. ENGINEERI � rickengineering.com SCHEDULE A� San Diego Riverside Sacramento Orange Phoenix Tucson SEE BENCHMARK THE PRIVATE ENGINEER SIGNING THESE PLANS IS NOTE ABOVE CALL STREET IMPROVEMENT PCIS . RESPONSIBLE FOR ASSURING THE ACCURACY OF PREPARED U:ZDIRECTION OF: BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. WCITRUS HEIGHTS Il .., u7 r No.�sss9 F SHEETS 0- w YOU DIG. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPR. DATE ' Uj DATE BY MARK1.2 > APPROVAL 0R DURING CONSTRUCTION THE PRIVATE tr Q TRACT O 3647Uj _ _ _2 p Y ©�-- 1 SDD 227 6Q T 76519 FO DETERMI NINE AN EDGING ON SHALL BE RESPONSIBLE R ENGINEER a s R REVISIONS COUNTY r 0 ENGINES � , _ © _ SCALE, 1 40 FOR. : � W.O. COUNTY o_a UNDERGROUND SERVICE ALERT 0 � SCALE H. ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR F C A1- a w' ,. . i :. s. DATE. REGISTRATION EXPIRES 12 18 CW COMMUNITIES,: L C FILE Nfl+ L C Il at lust 2 working days prior to excavating. ,c ,�, � _ 9 Y P � APPROVAL BY THE COUNTY. DESIGNED BY. TW DRAWN BY. TW CHECKED BY. CPE � V: PLOT GATE: 11-(TCT-2(717 .IN 1T3 RA17358_Citrus Helghts\Chill\Sh6ets\IMpI'ovement-P'Ions\17358IP_01.dgn �O5.54 cfs PRIMARY ACCE SS ` _ ' •' i ` ,,�.----_-- -,/ ( --- ----,. TR 36390 - ._- -" ---- - ,,.-''--�- , �CITRUS HEMHTS I IMPROVEMENTS TRACT I . 36390 =3i1�s t ---'ET-AVEo�"'--- -- -. ' � .' ,A' PER I.P. NiO. 130045 PER FINAL MAP •,` • "_ :' -__---'' '- , .� SECOI4DARY �,/• N0. 2016-(3212875 .„ ,,. == ----"'T1ACT N0. 36390 / �" moi. °`• ACCESS -' �,>' REC. MAY 25, 2016 `�� 12 .j WATER QUALITY PER FINAL MAP / �. `�.,,�„�---- � ---� _ BASIN 1 Q 5 54 cfs • NO. 2016-0212875 ,-- -- Q100=23.98 cfs I _ _ REC. MAY 25, 2016 `j` - TO BE 10 �- 010 -3 of MAINTAINED BY CFD 100� ` ` R/W 60, R/W 30, 30' Q =10.79 ofj ----- ""-, 4� 7 (bio =6.5 cfs / RIV v 10' TC 20' 20' TC 10' 3 4 6 8 , � I 21 5 5 CURB & 2' 8' 14 SDWK GUTTER DG PATH 2 12 21 �� -_I �._ 1^ 14 ( 2% MA . 2 2% 2% MAX. Sia 13 20 11 26 A�' 6.0 '� � 13 35 ,_ � �. 141 F.. �` �i 1 ► 138 2`` 1.5 TYP STREET UNDERCUT PR©POSED A 1 1 , 2 8 J� � TRAIL TO BE Q FOR ROUGH GRADING � 9 P 5 1�"` ' UNDERCUT. DEPTH. A.P.N:. � ` � � UTILITY MAINTAINED 17 9 1 1 4 140 \' TO BE DETERMINED BY CFD 10 / 39 270-070-003 6 124 _ TRENCH IN FIELD (TYP) � 15 1 1 9 rn � 15.35 cfs 11 / - - � Q . 8.87 cfs 1' i0 Q Qm© - 164 cf 11 Q PROPOSED TRAVERTINE DRIVE MPA DRI T _ &CO SS VE (PUBLIC) /4 , 1 3 / 1 , f � 1 8 13 CLASSIFICATION: LOCAL STREET ..'� �`0 _ A.P.N. 270-080-003 NOT TO SCALE Q 2 8 v v -9.57 c;Ssj C R �,� R=25 TI=5.0 13 111 7 / 12 37 co Q� =5.65 c 1 7 . 31 N > 'G1i00=10.36 of R/W R/W 11 56 WATER QUALITY / 16 35 116 3 ''� , BASIN 2 46 4 13 a I 28 28 y 15 . ../ TC TC , TO BE 7 � � 60 2 10 18 18 10 MAINTAINED 10 Q =23.56 cfs 2' 5/301405' 5f1 10 5' �P BY CFD �� 14 9 - 59 1 � Qi0 =13.99 cfs SI GU,TBTER SDWK � MAX, 2/ MAX 32 '. © 108 2% 2! - 58 113 --,. --- - 4 57 3 A.P.N. 270-080-0..10 .��P 6.D 1.5'TYP A.P.N. 270-070-002 ` 31 43 56 STREET UNDERCUT.. 55 107 UTILITY FOR ROUGH GRADING UNDTO BE DETERMINEDiE "CUT DEPTH UTILITY 29 30 4 54 � . g2 �t�� � TRENCH 6 84 IN FIELD (TYP) TRENCH G 53 0 10 ` 81 a PR POSED AMBROSIA RT LD MEDAL T N 52 21 , _ O U _ , GO_ ED L CO�lR , GREEN BROWN WAY, PLANET COURT, POINTER COURT, 5 1 4 :_ 46 I �� 80 SEEM ESTHER WAY B UE LAKE COURT KING DAVID WAY LILY LANE.CAMBRIA COURT CARMEN CIRCLE 47 G 3O 7 17 48 5 49 8 MIRACLE LANE 87 , METEOR WAY, SPLENDOR LAME, � „�� .. �. 73 ` 03 DORIA COURT AND EMPIRE CIRCLE, (PUBLIC) 74 71 7 2 CLASSIFICATION: LOCAL STREET 49 0 9 NOT TO SCALE 76 pJ 89 G' R=25 T1=5.0 2 V O1 14 Q 19 ��.. '"! � 151 r`F qV 5 9h� R/W 56' R/W 0 1 1 v 00 - 14 1 1� A.P.N. 270-080-001. + / 28' 28' 96 1 99 O 1153 10' TC 18' 18' TC 1O' �O -� . ♦ I 2' 5' 1 5 2' 81p A.P.N. 270-070-006 6 97 9 98 � = SDWK CURB & DG PATH . � � � 45 1 4 Q 18.14 Cfs 2% MAX. GUTTER 2'/, MA 156 Qw =10.72 cfs % 2-% - ..----- Et 6.0 6.0' •'1 \ 93 7 ti�� 1.5'TYP 15 15STREET UNDERCUT Mq A.P.N. 270-070-007FOR ROUGH GRADING 4 Q100=67.18 cfs UTILITY UNDERCUT DEPTH UTILITY _ @8 Qio =37.69 cfs , TRENCH TO BE DETERMINED TRENCH ' IN FIELD (TYP) Q 61.90 cfs MARK ANTHONY CIRCLE 0=67.18 c Qioo=46.15 cfs \� Qio =34.78 of • io of 7 ( i� =25.75-6f-s CLASSIFICATION. LOCAL STREET NOT TO SCALE L \ < A.P.N. 270-080-018 R=25 T1=5.0 \ � 158 PROPERTY BOUNDARY 9 160 161 1621' 15' 1' Qioo _41.71 cfs - 1' 15' 1' Clio =23.98 cfs Ah 2%, 171 p►R 3"AC OVER 90% COMPACTED 3 CLASS 2 AB (10f. MAX SLOPE) iv J A.P.N. 270-080-018 NATIVE MATERIAL WHEN LA-..% SLOPE > 10%. 3" CLASS 2 AB 00 0 16 `� 1 7 WHEN SLOPE < OR = 10% n RCTD 15' ACCESS ROAD FLOOD CONTROL DISTRICT 15' ACCESS ROAD Cn KEY NOT TO SCALE NOT TO SCALE _ 200 100 0 200 400 600 KEY i� _ 3 SHEET NUMBER 6 GRAPHIC SCALE 1 - 200 0 A.P.N. 270-070-007 R/W TC 2' MIN OVERLAY SHEET INDEX MAP SHEET BORDER MULTIPURPOSE : 0.10' MIN THICKNESS SAWCUT TRAIL UD HIOR AS DIRECTED 1' MIN 10' . ! '.. 2, 2/ � CONCRETE 21 8 iW- q CROSS GUTTER CURGUTTER '"` V) �' 2% MAX. Q --.. 2/ N to _. :, <( r ---� w<D P Uj z , 6"DG SPLIT RAIL PVC FENCE PER a COUNTY OF RIVERSIDE STD. NO. 405 EXIST PAVEMENT NEW PAVEMENT MULTIPURPOSE TRAIL SECTION SECTION (MAINTAINED BY CFD) cv NOT TO SCALE Uj SAWCUNOIN DETAIL SOILS R-VALUE: 25 NOT TO SCALE PER: ALTA CALIFORNIA PRELIMINARY GEOTECHNICAL INVESTIGATION w -m cAUTION DATED; SEPTEMBER 28 2015 :z EXACT LOCATION OF EXISTING w' UNDERIGROUND FACILITIES IS W BGR NO. 150181 UNKNOWN. CONTRACTOR TO WDID. $ 33C375376 VERIFY IN FIELD. Cr NOTE: SEAL-ENGINEER 6�o FRIARS RonO BENCHMARKi TR 364`75 I.P. No. 150453' c� • z WORK CONTAINED WITHIN THESE PLANS SHALL 1 SAN QrEco,CA 92110 SHEET N0. p DIG 1 SAN D1.0707 rM NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT Q�;pFESS/p,Jr (FAX)619.291.4165 COUNTY OF RIVERSIDE w o AND/OR GRADING PERMIT HAS BEEN ISSUED. 4 q! ENGINEERING COMPANYSCHE©ULE A rickengineering.com i o Riverside r Phoenix Tucson �. �w .� � San Deg Sacramento orange a SEE SHEET 1 � ,. � I CALL THE PRIVATE ENGINEER SIGNING THESE PLANS IS � STREET I�IRO'�/EME�T PL�41 z RESPONSIBLE FOR ASSURING THE ACCURACY OF Q <c BEFORE m PREPARED U R HE REC N OF j* _ O DESIGN AND ACCEPTABILITY OF THE WORK HEREON. CITRUS HEIGHT II m� °G NO. F $ SHEETS c w YOU DIG• IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPR. DATE �r >P APPROVAL OR DURING CONSTRUCTION, THE PRIVATE s Q TRACT NO. 36475 1-800-227-2600 \ CARSON DGINGTON 76519 . ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN REVISIONS COUNTY �' ENGINEER a , = � n a UNDERGROUND SERVICE ALERT p \F SCALES H: 1 --40 FOR. W.O. COUNTY' - ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR f CAL _ ♦., R G P S 12 18 0-w :: DATE. E ISTRATION EX IRE F NO. ; , v tf CV COMMUNITIES LLC ILE Cali of best 2 working days prior to exco a ng APPROVAL BY THE COUNTY. DESIGNED BY. TW DRAWN BY. TW CHECKED BY. CPE V: R:\1T358-11trus Heights\C1vtI\Sheets\Improvement_Plods\17358IP_02.dgn PLOT MATE: 1'1-OCT-2017 JN 17358 9.29' PORTION PI=1219.31 C! 00 -:f 00 Ln C" ro 00 CIJ VZ + cli 0 18+40.75 =3 + 00 - 1220 ci 0! + C" V" - 0 0 G 1=5.00Y. M Ln 000 oo j + 00 100, VC 10 G2=6.50% 00 00d c0c) C' Ui O� v V_ V_ v .0 1,: Ap- 0,0 PI=1209.43 00 17!01 + ro 00 "'-0 + w__+_ TOP OF C:) 0 O� 00 $2 corn co w cj *� row.- 0 16+43.14 IV 1,j 00 000 ul U-) V, I . 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V_ V_ - 1220 rn V) n Uj O 'D LO 4 00 t-- CATCH BASIN.,- '0' '0 0) U, LEFT CURB '-0 + -uj 61.-0 43.14 LO Ch n c,� r IV- no PERReTD-- G1=8.00Y. -CATCH BASIN PER RCTD + 00 VX + C" ro 10 &__� I ''I'll 0 (.0 rn + M 0 + + Uj :z Ld o 00 8 - lrll_ v- T'rORM DRAIN I G2=5.00% al 51, Uj STORM DRAIN PLANS o C14 lot 01 r--,+ f- + C5 + PLANS Ln Q't­ 0 . + v- Ui oxi ro v f_> I z 1465 - 0 r-j- C>r,- c> V_ vl- >. I Iqr Lol C" �p " CL CC cc V_ 200, VC C>+ 00+ 00 Uj N lo + 0 00 0 PI=117'2.00 o Ln v IQ C" f�_ ko N 0 Uj + XIST. GROUND C; CM + 0 T. Uj Lq @ 11+75.06 0 9.29,1 PORTION. P 0 CL U) G1=3.50% J, rr r 9 + 448&--- = .", 0 C! C! LO f.- rn C-4 PI=121,9.31 0 PROP. 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NO. 130045 Nl 5*59'3 (2) COM 3"06' 19" 300.00' 330.42 RIVERSIDE STD NO. 207A FS 1167.21 <j) &ro CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RAMP 7 f k k N47006'40"W 307-10' RIVERSIDE SlTD NO. 209 2 39+3?.96 Ok 0 O ;m (I) N4 58-72 (P 7006'40"W CONSTRUCT SIDEWALK (WIDTH SHOWN ON PLAN) PER COUNTY TR 3 6 39Ma. '53'20"E OF RIVERSIDE STD NO. 401 Z 17 13 121 N42 .76 CONSTRUCT 'CURB RAMP CASE A PER COUN,TY OF RIVERSIDE STID NO. 403. SEE CURB RAMP DETAILS ON SHEET 38 Cl) LOT 'A' INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD OPEN SPACE F; CP NO. 1221 q 4 >�Oc CONSTRUCT DG MULTIPURPOSE TRAIL (WIDTH SHOWN ON PLAN PER, CURB ANNOTATION COUNTY OF RIVERSIDE STD NO. 405 (MODIFIED PER DETAIL & A �5,j4 IT 2�' lu 1 1 0 ? & 0 No. DELTA OR BEARING RADIUS LENGTH REMARKS TRACT 36475 BOUNDARY @ CONSTRUCT "T"RAMP PER COUNTY STANDARD NO. 403, CASE D, 5 j PER FINAL MAP =85'3945 .00' SHT. 5 OF 7� SEE CURB RAMP DETAILS ON SHEET 38 A 25 37-38 L CATCH BA -A SIN Hl R/W sp L on I CONSTRUCT DEPRESSION PER 2 TR 36475 2 A=85*39'45 25-00 37-38 4r+32.69 02 COUNTY OF RIVERSIDE STD NO. 311 1 'Z W=20.00 , V-8.12' CP N15*5939"'E 60-47 4 N15*59'39"E 60-47 -A Q10=1.71 CFS Nro SWING GATE PER RCFC STD NO. M820 J, 0100=1.56 CFS SAWCUT LINE PER DETAIL ON SHT. 2 X 6 71- A=630 16 280-00' 308-39 FLOGARD CATCH BASIN INSERT FILTER MAINTAINED A=63*06'19" 320-00" 352-45' BY CFD '0 I\wn\,) N,47*06'40"W 264-10 10 - X) N4 7 0 0,6'40 1 3,65.81 NJ 8 INAGE EASEMEN vll PER TR 36475 N47*06'40 W 15-72' 7,� FINAL MAP 3 , Ar-440 24124 11 35.00' 27-13' STORM DRAIN LINE Uj &-A4'24'24 35-00 1 27- 13 1 STORM DRAIN PLANS 3pe �EET 3 FOR PROFILE STORM DRAIN LINE Aa. .2 R Niq�EE. UL DRIVEWA2 Y All 4 15+5982 SEE STORM DRAIN PLANS X f��l __­�,_� \ S, DRIW SHEET 3 FOR PROFILE FLOOD qONTROL Z CO ACCE$S ROAD RCTD STORM DRAW TORM DRAIN LIN SECTION PER LOT 173 V) CCESS EAS MENT IN EASEMENT PER INST SEE STORM 'DRA;N ANSII'l D�TAIL ON BIORENTENTION BASIN PER TU-6475 :z NO. 2016-0539291 SHE�'ET 24 FO TO BE MAINTAINED BY CFD PROALE SHEET 2 0 FINAL MAP LOT lBl 0-4 REC. DECEMBER 5, 2016 N R/W 0100=5.54 CFS F_ Q 10=3.31 CFS @ CL CATCH BASIN H (n w _­_ SEE GRADING PLANS 0100=35.54 CFS 0_74 -it 15+04.69 CD RCFC & WCO STORM FOR ACCESS ROAD Q10=15.78 LU _:X RCTD STORM DRAIN PUBLIC ROAD & UTILITY W=12.00', V=5.02' DRAIN E�SEM�NT PER CONSTRUCTION DETAILS EASEMENT PER INST. AND A STORM DRAIN Q100=6.53 CFS SLOPE EASEMENT TR364 FINAL MAP NO. 2016-0539291 EASEMENT PER INST. Q10=1.04 CFS NO. 2016-0539290 PER INST. LU REC. DECEMBER 5, 2016 -0266664 LEI : CA T 10 N:- NO. 2017 1,ol REC. DECEMBER 5, 2016 15' EASEMENT IN FAVOR REC. JUNE 29, 2017 STORM DRAIN LINE A. OF SANTA ANA Z EXACT LOCATION OF EXISTING PLAN: TRAVERTINE DRIVE SEE FLOOD CONTROL PLANS w UNDERGROUND FACILITIES IS WATERSHED PROJECT 40 20 0 40 80 120 SHEET 2 FOR PROFILE NORTH ARROW ORIENTATION TO PRESERVE AUTHORITY PER INST. NO. 0100=164.0 CFS CURVILINEAR STREET ALIGNMENT BGR Wi. 1,50181 UNKNOWN. CONTRACTOR TO 214146 REC. 7-24-1987 GRAPHIC SCALE 1 40' WDID 8 33C375376 V) VERIFY IN FIELD. NOTE: SEAL-ENGINEER 5620 FRIARS ROAD BENCH MARKi TR J6475 I.P. No. 150053 U_ D rp SAN DIEGO,CA 92110 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL DIG ALEftl 619.291.0707 NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 11''IfESS/0* (FAX)619.291.4165 TM t,.� I ENGINEER.ING rickengineering,com COUNTY OF RIVERSIDE AND/OR GRADING PERMIT HAS BEEN ISSUED. SCHEDUL E A C:> San Diego Riverside Sacramento ge Phoenix Tucson THE PRIVATE ENGINEER SIGNING THESE PLANS IS SEE SHEET 1 3 :zl il V)C5 CALL STREET IMPROVEMENT PLANS RESPONSIBLE FOR ASSURING THE ACCURACY OF Pz PREPARED U E TH RECTION OF: B E FO FE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. CITRUS HEIGHTS II 0- n Q NO.76519 OF SHEETS: YOU DIG! IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPR. . DATE A TRACT NO. 36475 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE Nt 1-800-227-2600 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS COUNTY RSON VGIN N 76519 ,L cn CO + Ul + 0 rn U Lo U* C-11 + 0 251n Cli U.) �C�v T C;-- a_0 UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR OF SCALEi Hl 1 ' =40' FOR. W.O. COUNTY U, tlng. C TE: Zptfj 0-= DA REGISTRATION EXPIRES 12-18 F tk:zi cap at least 2 workIng days prior to excava OVAL BY THE COUNTY. D BY: TW DRAWN BY: TW CHECKED B V1 1 =4 CV COMMUNITIES, LLC or APPR DESIGNE RiMT3518-11trus Heights\Clvl[\Shoots\Improvement-Plans\173581P-03.dgn PLOTDATE: 11-OCT-2011' JN 17358 s r F ,�,.��,=�,�,,��_ ��,, .:.���W„w�� ,..._h_M .....�.. ,......,_ ,,,,,,.,,_ , ,»,»»»», ,H,....,,,,,, ,,,.H,��w��aWm�»,.���.., ,»,�,.�,»,�.,..,��,�»»»»»»»»».»�»»»»»»»,»,,,�,d,.,.w,,,,Hmm» co N o LnN0 - 1255 uj p oM © +rN`LpN Ln CD O © Go a N Nr p' M ■ N LC) TOP OF CO N Lf) rn m rN �N r LEFT CURB V � r— OST NM St�I' N 100, VC w � ern . toy's NV 4 PI=1233.37 ''w cn rn o r_ cs M °06 ap,'+ �N Opt- LEF OF '1' � - 1245 20+57.11 • rn rn «` . r` NN N+ MN -' 0 C:) rLF, c13 r- M r`r r NN rW r c.� G1=6.50%p o o ©lti-• i? � N C14 rn r. � � � N� �N r • Q r.� G2=4.00% o to N © O d' O to O” O ta's,+ M N J U- O ©p m O + 1M r H G_ LJ V- O � + tN N O N � N' O tCl ,r p c? t!1 I. 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GROUNDC�aror \ r- O > OO tit71 �Lo aM Nr rN f:L p co LEFT CURB �_• a, O Co O r_ + �"� N N - \ o N N . oD Nr r M P-- M a-- F + Cfl Lo O O r , CO r N. � O M ■ N € ,... »,� r „ »» T N+ NOC # X17 N O �; NC" + rV `N" 1 90.75 PORTION OF 100 VC N + N mN M ''� : - �- N TOP OF PI= ' O N �s+ N �N �- 18+40.75 > « r v MN' - + G1=5.00% �`' oo r- N -- RIGHT CURB G2-6■50 �a p oro LO + 0 Goa O /8� G4 � N Pr's *- © � CD 100 VC i + r N cli - tc, to Ln N rn N ,Q o r�trs ' TOP OF 1 < o e> r_ :- + N �COIN - PI=1233C%j .37 c o o RIGHT CURB - 1245 L�� ~ =o tci + °r° \ 20+57.11 c,, O cry p o + N, mo=w •-- RB� tn. N o0 0o N G 1=6.50/. o 0 W ,r- uj o to f'= RI, •r- + r Cv cG CL = Woro > G2=4.00%0 tri M � M N.r + rrs r N `- N C). r N N + Fri N 8 CATCH BASIN PER RC 'D .- Er to M CV rN cit x Lu Cn + Qk - r STORM DRAIN PLANS � .90.75' PORTION OF 100 VC N D rrs �— PI=1219.31 m rrV r cN Q 18+40.75 o g 3 G 1=5.00% o N�'-- G2=6.50% o c�,LO N _ f to m N \ 1225 - LoM �; zrr + N o o CON 3 o ar tOo co r g r LO o+oN TOP OF I + CO Cx;r � � PROFILE SCALE \ Y RIGHT CURB �r r 0o N �- �- PROFILE: TRAVERTINE DRIVE � � � � HORIZ 1"=40' DESIGN SPEED = 30 MPH VERT. -$ �., ..».»,,,, �, W_,�.w»,.», .��.�.»�.���,��W�M 1 .�.. _..... ...... .._. ..>, . ..r..�., W.rr � � w,,,., �n<, CONSTRUCTION NOTES 18 19 20 21 2 23 24 25 PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. APPLY ASPHALT EMULSION CONSTRUCT TYPE 16-CURB AND GUTTER ( 6"C.F.) PER COUNTY SHEET NO, 14 CENTERLINE ANNOTATION OF RIVERSIDE STD N0. 200 GOLD MEpq�, COURT 13, 10 INSTALL STREET NAME SIGN PER COUNTY 0'F RIVERSIDE STD N0. 1221 N N A. N©. DELTA OR BEARING RADIUS LENGTH REMARKS o +ti 56' o � N,47606'40"W 197-76' O11 CONSTRUCT DG MULTIPURPOSE TRAIL (WIDTN SHOWN ON PLAN) PER a, p . o �., 2 tcsco COUNTY OF RIVERSIDE STD NO. 405 (MODIFIED PER DETAIL ON SHT 2) N rN + co co c, 2 1=30°30'36" 300.00' 159.75' w 12 + tea* 1 1. , � °+' m � 12 CONSTRUCT `T RAMP PER COUNTY STANDARD NO 403, CASE D, M �,�, 8 1 .�-�, «� „ V c> _ , „ , NN r 3 x--13 02 18 300.00 68.27 SHT. 5 OF T. SEE CURB RAMP DETAILS ON SHEET 38 r 6'' c "' c`"`, 13 CONSTRUCT LOCAL DEPRESSION PER i i , v 5 I • o 'er ..�P' NO3°33'46"W 147.44, COUNTY OF RIVERSIDE STD NO. 311 LOT U f' ''-s'- `s' , COIL c c%IJ`%° ` 5 �6 3' 1 ►' OPEN SPACE Xr'r 10 --•.6 ry sN s°` r Q 0 2 1200 00 126 78 MAINTAINED BY HOA , rv3a'c� ► L 8 N730 23'56"E 80.80' cs 3 2���2 - S ' 1 1 fn 'L - _ N N R/ CURB OT AT 1ON 29 i t. U- o '� No. DELTA OR BEARING RADIUS LENGTH REMARKS l []1 N47*0,6'40"W 157.76' 01 N47 06 4O "W 197-76' _ � M � + .. o_ qI N R/W , , q P 3 L1r23 21 01 320-00 130■41 c's o �Q l q tl� C I +- 0 C7 B6-43-3254 � 06 1� $ � Y � � 4 280.00 212.82 Aa 0- 4- . tts rJ > o i9 m O r i •. \ sJ + � Q F �`' '� � /� 5 1�5 52 42 320.4 32. 6? �. 4 - •� �t .O - : � 6 NO3-33'46"W 147.44'. d� t Q tl-EL3 V S FS o a " �' �►', *�` 3 t1� � , EO riles !� , 4/ � 7' NO3 33 �� � 147.44' 2�1• v�-� Es N 1� 1 I FS •+ N ss oa 43 8' d364'03'12 1220.Of) 128■89 Luol / . • + + O LOT �' 13 9 636°03'12" 1180.00' 124-671 N -�'' Noco r 11 ��., „yr LOT 173 `�s . Z c� 0 0 aC STORM DRAIN LINE A. v Q` =' SEE STORM DRAIN PLANS C> 'r' SHEET 3 &4 FOR PROFILE / PLAID: TRAVERTINE DRIVE H 40 20 0 40 80 120 0 C A OUTION . GRAPHIC SCALE 1" = 40' EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO NORTH ARROW: ORIENTATION TO PRESERVE BGR �, 150181 _ VERIFY IN FIELD. CURVILINEAR STREET ALIGNMENT WDIDR 8 330375376 NOTE. 'SEAL ENGINEER � BENCH MARK y !lt_ 5620 FRIARS ROAD I.P. �� �51�f�� WORK CONTAINED WITHIN THESE PLANS SHALL SAN DIEGO,GA 9211-0 TR 36475SHEET 10. DALERT Y„ 619:291.0707 v NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT © V ESS/n FAx 619.291.4165 TM `� �y ) COUNTY OF RIVERSIDE' W EIVCJINEE�ING G�MPANY ricken ineerin .com- AND/OR GRADING PERMIT WAS BEEN ISSUED. �p �' _ � g �� � . HE ULE A Q C' ; San Diego Riverside Sacramento Orange Phoenix 7uesari THE PRIVATE ENGINEER SIGNING THESE PLANS IS SEE SHEET 1 V, CALL ,� STREET I PPOVEMENT PLAINS cv RESPONSIBLE FOR ASSURING THE ACCURACY OF -- � _ res PREPARED E 7HE ECTION OF■ I- BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. CITRUS H � � EICHTS II �- YOU DIGS rro.76519 8 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPR. DATE F SHEETS: 1-80'0-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE TRACT NO. 36475 ENGINEER SHALL BE RESPONSIBLE F R SIBLE OR DETERMINING AN :oG SON GINGTON 76519 ENGINEER REVISIONS COUNTY i r /:) '. _ UNDERGROUNDSERVICE ALERT U Ii.G_ �U � SCALE: 1 40 ]:OR-.ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR PF \ H. W.O. COUNTY a..� C p1. ■ _Coli ©t lec� t 2 warki d riot t0 a c©vatin . =o � DAT.. .E REGI TNo.S RATION P RES 1 1d .� EX I 2 8 9 y R 9 . APPROVAL BY THE COUNTY. DESIGNED BY. TW DRAWN BY. TW CHECKED BY■ CPE ��1t, 1 4 V COMMUNITIES LLC FILE T v i i +r �' RA1758 Itr I r w P \ 3 8 P 04.d n - _ 3 ..0 _ us He ghts\Ci tli5ets\Imp is �slnent_ Inns 17..5..T _ 0 PLOT DAM 11 0-CT 2012 JN 1? 58' O h , w T O000 LnNO00 00 i a 1 z O xa O oQMTQ _ ` � ©p-� + q fn M M TM 01 LO - 1290rr ; c� u7 N, CO© ko tiQ OOE. r UiLlLn ` cocli M O TP OF M+ oca p 'rNo © 4: cO LEFT CUR rn B� N z O T + O N T o Lri °ti° ` +oma ` ` TMT TOP OF o - 1280 y Q" o ,r, Q ► + c LEFT CURB p'M M o pT L[iLf7 + 01N MT p OpOi ',,., 1 • . 10 N T N � � T M CC1 O £ C� O Ln ac3 O- ■ a + A43 .,., .. , »,..e: M,.r.. ..,,,.»,,. »». . »,»» n :<., m.., ©i OM OT NO1 E� ( 00 � N � + _CO'> Mt� (V �yM � i _ • p oIN! 3 Qp M �Cid7 NN MT Lo + to12 O p Qap O ©; C%Ji, r- Ln 00 fy NT O O © c Lf) CR � � r MT � .�. ■ co � + O O Ln �+ M NN NT p + Op O r 0 TN K7T J �� CL LU W V O 000 O `r + N O M A � a � `- N MT �� mN O LnN © r' N Nom' O` p O tiLU + CO `— N MT °° oo LO Qo OR UjM 4 `T°■ + o ►+`- N T p + r°7 C! o + o '"' XIST. GRD`" ND ,� 0 U � LO . ;C%jo N NT oQ p � M CL �- - 1284 CL W N O ti iN C\jto N p a !d) °t + © t� "�1 � ' °° `rayUi = TSN NT o © + ti ROPFNISH / 1260 - o ,Mn ,M V to LO + U © o c`nv , N �SURFAC @ CL T o �� a • T N N N + + HLL O r ■ + N NT N o ■ Np00 Q �t TT T N � N / p O � Ll7 ? a7 <Q ; EQ ti •+ Q JN J © p pT ft- a7 N a a7 pM Q .� tiMN + SIJ W LLQ 117 a0 q+p N + Qe-- O x (47 NNMT .,» » » Ln N _. p p Q + a N 4 p t ate . - 00 LEFT CURB p o u7 � � N T,40 0 o Lf7 �- �, 00+ Q -GUTTER O � � ` + N o o In + co 0- ® Q•5© • 1255.12 0 . M + N '' `+° a r c`�'�I o r7 _- TOP OF 1250 - l' _ oM p + N Lt7 co M . -1' 25+59.77 TRAVERTINE DR. ti + cc N p M co,-- 06 + ti M k F 1!1 10+00.00 PLANET CT. o r- N M RIGHT CURB 0 0/ o ca ' M o ° NT p oT ,r, o tiL)ti© M7, f 1;.16a9 N CL> ` �` T M �" k p o M Lo '© N T Q t ago © ' ' �� TOP OF - 1280 L + o0 06:� « N O o c + M o N M RIGHT CURB 1260 p p N O a W Ln N T p T ori a� T _U :N N o �- N m N, N W O H O . U') ul LO N T O o � �1i N 0046 N N om- Lh C6 CO VL �"* Ln N LO N p T Lr7 + r i W J N `r N e- ( O O ®O © + f` N N z >� 1`— Lf7 O w § 0 IV OD N 0 LO 1254 Q o X17 + r- N ' "' f— p 000 O Vr ■ r Q WW O LnN M Qd O pM O � + tiN NT J OL O T Ln O +LC7, a) �p N N T / H p� N CGj Ln N T � O Oco + d� N O LO + TQ O 1`—O Ln lU C� N'T i 1264 - g _� , L0 - o4-0 �pO + 'C) � LO N " ��LO O N 1 + LoN "N e F PROFILE SCALE TOP OF N RIGHT CURB PROFILE: TRAVE INE DRIVE � HORN: 1"40' § 3 ■ - V - y� DESIGN SPEED - 3� MPH VERT: 1 S CONSTRUCTION NOTES 25 26 27 28 2 30 31 32 33 PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. 2 APPLY ASPHALT EMULSION ��,� CENTERLINE ANNOTATION 3 CONSTRUCT TYPE 16 CURB AND GUTTER ( 6 C.F.) PER COUNTY iV q 6 q� �' 0 No. DELTA OR BEARING RADIUS LENGTH REMARKS Q OF RIVERSIDE STD NO 200 'Q • �ti k��� xq�° '�'\L0 0 •yam (,�1 2°0T'52„ 1200.00, 41.63, 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 k �G ti �fl ;Z SICA G ,� _:�. . �+ L1r02 5324 300.00 15. 13 V G p CONSTRUCT DG MULTIPURPOSE TRAIL (WIDTH SHOWN ON PLAN) PER ,T I ON SHT 2) _ t x--96 23 47 300 00 504 73COUNTY OF RIVERSIDE STD N0. 405 (MODIFIED PER DE A L � C � � )► � � q3 12 CONSTRUCT `T RAMP PER COUNTY STANDARD NO. 403 CASE Of .a �$ 4 1 25 4927 300.00 135.22 SHT. 5 OF 7. SEE CURB RAMP DETAILS ON SHEET 38 Q FS 3 tp 0 � A--19'09'14" 300.00' 100.29' �.� 5 . Lp N88°16'06"W 126.40' 5q q3 '\�q•5� �G 261�� .o axe� :: . 01 �� Q�G �'Lhgxgq•off• F �G 4 9 ,� sa A IAN CURB ANNOTATION ��' C / No. DELTA OR BEARING RADIUS LENGTH REMARKS 1 P � R/W CP c�► 1 B�0 44 34 1220.00 15.82 t O i a 02 2°07'52„ 1180.00' 43.89' ro EF MgIN spgC , 3 &86041 ' 18" 280.00 423.64' SFS �2 "4 SP By X11 ® &9, 9017"!1 " 320.00 554.52' 3 :. y04 `s- � 3 M_ 6q5'4912711 320.00' 144.23' r t4•=25°49'27„ 280.0©' 126.20' 11\0 7 A--19'09' 14" 280.00' 93.60' \ � 3Loll 14=19°09'14 320.00 106.98' W �'� 28 1 2 29 o '/ Q STORM DRAIN LINE A. �� t- ' v SEE STORM DRAIN PLANS 3 _ 3 - SHEET 4 &5 FOR PROFILE TRACT BOUNDARY R/W w 4 d'- "` V) o ~ C> w m J CAUTION- EXACT LOCATION OF EXISTING PLAN: TRAVERTINE DRIVE W UNDERGROUND FACILITIES IS 40 20 0 40 80 120 NORTH ARROW ORIENTATION TO PRESERVE R We 150181 w UNKNOWN. CONTRACTOR TO CURVILINEAR STREET ALIGNMENT -ccVERIFY` IN FIELD. GRAPHIC SCALE 1" = 40' UID: 8 330375376 O SEAL-ENGINEER 5620 FRIARS ROAD BENCH MARK= I.P. No. 150053 NOTE. TR 3& 75 SHEET NO. a WORK CONTAINED WITHIN THESE PLANS SHALL SAN DIEGO,CA 92110 DIG ALERT �: c NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT QF ESS 619.291.0707 TM (�� (FAX)619.291.4165 CaIJNT Y OF RIVERSIDE W AND/OR GRADING PERMIT HAS BEEN ISSUED. q � I;1vc,r1>tERt,vc C�nFA1 � riekengineering.com 0 f n Di o Riverside Sacramento Oran"'e Phoenix SCHEDULE 4• San eg & SEE SHEET 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS STREET IMPROVEMENT PLANS CALL FOR ASSURING THE ACCURACY OF — '� ' ,� RESPONSIBLE rn PREPARED E THE ECT N OF: J E- BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. CITRUS HITS II tr7 NO. F SHEETS; . ' LU < YOU DIGS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPR, DATE � � r oc1-800-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE �' TRACT NO'. 36475 q 9 SON G N T 7651 N TY R IGDN PONSIBLE FOR DETERMINING A C©UN l ENGINEER SHALL BE RES ENGINEER REVISIONS � , = 4 F SCALE= �{� 1 4O -FOR.. W.O. 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VERT: 1"=8' E r»�».».>»»...,as.,,.,m,«.+.�.>w..,F.w.»»x.�x:..,,,»..,.>„ ,w..,.�:>...w.xw,,,rr ..._,,,..as,,.,.,,»..+.w,>....r.,,....,.: „,...:,.-,aa�a.:..>_Wv.. »»,,..,�»�x:>»wur,.:n.>»:,:w»�,wu,:»»»rr.»»»»»w�,».u.«„»>,,,.�,� ,.w»,»„>:,,....:->:»-..+�u,�k�»r..muhw»�a„xa«w.>.,;«�.uu,,...,,.x«,,.u,u,•xi+»x:. - .. '.. CONSTRUCTION NOTES 33 34 35 36 37 38 39 40 41 PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. CENTERLINE ANNOTATION APPLY ASPHALT EMULSION No. DELTA OR BEARING RADIUS LENGTH REMARKS CONSTRUCT TYPE 16-CURB AND GUTTER ( 6"C.F.) PER COUNTY < A--23° 18'24" 300.00' 122.03' OF RIVERSIDE STD NO. 200 � &18° 15'42" 320.00' 101 .99' 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 t4Q. 19 � A--34021 '57"' 320.00' 191 .94' CONSTRUCT DG MULTIPURPOSE TRAIL (WIDTH SHOWN ON PLAN) PER ET � 4 '6F1 100012811 400.00' 76.85' 11 E � +OUR �-rn �� � � COUNTY OF RIVERSIDE STD N0. 405 (MODIFIED PER DETAIL ON SHT 2) v�� R c + co q_ �" ��`!',► ° ' rr r " �� , 00-1 + 73 . z1 Lh�-18 O3 18 400.00 126.05 12 CONSTRUCT T RAMP PER COUNTY STANDARD NO. 403, CASE D, QIN 6 N C" SHT. 5 OF 7. SEE CURB RAMP DETAILS ON SHEET 38 � � 5 2s� `� '`' 74OUEEN 7 " &--34'°35'44 300.00' 181 . 14' n r ■ i ��` `' B 18' 1 U LOT 'P' WAY ° n � m �' �-� � NO3 0223"W 135.$1 ' �''0 1 ' 18 5 rm I-- OPEN SPACE h a ° r rr r ' ILA ,, x 36 h �. S6 $` N20 19 07 E 75.39 aA . 0, TO BE MAINTAINED BY HOA18 17 ` A A� cp NA ,� 3s, 1 r) T V 00 . . 75 T 5 �- '0 wtz CURB ANNOTATION P r; r- 3 �Q� 'a AWED �r's� N 36 Ri- 72 E MpINT p� ' � rn � .. �U ' � + TO ® x , ', No. DELTA OR BEARING RADIUS LENGTH REMARKS BY HOA p 35 - - ca "� ,i co R/W o :., _ �O pEN SP RCE D 1 6=2 3018'24" 280.00' 113.90' s � � p v„ . , . . .. • 0 T AI1dE � r 0 4 : BE MAIN a 2 A 3"18'24" 320.00 130. 17 N c� 9 ; � o 8 -:. 3 X11°29'45 340.00' ' E04 00 :•.. -n o�r 8 c3 ( o 1��=52 37 39 300.00 275.56 U) A o + + R/W 39 _ 40 M 4 3 SON _ 6 ° r " • r r �1 _ 5 L27 36 01 340 OO 163.78 W W• O y' - F r u r ,o �, o z � �, _ Q � 03 02 380 00 26 86 g•43 1 � � � � � o 0 2q a 5 128 -o .+ 7 F _ n A 70 " �► '9S ( 7 x-29°03'46" 420.00' 213.04' W "' � , LT\ OP ,J Q ► Z` W N Z G M Q R8 &I I°05'53" 380.00' 73.60' V 0 ,Q c� r, /Z a ca o At 11' c-) c' �,, 12 L4 34°35144" 320-00' 193-22' �W-- �, x o ' Q ' W w w a 1 c� c� c �'� t_ ct� , 00 1 X34035'44" 280.00' 169.07' ,'�, W o -y 0 �,N STORM DRAIN LINE A. ^-iAF " ' 00 � `Jo, 12' � co� o SEE STORM DRAIN PLANS a .�. �' W D SHEET 6 & 7 FOR PROFILE00 00 r r cn Q :P © co Q• �a0r3 " � 0 _ r` + � w m UJI v CL Gi CL CAUTION W EXACT LOCATION OF EXISTING PLAN: TRAVERTINE ©RIVE UNDERGROUND FACILITIES IS ao 20 0 4o So 120 ~ � UNKNOWN. CONTRACTOR TO NORTH ARROW ORIENTATION TO PRESERVE BGR NO, 150181 d GRAPHIC SCALE 1" = 40' CURVILINEAR STREET ALIGNMENT �I '. . V) VERIFY IN FIELD. > U_ NOTE: SEAL-ENGINEER 5620 FRIARS ROAD BENCH MARK= LP. No. 150053 U_ WORK CONTAINED WITHIN THESE PLANS SHALL SAN DIEGO,CA 92110 TR 36475 SHEET NO. 0 DIG ALER)� 619.291.0707 0 NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT OF ESS/ (FAX)619.291.4165 TM Q� ET�iGINE)yFLING CoM1�r r�1Y ! ricken ineerin .com COUNTY OF RIVERSIDE AND/OR GRADING PERMIT HAS BEEN ISSUED. _ o � g $ SCHEDULE A }•- F San Diego Riverside Sacramento Orange Phoenix Tucson THE PRIVATE ENGINEER SIGNING THESE PLANS IS ��`' l SEE SHEET 1 6 CALL .� - _ STREET IMPROVEMENT PLANS c.v RESPONSIBLE FOR ASSURING THE ACCURACY OF ' PREPARED 1NDE T IRECTION OF: BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON, W , 9 + - W< YOU DIG! IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY No.�sS q -� CITRUS HEIGHTS II �� DATE BY MARK APPR. DATE * VL F SHEETS , APPROVAL OR DURING CONSTRUCTION, THE PRIVATE �' Q TRACT NO. 36475 W o o a. 1-800-227-2600 ' q ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN CARSO ENGINEER REVISIONS COUNTY � EDGINGTON 76519 - _ U , o r` ER I E ALERT F 1 40 FO-. UNDER�rROUN S V ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR 4F \\ SCALE H: W.Q. COUNTY ' W CL Z C A ter► o excavating- DATE: REGISTR Call dt lea. t 2 working dayspriortREGISTRATION EXPIRES 12 18 � 9 Y . APPROVAL BY THE COUNTY. DESIGNED BY. TW DRAWN BY. TW CHECKED BY. 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PER COUNTY 75 � � L�-13°Q7'S5" 3QOi Q0' V8.76' OF RIVERSIDE STD NO. 200 8 , ` LOT i i 0�9°'_07'11- 14" Soo QQ' 47.76' Ma tip M F RIVERSIDE STD NO. 1221 CE f38°11 `40" 45QOO' 295.98' 1© INSTALL STREET NAME SIGN PER COUNTY 0 4�a� �,cy n C/ � OPEN SPA Er TO BE MAINTAINED ti CONSTRUCT DG MULTIPURPOSE TRAIL (WIDTH SHOWN ON PLAN) PER N a &33042'09"' 450.00 264.70 M wHOA 11 � 4VO BY ,/,�COUNTY GF RIVERSIDE STD NO. 405 (MODIFIED PER DETAIL ON SHT 2) c M S , 5 1}x15°07 37 450.00 118.81 coo r s (/ 13 ► 12 CONSTRUCT T RAMP PER COUNTY STANDARD NO. 403, CASE D, /� v O ��S ° 1 /1 ' ¢�,`�' c < 98 N49 5g 29 E 67.23 SHT. 5 OF 7. SEE CURB RAMP DETAILS ON SHEET 38 Q 1� 2 � x n .s R � � y ppm '7 N20°58° 15"E 380.96' 13 CONSTRUCT LOCAL DEPRESSION PER d` 7 6 ;� X � OpcP > TY OF RIVERSIDE STD NO. 31'1 ti h ,c`dx O� p ° / " COUNTY e 6 x Qa „ �' o`z s c 1 F o T S12 47 O6 E 156.34 �^� 2 •paCfj ng qtr ✓ Al00 07 1 SO 49 v �~ .`Qcc, .� � FO CURB ANNOTATION 97 ca M ? R/W 3'j No. DELTA OR BEARING RADIUS LENGTH REMARKS / ". `` % SEE SHEET NO. 24 sg o 1 "J N C/ 15 58 20 320-00133.36 p- l C 0 1 r/ t , ' / cr) �,- KING DAVID WAY r-r ik 1 1 : 280.00 108.75 V M ka d- 4 d , /, r i V o T + 0 56 r-, o a � a � co N ,r= D � 3 �1 57 39 320'.00 10.95 �L - p O ti t_ <v . 2 Er � w- N cS' N V_`El ♦ • Q CT> +ao �n , • � A .. 1 4 1 -32 O6 22 43O Da 240 95 O �' 9 Q J'_ D o A eta #- c- I + cP 18 C' n � <v a N 1 1 rn r1r 6 E • _ 1a , - c . e .. , 470-00' 548-89' Q _ s n _ 5 _ A�6 54 49 J 3 36 N x !` H � cs � E �. c, _ E 3 Q q � 5 N � o v '' ' .. N � 0 6 L�2 43 43 4 OO r ac c.v 1 x Q � tca ca ti 3 't &100 08 37 470,00 83.21 cr d q4 Cb � a oxo�' � � 1O •- �? W + _ F- V45 LL R/W STO�i a o IN LINE A. LO � „`�", SEERS ORM DRAIN PLANS L' SHEET 7 & 8 FOR PROFILE w Z5 m LU m = 1w �z rn _ 1 CM©tom. �'�" CAUTION: w0ro cr z EXACT LOCATION OF EXISTING PLAN; TRAVERTINE COMPASS DRIVE w UNDERGROUND FACILITIES IS 40 20 0 40 So 120 NORTH ARROW ORIENTATION TO PRESERVE NO. 150181 UNlNO�WN. CONTRAOTOR TO CURVILINEAR STREET ALIGNMENT SCALE 1" = 40' WDID': 8 C375 VERIFY IN FIELD. GRAPHIC _ cam; : I.P. No 150053 W' TR 36475 SHEET NO. _ NATE. SEAL ENGINEER s62o FRIARS ROAD BENCH MARK LL �, SAN DIEGO,CA 92110 C , : SHALL 19291.0707 _ � DIG WORK CONTAINED WITHIN THESE PLANS A ., 6 _ RT be ENCROACHMENT PERMIT 4F S/p cFA)()619.z91.416s COL#VrY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROA Q sicken ineerir, .�a,,,, TM EhTGIhIEERINCJ C(}MPt1N1 & g GRADING PERMIT HAS BEEN ISSUED. �, _ SHE©Vii E A w Q AND/OR � `vSacramento_ ane Phoenix Tucson Q � � San Diego Riverside g �I .� SEE SHEET 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS STREET IIPROVElE1T PLA CALL ,x - NS V ASSURING THE ACCURACY OF , RESPONSIBLE FOR $ rn PREPARED THE ECTION OF. a BEFORE TY OF THE WORK HEREON. ' ^� CITRUS HEIGHTS II i— DESIGN AND ACCEPTABILITY F SHEETS; .� No.�sS � o c.v DATE r� YOU DIG. NT OF DISCREPANCIES ARISING AFTER COUNTY ARK APPR. � �• : � wa IN THE EVE DATE BY MARK TRACT O. 364'75 APPROVAL OR DURING CONSTRUCTION THE PRIVATE � Q • _ 76519 _. 5 J= a_ 1-800-227-+::-2600 � ARSO N INGTON N v Oris c auNT� ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING A ENGINEER RE ISI _ c� F � ALES : 1 40 � W.O. - COUNTY _. a E ALERT 4 C A 4 SC H , , SERVICE OR NDS VI NS F ROU THE PLA _ c� LTN�ERG � PTABLE SOLUTION AND REVISING _ go ACOE , . _ FILE N0. 18 EXPIRES 12 C REGISTRATION EX I . MITI _ REGISTRA IO CV COMMUNITIES, LL W _ DATE.�. .�_ 1 4 excavating. DRAWN BY: T W CHECKED BY. CPE V ., � slot to exca TW 1 � -Y. t 2 work d DESIGNED B CaN' �t Inas 9 APPROVAL BY THE COUNTY. 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PER COUNTY OF RIVERSIDE STD N0, 200 �1 ter=42°10'09,5 45..0.00' 331 .20' , 11 CONSTRUCT DG MULTIPURPOSE TRAIL (WIDTH SHOWN ON PLAN) PER �2 A--30-59'4711 800.00' 432.79' O COUNTY OF RIVERSIDE STD N0. 405 (MODIFIED PER DETAIL ON SHT 2) � A=4°07'36" 500.00' 36.01 ' 1 03 � 105 CURB ANNOTATION 102 104 ,��• 1 01 R/W o..(0 o)• No. DELTA OR BEARING RADIUS LENGTH REMARKS O '° 100 •"''� i - 30.00 16.48 j 1 x-42 10 11 4 3 n o t C 4=42° 1 D' 11 " 70.00' 45.92' - : .. 4 3 �• 9 Q 9 X o 0 55 �' a rU C 13 11 4=30°5947 820.00' 443.61 ' . ' OPEN SpO •s 54 2 0 o- - - 56 w+ Q) 44 L�30°59'47" 780.00' 421 .97' �► Q- TgIN�CE To o o w - - N Q [Q &04°07'38" 480.00' 34.58' 9 F O EE 53 oR�� 4 3 ' A�4°07'38" 520.00' 37.46' 3 COMP o FS 1368.0 Q F.. S LU ao 3 6 (� LU v 50 ,� A Z �V 1 51 - 11 1 4 8 1 4 9 ,�M' rn •� Q■ � -A to to LU 2 �' h Ic co Q / ~ 146 Q V) Ct 150 /Z L07- H 145 o o TO BE Mq NT SPACE R/W o MAINTAINED BY HOA w v z N M > o r z ♦ o CC CC U i— w _- PLAN: CO PASS DRI yE Uj Q C A U T I O N 40 20 0 40 eo 120 LLJEXACT LOCATION OF EXISTING GRAPHIC SCALE 1" = 40' UNDERGROUND FACILITIES IS �- BGR NO. 150181 a UNKNOWN. CONTRACTOR TO VERIFY IN FIELD■ W�ID: 8 33C375376 > LL. ALEPT NOTE: SEAL-ENGINEER 5620 FRIARS ROAD BENCH MARK= TR 36475 I.P. No. 150053O O DIG SAN DIEGO,CA 92110� jj „ WORK CONTAINED WITHIN THESE PLANS SHALL E� SHEET NO. c� U TM NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT OF S/ 619.291.0707 Q py (FAx)619.291.4165 COUNTY OF RIVERSIDE LLJo o AND/OR GRADING PERMIT HAS BEEN ISSUED. ��p ql ENGINEERINGCOIvIPANY nckengineering.com SCHEDULE A w THE PRIVATE ENGINEER SIGNING THESE PLANS IS P• cl Fy San Diego Riverside Sacramento 'Orange »aenlX Tucson SEE SHEET 1 8 �� CALL RESPONSIBLE FOR ASSURING THE ACCURACY OF z STREET IMPROVEMENT PLANS Q a r-, m PREPARED U THE CTION OF: J 1- BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. CITRUS H'EIG'HTS LI a .cam cv , No.�ssi9 DF SHEETS w Q You DIG. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPR. DATE �* TRACT NO. 36475 o 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE s �r W rx ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS COUNTY qTF 0� ARSON -INGTON 76519 . 1 ' =40' FOR: U cL o UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR OF �p�\F SCALE H. W.O. COUNTY cr_ Q a Call at least 2 working days prior to excavating. APPROVAL BY THE COUNTY. DESIGNED BY: TW DRAWN BY: TW CHECKED BY: CPE Dtf ATE: '� REGISTRATION EXPIRES 12-18 V= 1 ' =4' CV COMMUNITIES, LLC FILE N0. ' R:\17358-Citrus Heights\CiviNSheets\Improvement_Plans\17358IP-08.dgn PLOT DATE: 11-OCT-2017 JN`17358 » O 33 ff a O N O ' 100' VC o v n- + U-) Lori N o ' PI=1346.7$ o m o O > _ c0 + �i o , 61+55.62 o a: . morn o o °° Ln o N • f, o a 0 Co Ln o C" O G 1=-8 00/ r + r'n o o er o 0 1$ VC c0 0+ n iri n o G2=-4 501 r- n + ,` Ln . rn o W O PI- 64.24 r� O y U') 'r- r1- n+ cD �. 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COUNTY OF RIVERSIDE STD NO. 405 (MODIFIED PER DETAIL ON SHT 2) O / P , „ , X G QQ ti. � SEE STORM DRAIN PLANS � � � s) � � 4 �5°48 44 1 „ � � � -�\'� � I � 200 00 121 73 12 CONSTRUCT 'T RAMP PER COUNTY STANDARD NO. 403, CASE D, 1 @� SHEET 16 FOR PROFILEIt SHT. 5 OF 7. SEE CURB RAMP DETAILS ON SKEET 38 rrQ P Ln A- s '' 5 N48-59'30"W 78.47' 13 CONSTRUCT LOCAL DEPRESSION PER �(� a°`ar o . COUNTY OF RIVERSIDE STD NO. 311 ,c• hopo�o h� •o I 6 N72°49'53"E 151 .51' S` h�p �cO ,L `9�Q A Cj • ' 6' 9 t% . . 3 �w ^� 12 �X� 106 X 0 �� 110 _ V —' ok AX ( CURB ANNOTATION L A �• w �" 107NO. 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N©. 15005.3 �' , ALEML WORK CONTAINED WITHIN THESE PLANS SHALL SAN DIEGO,CA 92110 TR 336475 SHEET NO. d DIG 619.291.0707 '4 v _ NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT pF ESS/ U M Q� Q�/ (FAX)619.291.4165 C> AND/OR GRADING PERMIT HAS BEEN ISSUED. pNGI1`1EERING CflMPATJY x COUNTY OF RIVERSIDE rickengineer,ing.com H SCHE©ULE A Q c' San Diego Riverside Sacramento Orange Phoenix Tucson THE PRIVATE ENGINEER SIGNING THESE PLANS IS h ' SEE SHEET 1 9 8" Z: V)U, CALL '.� RESPONSIBLE FOR ASSURING T A STREET IMPROVEMENT PLANS a. � �<�, BLE U HE ACCURACY OF _ I 2 m PREPARED TH I CTION OF. � E- BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. � CITRUS HEIGHTS II oc Y©t1 DIG! IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ° Na.�s5i9 ' 38 �� DATE BY MARK APPR. DATE � � OF SHEETS APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ,� TRACT NO, 3f 475 c ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 9 ENGINEER REVISIONS ARsO EDGIN oN 76519 . . COUNTY o _ c� o DSERVICE ALE �' _ UNDERGROUND RT ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR F 1 40 :FOR:. . W, �..� ref C#1.� SCALE Hs W.O.WOCOUNTY Call at least 2 working days rifle to excavating. © _ 4 9 Y P rtg DATE. REGISTRATION EXPIRES 1 18 _ APPROVAL BY THE COUNTY. DESIGNED BY. TW DRAWN BY. TW CHECKED BY. CPE � � 1 4 CV CflMMUNiTIES LLC FILE N0 R.MT358_Citrus HeI hts\C A Nsheets\Im:r©vement_P Ions\17358I1'_09.d"n 4 P 9 PLOT ©IIT : It-OCT-9,017 JN '1T358 [7777—�-- Por VC + � p 100 + o pko N O 00PI=13M1340 - rn> 28.93 � °r-° +, oti O ? woO 0° @ 65-'74.68 cs, ' ' cc' '' + • N O s aofn00 0 00rn + Uirn oc4 0o rncfl no G1- 4.01/, 0o rn rric� � �: p Lo TOP ©F o11!+ r °� coo M p G2=-$.00% 3 r r r ��°. 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W E tD CDN MN NCC O � NN ti NO in J +e N e— coo cr; O eD N O rn d' GO I .Q� � � �M � N O I TOP OF �- c° ti v +'N it rn o' ti o � RIGHT CURB `'- c0 I—u- + oo co o N LID o d- - 1300 ti ATE ® in + W R ,s.00y `5• `° a— 00 T TOP OF TOP OF PROFILE SCALE. • o PRQFILE a O PASS DRIVE � RICHT cuR6 i 6 g 3 � RIGHT CURB , DESIGN - _ SE ED mmm».»>, H ..�, HORN. 1 40 .re- :manioc .. ......»:row ,.,»n,»,:: :�:::nvi-,n .»»:-m»mr CONSTRUCTION NOTES EB ,,er„n rrx , »,, �. ,orov,:.0 o,:mn:aw....:..,. -;avi.o,mw ,r,,.<vo:urnxxa..wwcamcuv..u-nw:nw,mvomuawnuv x g � O 66 ..,,m� ,m,»�:��N�„m��,�. ,M.,,,.»� ,.»�»,�,M� VERT. 1 8 67 ,on>�.� ,»,vm.x a.��r.,,u �»�»�,n,...m��r»...m�> �H,.:»�,�,,,, »W,.» ,�,.�m»�,r,�m�m�,m» � 68 9 7 ro n.: iN m» ,» PLACE 0.25' A.C. OVER 0.54` CLASS IT A.B. 72 APPLY ASPHALT EMULSION. CENTERLINE ANNOTATION CONSTRUCT TYPE 16”CURB AND GUTTER ( 6"c.FJ PER COUNTY N©. DELTA OR BEARING RADIUS LENGTH ` OF RIVERSIDE STD NO. 200 REMARKS 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD N0. 12.21 o'� � X9.03'53" 1200.00' 189•85' • ` �4'06'51 ” 300.00' ' 11 CONSTRUCT RG MULTIPURPOSE TRAIL (WIDTH SHOWN ON PLAN) PER p� O� �+-, 21 .54 ' , , it �"' �,Olc)� 3 L�17 1:COUNTY OF IVERSIDE STD N0, 4O5 (MODIFIED PFR QETAIL ON SHT 2) `� 5 40 300.Q0 247.4612 CONSTRUCT ,�"RAMP PER COUNTY STANDARD NO. 403 CASE D, � � 4 1178 , „ , ,- , SHT. 5 OF 7. SEE CURB RAMP DETAILS ON SHEET 38 Q Q 47 44 300,0,0 93, 18 N,85-13'46"W' ' 4v �4 1 1 2 N69°4s'38" 155,47' c � � -N22-33'58/'E 4 o �©- : �� SQP�y . ... ... ��. ► � N22°33'58"E 70-511121 a o c, ��, s CURB ANNOTATION n o X ATION o o_ o 3 ^s s No, DELTA OR B EARLNG RADIUS LENGTH _ REMARKS V l :. "9"03'56" 1220.00 193.03 .. O ti ti Q � `; v' cS: �9 V , r ti c�c� � f c3� � &-YO$ 09 25 1180.00 167• co p` n S 99 G--41 40 02 280.... 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T COMMENCE UNTIL AN ENCROACHMENT PERMIT R 36475 LP. No, 15n05 ' SHEET NO. TM I� © o AND/OR GIA©ING PERMIT HAS BEEN ISSUED. EX)/0 61s.2s1.o7o7 N Q (FAX)619.291.4165 UJ Q IkIGINEERINC THE PRIVATE ENGINE ' OnlP1.1 ncken aneerin .Com � cn : ER SIGNING THESE PLANS IS `� g _g CALL COUNTY OF RIVERSIDE <r w RESPONSIBLE FOR f San Die o R ASSURING THE ACCURACY ,��c, � �r g Riverside Sacramento orenge pt,�,eni� T � OF '' "� Tucson SCIf£DULE fY EFORE DESIGN � .� -- SEE SHEET 1 AND ACCEPTAB'ILI'TY OF THE WORK HEREON. � DIG!W 10 m Y _ Q 0U D c� IG. IN m T ST REE EVEN RE PREPARED UN ET IMPROV u.i T ' RECTION 0F: IMPROVEMENT PLANS T OF DISCREPANCIES ARISING AFTER COUNTY n >m DATE BY MARK c o Ota_ �_gflfl-227_2,600 APPROVAL 0R DURING CONSTRUCTION, THE PRIVATE APPR. DATE "°.�s� 9 �' ENGINEER SHALL BE RESPONSIBLE FOR DETER - CITRUS HEIGHTS II . UNDERGROUND MINING AN tr � �8 AROUND SERVI EN C� ALERT ENGINEER � � � SHEETS A R cC EV EPTA ISI : BLE S0 ��$ , LUTION AND REVISING THE P' .�✓ _ ; ; PLANS FOR COUNTY TY l CARSON TRACT NO ' p EDGTN 76519 ' e Gall at least 2 working days prior to excavating- � 9 APPROVAL BY THE COUNTY. ,. , 0 1 .� _ DESIGNED BY F AL _ SCALER DR SC 1 AWN BY ALE 40 TW a FOR:.. Rs\1�358, I#r H u� WeI t titshCrvllh��leet CHECK. D ED BY. CPE DATE. REGI W.O. REGISTRATION EXPIRES 12-18 , _ ", COUNTY _ shIm�risvr�t_Plansh17358I�_10.���, V,: 1 -4 CV COMMUNITIES LLC FILE NO. o L0 e (30 61 a . a Nrh a<'•,0 72.53' PORTION 1 r- 0%j C-4 Ln o OF 180' VC U- Cd o , o PI=1277.13 v + 0 75+86.85 • t oo x-G N oo o G 1=-3.Ofl% v ` i . 1300 - o LO UTTE r- - o G2=-9.00•!• U W o c� o 175.60' PORTION; -3.00; ,�r + Lxi CC> + • d o OF 180 VC '` N o o00 3 TOP OF ~ N rn o (C o PI 1285.22 4- � o � 010 © o � o' 73+17.06 �;z . r- 0 c v- LEFT CURBCn • N N cn o IDENTICAL r- • +to + 0 ca M oo G 1=-8.00% INS '`` ti- © m N N © .: . 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Ln G7C►:M + CC? 1 N `- - 1245 V N + CD Ln C7 + Odo "> j O LO o; r- e=. C ©' p �- • Ln ~ � r`r- + °' ~ _ � N a' TOP flF CO Q © m PROP. FIN SH �-'�.``- + \ v - o �`-T r�' o' LEFT CU 1300 - L SURFACE CL �- r- r o RB TOP OF 'r 0c+v U' ,� c o 180' VC \ ti •- + o 8 LEFT , CURB C5` o EXIST. GROUND a o r- o is o, o PI=1285.22 1 ti L�cr «j CL TOP OF Ln o o + a + t�. 8, + rn Lri o3+17.06 Ln o .-r Nr ti o - 1 RICHT CURB °° o M o G1=- , FINISH N o F* • 0 V-i © N G2=-3.00% ' 0�N ti o o � +�- i- + \ SURFACE �? CL o B* 129,0 - r'Y'- r + Lri a ": M oo,M o pf INT C0 $2Ui ZR C" Lri N o ,r- r- .- r- cfl _ p ,�»»»� ,�„»»..< »,,,» „ � ©, N ti rr- + r- r-E • Ln CO M o a. » »» 07 C3� , , N + fir- • . oo � o �: . ,a,,,,, , H ,,,»,,». � �t1� g w .. ,:,, N .; N 00 O Q Lel m • rte- - T � _ »,.», ;� .. ,»_, TOP OF �`- N + N o N O ccs r C3 + ti `- d- c am- °° + co U i , RIGHT CURB o f V N + CO - o o 180' VC ti o 00 % � N «� •�o LU ►- © PI=1277.13 + Ln . + m ti sT c o p ti �o rn . GR+ o 11 75+8685 r-- �- o ad o m z �L • ± LO o o G1=-3.OflX CATC 1 BASIN o -j C*JG2=-9.f101. r- • PER RCTD + . �r W y F C" N o LO + Ln o W PLANS DRAIN �- + v o m 2. 0 - 1235 w © N In +LO 4n- Ln � �� •moo T© ti � C3 � r + ter- a h P OF + - 1244 PROFILE SCALE. PLAN: COMPASS ©F' -°' RICHT cuRB �► _� _ z NORIZ■ 1"-4 DESIGN SPEEDx 30 MPH � TOP OF RICHT URB VERT. 111=8' CONSTRUCTION I NOTES 72 �� 74 � 7 77 78 PLACE 0.25A.C. OVER 0.54' CLASS I.I. A.B. 7 80 10100=9.57 CFS STORM DRAIN LINE B. (2 APPLY ASPHALT EMULSION Q10=5.65 CFS 24.50' RCTD SEE STORM DRAIN PLANS DRAINAGE SHEET 12 & 13 CENTERLJNE ANNOTATION CONSTRUCT TYPE -A6-CURB AND GUTTER ( 6"C.F.) PER COUNTY 13 EASEMENT PER FOR PROFILE OF RIVERSIDE STD N0. 200 TR303475 FINAL MAP No. DELTA OR BEARING RADIUS LENGTH' REMARKS 1f) INSTAL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 Q n �, ,. N85a 13'46"W 157.42 T Q�Oa� 9� f o , , CONSTRUCT DG MULTIPURPOSE TRAIL (WIDTW SHOWN ON PLAN) PER pp 2 ` � 11 COUNTY OF RIVERSIDE STD NO. 405 (MODIFIED P O � ��.� �y M ENS 8 20 5oil 300.00 96.07 PER DETAIL ON SHT 2) c5' AINT PA,C „ d cP AIN E EQ c0 b-44'50'18 300.00 12 CONSTRUCT '? RAMP PER COUNTY STANDARD NO. 4O3 CASED LI a b- 234 77 C MITED USE AREA � -�� Y Ho SHT. 5 OF 7. SEE CURB RAMP DETAILS ON SHEET 38 C1 h C' r o , c� � c� / 4 b=59 32 14 300,00 311 .74 >� d,. SIGHT DISTANCE J, c+ �, Lf , 13 CONSTRUCT LOCAL DEPRESSION PER � � I • : . .. .. . .., • ;: N � , r COUNTY OF RIVERSIDE STD NO. 311 0' ti �''� _ `` Q` N13 34 36 W 70.05' �' 12 2 - ry �ti SEE * - © ► CURB - NOTATION SHEET NO. 7 :. o - C 'fit _ _ EMPIRE E CI a C*ja ti RC ..E 1 2 No. DELTA OR BEARING RADIUS co 6 3 0 o LENGTH REMARKS co o 1 N85 13'46 W 157.42 o kq 28 La 3 j �- N85-13'46"W t Ln 98 .. . 3 [ 157.42 -4 fV 18 l ` \ -O �'? .. �, 3 ... �. N r �( 6�8 38 21 280.00 42. 2 - 1 �,�, R/W a r ,, ,Q �� t 63�Cy) • v + � Q k 11 08 320.00 352.89 6 4 _ , ,, , I - N v �Y ,. 5 L1r--35 07 49 280.00 v LUJI: �� o 171 .68 V .� a v c� �' E--59 32 16 3 , 320-100' 332.52 A�9°32'16' 280.00' 290.96' ` o ` �6x©, Wc3� STORM DRAIN LINE B17. SEE STORM DRAIN PLANS , 4p 00 _ - - 3 13 SHEET 20 FOR PROFILE � ` PROPERTY BOUNDARY 1 X J 0 V ��� � A ` Al „ + N Sp ` SOP �Z�� � r c'; ti• o 00 R/W P1��P 0100=14.3CFS v + ` 010=25.9 CFS a- N w . . o fes- CQQ U �oiL" w v-p m ino v+ + .J ~01! UQ8, UTION. EXACT LOCATION OF EXISTING PLAN: w at COMPASS DRIVE UNDERGROUND FACILITIES IS 40 20 0 40 80 120 5 Q UNKNOWN. CONTRACTOR TO NORTH VERIFY IN FIELD. „ _ ARROW ORIENTATION TO PRESERVE 15 0 18 1 GRAPHIC SCALE 1 - 40 CURVILINEAR STREET ALIGNMENT m o . NOTE WDIfl 8 33C375376 W .SEA SEAL-ENGINEER R ,. f)R1C CONTAINED WITHIN THESE 562a FRA R ALEIRTL i Rs ROAD BENCH MARK,HESE PLANS SHALL ARK . c v r N SAN DIEGO,ca 92110 TR , 6475 I.P. No. 1500.53 SHEET NO. NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ,. W M SOF ESS/© AND/OR GRADING PERMIT HAS BEEN ISSUED. y (FAX)619.291.4165 O 9 ENG1N11tING CoMP1v1 7^ /� C rickengineering.com COUNTY OF RIVER � w THE PRIVATE ENGINEER SIGNING T ., /� CALL HESE PLANS IS P F San Diego Riverside s r // ,`� : � +'�+ ac amento Orange Phoenix Tucson SIiHE©�LE RESPONSIBLE FOR ASSURING THE ACCURACY OF � �, � SEE SHEET 1 BEFORE _ DESIGN AND z ACCEPTABILITY OF THE WORK W STREET IMPROVEMENT� ©c.� HEREON. � ,-„ p E1�T PLANS w�c You DIG! ' IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY W rn REPARED U TW DIRECTION OF. fl >� DATE BY MARK °� �o.�ss9 0 CL1-800-227-2600APPROVAL OR DURING CONSTRUCTION THE PRIVATE APPR. DATE * CITRUS HEIGHTS II F ✓° SHEET ENGINEER SH e S ALL BE RESPONSIBLE FOR DETE RMINING AN v 0-o 1 UNDERGROUND ENGINEER SERVICE R CE ALERT EVISION s q TRACT NCS w - �z ACCEPTABLE SOLUTIOtd AND REVISING THE COUNTY �' RSO''. EDGIN �e CON at (east 2 work( PLANS FOR �' d� N 76513 days prior to excavating, F _ :.APPROVAL BY THE COUNTY ©F 1.� _ • GA SCALE: 1 40 - DESIGN. s FOR. ED BY. TW H DRAW W.0 N BY. TW , C _ OUNTY CH DAT . ._ CHECKED BY. CP E E REGIS TRATION , EXPIRES 12 18 R-\17359_Cltrus Hsi hts\Cavi!\ _ � V: 1 4 CV COMMUNITIES, LLC FILE Nfl. , 9 Sheet\Improvsm®nt_Pbns\17358IP_11,dgn _ � PLOT DATES 11-OGT-2017 A 17358 I r , _O N z aa.> »m»�ww,»w _ ,»»»».. . In ro NLO 00 rn C6 N TOP OF � g N a 50' vc LEFT CURB O " • p oO CON � � px W Nr dO N O a PI=1199.3. M o rn // �, Do + r �r � 00 O 240' C 0 85+85.59 CT OO O ro � �NON _ a 1235 N �' C� V-p �- O PI-120 00 c 1- 2.50 8 " I r© m � In � Q 19 s3+9 .35 G2=-1.06 \ CO � + N © PE/�pr + p Ind o N ,- CAS ti O G 1=-9. 0% C�lcci 0 cn ©rNT rn to �? ,'`., © c2=-2. 0'/. >'! N <�; co L=37.52' . 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N co .- to O U LEFT CURB © Ncc °� -1 1195 T + rn O �- rn 86 31.01 FL . cs� 00 'r- Q © "''•'Q p' ti EXIST. 1198,19 1235 Q 00 T. ppeN- O N �C%j Op tj O @ C,1. `+- N p O .w- M N C37 C? 240 C z C1C1 a , 00 r to W C�+i co N C�00 N Cn • »... w F a � »>.><,}>.,ae°°� n-..w r._ m,»:» �.> .�• t �Y O M r` � .Nr ETy ` O ® $3+9 .35 a • moi' + _ ° Q • + N C3� Q tt) v- O � p N I r ti N O G 1--9. 0% a O M ON Q © r` O G2=-2.50% U Cn e = CO Ncc+ r� co �+, Nv- QM o Qz W rn L-37.52' I + r'ON0 `s �/VT Oa - + Q o rr v PI=1198.51 000 °r© Aa ICg4 00 � + O ti O Lo rq + ado cc> o Q ,,, r fNT «� � o o � VOLO_00 00 W X 12 w a 00 r � N + O O ti © C7�! N Q �' C - 1205 x I00 G3> # .` e 2.sQ�°"I- °"� PROFILE CLE: a , T P OF TOP OF � Nr7 � nN RIGHT CURB RIG T CURB WORIZ: 1„40' FILE: M, PASS DRIVE CATCH BASIN PER RCTD 1.1-z W z m BERT 1„ , r . DESIGN SPEED 30 M� I-- 1STORM DRAIN PLANS � , �c , . ,»>»»tt.,wn c..,� . ,..» W CONSTRUCTION NOTES 80 81 82 8 8 85 86 r ' CENTERLINE ANNOTATION PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. No. DELTA OR BEARING RADIUS LENGTH REMARKS x9W APPLY ASPHALT :EMULSION ,// •°'` � 6=4 5.42'07" 300.00'' 239.29' CONSTRUCT TYPE "A6"CURB AND GUTTER t 6-C.F.) PER COUNTY ,-., i i .: ,. 2 N43*10'33"W 82-27' OF RIVERSIDE STD NO 200 �� w LOT 'A' INN 3 = 850 17" 300.00' 203.361 �, 00 OPEN SPACE ,c CONSTRUCT ROSS GUTTER AND SPANDREL PER COUNTY w STORM DRAIN LINE B. �.�. w w,: o , „ , OF RIVERSIDE STD' NO. 209 �' + c + � (MAINTAINED BY HOA) N04 20 16 W 129.09 N w� . SEE STORM DRAIN PLANS �. R ., � , , SHEET 11 FOR PROFILE � 5 6--68048'40" 600.00 720.59 ? CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE 29.50' RCTD DRAINAGE N R/'W � SEE CURB RAMP DETAILS ON SHEET 38 90 t° Ln w STD NO. 403 E EASEMENT w .z -, 9 RESIDENTIAL DRIVEWAY WITH A.C. DIKE PER COUNTY OF PER TR36475 FINAL MAP / � � 3 : ... .. ... ,. �, � ��,17 13 �, � „%, CURB AN NI�TATION RIVERSIDE STD NO. 20 _.`. s 0100=7.76 CFS o N O _ / o T :G US LENGTH REMARKS 0 1221 _ N0 DELTA DR BEARING RADIUS SIGN PER COUNTY OF RIVERSIDE STD N o � 10 INSTALL STREET NAME _ , . 010 4.06 CFS X 2 / / O � _ 7 2.55 N) PERPASS v 1 A-45 42 0 320 00 2: N PLA T SHOWN 0 0 G MULTIPURPOSE TRAIL (WIDTH �, CONSTRUCTD . _ DRIVE s / 1 (MODIFIED PER DETAIL ON SHT 2) �i0 v COUNTY 0,F RIVERSIDE STD N0. 405 tM N � � �. �, , /, 2 1 -45 42 07 2II0.0a 223....34- f k o / o Q V / TY STANDARD N0. 403 CASED r „ CONSTRUCT "T RAMP PER COUNTY � 12 , 1 � 4 . J 1 / / J 3. N43 1 D 33 W 82. .27' T, 5 OF 7. SEE CURB RAMP DETAILS SHEET 38 • / f 4 N43 1O 33 82-27' DEPRESSION PER ... . / CONSTRUCT LOCAL 13 1'1 g / COUNTY OF RIVERSIDE STD N0. 3 n n . '� � ; ? N04 20 16 W 85.86 (� m / PER R fC STD N0. M-820 C7 11' ,,. / , , 15 SWING LATE C � /��. .��� .�' ©8 N04°2fl 16 `W 85.68 16 SAWCUT LINE PER DETAIL ON SHT. 2 N N,_ , a / r / o + �N 23.50 RCTD 9 L5 59 58 25.00 37..:52 too ,,,.,> � . �"' � // r :. ` _ 15 " �» ,.. L DRIVEWAY w .�: � , cn z � 16 DRAINAGE ,► , , 9 .p 0 i BY CFD L1�15 59 57 2. . . 00 37 5 CATCH BASIN INSERT FILTER MAINTAINED T 1 5 2 17 FLOGAFtD CA 82+26.55 i EASEMENT PER EASE � TR36475 FIA x ► t t MAP7 cl, � 0100=9.22 CFS , 1O F t t t © SEE GRADING PLANS F`' FOR ACCESS ROAD CONSTRUCTION DETAILS t� \ TR 36475 o�• v 4.. F 9g ,, Tc PROPERTY BOUNDARY vp _ �. 7 , , r. r Ir ��,, � A-) � , � � � � ��. �� 86+54.37 COMPASS DR.- Q 9 , w. �• Q , / �� •4 FS 119871 ,,' ,�. � 54+83.3 SWEET AVE. � � LOT 172 17 � » , BIORETENTION BASIN . »� ,. � ;� �► VO� OFFSITE R/W. RECORDED PER,, TR 13 MAINTAINED BY LMD/CFD , > 36390 FINAL N F? N0 � r'� � , �• � RAMP��' / 2016- 1287501_______-l__,-'\ 55+13.78 REC. MAY �� 2016 t!>: Q100=23 98 CFS -i TR 3639 �. CITRUS HEIGHTS II�,P�ROVEMENTS ~' w PER I.P. NO. 130045 , �, N I / , g Co m i �' EXISTING R�W. REC9RDED PER p� TR 36390 FINAL MAP NO. 2016-0212875 NORTH ARROW ORIENTATION TO PRESERVE �REC. MAY 25, 2011 CIRVILINEAR STREET ALIGNMENT CAUTIO N PLAN: CQMPASS DRIVE OF EXISTING EXACT LOCATION' 40 20 0 4U 80 120 r /�r r UNDERGROUND FACILITIES IS BGR ". NNO1NN CONTR,4CTOR TO GRAPHIC SCALE Ira _ 4�, J °� � �; ��;� �; �'' �i' �� VERIFY IN FIELD. H LP. 151��5� NOTE: SEAL ENGINEER 5620 FRIARS ROAD BENC MARK DrpTis' 36475 SHEET NO. >` ,� lL SAN DIEGO,.CA 92110 C> WORK CONTAINED WITHIN THESE PLANS SMALL 619.291.0707 O c ESS/. FAX 619.291.4165 NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT \1 4 c � COUNTY OF RIVE�SIDE (� ', TM + }� nckgr rneerin .com, ND/OR GRADING PERMIT HAS BEEN ISSUED. p E Dix 8tu1 � O P�1 s � SCHEDULE A LU a A �. _ n Phoenix Tucson f San lire rs_ Riverside Sacramento Orange oe r 12 ,�. SEE SHEET 1 c A THE PRIVATE ENGINEER SIGNING THESE PLANS IS .� STREET IMPROVEMENT LA o jE LE FOR ASSURING THE ACCURACY OF LL RESPONSIBLE � , ,�, T ,; �, $ PREPARED U R T DI CION OF � � DN, W CITRUS HEIGHTS II 1- O DESIGN AND ACCEPTABILITY OF THE WORK HERE , 8 N0.76519 F - SHEETS . 00 r YOU DIG. IES ARISING AFTER COUNTY APPR. DATE w� IN THE EVENT OF DISCREPANC DATE BY MARK TRACT ('� APPROVAL OR DURING CONSTRUCTION, THE PRIVATE Ca 00- ,!' 4 1 1lLTr r Z 04 1 04 227 b � COUNTY CARS N EDGINCTON 7651:9 E FO ETERMINING A ' v NS _ ENGINEER SHALL BE RESPONSIBL R D ENGINEER RE ISI© . , � F :: 1 4O OR. SCALE s W.O. COUNTY , 0 , � H �o F T SERVICE L � � ROUND SERV C UNDERGROUND PLANS FOR CA ACCEPTABLE SOLUTION AND REVISING THE _ , _ R GIS RAT N EXPIRES 12 18 _ FILE ND. -, E T I0 C ATE V IT � . D C CDMMUN IES: LL H CKE Y. CPE _ V._ 1 4 avatin , W CE DB t 2 Orkin da s prior to excavating. DRAWN BY. T _ _ � : Call at bast w . Y. TW _ � 9 Y � 9 APPROVAL BY THE COUNTY. 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TOP OF RIGHT CURBSCALE: x PREFILE L) I-a CATCH BASIN PER RCTD PR01FILE: �#I it R fr o s HGRIZ 1 -4G U STORM - , , ..,.»,�,����,��,.»,:,�...�.m»,:c R DRAIN PLANS - , ,,. .0 � ,,�.», .� ESIGN SP D 30 MPW .......»_... ».».wK.,.�,,., ...ms,....,,,µ., .,..<.W,»».».,».,,. ».,.:,.... „»..,,..,....>„».» :»., ,:,M.m..,» ..,W,,,.::::,» _„»a».:,.»:,»,.»».�<:�,».,.,,»,.M. -:;;;»„»,:,... ,s.. ,,, :.,,,,,,,.,�:,:,.,,,m.., n! CONSTRUCTION p VERT: 1 8 C �? ATE r �.�.,. ����. ,�»,.��,.�» .v���,..:..�,���w»� »»»»���.. ,�����. »„»,� �,��,»�._���,�.��� »��.m 1 16 • MN 11 12 1 14 15 } PLACE 0.25 A.C. OVER 0.54 CLASS II A.B. APPLY ASPHALT EMULSION P f- CENTERLINE ANNOTATION CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6"C.F.) PER COUNTY No. DELTA OR BEARING RADIUS LENGTH REMARKS OF RIVERSIDE STD NO. 200 � N42°53''2O`fE 121 -76' CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE ST[ NO. 209 LVA-57°37'34" 300,00' 301 .7 ' .:. 3 7 CONSTRUCT ,CURB RAMP CASE A PER COUNTY OF RIVERSIDE L�33Q 15'35" 300-00' 174.15' STD NOr 403: SEE CURB' RAMP DETAILS ON SWEET 38 4 N47°06'40"W 563.57' '10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 12 CONSTRUCT `TRAMP PER COUNTY STANDARD NO. 403, CASE D, CURB ANNOTATION SHT. 5 OF 7, SEE CURB RAMP DETAILS ON SHEET 38 A 13 CONSTRUCT LOCAL DEPRESSION PER f � 4 Na, (DELTA OR BEARING RADIUS LENGTH REMARK COUNTY OF RIVERSIDE STD NO. 311 LST A S OPEN SPACE �o� � 1 f�--90°Ott'O0" 25.00' 39.27' �Q.jttJ 6' E° t�-9Q"00'QQ" 25.OQ' 39.27' 1 R/W • oo ,a > 5 []3 N42°53'20„E 76.76' p•gyp. ` - , 4 N42° ' ►' ' ►�"„ , • ! 53 2O E 76.76 - v'- �-� a �? 5 &-57 37 34 318.00 31 ' 6 > ununot- ys . Q `V x o� + 6 &-"57°37 34282-00, , 3� s' - .'' 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BR N0. 1 � 1840 U_ Dq1 ` NOTE: 'DID: 377 S - WORK. CONTAINED SEAL -ENGINEER 5820 FRIARS ROAD BENCH M ! ALEML ED WITHIN THESE PLANS SHALL - ARK U M NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT SAN DIEGO,CA 92110 TR 36475 I.P. Na. 15,005.3 o , AND/OR GRADING PERMIT HAS pE ESS/ 619.291.0707 SHEET NO. S BEEN ISSUED. Q� ©* (FAX)619.291.4185 cs F_N Eiv d �' c1r11Y1� z�c Cc�1�P�l�Y �+�y '/ w ('� THE PRIVATE ENGINEER SIGNING THESE PLAN ricke;ngineering.com: COUNTY OF RIVERSIDE C. j, S IS F : San Chego Riverside SCHEDULE A Q CALL RESPONSIBLE ,`4v ae Sacramento orange Phoenix r��on' d 8LE FOR ASSURING THE ACCURACY OF H ' ' .- SEE SWEET 1 BEFORE _ - PLANS � DESIGN AND ACCEPTABILITY OF THE WORK STREP HEREON. � --T IMPROVEMENT RD1EIE1T PR,P3 81 • EARED TW YOU DI E D ON w.�r G. IN THE � = OF, EVENT OF DISCREPANCIES ARISING AFTER COUNTY ' __ �►� DATE BY � LV MARK NO.76519 APP _ p ,� � APPROVAL OR DURING CONSTRUCTION..: THE P APPR. DATE ,� �✓ CITRUS HEIGHTS.HTS II E RIVATE � l 800 22.7 2600- __ F EN ✓� � S ENGINEER HEFTS R SH . ALL BE � RESPONSIBLE FOR DETERMINING AN ENGINEER UNC EER UNDERGROUND SERVICE C AL REVISIONS V ERT E IS IONS T _ RSC T �It ACCEPTABLE COUNT . � �� BLE SOLUTION AND REVISING Y �' ARSON THE PLANS FOR _ E TON 76519 Call at Iia F _ 4 st 2 wark€n , days prior to e g xcawat€ . _ F \ . APPROVAL BY TWE COUNTY. _ L C l� : , 1 SCA 40 LE F0 DES.. ! R, DESIGNED ■ ED BY: TW r W DRAW - W.O.• •O■ B TW I - _ COUNTY UNT Y CH DAT . CHECKED E. ED BY • CPE R . EGIS TR AT ION EXPI RES 1_ _ f R. 173 2 18 8 Ci _ .. trus Hel - hfistCty 1 k15�ls�t _ �\Im 1•ovem ; - 1 4 _ ! CV COMMUNITIES 9 t� erlt_Plans�17358P_13.dgn - �/ . LLC FILE_ I E N0. _. PLOT DATE 11-ACT-2017 JN1"N 1 a E 100' VC 771 r PI=1240.84 5 12+34.44 G1=2.00% E 50' VC G2=1.00% L=36.15' - F PI=1236 77 v 10 67.31 v w - 1250 • > G1=1.88% O © p M' G2=150%u °° o o + .-o �r� cr* a O O ,r, 000 • No Lq crO M tD 0 J W O O pIn�" '� Or Ui4n sN— C7 0CnI) C",q, M Ot! N ~ NON TOP U W ' UQp O o O4f) O! t Np o417O or + e+t' N r0r o z LA. • co o r- �-ao + lw + w G rn W<Z M �` mDp 000 IhLA �� � O � p�ap61 OO + ' + ci'NNNN I� 4�1 � P 'r- r� r- (� 5 r �, M M 4n o 4n + � LEFTCURB r N �W i`- N ofj 477 + rn N N NE- N N W7 .N COOO M � N NN � � �{MT`440ti� �` } M+ � � M � N � C) �' eS �` •NQ + + IY7 ON e z s N N 2■ ` % TOP OF TOP OF zw 1.50% = LEFT CURB CATCH= BASIN PER RCTD LEFT CURB �- Q , J ST ORM DRAIN PLANS 100 VC ! a `° 5 PI=1240.82 g 1230 - �,,.� @ 12+34.44 + G 1-2.001. , G2=1.00% ' W - 2001, + '''In p o © © , C> p, O O4n Ncnd © N�: N + 4n �` p � U94 O _... D • p O p tr7 N • r Ln Ln r O 'F- X00 O N s— p • tt7 + Y • M GOO t o: + ci' '�" z »,. _, p 4[7 + + N CVi Ftil N Nr e•- r . 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LL RIGHT CURB N �-' a °: c ti z OR + '+ ± `�'`` N 1.007 fi 1240 - N1- IY7 , o 1.00% _ g N a-- + z r « x o _ ooi 1240 .� : X-GUTTER 0 TOP OF r TOP OF 1�-a ao 150%; RIGHT CURB: g PPOFILE SCALE: RIGHT CURB �a CATCH BASIN PER RCTD p J STORM DRAIN PLANS Y PROFILE: GO MEDAL COURT • cp 4n w 1 s 1'*=40' ti HOR. <;�,:.»�r�K .� .� . _ ESIGN SP D 30 M F VERT: I"=8' CONSTRUCTION NOTES 10 11 12 13 <,.�, u,�� v� .. �, »,.w �.�<�M PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. APPLY ASPHALT EMULSION CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6-C•F.) PER COUNTY CENTERLINE ANNOTATION OF RIVERSIDE STD NO. 200 5Q CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE LOT U W No. DELTA OR BEARING RADIUS LENGTH REMARKS STD N4. 209 SEE SHEET NO_ � OPEN SPACE ,o w Q N'73°23'56"E 80.so' CONSTRUCT CURB RAMI' CASE A PER COUNTY OF RIVERSIDE MA 1 STD NO. 403. SEE CURB RAMP DETAILS ON SHEET 38 MAINTAINED BY HOA INEDRIVE 2, A--31-55'05" 300.o0 16 .92 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD N0. 1221 60 13 11 000 o Cl) A=08'02'30" 600.00' 84.21 CONSTRUCT "T-RAMP PER COUNTY STANDARD NO, 403 �11130' 30� co rn o 12 , CASE D, e mr w � � L�36°28'49" 600,OO' 67.86` 10 20 20 1 z + v 1 ° / SHT. 5 OF 7. SEE CURB RAMP DETAILS ON SHEET 38 z 1 3 14 , > (D N90 00'00 W 130-38' 13 CONSTRUCT LOCAL DEPRESSION PER 0' , C\v v 6 &-43-32'54„ ' COUNTY OF (RIVERSIDE STD N0. 311 EC m CO Q� 1 �r V� 300 OO 228.02 R 21+20.02 �! to - n n 9 p = rn TC 9235.89 `�v" © v © f., Ln 10 Q�o��M•c� +a o R/w mom to CURB ANNOTATION 21, 51 6, . •' . � �' v 4 // coCO� O Gdtr7 RTINEa'c �` :• . T - FS 1242,48 M No. DELTA OR BEARING RADIUS LENGTH REMARKS FOR F �tAt DC•- '� m cn w - r _ t'1'1 1 L4�2°50'25 25.00' 36. 15' SEF t atV T 13 , • �R7 2 L-=82'50'24" 25.00 36, 15 C Sy l 5 3 9 ..i 3 N73°23'56"E 38.49'` STORM DRAIN LINE B. '� "I o° 12 $ }. ,�, N730 23'56"E 38.49' MEDAl c1 2 > SEE STORM DRAIN PLANS 7 2 .m em 3 5 6--31055'05" 282. . . : � �. ,��, 1�a O Cil40 15 7. 10 SHEET 4 FOR PROFILE C ,�, o N r.+w C 6 t�31°55' " .• a© a, •N + 05 318.00 177- 151 6 -+ c�► 1 + o r - -� C W N ' ' C7 Q : . c '° ' �' 1fl 18 foo 7 L1r14 31 19 618-00, 156.64 Ln i'v �?3°36'51 " 582.00' 36-71 ' o I 'm ,,�•V� wo R/w 26 !� L02°03'10" 582.00' 20.85' F- 27 QN COall GRM ti , , Stied 13 �' CROWN ELEVATION L LIMITED USE AREA LOWER THAN TC SIGHT DISTANCE 2 ELEVATION FOR z EMERGENCY OVERFLOW �► ROUTE w Ile w PLAN: COLD MEQAL COURT C , UTON. 40 20 0 40 80 120 EXACT LOCATION OF EXISTING `JI UNDERGROUND FACILITIES IS GRAPHIC SCALE 1" = 40' is U UNKNOWN. CONTRACTOR TO BGG NO. 15, 0181 � VERIFY. IN FIELD. _ iDID8 30776 a NOTES _ _ c� SEAL-ENGINEER 5620 FR t , DIG � FRIARS ROAD BENCH MARK 0 1•P. o 150053ALEML WORK CONTAINED WITHIN THESE PLANS SHALL TR 36475 3A►V D�€co,CA 92110 SHEETNO. 619.291.0707 c� �-' TM NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ©. FESS : O AND/OR GRADINGi�� © " (FAX)619.291.4165 PERMIT HAS BEEN ISSUED. �Yq ExccrlEE11v ccMFNY COUNTY r�ckengineeung.eom OF J�IVEJJ�'$II�E (� , THE PRIVATE ENGINEER SIGN P : San Diego Riverside Sacramento $eflLeD�lf:E A' N w AL _ INC THESE PLANS IS �� �`. o Orange Phoenix Tucson SEE SHEET 1 At RESPONSIBLE FOR ASSURING THE ACCURACY OF ,, 14 � BEFORE DESIGN AND ACCEPTABILITY OF THE � m ST BEET I�1P ROEEI�T PLAN WORK HEREON. � PREPARED :DER TH RECTION OF. , �- YOU DIG!i T w d IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK NO. '� CITRUS HEIGHTS S F SHEETS APPROVAL OR DURING CONSTRUCTION, THE PRIVATE APPft. DATE 0 o ii 1-800-227-2600 cr ENGINEER SHALL BE RESPONSIBLE T LE FOR DETERMINING AN TRACT 10. 347 ENGINEER REVISIONS COUNTY � CARSON GINGT 76519 UNDERGR011N1� SERVICE ALERT '� ACCEPTABLE SOLUTION AND REVISING THE 0 _ E PLANS FOR �' , _ F _ � ,. Ca(! at least 2 4f � : 1 4O working days prior to excavating At- .SCALE : F R. � P �. C H W.O.PPROVAL BY THE C . OUNTY. • COUNTY , _ DESIGNED BY. _ TW DRAWN BY. TW DATE: �-- CHECKED �L? REGISTRATION _ , BY. CPE ION EXPIRES 12 18 _ , , ,• �.,. -�� : 1 4 CV COMMUNITIES LLC Ft.\17358_Cifirus Heighfis\Civl�Sheefis\Improvement_Plans\17358IP_14,dgn - V FILE NO. PLOT DATE: 11-ERCT-2017 JN 11358 F ,»��rw v y � .»..mn,»»� ,,,,,,,.,.,u�.x:�»»«»�,,�,r�,,,,,..u,� .�m���,...,�»„»,.»x«„«. »�„�»,ur ,»»»»-_�.».», r a « ti P I=X245.60 PI= 1245.61 6 SEC @BC • L=140.86' O.C. 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OVER 0.54' CLASS II A.B. t APPLY ASPHALT EMULSION CONSTRUCT TYPE "A6"CURB AND GUTTER t 6"C.F.) PER COUNTY CENTERLINE ANNOTATION OF RIVERSIDE STD NO. 200 No. DELTA OR BEARING RADIUS LENGTH REMARKS 116° 17'28" 600.00' 170.64' �2 6=27059' 14" 400.00' 195.39' act r o 15 + CURB ANNOTATION 1 o � 17 � o � � 19 ' I v v-• N o• 00 0 � .� No. DELTA OR BEARING RADIUS LENGTH REMARKS ♦" -1- '— R/W c- .r\. , 1 + 1 A--16' 17'28" 618.0 ' ! a"` `° .- ' , �, ,� + 0 175.72 r cv w 0-16017'28" 582.00' 165.48' Z Q 1 ~ c, 3 A--12'20'49 ! 382.00' 82.32' W _ 3 15 �. �` '" 20 Q LF12°21 '56" 418.00' 90.21 ' 1 _�_ 5 1--24°56'52 109. ' FS 1242.48 3 , 3 87 47.84 aes 1S 1 2 6 &204025'57" 418. 12' 32.35' ... `� — 2 _ 1--�7----- 7 111"10'29" 114.00' 21 .43' E Lq OO1R ' Q N34 59 56 E 50.09 R/W 4 6 7 9 99 N66°41 '21 "E 50.00' Q © A=211 '41 '25" 38.40' 140.86' 25 �4 �. , • '"` 0 Lin I L°�;0•, Ln t U � + L[) + 23 °w 21 v Ln cn �--' 2 04 1— L)w 2 cr wQ LAJ 7 F_ 0 � L) � W � J L v PLAN: GOA© MEDAL COURT U, < CAUTION : 40 20 0 40 80 120 z - i EXACT LOCATION OF EXISTING GRAPHIC SCALE 1" = 40' UNDERGROUND FACILITIES IS UNKNOWN.. CONTRACTOR TO BG VERIFY' IN FIELD. 5 " ' ;3TE: WDID: 8 330375376 Li _ SEAL ENGIhIEER �' Sb20 FRIAR R i WORK CONTAINED S ROAD BENCH MARK „; O DIG � � ANE© WITWIN THESE PLANS SHALLR I � TR 36475 . � , SAN DIEGO,CA 9211-0 SHEET NO. TM NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT E 619.291.0707 W, �`ESS�Q FAX 619.291.4165 AND/OR GRADING PERMIT WAS BEEN ISSUED. Q � _ € t ENGINI RNC C(3MPANY ricken ineering.com IrOUNT! OF RIVERS�� Q � � San bie o _ � THE PRIVATE ENGINEER SIGNING THESE PLANS IS �;, .� g Riverside sacraments �5rartge �,°ennc Tucson SClIFf.��ILF A ' z � CALL R SEE SWEET 1 RESPONSIBLE FOR ASSURING THE ACCURACY OF � ,� T FEET I PROE�Ef� �- 15 BEFORE T PLAT DESIGN AND ACCEPTABILITY OF THE WORK HEREON,. � m PREPARED - YOU DIS! $ DER TH RECTION OF. e IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY N0.76519 CITU HINT II DATE BY MARK APPR. DATE * * ©F �I� SWEETS APPROVAL OR DURING CONSTRUCTION, THE PRIVATE �., o� 1-800-227--2600 s e ENGINEER E IN ER SHALL B E RESPONSIBLE . FOR DETERMINING AN TRACT fid . �47� _ ENGINEER REVISIONS � UNDERGROUND SERVICE ALERT COUNTY ARSON GINGTo ACCEPT 4 76519 � �m ABLE SOLUTION AND REVISING THE PLANS F0 F D _ . . Call' OF t 1 4 • Q Q at leapt 2 working days prior t0 excavating. CAL SCALE 0 FOR. 9 Y P 9 APPROVAL BY T H W.O. HE COUNTY. COUNTY D ESIGNED BY. TW t _ DRAWN BY. TW DATE.. �a CHECKED BY CPE REGISTRATION EXPIRES 12 18 = 1 4 CV COMMUNITIES LLC R.\17358_Ci#rtr5 He h# w V FILE N , g s�Cf i1\Sha!e#s\1 , rpwemL�n#,P kms\17358IP_15.d _ PLOT DATta 11-OCT-2017 A 17358' a L=36.84 70' VC 22.96 E �a > POR �- �, �». �� . 1. . U cn m @ 10+65.04 w o rn CooPI=1266.46 3 U w LO r` Z U G1=_3.20% @ 10+83.00 ' I- cfl M N N W m G2= 7.301. U G 1=-2 00% O a + w "' `r- o LO �. z W G2=-8.32% 1270CL U-1 U-1 + W ca c€CR U LC Cj °° o w P mo o " + w 06 o o o o � °+ LO m oo y TOP OFrn z W \ z w cc M • �. Q~ HQ I MN + Cfl ; LEFT CURB ~a + tn 3 SHORT TANGENT ci °' co g o o ALLOWED N co ti-' ¥a' �O u? AS GRADE IS 00 � + � , LESS THAN N d� 31.22 s E .,. �..-„ .roanwwxz»wvmvasrpan..v...r,.xw-m.:.e«.:w. ..m...aar«n .s.x».. mom. ,...,,.vm .a-s,,, s<,aw.u,xaa.xviwuviuium,»m»»»»»» �+ i J� �. 1;ilA, f, »,w» P �1 "'.0F x 0 1O0 / u� c a � o PI=1266.44 ,+ �O 00 r « 100, VC 00 50 VC @ 10+83.00 c�. P P N19 .-- « + ,,,. PI=1243.21 fr o + M o PI=1243.16 + o u7 m G 1=-200% 8.32. + , m 13+61.91 L=41.20 c o > M © 0 13+69 i f O Of) N / NNG1=-7.O5%><- 0i U . IV �, > PI=124163 «iceco o teLo r \ G2=-832% w +' G1=-8.321. G2=-3.30% '-'j Lo + cfl rri �:co M co G2=-3.00%a_ z v s S O N M r-M r-- ri ' Cp m Ln U u7 U - 1270 + �+ • ' TOP OF � 00 o W N 125 - 8 CO tD t£� M L11 pp M �- Ln J U ' Q ca 1250 - 0 Clio + � In• cRco r- LEFT CUR$ Ui1.m Wfn. �uC" © E r aN- + CD r; . Lf) « Op Cn + Qp • - N W r �- M . 2.00`. © � � w MMMT 00 N �' � }' rw a,z V! TOP OF a :. 6 N� M N+ LO Lt3 r CL _ �- � � � 'r' c3 � " � W AN L B z V- , � + V- EFT CUR a f , 36 84 E .- as r~ a� LO -2.62% TAN _ 50 VC 41.26 . ,f, RATE « - x • .� =6 E� + � VO � aN-N N «� `� 100 VC100 VCL Mtt3 M .�- m 10+65:.91 . r M � _ U N I=1266.46 + � ,,, C" U PI-1243.14 F-w 3 5 o z G 1=-2.50% N cu "� U-) > ao U @ 10+83.00 - .r- ao �- 0 13+61.91 a- , W o G2=-7.001 , + U ,� o «? w N " v �. L) 1=-2.00'1. � Q; r- M G 1=-8.32% Lq«i ti - tea` "� °: °' °° 2=-8.32'1. \ EXI T. GROUND �, -�" 44 C ILO G2=-3.00% i Cfl + Q' �r; oZ C; vi 0 CL � � • � r-©aM �, N to W t0 CC) U + + cr ' M to > ©- $ - 1270 °- a N M +o W LO +C7 •� ? PROP. FIN in �c °° ' Ln W - �- o � �- + �+ � '='�, � SURFACE � �L .�- + � M � ica u7 120 z TOP OF aLU ro � r ++ co - � �+ �.+�-+ QI- ZW M LO + ~ ,+.- Cif t!) 67p a �e�- ram- CL RIGHT CURB . • W coU c0 h y N ,n , csa; � TANGENT REQUIRED + LO I �mnm I-- � *+ • . - . MAX • N � `�1 70' VC 1241..:.48 3 Ln � r MK1 n iCIQ P = 82 r- u r oto M > /I 13+59 � L=41.2 0' • 00 r o =+ 00m G 1 9'1. w PI-1242.01 rn(n --2.901 N � U U -� �1"N �' N Q W i TOP F W M . ann U m c� 0 12J{) - s RIGHT CU�$ cMt� rim c ', `: `r ,t �►� o �- rp � LO 00 MN� NW � � N W e ► 1 s •S9/ �M "w M in Q + Wit- P SCALE: MN TOP OF PROFILE • r TRIGHT CURB PROFILE:1 GREEN GROWN 1 T HORIZ 1"--40' [ IGN SPEED = 30 MPH _ e VERT: 1"=8' ;>m��,xx, x,,..x, ,,,,.�„xxxx xn ,u.x.„.�««,,,_.x�.m»x<w. ,,xa CONSTRUCTION NATES 10 11 12 13 zw« 14Q� �Q PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. M O APPLY ASPHALT EMULSION `L' O i CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6"C.F.) PER COUNTY OF RIVERSIDE STD NO. 200 CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE CENTERLINE ANNOTATION STD N0. 209 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE No. DELTA OR BEARING RADIUS LENGTH REMARKS STD NO. 403, SEE CURB RAMP DETAILS ON SHEET 38 C N39-22'47"W 116.44' 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 � A--11'40'34" 450.00' 91 .70' L 12°46''26" 450.00' 100.33' N40-2839"W 130.38' PLANET COURT �w GOLD MEDAL COURT Q 6--36-52'02" 400.00' 257.38' SEE SHEET NO. 17 >. ; �� SEE SHEET NO. 1 1 X138°31 09" 600.00 322.67' Cno S2 3.84 W � / �o r�N BCR ECR � �` ' 3 7 O T S N M _ C 41. 6 CURB ANNOTATION L, © EN Sp MAINTAINEDE R/W Cf- . : .... .. BY NO + , c�v w ELEV. A 0 1-w FOR FL No. DELTA OR BEARING RADIUS. . . .:... ,.. . . �. :.. .. � R ;MP 1 BE I G LENGTH REMARKS t ►.'` EET 14 3 - 5; . 7 S E SH M L4°25'47,, 25.00' 36.84' 1 11 °° 7 1 4�G0, MEDAL COURT= 2 f-4�25'47" 25.00' 36.84' 10+00.00 GRE EN CROWN WAY= _ 1 - 2 rn 1 2 14 13-h32.1 + 7 PLANET C Um -� 13 4 - 10+0©.00�GREEN CROWN WAY 3 N3922'47"W 75.53' 16 02. 1© � -le 3 _ - - FS 1268. 3 5 FS 1241.80 1 4 a 4 6 REE# CRO 4 N39"22'47"W 75.53' W G 10 5 A-11°40'34" 468.00' 95.37' RAMP 3 ti. . .. : : .. ... .: :: 8 �n 1 RMP 2 6 L111 40 34 432.00 88.04 5' 10 OPE ECR 1 +78.50 w BCR 16+41.62 -10 �� a» N SPACE ►- 7' L1�12°46'26" 432.00' 96.31 ' 6 c' MAINTAINED O-w TC 1242.2$ 1268. 1 + LJ - BY H0 R1W r� 6 5' 36 5, SQ X12°46'26" 468.00' 104.34' • v cn 10' M cn Ft' + #iwl 1 , i r © 88 18�, 1O A 18 18 1 N40-28'39"W 85.72 W , z 4 56' 28 rn o 2 U U c r�_ 821 N40°28'39"W' 85.72' r w on 56' 11 &94025'39" 25.00' 41 .20' SEE SHEET NO. 18 LIMITED USE AREA SEE SHEET NO. 15 1 A--94°25'39" 25.00' 41 .20' PLANET COURT SIGHT DISTANCE GOLD MEDAL COURT 4 0 E1C F- W J W co Ix: U U CAUTION.: PLAN: GREEN CROW, N-WAY t1_ _. . F 120 EXACT LOCATION OF EXISTING ao 20 o ao so UNDERGROUND FACILITIES IS GRAPHIC SCALE 1'" = 40' BGR NO. 150181 UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. IIIIOID: 8 3 0 7537 UJ o NOTE: SEAL-ENGINEER 5620 FRIARS ROAD BENCH MARK= a TR 36475 LP. No. f50C353 DIG T WORK CONTAINED WITHIN THESE PLANS SHALL 1 SAN DIEGO,CA 92110 SHEET N0. 619.291.0707 cv NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT pF ESS/ FAX 619.291.4166 TM AND/OR GRADING PERMIT HAS BEEN ISSUED. QR �'q ENGINEERING COMPANY � � rickengineering.com COUNTY OF RIVERSIDE C3 © SCHEDULE'A f- Q• F San Diego Riverside Sacramento Orange Phoenix Tucson "' THE PRIVATE ENGINEER SIGNING THESE PLANS IS $ SEE SHEET 1 1 1W CALL y STREET IMPROiEMENT PLANS RESPONSIBLE FOR ASSURING THE ACCURACY OF .cC d b--r r,-rn . � i-r BEFORE DESIGN AND ACCEPTABILITY OF THE. WORK HEREON.. PREPARED NDE T DIRECTION OF. CITRUS HEIGHTS II YOU DIG! ac N0.76519 � �'� ,,J. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPR. DATE * F SHEETS ' APPROVAL OR DURING CONSTRUCTION, THE PRIVATE s <r TRACT N 6 1-800-227-2600 0. 475 y. ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN q SIB D CARS ED TON ..76519 ELGIN-EER REVISIONS . COUNTY � �. U Lp o _ UNDERGROUND SERVICE ALERT F 1 4 h ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR 4F �,� SCALE N: O FOR. W.G. COUNTY - w �z CA Q Call at t working days prior to excavating. le©s 2 �r'kDATE. REGISTRATION P 1 ; 9 Y PAPPROVAL BY THE COUNTY. DESIGNED BY. TW DRAWN BY. TW CHECKED BY. CPE EXPIRES 2 18 , 1 -4 CV COMMUNITIES, LLC FILE N0 R\173 8_Cltrus Hei hts\Cfvi!\Sheets\ImP rovement-P Ions\173581P-16.dgn _ PLOT DATIEe 11_CCS_ X017 J . 17358 x = d »mm» �+ mn r v.w:,va,.::vivv �uuuvaw . ..-.:<rrnx,x'unmw.:xx:.u.:xx,..vuraive<w mr,rmmmv„vuuumm^n ,» >,»»..a. u..uun,x,. u..Fuu"u.u. ..u,a.mrv.r-re-. 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Q �_ ax�<xx Y=,:;n. . in 0 � OCpv- �m � aw„ CL TOP OF M 2 .5oi LEFT CURB7160' VC > o`' o 0 0 0 + 2 m w. to _ p �, . 126 12+9 .84 © o u i o ��' in 10 r r 0 © 0 COCA N ©, �; r_ r—o ti N Q . z w CATCH BASIN00 100 VC G 1=6.041. p o C\1 C» c . 0'r` t() d17 . + CCt + c0 + :t o + FLO+ t0 C0� ■ r _ PER RCTD + _ y c v G2=0.501. o 0 o . C , o �'- r- 1250 �- F co Ui PI=1257.82 `` o r u7 est+ CSO $2 eN- 00 - 1280 c>= STORM DRAIN m o o N � 0 .: �' 0 11+50.00 w o ca rn + + c'°� 19 0 p PLANS .,- E1- • w 41' + cLD M N + } G 1=2.501. p aaa ori rn rr + �\C2 %-I , C) 0 0 � ,NN + Cb � o ©►- v G2=6.00'1. o . �-+to" w N n1 EXIST. GROUND / A r c a- a- m o w p o N o N 0 CL Y C'�- s 0 w w p ©� �n 0io u7 � + *— � s aj o O • rn�-M o r— ai c�a x GO O N O(D o c0 N ti ti u7 0 ; �vu, �,,,, � k v�»r � � u�r<nxww�.,,x,»Ma�w. ♦♦ ,��„m��..�,w�a»,..�w�»mxv».M-��,m».�aum, �am,a»»».,»»r,,,, x:xx��,�.�,� ,�.rrn�x,.m�a,,.aw»,�aunarn.�<n,,,r,��,�,m�»r, .a»�a,.xn<»..ua,,�aw,w,» »_»<x,�am�.,�.m�wr 1 ori �'�' �,' PROP. FINISH � `r°� o +oin+ SURFACE C a E� ,r. v Uj CLj ca Z UJ 0' / 2Z.Ga EL 1254.60 SHORT TANGENT ALLOWED AS GRADE IS LESS THAN 1250 - 5% SAX 3 �' x 160' VC s 3 w o 0 0 0 0 + E 100' VC PI=1266.59 p 4r N © " �o to U)i h 12+95,84 o c©oo m o' • N ti � do r= r 1 'L=43.51' S0' VC PI=1257.84 G 1=6.00 o 00 , w,�; ',�, �' a + + s + cr, - u7 co �r c� c ssN� cv ax�u��nn � �v 253 lI= .66 . o M ,.x , to to 0 10+73.65 G 1=2.86%. w ©,cv d � ��• + "-' r e r_ CO ev m G1=-1.00% 0 U G2=6.00% o in re),s� + �° � �' 4r CV %► O o 4fi' � + ct� TOP OF �° °° ui •` G2=2.86% w ra a p ' :+ c0 c 1 �- N W in o NLO � '` RIGHT CURB M w u7 p . . �+ N • N times - 1 . O �• e— C0 I-CV o a— CCJ o o + In z + Qj�'' - m • w o cD ti CI TOP OF g g _ u7 c0 a4 cc> cr,n Q; + + v7 + r- flfl ' RIGHT CURB - 12 6© 12fi0 :`-' NF-�� + Q� +� u7 a rNUm � �- $ M J C€1 + I N0 T moci r TOP OF �. U.1 PROFILE SCALE: s RIGHT CURB3 a °° CATCH BASIN PER RCTD 1 PROFILE: PLANE COURT s HORI a' If/40' STORM DRAIN PLANS t m my °° DESIGN PEED 3O MPH VERT:� E w _ .. r � », »wn��»�»,n» ammmm na»»,.�_..,_..__�..w�,aa��,�,u�,x. a,»»»�„ CONSTRUCTION NOTES 11 12 1 10 r_� 14 15 PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. r2- UNDERGROUND APPLY ASPHALT EMULSION CENTERLINE ANNOTATION CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6"C.F.) PER COUNTY OF RIVERSIDE STD NO. 200 No. DELTA OR BEARING RADIUS LENGTH REMARKS 5 CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE a N88°16'06"W 126.40' STD NO. 209 &-54a 40' 13 400.00' 381 .67' CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE i t STD' NO. 401. SEE CURB RAMP DETAILS ON SHEET 38 T� LOT L�-99 17'1 1 " 300.O0' 519.86' 1© INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD N0. 1221T/�,, MAINTAINEDOPEN BY HOA CONSTRUCT "T"RAMI' PER COUNTY STANDARD NO. 403, CASE D. FC T/ Yo. S 12 SHT. 5 OF 7. SEE CURB RAMP DETAILS ON SHEET 38 rC 2S 1S Q � 013 2s •s6 1� CURB ANNOTATION 13 CONSTRUCT hOCAL DEPRESSION PER .11 QCOUNTY OF IVERSIDE STD NO. 311 �, No. DELTA OR 'BEARING RADIUS LENGTH REMARKS N '�? i ► 1 &91°30'06" 25.00' 39-93 [2 AF99 42'29" 25.00' 43.51 ' L'�N�RTjF 7 c.1 c>` P'a�0o°j c 3 3 N88°16'06"W 79.92' FOR C pR•, 6 cxo o• ,,,�• ,�•Co' N88°16'06"W 77.75' S F� cv0 �;voo� n2,Q ' ► STORM DRAIN LINE A. 7 10 3� ,�• SEE STORM DRAIN PLANS �T V' � v '.-�� �� �j, � 5L� t���4'40'13"' 382.00' 369.50' SHEET 4 & 5 FOR PROFILE s 5 2 6 AF=54°40'13" 418.00' 398.85' Be m s ,� �Z.�;o kOA ° T R R/W j ,� �S LA N _ 60' s Ci,, Q .. 3 12 PLANET COURT 13 o ' t 30 JO 0 0, 3 i 0 20 20' 10 �`� mQ o'c`'' 0 1 2 11 c� � O� 4 40' cv,v o�, .,� t' �0 6 �`s� SEE SHEET NO. 5 �NO CjQ7� 0000•�� �,� R1W TRAVERTINE DRIVE 13 Sao J 49 46 0 48 4 LOT 'Q' �-- OPEN SPACE polt MAINTAINED BY HOA w Q W CAU O : � � EXACT LOCATION OF EXISTING PLAN: PLANET COURT UNDERGROUND FACILITIES IS BGR NO. 150181 UNKNOWN. CONTRACTOR TO ao Zo 0 4o eo azo VERIFY IN FIELD. GRAPHIC SCALE 1't = 40' WDID: 8 330375376 w NATE. SEAL-ENGINEER BENCH MARK: o, DIG ALEILI JL I S6z0 r-�iaRs�oA� I.I'. No. f5'C�t�53 . � TR 36875 WORK CONTAIN WITHIN THESE PLANS SHALL SAN DIEGO,CA 92110 SHEET NO. ' f l NOT COMMENCE UNTIL 619.291.0707 v TM NIL AN ENCROACHMENT PERMIT �E ESS1 (FAXj619.291.4165 U 4 �, AND/OR GRADING PERMIT HAS BEEN ISSUED. - _ COUNTY QF RIVERSIDE � O R _ � � � �NGINEERIN��UMPA1tiT1' nckengineer�ng.com �— U %- San Diego itrversttle Sacramento N g Orange Phoenix Tucson' THE PRIVATE ENGINEER SIGNING THESE PLANS SCHEDULE A ,.� S LA S IS ,� �, SEE SHEET 1 CALL 17 U ,a RESPONSIBLE S ONSIBLE FOR ASSURING THE : � ACCURACY OF ._ STREET IMPROVEMENT PLAT 4, rn PREPARED 'DE T l- BEFORE � HE TION 0F. DESIGN AND ACCEPTABILITY 0'F THE WORK HEREON:. ,,, m c> CITRUS HEIGHTS YOU DIG.. C_ T I I �.� IN THE EVENT' OF DISCREPANCIES ARISING AFTER COUNTY �o,�s1� 9 '-�,_ _ 3' . DATE BY MARK APPR. DATE * * F � SLEETS 5 CC APPROVAL OR DURING CONSTRUCTION, THE PRIVATE o a. - Q 1 ��� 227 � 40 b �. ENGIN ER S TRACT O 5 c� R HALL BE RESPONSIBLE �. FOR DETERMINING AN ENGINEER REVISIONS E ISIONS CARSON N COUNTY GI GTON 76519 _ 1� _ UN E�.GROUND � IEA �' S RV C LERT ACCEPTABLE SOLUTION AND V _ REVISING THE PLANS FOR � . e 1 40 FOR. w a;.z QF ,� . SCALE : WOi � l H COUNTY Cult at CA . , seat 2 working days prior to excavating.,, _ Q Y_ APPROVAL BY THE O E C LINTY. • DATE:E �Z REGISTRATION _ DESIGNED BY. TW DRAWN EXPIRES 12 18 . BY. TW CHECKED BY: CPE 1 4 CV COMMUNITIES LLC FILE NO.. R.\17358,.Citrus 14eights\Civil\She,6ts\improvement_Plans\17358IP_17.dgn PLAT i)ATE: 11-DCT-x{117 JN 17351 F n .�. L=141.39' O.C. I 00 _ 17.6$, Lo 11/8- 1280 U C= + U) t O O d d N a �` p " M CC) ( LO sT ti O W U CD CD O O O O O C3� + CV C><3 . C>D M t`CIC? •ap ' C3C) CV + O O C" d ! m N N N N C,i 00 N M m p O O "� O FI' C3� • CIC) O d In,M d `= CV a0 ti a? - r. CV CV 00 M p O O � d Cn ti Lo O M p • to � N r �`` U �' N tv ;tU � �` P- U i d Cr cP O O C3> N t>D O Ln ti O O + h- ti CJ N N d t-- r CU CV CV T ti TCP (�F x p O ■ . i n p 0 CT► M Ui U) O + ti U e-- ©'� N M ti tl3 CD V a �" OCD Nti U) C10 © d Lf! ■ d • C3� N6r Op � O + N + ti + ti ClfN mr W � NGL ~ � r Of3e�- CL V d• ti ' CIO CD CD oo 00 p ti C>J O � N � + CD V W + W �" N � N C1C) N �'� � T � � r r � +r � � W ILEFT CURB O N CD In aC1 + + CD (� " ti CV 00 CV V- r r 1.00/. • x � CV t`- Lf) N �- r N + CD + ( NN �. CV Gee- � � � � -1.0 U CC> + CO + CO r tD N W 04 4— r r N tt3 N c.3 •`- 0.50% -0.50% CV J a � r y, . a C. O.C. 7 TCP OF E TOP OF NO X-BUTTER LEFT CURB LEFT CURB , a L-97.7 3$.0 ' I 4 1260 - -24.44 , a 4 VC v ` w I I="f�73 20 7', E ► a G1=1 d 7. w a 3 / G2=- g s I 2 E 3 EXIST. GROUND O 00 Q , , ».,.,. .»,.,.. , :.aa... .. wn _ ti k f` O d h-.. . W O . ti CT1,, _ I ;000. I d N ti . ,��, a Er N �cc3 °' END OF CUL-DE-SAC VERTICAL CURVE LESS OJ \ rU�a; O O cp a LO ti ti +O Ui �n <I _ y+ ti - p ;' " CD O ti , , 3 c,, THAN 100 MINIMUM DUE TO LOW VOLUME/ ; ( O dN dt,- ON t` O + O LA + r- N 04 e-- M p +p N F^. 0 d ti M ` tlp d M O . + f3`► _ . d + ti CV d d o Q o' \ r. ti d , rn N N LOW'' SPEED TRAFFIC Lz"' O O Ln \ Q t0 CV 0 � �. � U) O CIO CV r � � � C?1 CV Cdr ED 0ON d Cd CV p O [' - Cn d NO e- e-.- d CI O tD C97 .C>0 .j' :. M D + CJd M U') Cn Q7 + CD + ti + ti I` Cp C'd © . ©0 4f) ( �f3 07 Cis CIC)WLO d U) M N 00 �n ' ti (30 (D + CD C"j W r- N co � V- � a- N I`: u i:f` ti r--C� Cdd + + 1= tk? L>�' r�- r �- - .� ©� a 3 + Ct3 + CO + cD+ + + + tD N eCV- erg- stV- r !L 2 ' p D 1270 - LO Lo $2 z - 1270 N 1CP v g} _ 4 < 4 , PROP. FINISH CL SURFACE a CL v u a a ©r p O O D d O €Tr + E1' I� p W dC> q C3 V2 A OR _ cm 00 CP OF a + dM O M O O O O O OC» � f'- LOCO OCA NO + d + 0 + Q+ fl- W F, U3 O Cn O"et �n In - + ti C" N s- +r- �. 00 p 00 RI HT CURB Y CO ' f"; O O O >ti CV O d Cn O V M © + F- 00 CV C7C3 CV e- e- LnOCD O DO N . M O Uj In C7> V c3 + a CC3 eN- CIC) N r ti N ti 09 C"O i n O © CJS o" f37 + CO � tQ r-- L) I� + Cfl � � i.. tid t%3 CU C>D C>o + cD + QD + QD r- cli LLCQ 1�/ Vel- e�-- eN- � N � � CV CD CV � eC-- � � 4 - 170 0.50/. TCP OF x TOP of PROFILE SCALE, RIGHT CURB k RICHT CURB X a s PROFILE: PLANET COURT z v: � � � HORIZ 1'�40' DESIGN SPED 30 MPH \IERT. 1"=8' CONSTRUCTION NOTES 16 17 18 19 20 PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. CENTERLINE ANNOTATION APPLY ASPHALT EMULSION No. DELTA OR BEARING RADIUS LENGTH REMARKS CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6"C.F.) PER COUNTY OF RIVERSIDE STD N0 ZOO 16 r r � A--36052'02" 4"flfl.flfl'' . . 257.3$ 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 ET �• LOT T E SHE A'� OPEN SPACE � A--22000'26'1 800-00' 307.2$; CONSTRUCT 'T"RAMP PER COUNTY STANDARD NO. 403, CASE D, se Q t4 VJ Q N39-2247"W 116.44 12 r r �� MAINTAINED SHT. 5 OF 7. SEE CURB RAMP DETAILS ON SHEET 38 LOT GREE BY HOA CURB ANNOTATION OPEN SPACE 56' rn MAINTAINED a, 28' m'�-, `Ls'• BY HOA 1 18 18' 1 +Lq C" No. DELTA OR BEARING RADIUS LENGTH REMARKS C3 , •- LOW 34fDi4 W �7°59'1 9" 418-00 1 58.28' N'`' ► 36' S v ' me + , t- c3 / QX36°52,02" 382.00' 245.$0•�s,w ,;.► ,� mf- rc 3 Itr d o cpm 38 3 d=17°44 17 418.00' 129.41 ' N A � � r- � L�16°02'56" $18.00' 229. 13' ' R/W10 F-``' A--15'00' 17 78"2.00' 204.79' ,- Q N71°27'41 "E 49.67' 3 r 7 L -13 34 54 110.00 26-05 3 18 5 E!� 2 + PLA„ N38-57'45"W 50.74' SET 6� CO '' 12 FIT 19 c> .; 9 N7 ° ' ► F5 - w 20 [ 1 27 41 E 49.67 Ln ..�, EC 20+72.73. &=212029'56" 38.00141 .40 + } um 4 oc o A 44 � 0� o �,� .. 43 R r.�n LU ob, LOT `A' �. Go 6f` ~ 4 2 C*4 c+s> N . OPEN SPACE �, 41 Cq N + MAINTAINED BY HOA 00 4C vUw •.` 39 Ul - W 0 � co w ,¢ _at PLAN: PLANET COURT ON© d o r T 40 20 0 40 80 120 EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS GRAPHIC SCALE 111 - 40 UNKNOWN. CONTRACTOR TO R' O. 150181 VERIFY IN FIELD. VDID. 8 3C7376 N6TE SEAL ENGINEER Sb20 FRIARS ROAD BENCH MARK; r.P. Na, 150053 Z WORK CONTAINED WITHIN THESE PLANS SHALL SAN DIEGO,CA 92110 TR 364 75 SHEET NO. DIG ALEnl A `J A 619.291.0707 cv NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT pF ESS/ TM � (FAK)619.291.4165 COUNTY OF RIVERSIDE C3 AND/OR GRADING PERMIT HAS BEEN ISSUED. Q r1��N>t1 x Nc t MpAxv rickengineer€ng.com • F San Dlego Rry � ii SCHEDULE fi' f— � - eg ers rte Sactamerfo Orange Phoenix. Tucson N. $ THE PRIVATE ENGINEER SIGNING THESE PLANS IS �. SEE SHEET 18 � CALL � '�,� � E E 1 STREET IMPROVEMENT PLANS RESPONSIBLE FOR ASSURING THE ACCURACY OF -_ m PREPARED U THE ECTION F BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. w © • CITRUS HEI _ _ � TS II YOU DIG. N0.76519 8 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPR. DATE F SWEETS 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION THE PRIVATE s TRACT { . ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN q X E RSON � DGINGT N W ON 76519 UNDERGROUND SERVICE ALERT ENGINEER REVISIONS COUNTY _. F a 1 40 :FOR.. ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR 4 \ .SCALE. He W.O. CODUttTY . F C AL �p _ _ s Call at 18ast 2 working days prior to excavating, k ;. DATE. REGIST _ a a' RATION XP R S 1 1 , c1� _ � Y PE I E 2 $ APPROVAL BY THE COUNTY. DESIGNED BY. TW DRAWN BY. TW CHECKED BY. CPE : 1 4 CV COMMUNITIES, LLC FILE N0 R, 735.8-Citrus Hee hts\0tvtKSh is\i pr ovement_Pbns\17358IP_18 dgn PLOT DATfa 11-0CT--2017 JIB'IT358 s s 50' VC 130' VC 9 3 PI=1296.96 PI=1298.00 @ A/4 D/2 G 1=-0.93% x G 1-1.25% G2=2.30% L=36.32' G2=-0.93% m m o o o o 1� � PI=1297.27 m 8 © N po Oma,- - o C" M + o' o N v u7 ter- r co 00 «; ago y w C � ri E N u+� C) C W or° oo v c~o . o ti cn ti r- r- rn rn 00 co + a + o �- TDF' OF TOP of W z . ,` c� ti c m ,,., m rn °' N N 00 : ILO V � o M M LEFT CURB 1001 s N r CV H ~ �' r.N t!7 � � 00 ` 00 in Cn r LEFT CURB M W v- 1�- fir' Z a0 f`s- r "X 00 N o0 0O 00 C3� + C5 f . > d- .F �-. t• U Cn C.� f�3 00co •- U CV N N + Q l W .__... ..... _ ... .. ��//�� .. .- :rxr uu< 'amu.• vox .... w...a:.MR:A, awus�zar�a;.mr. .a.+u�:. ;.,x.�,r.::>u<.u,.:::x•,u,.u..<.0 �x avemera xxxmeax«..a.M,«�. ...;ux:aas:.v�w: ;:x,.:x:.,-:.wx.Gr:<:rs�»usua:uuux«xa<,».uax».xx:wix�n<mwwaww»rxrsus<u..rs<v»,.w<ru.:� wen :.w:<.,...»..uu.<»<x:<:<»„u.xe>� ..�»rxn»:ara�mm:>n.:�sx,uw.w.+».uww.w»»w»xs. �zx.amw�m�.mvvflvxmv.,v.:.w.x:a uwu�..»»:wxr.�<HI»�<,...w.ww.ae:,�mr.�raawwrrrrn �w 0 N J � TOP OF 3 961 g 11+48.1 Y Z W `r k- CL CB 4O. 19.77' O.C. LFT CURB <e "` 19.77' O.C. 40.98 8.28 O.C. 3 TC 1297.55 00 L=87.66' O.C. Q i 8 3 A/8=10.96' 1290 - L) 3 50' VC W, 4 PI=1298.22 PI=1297.37 10 54.60 I r- a�a W c x �,w 0 0 u„ ruxw t 9.x;2 ,» ..« � ,�.<. � �xrmw.. .... ,.. :_ ..;..,.,, ,.. , � a G 1--1.00% o o o " o v G2=-1.00% L) _ v N \ o �'; N o rr + o > W G2-1.90% > ti c 1 + o VERTICAL CURVE LESS THAN 10O' MINIMUM s �' w = °° c� o + o r"- a� W DUE TO LOIN VOLUME/LOW SPEED TRAFFIC 0 o 0 0 0 0 �, ao o Q rn,r,c� rh o i, -- . t + o o Doo o .-t� ti N + # r, - + + CL 'S tno . ACV: • ( ,. •CT1 o V�q " o ti P � "�, ['r'Y - �. ,0 •rLq .U,�. Nftn lu; 0 N . two Ce IV„ I r7 V7 tG Lf') 000 00 e-` - '�`- W a .� EXIST. GROUND r # CT)# C3� t73 V x r-, tiN ti 0 Nut coo N + + r '+ rn + r ROP. FINI H CL -" a 1300 - tL ems--© aW- �O CVS e-r r e- e-r + (�fie- e- �- e- N \ SURFACE CL / - 1300 on x `� LI,1 _1 \ z z f o� ul N ' CL 1 +23 DO FL 297.39cono s a 00 S • w 3 g r wu.»ru:<ruuuiusss±rw.uurowr u; 'uxvaanwv<xw<...8ww_w,.,«.x ,w,»». ,ww„ww .u<vaxsx:xzw.wrmmx»x< W� ,a<_o a:cx w.awwwu<,u» s , 4 L=36.32' � + 50 VC x 6 2 s PI=1298.59 PI=1297.28 - 1310 W ; o, 0 11+32.89 r- r+ m o , c� 00 M o cw o 8100 v;w © '" G1=-1.20% oy `�'0 Lo r4 © o v; o o 0 i + mZin � w � m G2=1.90% o M � a + M # +� e- � �' �"° TOP OF TOP OF 1 - o C9 r o tip o 0) o � o oo © 'r' ,ri Ca F J e- r _j RIGHT CURB 305 W . �, � •t wo � � 0 Go o m o o o L: M C" e- e- I RIGHT CURB FY d- rn CV �� 0Q�() d7 0 rfy � met 1`- U') . 000 + 01) M 1rS F- r W LL MWS T V• Va • Oi/ • I'- y_ f!1 + c r $ N tl7 LL' � '"' o CV + '` •rte t1J Tr Vim, `V �'/. 1 L. p CV C3� # O CV # # ff� C77 + # �- N - ONJ TOP OF e_ :� e_ e_ e- �,� CL e- e- a �+ e- - 1.90% X-GUTTER 1.0 - 300 1 RIGHT CURB �� �, -1.207. PRO ;� POINTER COU F k HORIZ: 1"=40' 11+26.34 CL CB DESIGN SPEED = 30 MPH g VERT: l,"=8 _ CONSTRUCTION DOTES 10 \� 11 � 7:4 12 13 14 15 16 0 0 PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. APPLY ASPHALT EMULSION p ���0 o � � CENTERLINE ANNOTATION 3 CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6"G.F.) PER COUNTY '��'�- 13�� �rGF 51 f, �m OF RIVERSIDE STD NO 200 l�0ly � , 9 ' `q ,'a No. DELTA OR BEARING RADIUS LENGTH REMARKS CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY :116" , 0 019�gT �- o, o� ,,� c 50 N 1 NO3°02'23"w 935.81 ' OF RIVERSIDE STD NO. 209 O`��P T) 'F� CG Q7p �p - yt9 `� �y 5 rr r �',� •c ,'� •'8 T, qSr Q R o CO &69 05'22 53.00 63.91 7 CONSTRUCT CURES RAMP CASE A PER COUNTY OF RIVERSIDE <O 'pG' < <G F� T •S 9 •cV r rr r E CURB RAMP DETAILS ON SHEET 38 F' �-9 c9 �C' , c 0 . q� �u m"' in V- STD NO. 4,03. SE �Pp C'y Tr C �� ,cS � y 2 Q N66 02 59 E 400.2$ N� �` r rt r PER COUNTY' �// 71X`9] S 5 `` v� rr e ) AF 52 37 39 320.00 293.93 CONSTRUCT CONCRETE DRIVEWAY APPROACH Q pp N OF RIVERSIDE STD NO 213 (WIDTH SHOWN ON PLAN) 0 1 5 3 � � N23°57'02"W 72-79' 1O INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 6' �2 3 © - _ LOT 17 6 1 2 i92 CONSTRUCT 'T"RAMP PER COUNTY STANDARD NO. 403, CASE D, PARK 7 , SHT. 5 OF 7. SEE CURB RAMP DETAILS ON SHEET 38 D T 2 p �. 13 CONSTRUCT LOCAL DEPRESSION PER TO BE MAINTAINED FcC �2 3 CURB ANNOTATION © 12 GOUTY OF RIVERSIDE STD NO. 311 BY HOA �jX 9j C No. DELTA DR BEARING RADIUS LENGTH STC O 6,� 6 h R/W 0 r � �� r rr r REMARKS •68 r 13 co '`'' ` 6 N cry 11=83°14 04 2'5.00 36.32 C, lex � 55 g K, ca - TC 1 9 cry ��. : 2 &-:83-14'03" 25.00 36.32' R /: `'• `' TC N c NO3 O2'23"E 40.56' TC 3 6th 46 8 `x' � " 5 © '` f29 '`BEiU c3'- S6/ S 1`�s' �' 3 ' M NO30'02'23"E 93.35' ��' ` b;3 4 7YJ, 5�, o, �r O 8 - C S, �'. '�.�,,_ © aa.• 5 L439°40'58" 56.00' 87.65' 91 �,. 2- ,` v ,...... - � ����:. .. ...: . � 6 1�9°05 22 35.00' 42.20' - , a r r✓ r • 6 4 D. �- 74 m 7 N76 20 47 w 40.96 C*j1 5 1p . D 2 •S 9 8 N66-0259"W 195- 18' Q S S F ,►., o cp r rr , w � � o 9 N66 02 59 N 347.52 F o S 13 7 3 > . T �,qj 43 S6 e r rr r E l/ N 8 F 1 N66 02 59 w 119. 11 /� 12 X O,Q R,q NF m R o 28 o Oq,©0 W , STORM DRAIN LINE A. q : 9 9 ,o fid ,�. . , co SEE STORM DRAIN PLANS 7 .,�' y6prq�j SHEET 6 FOR PROFILE LOT POPEN SPACE . m 70 �tiv�•y<vJ•to MAI TA NED Lhef? Y b 9 �✓ co (0 BY HOA O' cr el 4cc , J ^�h� ► .' C. ► UTON EXACT LOCATION OF EXISTING PLAN POINTER COURT UNDERGROUND FACILITIES IS 40 20 0 40 80 120 UN NOWN. CONTRACTOR TO GRAPHIC SCALE 1" = 40' VERIFY IN FIELD. V�aIL�: B 3C7376 cr .. w ca NOTE: SEAL ENGINEER 5620 FRIARS ROAD BENCH MARK I.f'. No. �l�®53 © ' I I G WORK CONTAINED WITHIN THESE PLANS SHALL SAN DIEGO,ca 92110 TR 36475 SHEET NO. ALER) r619.291.0707 NOT COMIr�NCE UNTIL AN ENCROACHMENT PERMIT 4F'ESS/ F b C.,) TM AX) 19.291.4165 +� Q � G©lJNTY OF RIVERSIDE ' ENG NIvE; IN Z? A2k1Y rick aneerin .4om; © ' AND/OR GRADING PERMIT HAS BEEN ISSUED. �, l cs19o - RiversideSCHEDULE A C� San Dae 5acram nto Phoenix Tucson egoe e N � i C N THESE PLANS IS �. a� SEE SHEET 1 THE PRIVATE ENGINEER SIGNING ESE LA �;, STREET IMPROVEMENT z CALL PLANS ._ : c.� R ASSURING THE ACCURACY OF RESPONSIBLE FO Q,--a cs rra PREPARED NDER H REC NOF. Q BEFORE W DESIGN AND ACCEPTABILITY OF THE WORK HEREON. CITRUS HEIGHTS I < Nt1.76519 � � F SHEETS YOU DIG. #I wQ IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPR. DATE �r > APPROVAL OR DURING CONSTRUCTION THE PRIVATE Jr, TRACT ILIO. 475 a 1-800-227-2600 ARSON GINGTO 76 1` �. ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING A N 59 : R REVISIONS COUNTY � ENGINEER � , _ , o a 1 4 F R. F O -. c�© SCALE : W.O. COUNTY UNDERGROUND SERVICE ALERT � \ H ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR F �. CA .z -t _ b _ . DATE: REGISTR P S 1 18 • _L1�L ATION EX R � E 2 V FILE N0. = i days prior to excavating. C COMMUNi1"IES LLC Cali at least 2 working ys P 9 APPROVAL BY THE COUNTY. TW DRAWN BY. TW CHECKED BY. CPE : � 4 � DESIGNED BY. V ,,. R.M7 68-citrus Heights\C l\Shuts\lmpr*vem,ent_P tons\173581P_19.dgn PLOT DATE: 11-OCT-20f.7 R JN 17368 - r ,. E ,.» J E � � 50' 50' VC 100' VC n PI= .79 PI=1309.79 I=1306.14 @ L 2 @ A/2 18+13.45 G1=2. % L=1141.02' O.C. G1=-0.60% 1320 x , G1=1.00% G2=fl• ©% = 7.63 y =-2.00% 81 R v G2=2.00% ri m °D> rn o °�-° CL 0 N M °r° o � oc+ P F o w • • W T 0 • • 1 4 LO p Ln C) O pm LIQ + 2 Cn O 00 6 00 O co 0 O 00 O Cb 0 CO � O Cn a; n O W6MOC� v- �n >. o �� � M M M � T F M M tel; � � � � © �' � LE RB O M 0 CV tD C> Cao O CJ) © `�q 0 a:M `. ti O r- r r- r W s-- m: r r g © ,r W,e- m r W U M p OO r+- M O M (q Ui O � NcD co + �C}�'p+ �� , : m' W CV O r- Ln ao M r e- r •. . .»,wti,»<».<»-,r. , 0 � 0.60% + O rl-� ro m �- -2.00% TOP OF TOP OF LEFT CURB 1.00% 31.32' O.C. b 50.00' 70.45' »50.00' 31.32'-0-.C . F LEFT CURB x fi ps $ 2 r 1300 - F 6' 45' 38.00' L8 9 t ®/4 F VC PI-1310.88 t 20+50.68 G1=2.00% Q -' G2=-2.01/. 1100, VC Ld 0_ C ro I=1306.14 .r n h c.v rrrrrr ».mw.�»..� .w.»xw,�< DL � �G1=100%• c>• END OF CUL-DE-SAC VERTICAL CURVE LESS2=28 .00% -� `° �r ' `£ G'0 o o � r THAN 100` MINIi UM DUE TO LOW VOLUME/ m o , o O ,` r+ c o rO� o ©, o _0 r- • m � *; � � r , + CL i`flW SPEED TRAFFIC O � GQ O E Ln • so • _uim0 � M + O,MM O OFt �t C) eta �` . 'q' O . .� O I` r s � fw,�- r ■ :Q O O + tt) ori i O Ln cit+ + O a) K�9r ) C �7 O r • O 'AL3 LA Pte- in 0 w + � -�' (�� MOO M� � r Q�1 0 1310 - *� a0 0 � � LO o+ c> + 0 + 000 -�.- - 131© Z 0 + O V r N Iter- P cc'r 2.00% -2.017. P 1�'rn r r LG M : CL W to 1.00% E W ROP. FINISH: EXIST. GROUND _ SURFACEL 0 CL 3 V� 100' VC s s T me<-m�... .x.».x..: � •__,.. �� 18+13.45 1 / , V �G1=1.00% � � TOP OF � k 2=2.00% '`�' + r s Q m oa 000� uao � ', RI HT CURB; E E p lf) Orn #' C71 i�) ; •O r- i` OCV + l` ON' ' m O 0c.4wP.!h N + O O WaM- O ' 0 M O M W Ui O N 'Ls +'O+ O c" M M 1310 - 0 o � © + o � `° Go °° �- .� , �- - 1310 TOP OF PROFILE SCALE. TOP OF RIGHT CURB 1.00% E y RIGHT CURB , PROFILE: POINTER` COOT Y � ■ H�RIZ° 1'��40' 3 DESIGN SPEED = 30 H RT: 1'=8' VE W TRUCTION NOTES 16 17 18 19 20 PLACE 0.25" A.C. OVER 0,54' CLASS II A.B. CENTERLINE ANNOTATION APPLY ASPHALT EMULSION No. DELTA OR BEARING RADIUS LENGTH REMARKS CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6"C.F.) PER COUNTY OF RIVERSIDE STD NO 200 Q N66°02'S9"E 134.70'.. a A--19'18'25" 500.00' 168.48' I (j) N:46-44134"E 147.49' 60 CURB ANNOTATION No. DELTA OR BEARING RADIUS LENGTH REMARKS 6 ss°02'59"W 134.70` ,� 61 ❑ Rr' N ° , ��O �� �� �a ❑ 66 02 59 W 134.70. _ 2 N O57 , cr Q A--1 9°18'25" 482.00' 162.42' ,Y ,� 58 cto, L4=19°18'25fr518.00' 174.55' 1-0 o ,w + ' ! ' M N46°44'34"W 57.94' Q co M '� �`' � N46-44'34"W 57.94' Q) m i"' N �'` 7 &160 18'41 " 110.00' 31 .32' LLJ C j F 1304 1 R/W 20+5p,6S ® A-16°18'41 " 110.00' 31 .32' .00 2� 2W [�9 N30°25'S3"W 50.00' : . Z 7 17 ' � - .1 �_ 3 � � 19 3 : � N63°03'15"E 50.00' 3 - 62 LU = 2 P � - 18 LA m 8 11 1�-212°37'22" 38.00' 141 .02` C/) v ER COUNT 1 2 3 1 , C) 69 R/W o+ `+ a `�.m + 68 �' 6 Q 67 66 65 64 Of CAUTION: EXACT LOCATION OF EXISTING PLAIN: POINTER COURT 1zo UNDERGROUND FACILITIES IS o 20 0 BGR . 150181 UN NOWN. CONTRACTOR TO GRAPHIC SCALE 1 - 40 VERIFY IN FIELD. _ WDIa: 8 3 C T537B �• � NOTE. SEAL ENGINEER �� s62o FRIARS ROAD BENCH MARK I.P. IVIS. 15l}©53 SAN DIEGO,GA 92110 1�R 36475 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL ''„ 619.291.0707 F ESS NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT R� /Q __ (FAx)619.291.4165 CV TM Q COUNTY OF RIVERSIDE Uj AND/OR GRADING PERMIT HAS BEEN ISSUED. N �NEiulac Coi�PAIVY rrckengineering.cam s a � ___ � . , 5C1fE©lJ�E A f San Nego Riverside Sacramento Orange Phoenix Tucson > g 8 20 cn SEE SHEET 1 v, CALL THE PRIVATE ENGINEER SIGNING THESE PLANS IS ' , STREET IMPROVEMENT PLANS RESPONSIBLE FOR ASSURING THE ACCURACY OF c� m ►� PREPARED DER THE CTION 0F. `r #- BEFORE DESIGN AND ACCEPTABILITY OF THE WORD HEREON. � � .� CITRUS HEIGHTS II _. 38 U N0.76519 F SHEETS You DIG! IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPR. DATE w� DATE BY MARK . Q TRACT 0 1-80,0-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE R A� 36475 - F0 DETERMINING AN SON GINGTON 76519 N E, SHALL BE RESPONSIBLE R ENGT E RREV IONS COUNTY ENDINEER IS _ 1 ' =40' FOR. F SCALEW.O. _ COUNTY! � �© LTr�DER!GRaLTNI� SERVICE ALERT p � H= ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR F L w C A . AT REGISTRATION EXPIRES 12 18 - E D E FILE NO # # working days rias #a exeava#in . 1 4 CV COMMUNITIES LLC r.� � Call © � k 9 Y P 9 APPROVAL BY THE COUNTY. DESIGNED BY: TW DRAWN BY. TW CHECKED BY. CPE V: � R:\17358-Citrus NalghtsWANSh is\Improvement_Ptons\173581P_20 dgn PLOT DATE: 11-(QCT-2017 JAI 173511 , �.� .,u«,:, _ <,.,.x,»� -4- ML . 50' VC s v I=1308. 9 L=42.31' 0 10+72:61 x. PI=1307.83 a G1=1.70% r N m 3 G2=-2.31% 0 VC 39.27 i , d TOP OF � wN _ m PI 1303.15 PI=1302.22 g w Z r- Q 00 c� _ > c r LEFT CURB M Q °�� � Q m � �+08.11 oNw= •w rn r. � wIn0 �o � G' -2.64/r .�- H P� � M � O � 3 . Lu v �' �. ti Z 06 ` ,,� r- •o r,n o � o G4=-1.87% �,c1c � a «j Fr w cfl 00 o i n r-� a( c? MN � «a °° w rr E o + 04 o+ w + � � V- + o oui to • r r N • f Ln M r- N a' M + Q TOP OF , + o N u N - ao F © No `'' ,mo i-' ' c� o � S t2LEFT CURB n + o °,,,°� r W M ren m f �- r c'"_' + Q Q r- °p w s z w -2 3 , N M � u �,- �,' c" 3 r 1l -2r50Y w `- z • + z w o + ,,,,,:_. �d A g 0 cr r o N mw o aLLI s 100' VC k z . P1:1308.86 1 Q' 1 - @ 10+82.64 s G1=1.007. o G2=-2.50/.E z o ao- > cn g i C3 iW w m M V f fD ►10 O O o © ti W o © O MtG t� Or-+�`Q O O fes- O ao ' & rN 11 p V-1 O to :C3 qr O c"Q • �"' o � � p � r- m r co N GOM 00 Ln#�- 00�GS) ■ • r-tG r o . CV O ,e= z b �+ o+ O } O tt) o©to '+ Q Q Q N Ln • .ko th ti to a) m .0'PO © M OM-F oM NONti ~ O .En U-)ILO 0 � � Q � O �i.. A , L3.. tom; V- r �s-M r r C'V ... + u7 � 617 • © '-+ + ... Z2 li 1.00%F �' ,.. N M + Q r 0 .G5 CV PROP. F NISH EXIST. GROUND 2.501. SURFAC ! CL f, CL . + o+ o 0 inCL 1308. 5 in in s SHORT TANGE OWED ■00% AS GRANES THAN tt 5% 100 13 . 7 FL f 1301.91 h 4 L=42.31' 50' VC PI=1309.46 PI=13138.88 v >-@ 10+72.61 x g ..,..,,._ - - , � co G2=-2.06X «, o 50' VG 39.27' • s O" M UJ M; i© U= I=13(33.32 PI=1302.58 o � - � wV) w o # 13+15.83 ? x M ao c>:? �r co i, u)o c"o ca IG 1=-2 13/ r� z o , „ a a ;s � o M +w �. U) f.-Ln o En 2=-1Ili co r- re) .27/. c; r; r- o TOP OF ©o + o TOP OF M M+ o o N�lor- LO «��n E-o o N10 Z e- QM � e-rye- M + Nu7 - V)in r O Mif RIGHT CURB Q RIGHT CURB c r� o cow r� t 'rM G, ct: Z _ IN N M +cli to O o 'Z • k 2.061, a+ r' i PROFILE SCALE. oo �e -2 13l r cv s a MORIZ: Vi` of PROFILE: QUEEN ESTH R WAS Zw VERT Vi i �.'w DESIGN SPEED 30 MPH e d H E »w »�� CONSTRUCTION NATES 10 11 12 1 ,a� ,tt 3 N O r Q r Q. PLACE 0,25` A.C. OVER 0.54' CLASS II A.B. i APPLY ASPHALT EMULSION CENTERLINE ANNOTATION CONSTRUCT TYPE "A6"CURB AND GUTTER t 6-C.F.) PER COUNTY OF RIVERSIDE STD NO. 200 No. DELTA OR BEARING RADIUS LENGTH REMARKS t CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE d N20019'07"E 75.39' STD NO. 209 t L-44°16'09" 300.00' 231 .79' 7 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD NO. 403. SEE CURB RAMP DETAILS ON SHEET 38 � • N23'057'02"w 72.78' 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO, 1221 ` 4A=09003'46" 400.0 ' 202.90' FC; ��� ��/ Q N6'6°02'S9"E 534.98' co 0 18' 54 � tiv 9 CURB ANNOTATION (0 ��n x FOR F N� � G© � WPB No. DELTA OR BEARING RADIUS LENGTH REMARKS QUA .11111 7 v aw '� a ' 'o 'cr' ' _ Np4ZN� . � �1 L F16 5 26 25.00 42.31 7. HFR �0 7 3 0, ,�gx319��N Q L�-96°5725 25.00' 42.31 ' STORM DRAIN LINE A. � 7 10 A, v r 1 � 3 M N200 19'07"W 27.78' SEE STORM DRAIN PLANS cN 3 R/W ES ® N20°19'07"W 27.78' SHEET 7 FOR PROFILE w ' S &-44- 16'0911282.00' 217.89' FOR FL ELEV. SEE SHEET 6 7 - 3 10 4 ® &--44"16'09 318.00' 245.70' BCR 38+41.38 1 d'- 1 R ��` .� o r, TC 1310.59 2 5 N23 57 02 E 29.78 .5 . . 4E' 12 3 + - AC [8 N23.57'02"E 29.78' es T 9 3 , -A Y 2 3 - - :. ' L1--89059'59" 25.04' 39.27' V) O ,� 2' L�-90 0{3 01 25.0(3 39.27 f Ar 89 TRA VERT 5 `' o c-- ' , `-' 1Acool�0• SIV � • 'C ,r E © V �whw 72 R/W 70 d I T 140. 6 71 ' LIMITED USE AREA SIGHT DISTANCE r ! w w �d z c� c.v w d QIIOI o PLAN: QUEEN ESTHER WAY 40 20 0 40 80 120 4-11 EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS GRAPHIC SCALE 1" 40' 150181 UNlNO N CONTRACTOR TO S1Q . VERIFY IN FIELD. DID: B 3,�C3753 W NOT. SEAL ENGINEER , BENCH MARK a � � E, 562fl FRIARS ROAD T.P. 13. �Jn©t�Jr. z � WORK CONTAINED WITHIN THESE PLANS SHALL SAN DIEGO,CA 92110 TR 36475 SHEET NO. O DIG ALER) 619.291.0707 NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT FESS V TM 't (FAX)619.291.416$ Q COUNTY OF RIVERSIDE 4v p ANVOR GRADING PERMIT HAS BEEN ISSUED. 'X ItiOINEERIIdG OMPANY nckengineering.com SCIEL)L/LL� F n i Riverside 1 Sa D e 0 Sacraments Orange Phoenix Tucson w CALL 21 THE PRIVATE ENGINEER SIGNING THESE PLANS IS �- � SEE SHEET 1 „ c. RESPONSIBLE FOR ASSURING THE ACCURACY OF STREET IMPROVEMENT PLAIDS d. E u � rn a PREPARED U f# TH f- BEFORE ACCEPTABILITY OF TH WO R`ON. ,,, � , , RECTLON OF: DESIGN ANDE RK HEREON. TP HEIGHTS� ► N0.76519 CITRUS EIS TS II 8 YOU DIG! IN THE EVENT 0f DISCREPANCIES ARISING AFTER COUNTY F SHEETS, w©c DATE BY MARK APPR. DATE * * >= APPROVAL OR DURING CONSTRUCTION THE PRIVATE s Q TRACT ISO. ' 1-800-227-2600 �O 0 N ARSO DEIN- ' ENGINEER HALL E RESPONSIBLE FOR DETERMINING A ON 76 19 S B L5 _ ENGINEER REVISIONS COUNTY ,� = LL o: : 1 40 FOR:_ l� ND SERVICE ALERT F A�� �� � ACCEPTABLE SOLUTION AND REVISING THE PLAINS FOR 0 \ SG LE H. W.O.W:O. COUNTY w ; F CAL ,, •; r 1- t0 excavating. DATE. R EGISTRATION EXPIRES 12 18 - Call at legit 2 wor�kin days icyFILE N �.cc1 4 CV COMMUNITIES: LLC E 4 c� � Y P , APPROVAL BY THE COUNTY. DESIGNED BY. TW DRAWN BY■ TW CHECKED BY. CPE R:\173358-Citrus Helghts\Gtvif\Sh:"ts\lmpr©vement-Pians\17358IP_21:dgn PtaT DATE: 11 OGT-2017 JN VMS: f f 100' VC v PI=1331.91 _ @ 11+78.95 L-36 15 �U£c,�LW�• M wJ G 1=3.OQ/ M er0 0�0 Lf) �PI=1327.08 a G2=137% 0 ma; o o M�- - 13 40o o M V0O o O 5 "Ot.0 U100 0 +M.OLO + t b L) � O 6n C'jC-4 F5tjMrn to Oo M CGoOct + + � ti O nO ti co t! MEO LO + MN TOP OF xr F 0" 0 s PQ in ro L B coo Po �- �— EFT CUR o N . - TOP Of w d- � ccs a- LEFT CURB r I F M M O F F » TOP OF F 11:i Lu E LEFT CURB 10o vc < PI=1331.89 F o ge-i0 11+78.95 ,� v o 0 o M 1320 - G 1=3.00% w o 0 _ o c� o L© `L © dam' - 1340 G2=1.37% Ln Lri N o f rn N Lh M i 00 O 0 f37 L� N NM + M t jf MM M ' ' g { LLJ r0 M r.. O O Q o 0 d 'fit hi N M �N r �" \ r (� + NA O OM t+iin ui � © � 800 Nrj o ti �M + N ' � � r CL a ti C€€a O ffl O •f� COVro © N CVO O L 6 O + M M a•-�- r- cameo"? + � �� ,� � � �+-- �+ � � rM-, � � EXIST. GROUND � '�" aCSJc'`v oM mom••- � � •- « FNISH CL "' S ACE 0 CL N F is � F /' ? f CL 10+23.00 FL 1327.20uj LLI 1320 - s _--- 10fl VC X6.15' =1 8.57 0 PI= 11+78.95 0 0 Y d � 10+67.3110 � P =10 I 328.320 > G1=3.QO% o c 4 �1`.3� cry � � a tea - C" � G2=3.0/. 0 LO aLo 01 a W; r` '.'; f'j r' M uj 1 Z C6 co C6 w O 0 r i 025 0 O cv n „ .a L01H M Y �O fp C'4 O•f o t1) CL: Ly} ° CV N N tkJ ? r C> . �' ,r d a0 CV , � N " o �` +M +M Ey<M P M e- TOP 0 f L r a--V— lV tp w E1' J C • L31 tTT-t M a— + M M . o > Ln N + + M r �-r RIGHT CURB rN `r CQ =) 0 r"') TOP� ` RIGH TQ CURB �. N M �— e— r 1330 °° - 1330 k r a a Q1— Zw h § 3 TOP OF � - a �a PROFILE SCALE. v 9 RIGHT CURB yon 10+60.81 CL B o Ln TC 1328.52 �. r �ri ter 3 o PROFIL ° BL E LAKE COURT � HORIZ: 4 f z s DESIGN SP D = 3Q MPH • L VERT. 1'=8' F r > F CONSTRUCTION NOTES 10 11 12 1'3 14 Q PLACE 0.25` A.C. OVER_0,54' CLASS II A.B. APPLY ASPHALT EMULSION CENTERLINE ANNOTATION CONSTRUCT TYPE "A6"CURB AND GUTTER f 6"C.F.) PER COUNTY No. DELTA OR BEARING RADIUS LENGTH REMARKS OF RIVERSIDE STD NO. 200 ( N49°59'29"E 67.23' CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD NO. 209 ( 649-42'18" 300.00 155.54' CONSTRUCT CURB RAMP CASE A PER COUNTY Of RIVERSIDE �= 3°5Q'S7" 300-00, 177.23' STD N0 403 SEE CURB RAMP DETAILS ON SHEET 38 13 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 SEE, SHEET fl■ 6 �= � 6--56°5a'S4" 3aa,acs' 297.66' Q 13 CONSTRUCT LOCAL DEPRESSION PER STORM DRAIN LINE ATRA►VERT1 #E DRIVE00 .� 0 CURB ANNOTATION COUNTY OF RIVERSIDE STD NO. 311 SEE STORM DRAIN PLANS ^? m ;h�N Fr' SHEET 7 & 8 FOR PROFILE N ' , No. DELTA OR BEARING RADIUS LENGTH REMARKS v o~�- Lti '�?'�• "` , 6 &-=82'50'24" 25.00' 36.15' r go Go W R3��'31.27 1 1 r©` - k:,�f� O 2 1�2°50'25" 25. ' 26.20 J + u o N 7 5 /C! ao 36 15 4 + l a v 1 7 f 29 W _ 24.92 68 _ 1O+ 6^ TR ". m c> R/W , a" Q N49-59'29"W _ 24.92' AVERTI 13 FS �. 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C7 ALER 619.291.0707 c NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 4f ESS/ C.7 TM (�� Q% (fAX)619.291.4165 9CUNTY OF RIVERSIDE _ o ANS/OR GRADING PERMIT HAS BEEN ISSUED. p � �r1�uvE��LxcGoz�P�N� ricken$ineering.c©� . SCHEDULE A P �, San bye o �irverside ....Sacramento Oran e _ Phaena Tac an' E : N Gv l s g s THE PRIVATE ENGINEER SIGNING THESE PLANS IS � 22' �, , SEE SHEET 1 4 CALL STREET IIPROEI ��T PLAN RESPONSIBLE FOR ASSURING THE ACCURACY Of -. o PREPARED DE T IRECT 0 � f- BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. i N Of. nu CITRUS LI YOU DIG! N0.76519 3 8 ,.�.� IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY . MARK ...PPR.. T F SHEETS APPROVAL OR DURING CONSTRUCTION THE PRIVATE A DA E � ; ,� 1-800-227-2600 e TRACT N-0, 36475 ENGINEER GI R HA BE RESPONSIBLE F t EE SHALL R B E OR DETERMINING AN � CARSON ©GIN ENG R V Div 7651 ENGINEER REVISIONS COUNTY 9 _ ,L�v F 4 _ UNDER, ROUND SERVICE ALERT � S C F : 1 4Q fOR ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR 4F � SCALE Ha ■ W.O.WCOUNTY w �z C A1. - :- Cal at iea�t 2 working days rias to excavating, t o u _ , v a w � DATE. R _ 9 Y PAPPROVAL BY THE COUNTY. D TW REGISTRATION EXPIRES 12 18 _._ DESIGNED BY. DRAWN BY. TW CHECKED BY. CPE = 1 4 CV COMMUNITIES, LLC FILE N0. RA173 8-Citrus Hel=hts�CAKSheatsMIn rover nt_Plara\17358IP_22.d n V � � � PLOT ©ATEe 11-©CT-2017 JN '17358 .,. ---- --„,,,.,,,,..,...,v J l L=137.68' Q.C. tt 7-1 4 �v 9,67' - 1 O ti rn m a' M 'p O d O cn p °� p O N N e- d ti �n ILO + LOj p-CIR C) p- lql • TOP OF f N O O Od O � t,ffl� d Nm �1CT �0 C5 4? 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PER COUNTY No. DELTA OR BEAKING RADIUS LENGTH REMARKS OF RIVERSIDE STD NO. 200 � A--23-16'46'1 300.00' 121 .89' 1© INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 � &350 37'04 3000.00' 186.4`9' 12 CONSTRUCT "f”RAMP PER COUNTY STANDARD NO. 403, CASE D, �� N41°47'SQ"E 94.32' SHT. 5 OF 7, SEE CURB RAMP DETAILS ON SHEET 38 a Q � 6=27'35'50 175.79' 84.67' o d N12°57'44"EVY 68.94' LO 1 o ' 83 o M 78 4V� CURB ANNOTATION 79 • p � �� �� �� .. .. No. DELTA OR BEARING RADIUS LENGTH REMARKS CM + F- hCm a �W_ t VO +© \ A43- 16'48" 318.00' 129.21 ' .: Q • .' „ca'x`v coo 12 , 8 `• 1 2❑ L�13016'40" 282-00' 65.35' �. +� M � c�, � � �►-� 1 � ;� `. Q A--35-37'04" 282-00' 175.30' 1 w c., a� 8� �' 4 A48°41 51 " 318.00` 159.281 �W _ 3 Q + EC 1341•�� N41-47150"w 62.89' _ Uj ejCO :€s FS 1334.93 3 7 N41-47'50"W 175.76' `�'+�5 R/W � c"` ' ... i, o A (/? _ �. � N 14°11 'S9„w 50.00' �! W 3 0 Lam-207°35'51 38.00' 137-68 .... ... . W M co ch t cn I00 m, � S` V4 p° R/W 4 o 3 'c�o LOT 'N� `'� ��, '�` �� �,.�, "" M_0 h 8 OPEN SPACE cfl• i• +s' MAINTAINED ( 88 87 �I ,'�9./� BY HOA � + © m �' ILA F � LC J' Uj Uj CAU t ICS MAN: BLU LAS COURT w EXACT LOCATION OF EXISTING 40 zo o 40 so azo UNDERGROUND FACILITIES IS BGR NO. 150181 UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 111 = 40' VERIFY IN FIEL©. DID8 C37537 0 _ SEAL ENGIN R EE NOTE: BENCH �► $620 FRIARS ROAD . NCH MARK, I.P. No. �+1153 � Li ALE , WORK c©NTAINED wITWIN THESE PLANS SHALLSAN DIEGO,cn 92110 T14 3647 SHEET NQ. d DIG ', 619.291.0707 i, NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT II ESS/ E..9 TM � Q (FAX)619.291.4165 COUNTY' ©F RIVERSIDE w o AND,/OR GRADING PERMIT WAS BEEN ISSUED. _ p � ENG1�aE1~��zr1c�c��i��1uY rickengineer,ng.com : Q San t)�e o Riverside Sa r m n SCHEDULE A Q Ci c a e #o '(?ran Phoenuc Tuuon' _ H $ Be THE PRIVATE ENGI EER SIGNING THESE PLANS IS �. SHEET w23 N N , � SEE HEFT 1 CALL �► STREET_ E IMPROVEMENT EIENT F�LA . U RESPONSIBLE FOR ASSURING THE ACCURACY OF -� � d a 1 P R �- BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. � PREPARED DE THE HIRE TION OF, CLTU HEIGHTS I U __ I T I �- i No.76519 �U Y©�1 DIG! EVENT F F w.� IN THE E EN O DISCREPANCIES ARISING AFTER COUNTY DATE BY - MARK APPR. DATE � � �.. SHEETS . +Y ' APPROVAL OR DURING CONSTRUCTION THE PRIVATE - ,f Q ^ TACT ilO. 3'87 1-840. 227 2600 �. ENGINEER SHALL BE RESPONSIBLE F0 DETERMINING N N R RA CA E G TON 76519 ENGINEER REVISIONS COUNTY � �. E GINEE 4 F _ . U D SERVICE ALERT :. : _ UNDE�.GR4UN SERV � �. � 1 40 FOR,: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR 4 \ SCALE H. W.O. COUNTY .- F C 1�1- T (D Call-at feat � working days prior to excavating. DATE:, 2or� REGISTRATION 1 4 _ EXPIRES 2 8 � Y P 9•_ APPROVAL BY THE COUNTY. 1 CV CQMMUNITIES LLC FILE NO DESIGNED BY. TW DRAWN BY. TW CHECKED BY. CPE -- Va 4 � R17358.Eftrus Heights\Clvlt\S�ests\Irnpr vemsnt_Plans\1 358IP_ 3,d9n PLOT DATE; ll_OCT_2 017 JN '1M8 e ; s < E 100 VIC PI=1 42.47 s L=41.90' 0 114100.43 PI=340.80 G1_ •00% a U G2=-fI.24/r s 1T ^�, 1350 = C" w ro m ct w w jZ c o o M 00 = oo �,,� © 43.4 �r - > � , d-o 00 d U w Cn PI= u woo r- M v r ) �<t o'er L6 �o am ,no 000 © ter o rn r '1 3 .31 07 cfl r- a- •D tf) i-- v-- N O N N � r © N O Q 1 d CO FT H CO TOP OF # ♦ d-o N � M + O � o 00 O # o cs' apw cL> tEa C3 V r � (�<`! 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GROUND �-` � ��, "'� ' �' ��? � y AS GRADE IS11 LESS THAN CL x , 1341. 1 5% MAX CL / • 02.97 FL 16+ CL �- -, 1336.10 g - 1330 s L=41.96' r n PI=1342.41 (r; rn ti 3 25.35' O.C. U,W r �' U m Z M N of w 0 © ,a L= , ( F 4 68.11O.C. , ter ..- ,..._. .�,�..�, .�,w,,,,,, .. _.: txi. _a» . 36.42 e N �rrx ' ' a O N ..,, v .a�a,.,w»�>�,axi„�»»,.,wa��,a.�a ,�>�»»�2,,�:u,,��>�a�„��»>.,� Ln �,. ,.,.� r, o O o o _ 1=1336 81 Q " tea- o r ET M •�':Q a N ca O N O tv O a7 cis O N U M V. R TOP OF rn A + Z + 01 V, `� + r � Q � � ' + v o €�s`� m v " "; te r -• L'o wC" � © wo �+- + rpt c� " '.1 fn ro � � rn � r` 1q_ Y c[i � rn RIGHT CURB r� � v- _ _ rry _ + Jam, ro � fn _ f Z w -0.50/. �- r TOP OF U M '"� 00 °p Q° w w w ": ul N � o -1.24% RIGHT CURB w , co c¢ �" - r= ,r, c� / F 1340 - f , �, ' w m �� _ �- m� N 1340 o - .50Y. TOP© OF 5 PROFI . SC x RIGHT CUR rr_ PROFILE: KI DAVID WAY _ O x DESIGN SPE D = 3o MPH VER 1 „_ E D 8 COITRUCTIOI MOTES 10 11 12 13 14 15 16 PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. APPLY ASPHALT EMULSION CENTERLINE ANNOTATION 3 CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6"C.F.) PER COUNTY No DELTA OR BEARING RADIUS LENGTH REMARKS OF RIVERSIDE STD NO. 200 � N20°58115"E 380.96' CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE • X61116'08" 300.00' 32.82' STD NO. 209 , 7 CONSTRUCT CURD RAMP CASE A PER COUNTY OF RIVERSIDE rR v � 6057-0512811 53.00' 52.81 ' STD NO. 401 SEE CURB' RAMP DETAILS ON SHEET 38 r Aze L�16°53' 19" 300.00` 88.43' 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 fNOi i � ° " ' Q • ? LOT 'N' G N12 57 46 W 65.95 OPEN SPACE ' ++► L==129°11 '36" 450.00' 1014.68' ECR 44+68 N MAINTAINED L � ; 79 53 � A1--57°07'43" 300.00' 299.12' Tc 3, r68 h BY HOA O k69' 8 A-35 37'04" 300.00' 186.49' 9'69 OPEN SPACE ' 44+90• + MAINTAINED 4 NX Fol?FO BY HOA n -\C \' 2 sEE E�Ev. mry 7 c `� ' : 7 �- CURB ANNOTATION ,. 1d+16'4 ~TR MEET 7 ' , ,"'., ZN No DELTA OR SEARING RADIUS LENGTH REMARKS ao.°av�E'�T��F QR _ , �° 10 �•`� f7AVlb `" � .� ��k2 Q �6°02'06" 25.00' 41 .90' W,�Y R/W 6 . �3 5 94 � � .��.� � �,. � � �2 1�-96°�9'16" 25.00 41 .96' 95 N • ° r STORM DRAIN LINE A. ` cr,cry 8O 3 N2058 15 'W 333.72 SEE STORM DRAIN PLN .. .. A S 7 , , r` SHEET 8 FOR PROFILE3 - 15 4 N20 58 15 W 305.27 p- 5 . , N e V. v 56 16 08 3180th 34.79 B45+64 .. .. . , t 3 :. 0 110. 00 25.35 CR _ :;. . . 0 5 6 A ° 4.4 a1 - :. ti .. 1 5 3 � . . 7 N34 10 22 W � U fi .. � , 40 99 343 n 8 L=57 05 28 35.0 . � � 0 34 57 0' + > a _ �q k cs+ 99 41 22 56.00 65.11 � 1 18 1D ��`�� ,� , 1 A--16053' 19" CID .� �. �,, �v � a c� � err+' 318.00 93.73 W r_ R/W p 3 sx . `fie► 6;, 11 N35 31 00 E 40.59 TRAVERTINE DRIVE � 4 2 ���' w n 1 L1r=20°'O9'01 " 110.001 38.69' 13 SEE SHEET N . s , u . LOT 9 • © 1 N12°57 46 E 22.33 OPEN SPACE } MAINTAINED ' 1 N12°57'46"E 28.17' BY HOA Sl '� 1 &990 37'24" 25.00' 43.47' � Sp l3°27'27" 25.00' 36-42, }., 9O 89 Gid V J r ww 0-0- L T1 N: EXACT LOCATION OF EXISTING PLAN: KIIg DAVID WAY UNDERGROUND FACILITIES IS 40 20 0 40 80 120 UN�cNO N. CONTRACTOR TO 8G NO 150181 VERIFY IN FIELD. GRAPHIC SCALE 1" = 40' IDID8 33C37537 > , NOTE: EAL ENGINEER 5 BENCH Q 620 FRIARS ROAD ARK ,, WORK CONTAINED WITHIN THESE PLANS SHALL SAN DIEGO CA 92110 TR 36475 I.P. No. 1�Qt�53 . O DIT ALERT SHEET No. U ; � TM NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT '> 619.291.0707 © 'E ��Q. (FAX)619.291.4165 M AND/OR GRADING P ' )�NCijT�11f1litl�i�`OIw1PANY ncken ineerin .com COUNTY fiYtS�f � � PERMIT HAS BEEN ISSUED. �� l _ g 8 : U � _ cn SCHEDULE A Q F - . San Chego Rrversde Sacramento Orange Phoenix Tucson THE PRIVATE ENGINEER SIGNING THESE PLANS IS `� �' � s w �. SEE SHEET 1 2 � CALL ,� U RESPONSIBLE FOR ASSURING THE ACIMPROVEMENT a�. CURACY of � _ STREET PLANS BEFORE � DESIGN ANI? ACCP � PREPARED .DER 1"H- RECTION OF. I ACCEPTABILITY OF THE WORK HEREON. ,�,, , YOU DIG! �+ ►� : CITRUS HEIGHTS w<x I THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY r10,7ss>9II DATE BY . MARK APPR. DATE � �. F SHEETS � �� t-80�--227-26©0 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE �. cr ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN TRACT �O ENGINEER � � x REVISIONS eARSa COUNTY EC)GI ` oN U_ cp UNDERGROUND SERVICE l 76519 �. � B.V..CE ALERT ACCEPTABLE F � _ , SOLUTION AND REVISING THE P _ w cE LANS FOR F 0; \ SCALE , 1 4O FOR: OF \. H W.O. COUNTY Ca II at Ioast 2 workingdays rias to excavating- C x , Y P _ : 9 APPROVAL m� _ L BY THE COUNTY. to Z , DESIGNED DATE. R _ , E BY. TW DRAWN BY. TW _ REGISTRATION EXPIRES 12 18 _ _ CHECKED BY. CPE , 1 4 CV COMMUNITIES, LLC FILE N0. + : V R:\173 s _Citrin Weights\CivihSheets\Improvement_Plans\17358IP_24.dgn PLOT DATES 11-OCT-2017 A 17358 s r. r a ....�:,,_,,,,..�..,,,.w...«.,x».»zr......-,.,rR.0««»,u,«.m:.«.:«» ,.n»n»,>.:::»:s::»::r..;;a,,.,». .»»»,.».»..:•.,.,:w.».:<:v�w,.:.rtt.»».:a...».,.,.,.,,,,:,,.: .-:.,nn.,..»,.,..., ,.,".. .. s F , x 50' VC z L=37.10' PI=1352.53 5 m E Pr=1352.97 > @ 10+68.13 oo I v cry LO G1=-1.05% v p. o o v © M In , 0 w ca o Ui N p '1 An N m €, w d N O 0 00 � In CC3 ©p } -, M v G2=1.50% > M o ca • o LO co s MND w O O � O � N Ln � O NCLi � + Ln -� �{� � Mtn LO M Ep w �p p O O c0 M ' D Lfi M O r„ ti + In N LO + Lh + Ln + In M - M N J In O M fJ0 O <D CC5 + Lt7 sT r7 � r (� O LNC M Zp O M M Ln Lo Ln I-- In + L17 M W^) r- r 1 360 O d' Q r �� Ln + • r O . ' Lo Ln + Ln M M �- a- rn � , oMCn o , , p�? p4 N + , + M , rn � �- f - 1300 LO + E1' J ~�' OOIf) � MOM Lo + LO N Mrn 1.0 TOP OF o� a Ln + H+LO N� �` In+ US + M �- N C:> Jp1 � � m � TOP OF LEFT CURB z I � lz w LEFT CUR <c�— OP OF � ;: -- w 10+61.63 CL CB r LEFT CURB _ � `. Ull ' � 3 I 2 f t s S i CM D1 cmI p © p D cr o Q, o �- Q3 o 0 0 Oma r 6 Uig o `� � � d«i � �� � � � g O:. O p O Ln "� © t` ti O ►'- N r- + + L!7 + ul � '�' w w O O C:` O cD N L[i N ct� + U) + ' + M er M r ` �- Ln .,.� ,.....:.: may»_ _ Hca y »\� r.. 3 O4€3 Opo O'er O � � �• M O •�' � OEr � + tli � Ll7 MM © N �'(7, tV Ui t o N N r4 + n � + Lo I N M P n r rr- r- r 1,.00% g V �`' N + Ln r U a-- M e-- �- LU M 150/ I CL o� � L k EXIST. GROUND v--� \ C` I -2.00'. % 0 GL �'�-- ----- --- LEI ROP. FINISH x rs SURFACE 0 CL f 1350 - 10+ 3.Qo Fl - 1350 I 1351.74 _ g /3 s r 50 VC k / m' O I L=37.1 PI=1352.53 0 © a; fi 10+68.13 o N O o .- C cw 0 co + O' PI=1351.55 m , p co o � O Lo �; N O LO. �; In00 O O Lfl • M Lq i rl O ©Ci co a0 1=1,83% Q M p o O O O , ti p • ' r- «, a 2 p - > • p O O O M ■ . M O I Ll) . O. - N ~ Ln + Lf9 + to ..+ Lo L,f7. I �t ti v G -1.50% w ca p o 0 0o , w . ` o c Ln r- r- + r + Lc, + in . M In M w I N Ui N c0 + Ln CI- M c Uwe` e= w 0 / In01-OM , r • aE7 O O + LA � r 1360 - Z q Ln a O N �O C3 O «; Ln �• © Q•' +In LO N In 1" eM- tM- a 14r) to`- V- e- - 1 360 Ln'1-- M N . CO "O f 0 M I` + U) N M r r 1.00% MOM O J© � N C33NOM � Lf) � M �N � � � � � - �' N + >-+ + + Ln=+ OP OF ata � � TOP OF p J p M.�- e TOP OF s +;a �- a O o "-�� RIGHT CURB 1.5Q PROFILE SCALE: RIGHT CURB N M � J . � E I RIGHT CURB PROFILE. LY LAN HORIZ° 1'40' 2 + 10 61. 3 LCB ■ Zw DESIGN SPEED 30 MPH � VERT - � COI TRUCTION DOTES 10 Mw 11 12 13 14 15 00 PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. ~ 2 APPLY ASPHALT EMULSION 0 N a 3 CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6-C.F.) PER COUNTY 4 CENTERLINE ANNOTATION OF RIVERSIDE STD NO 200 No. DELTA OR 'BEARI'NG RADIUS LENGTH REMARKS CONSTRUCT DROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD NO. 209 � N12°47'06"W 156.34' CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE seg LL71°09'Q2"' 300,QQ' 372.54' STD NO. 403. SEE CURB RAMP DETAILS ON SHEET 38 � 1 129° 11 '36" 450,OQ' 1014.68' 9 RESIDENTIAL DRIVEWAY WITH A•C. DIKE PER COUNTY OF CQ j 0104=67.18 CFS RIVERSIDE STD N0. 06 7 Q 10---37.69 CFS > � qlV 1t? INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 E� 6p� 13 STORM DRAIN LINE E AND EASEMENTS PER CURB NOTATION 13 CONSTRUCT LOCAL DEPRESSION PER q Sq• 3 20, ,� STORM DRAIN PLANS COUNTY OF RIVERSIDE STD NO. 311 �0xx8��9, 00 No. DELTA OR BEARING RADIUS LENGTH REMARKS 15 SWING GATE PER RCFC STD NO. M820 00• C / A=:85"00'59" , 00,.�fMpgS �', `' v. ,, �1] 25.00 37. 1 Q Y 44 X� �� / LOT 'H' �,r, rr [�]2. d 5°Q 'QQ" 25.t3O' 37. 1 Q' FpR 7 � ;; h �;gv � / Q N12'47'06"W 113.21 ' Sic; F� a `�^ OPEN SPACE SEE GRADING PLANS S F� Q.\•o,�: INTAINED FOR ACCESS ROAD 1 N12-47'06"W 113.21 ' xto4. TO BE MA � o a BY HOA CONSTRUCTION DETAILS 5 A-71°10'34" 282.00' 350.32' c RCTD DRAINAGE '' 0 A--71'10'34" 318.00' 395.041 BC,Q 5 Ec• ,«� EASEMENT PER TR36475 ' C � � 15 / �, , FINAL MAP ' CL WAY 158 R/W `Sc98 _ r �► / „�•,` q 12+00.19 S p u� LLJat 40, 11 , _ 5 3 ✓ ,� 42 Lai, ' w d • � Z , 4104 13 V Ui - 3 m Q . � , � 15, STORM DRAIN LINE A. SEE STORM DRAIN PLANS . . SHEET 9 FOR PROFILE lam— 13 Hca hti D VEWAY LOT t Jl 12+76.58 / R/W t c / 15 OPEN SPACE Sri TO BE MAINTAINED BY HOA Q 100=67.18 CFS Q10=37.69 CFS RCTD DRAINAGE SEE GRADING PLANS EASEMENT PER TR36475 FOR ACCESS ROAD FINAL MAP CONSTRUCTION DETAILS w Q CAUTION Z5 I EXACT LOCATION OF EXISTING PLAN: LILY LANE UNDERGROUND FACILITIES IS 40 20 0 40 80 120 �-- NORTH ARROW ORIENTATION TO PRESERVE UNKNOWN. CONTRACTOR TO CURVILINEAR STREET ALIGNMENT BGR NO. 150181 VERIFY IN FIELD. GRAPHIC SCALE 1" = 40' w , • NOTE SEAL ENGINEER 5620 FRIARS ROAD BENCH M�4RK o 1•P. Na 9 ©©5�3 TR_..36475 SAN , Wftlf C©NTAINED WITHIN THESE PLANS SHALL : ., alEco,ca 92i�o SHEET NO.DIG ALERUF . cv NOT COMENCE UNTIL AN EN �a9.2 �.0�0 TM _ CROACWMENT PERMIT p ESS/ : (FAX)619.291.4165 A d G, Q COUNTY OF RIVE ANVOR RARING PERMIT WAS BEEN ISSUED. Q '� IIGINEING COMPANY rickengineering.com RIVERSIDE r.� ©. SCHEDULE A C F San Diego Riverside Sacramento gran Phoenix Tucson THE PRIVATE ENGINEER SIGNING THESE PLANS IS • Orange' c� SEE SHEET 125 CALL '� ,,. RESPONSIBLE S BLE FOR ASSURING THE ACCURACY OF m TWEET IMPROVEMENT PLANS �- BE PREPARED� FORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. � RED NDE; TH -:IRE ON OF. ICI C-) w n, r CITRUS YOU DT HEIGHTS II wQ G IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE Y ARK �0.�ss9 B MARK APPR. DATE � � F _ SHEETS APPROVAL OR DURING CONSTRUCTION, THE PRIVATE d c �r 1 8fl�-22 7 260 ENGINEER SHALL TRACT A BE RESPONSIBLE F � LE OR DETERMINING AN ENGINEER V RE ISIO C S ARSO `DGING COUNTY � 76519 UNDERGROUND IEA o , _ U SERVICE ALERT F ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR � : 1 40 r, �t� 4F , \ SCALE : FOR:. L H W.O.. CONY �. Ca)I at #�ast w C�► 2 working da prior toe excavating. APP ' V R0 AL BY THE O _ E C LINTY. DAT..... E. REG ST DESIGN I RATION _ ED BY• TW DRAWN BY. TW EXPIRES 12 18 �► _ CHECKED BY• CPE , _. ;. _ 1 4 CV COMMUNITIES ..LLC FILE NOS RA173 R_Cltrus Hel ts\Ctvl e y gh i�Sh eta\imprb ement_Rlans\1735BIP_25.dgn PLAT t3AM 11-OCT- 417, JN 97358 ...... } » � E w~ a PI=1370 5 r PI=1372.08 f 19+79.0 I G 1=5.21% f I N r w rdN-ww cflao va� 1380 G22.41 � ©OO' VC ©cs>�PIi1361.59 U Cn mW © T OP OF18+08.30 G' =1.00% o a + �NJ av a DEFT CURB I G�=5.21% o © tix cMt�`.« " °° +m M 00 rn rLn 1.0 0C) 7 ,� ; + V- - 1376 o o M m o 1.rn + • rn Li Pi o c� + W P. as A � N oC� M G7 ,».� A..:.:.,: �,.»,»>m,»»�,,,, w.,.a,. »..:x„.=»�.,,».�.w.,,xd,» »,.,,,,,, �,_,x�.. ���.._. » h • © Lo kn CO + n TOP OF � � m •- _ rnLEFT CURB w 1366100. V PI-1371. 6 k c 19+90452 N TOP OF G 1=5.21 4 > Ln = W _ LEFT CURB fl, G2-2.0 % N 1 VC U cpm z � �; E1- �' � �- �, acv �° _ PI1361.57 U r- Ui ,cs • 1356 r 0 i"8+08.30 w c„ ,ri co 0 0 +, r- o Mcg ©Mi r) I G =1.001. © p + aci * r-� cv *- � - W G =5.21% � ' , r°O. `�' 0wo 4" a O cs o . cs U U , .. w - Z o o � w g cfl - 0 -. x - .� .�.. ,. ... ,:,�� �_»xmm�,u,..���r� .,,w� .,.� ,, ,,� o 2 001 u: � �»»w,n�,,wK.�na N o cz C - - � F + !� a o Q in ,., o � , + cc 1371.90 3 i CM °' ©o rn o . _ L ' + °�' .� ��% 5hlflRT TAN NTA 10WED + o o ct ©00 N o + + �~- - / F 5• AS GRADE S LES , THAN CM �r, - b • + c� + tc + r- M �/. MAX © -1- + Lo EXIST. GROUND �r� � � Z Lin U ? PROP. FINISH a CL__ _ P rLU •- SURFACE 0 CL S0' VC 43.47' 1366 P = PI- .57 - 1.00% W 1137flAS 37 _� 2 W14- = F / 19+73.10 w ~ a G 1-5.21X U N CL W VC G2=3,681. w ,.0 N 91 az rn CV PIS 1361.59 1 ti -J-J W Jn cm 08.30 �r ° °' + f m,v»,,,.xwr),.w ..wiv .:n v.au�..u,ivav' -b»>tmnm�w�wn»rvuur.:::.,,surmw.:wry vx raa:mx r x cuvn .e,wnvnum. ,um»r„w.m.:r.:mrmwwuu,.v eu1��l��r'� ^rnx wrammm,m»»Hams-r,v-_..-moeune,w„xvvv..uwu.-,wn,xv2o-uu;m,:;�rvwuu _m ,mvinwn....swceauwrraaso,xwv,'xw.w,srvinuw,s , vv*,�,wwnx.«:w.,»uerros,n. v.:wmxrv�..ev rcwvwirnw ' : cra a r O © Cp OcEaUE41 mw c� - aol'? tow "` `rteTOP OF lC%jI oI'lIw- RIGHT CURB 00 0 , 00F-- 00 Y-01 1366 - + o © < + p `r' '` cs, ,,, � `.' o Cn + + tG) U , , ti _ 1 1.0 ro TOP OFA � � .- •- � RIGHT CURB TOP OF w PROFILE SCALE. RIGHT CURB PR SIL t LILY EHORIZ: 1'40' E _ DESIGN SPEED = 30 MPH � ,� � _a....435&-- VERT. 1 8 , x�.n .�».,, �.µ.:.»a��:m». N..,,� m,��.�mx x,x ax„ ,nn.,,,,tt ,nwnrnr «:w�„w.� ,,,..., :»» _, a, ��.au��.., rµn�wr-.�,� ,�.a.� m:�m�H..�»�.� �w�..: M.xmaw,.��»w.:n,»�.x,u»,»�n,,,,m�, wrwxx.:, .aa�..�, xm»,�x�.»aa .,ar�.x n,,, . - ��,�T � �M. a� CONSTRUCTIOI DOTES 16 17 18 1 20 PLACE 0.25' A.C. OVER 0,54' CLASS II A.B. APPLY ASPHALT EMULSION CENTERLJNE ANNOTATION CONSTRUCT TYPE 16"CURB AND GUTTER ( 6"C.F.) PER COUNTY No. DELTA OR BEARING RADIUS LENGTH' REMARKS OF RIVERSIDE STD NO, 20flQ• • CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE Q N83°57'40"W 210.84' STD N . : 7 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE * (1) A--37013' 12" 300.00' 194.88' N* 3 N58°49'08"E 131 .78` STD NO. 401. SEE CURB RAMP DETAILS ON SHEET 38 NOTE: DUE TO THE LOCATIONS OF THE WAT x`� _ ER, SEWER AND STORM DRAIN LINE P'` 2 4 A, THE STANDARD STORM �� � L�-42 -10 26 300.00 220.82 5 � 1 INSTALL 0 I LL STREET NAME SIGN PER COUNTY OF 6 rz STD N0, 1221 DRAIN LOCATION AND SEPARATION PER COUNTY o OF RIVERSIDE STD NO. 817 CANNOT BE FOLLOWED FOR LINE C. CC too 160 q ' ti��v N o . 161 COO 163 C) CO ,�• : . : R/Ws '� CUR8 ANNOTATION to 162 '00 -' No DELTA OR BEARING RADIUS LENGTH' . .,. � �► , .. � REMARKS !XWj STORM� � c� R1� DRAIN LINE C. _ � r co , ,0 �.Y,_ � Z 1 N83-57'40"W , , :' SEE STORM DRAIN iP - 10 ❑ 210 84 a . _PLANS . ...- � : -_ - _ a , : SHEET 21 FOR PRO . .. � . •. FILE ; ,:: .: 3 � 2 N83 57 40 `W 210.84 o 8 11- C .- .� 3 -7-37'13' 12 282..00 183. 19 � . ... . . 4 L 37 13 12 318..00 206. 1 2 a ► " C)n 5 N58 49 08 W 5. 1J 6 N58 49 O$ W STORM DRAIN LINE A. -� � �---�--" . , .,c� � 85-15' cn SEE STORM DRAIN PLANS ,, „ / K s3 � [7 1-99 37 55 25.00 43.47 J, SHEET 10 FOR PROFILE o �' UR 8 A--99037'55" o i 6 CD CA����l� p25 00 43.47 7T NO. 219 SEE S TO BE OPEN SPA C R/W ,• m MA1jqTA j��E l er HOA 164 LI MITE381 TD DRAIN GE EASEMENTCPER R36475 USE AREA `j � FINAL MAP SIGHT DISTANCE a � Q100=41.71 � Q 10=23.98 c� m of w cv T UW ©mac CAUTIONS EXACT LOCATION' OF EXISTING PLAN: LILY LADE UNDERGROUND FACILITIES IS 40 20 0 40 80 120 z UN NOON. CONTRACT©R TO B NO 150181 GRAPHIC SCALE III = 4 DID 8 3C375376 VERIFY IN FIELD. _ , w � Nt�TE. SEAL ENGINEER © 5620 FRIARS ROAD BENCH MARKS I.P. N©. X50 :: �. E ' W©1�1� COIVTAIMED WITHIPf THESE PLAMS SHALL s�ry o{eco cA 92110TR 369�5053� � Rii] SHEET NO. TM NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT c 619.291.0707 Q�ESS�©: - FAX 619.291.41x5 LLJ iii' ( ) M AND/OR GRADING PERMIT HAS BEEN SS D I �� Q '� �NGINEERINGCOMPANY ricken �neerin .com C©V�V�� �� Rr�FR�IflE +� g g C,> �. San DDiDA, THE PRIVATE ENGINEER SIGNING THESE PLANS IS � �` � : ego Riverside Sacramento Orange I'hoenrx Tucson V), L F., CALL _ '�, SEE SHEET 1 Z RESPONSIBLE FOR ASSURING T HE ACCURACY OF a STREET IMPROVEMENT, ca , F�OE�IET PLAN . J BEFORE DESIGN ARID ACCEPTABILITY OF THE WORK H � PREPARED E TH R TION OF. cL o U HEREON. �, YOU DI w cc IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY CITRUS HEIGHTS II DATE BY MARK APPR. DATE * r�.zss19 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE * OF SHEETS 1400-227-2600 �. NG TRACT _ ENGINEER SHALL BE RESPONSIBLE ONSIBLE F0' R DETERMINING AN ENGINEER REVISIONS ISIONS COUNTY CARSO EDG I TON 1' - 76 519 o - _ UNDERGROUND I , SERVICE ALERT CC : � : , _ , ACCEPTABLE SOLUTION N A D REVISING THE PLAINS FOR F _ 1 1 4fl SCALE FOR. f _ H C A W.O. COUNTY _.� Call at as`t 2 working prior t U� Y ac � days o excavatl Y P APPROVA DtT Y TH _ L B E COUNTY. t DESIGNE DATE. , _ D BY. TW DRAWN BY. TW REGISTRATION EXPIRES 1 18 _ s _ CHECKED BY. CPE � _ = 1 4 CV COMMUNITIES LLC FILE N0. RA17 t 358,.01 rus Helghts\ClvlKSheialts\Improvel0ent_Plans\1735$IF_26dgn PLOT OATFA 11-OCT-2017 Jai IMS 5 . PORTION 'r OF 150' VC , PI-1377.70 _ y 21+18.27 k x G1=1.00% x G2=-2.007. 1 1385:- cliE _ o' vc � I O cD� ~� � � cTi € x Q� p�; CO N + r _ PI=1368 58 `j ' °" NQ c0 00 s x • L=37.30 R R TOP OF � + ti • m �, Hui No c � «; r N � p � @ 10+68.34 PI=1368.31 e- I n t` UI` NIC) f� �• N r CV cfl CR C:7 r O F 00 U G 1=0.50% GC M N e-N� CV rn xrn + I- d' �.. i1' .N C9 Q . 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'. e 41 .99' A/8=12.38' 00 TOP QF 9.44' o.c. a cci M 1 L=37.30' w r v co ''' °psi•©0 .•Nn 4 `�: r� 40.64' °° r` a ' r T r = �td- ter- M a1 00 CEI t17 RIGHT CURB %t- PI 1367.65 �-m M�ti ti�� � � � v aper-" •t.3 ti p � � M M M •C' . k -2 � 'r�"�tflaM- M M r` �.,,,,, � M C37 N CEi �'� •�. ©ap O � � r r (77 �` � M 2.00 - ' �-- - r U 1~C? M # '�^ N •N' N «: O (G r- m U v. tY_ • i + 11-00 N N '- �, �- M M N C3� LO CON LO 00 O Q tt} C 1375 - -1.25/. N + N V) 1375 s 1.60 m ;-N *- r ) + ss °Or` «, Cn N to ti N N � U �t j -1- N r`' G' � ` �" �Er TOP OF -2•Q0' nr W rN m '`. + v' MIGHT CURB - N v `� M P ©F P E. 5NM� TO tt POFI'LEC PROFILE: LAMB � A COURT RIGHT CURB TORR: 1,L 4G R a 9 DESIGN SPEED 0 MPH Z W VERT. 1"=8' CONSTRUCTION MOTES 21 2 23 24 5 2 �27 C:) PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. _ • N U2 APPLY ASPHALT EMULSION CENTERLINE ANNOTATION CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6-C.F.) PER COUNTY OF RIVERSIDE STD NO. 200 No. DELTA DR BEARING RADIUS LENGTH REMARKS CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE � �J8°55'20" 400.00' 62.29' STD No. 209 0• L�3°16'56 53-00' 77.04' CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE 105 gy N29-36130"W 178.53' STD N4. 403. SEE CURB RAMP DETAILS ON SHEET 38 ✓ 1kN, 5 ,11 14=19°23'00 300,00' 101 .49' 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD N4. 1221 5 N48°59'30"W 78.47' ( L\ 1°51 '02" 50©.flo' 714.28' aq AN ��,' ©b CURB ANNOTATION ti ��✓ � �� 150 x6,�� . °� ����� x �� No. DELTA OR BEARING RADIUS LENGTH REMARKS NX) N w '` ' ''� ,��6�' ❑ L4fl-07' 14" 382 r 00' ■80' �AAI.� �, X315•$Z9 �o R/W � �' �' 2© �G 0_0 �' 1C +1 • Vii'--r 5 10 Q &16°44' 19" 110.00' 32.14' 13i1, BA '. � 7 ❑3 A=08"55' 18" 418.00' 65.091 1 C 21k5d' N 1� N61-36'37"E 40.99' S 4-101°20'42 56.00' 99-05' Ic &83016'52" 35.00' 50..87' 1 3 F` n , p ❑ _ 3 0 +► 7 N390 44'05"W 40.64' 15.36 3 �"�' x SCP '�, ° , IC 13 k2 • 41 � � 23 - M . .: ���� s� 8\ 14-10 07'35 110-001 19.44 EC - N R/W �"' ` ® N29036'30'W 178.5 3' t 1 N29°36' 0°°W 132.05' 1 (`j 11 &19 23'00'1282.00 95.40 r-t � + L4=19°23'00 318.00' 107.58' :. :. ; � ® N480 59'30"W 35.16' Uj •.r P-- r N 11 N48059'30"W 35.16' cr N � LOT E 5 185°28'29'1 25.00' 37.30' U `-'m ►-"' OPEN SPACE w ►- To BE MAINTAINED BY H4A 14=-85°28'29 25.00' 37.30' 0m A U O PLAID: AMBRIA COURT w � EXACT LOCATION OF EXISTING 40 20 0 40 80 120 UNDERGROUND FACILITIES IS GRAPHIC SCALE 1.. = 40' BGR N . 1501 1 UNKNOWN., CONTRACTOR TO DID: $. 33 VERIFY IN FIELD. ....:SEAT. ENGINEER BENCH MARK NOTE: 5620 FRIAR ROAD �.�. �'� 1JrC�53 �,,_ s o � - TR 36475 } DIG SAN DIEGO,CA 92110 SHEET NO. YORK CONTAINED WITHIN THESE PLANS SHALL ALERT c�19.z91.4707 U NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 4F ESS/ (FAX)619.291.4165 t3 TM t1,y c ) COUNTY OF RIVERSIDE w n ANVOR GRADING PERMIT HAS BEEN ISSUED. 4 ENGINEERING MPtlNY nckengineering.com C:) , SCHEDULE A F; San Die Riverside Sacramento Or" e Phoenoc Tucson' _ � SEE SHEET 1 ; THE PRIVATE ENGINEER SIGNING THESE PLANS IS c> 21 W .� - STR ET QIP CALL O EENT PLAP�S RESPONSIBLE FOR ASSURING THE ACCURACY OF .wC■. c a rn PREPARED U E THE ECTION OF: BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. �-► NO.� > CITRUS HEIGHTS II �.. F � SHEETS YOU DIG. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPR. DATE ,� * . a!' Q ' c� 1-8,00-227-26,00 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE TRACT NO, 36475 - . F NINE N CARSON GINGT0IV 76519 N SHALL BE RESPONSIBLE OR DETERMINING A ENGINEER A R REVISIONS COUNTY r ENG-INFER 0 1 40 O r v F - SCALE W.O.W � : c�- __ UNDERGROUND SERVICE ALERT P NS FOR D \ Ha .0. COUNTY t a ACCEPTABLE SOLUTION AND REVISING TWE LA f 6�1. . . 0 DATE. REGISTRATION E RATION EXPIRES 12 18 _ , FILE= N0 0 ca�ati CV T , Call at feet 2 working days prior t ex n . 1 4 COMMUNITIES,::LLC �- Q a 9 �+ P 9 APPROVAL BY TME COUNTY. DESIGNED BY. TW DRAWN BY. TW CHECKED BY CPE V: � �i PLOT DAT • 1.4-OCT-2017 J R.\1738_Citrus Hsiglts'�Cir�11�Sh€��atsNbrnPrOusment_Pkrns\17358IP_27.dgn _ �, (� 11358 6 x E $ , .. .. ...,. ., .. .vsse:awussaywzmarx r...vx.,x-•....•a:,-a.»w,»w ,.,,uu,auwuwia»rwiu,,.«,:s«ra.,w,swv<:>m«u,»- ,. .a.u,cvuau:awwa uw..a..<w.w�»uu»uuuxuu,»,uuv anw»u»,vmrs..cu..u< ,w.a.<.<aawvrw,x..w.w.<..,..<. �.�_ ,,.. ., _,._ >,vrv-..,.,v - - ,anon s4' u„suvuuvuinuivuumvaw,rsw ....,..............,,.u..w.wvw.,..:ay. wa»w,m.,am -,.,a,»amvays casts,.u,w.....:vs...xun<;x»,xwv. ,mow<......a.,.vw,. .�u»»»»x..,,w.:» ,..,....uv..:vF«mmv+i`:w_»v�uuuwavxru,F«mu.,wswnc�rmuc:<a. :zxumu:av,.urww.am.-.emw-n._m uczvarsw»wssomavmexxmssaeu•.»ax,wsa..aw.osrrermvuv<w<s,rv<tai: .,wrro,_.m.az<rc- vuum«s«m.xwar.»mnw,r .••<::nmrsmxrixi»:aew.auwm»:e,wax .t.�^ m..»mx« nemeuwww.i,nurvwuvvw.ww.v»w,w.,r �<axaaixrmavmwwuvmuvuuw,aswmua:>w.,<u. x .,.ex mxaw».'-Fawms:vvsx x x. �w:»arraxxxu.,xxsxxar,. »mxnwva,xvm„ "rsru:vnrvi "<...uxuv:ca, ""vxacw«R w ;. 1 ,ra�uavw ..., --,.:. � x,w�wn«<» »xem:uars.»ce ,�*>,anxvi .mmmwxxmamw�n'wm,.ww(w.w»»wmr.»a»r,nwuavamwvm _ < 3' PORTION O 0' V � 133.26' PORTION 106.7PI 1A7"-! 7 .70150.0 C 3 OF 260' V 0 21+1 ■27 PI=1370.98 G1=1. 0/ 12+01.41 _ G2=-2. 0% G 1=1.00% E � x x E s 1385 - G2 -5.50% s P I _ Go q �_ .c N v r U r r r (;) iT M N GQ E7' • N •')` � N CSN CSC) ♦ -F N ♦ ,} • as TOP O �! s- V" Q3:C0 Cp 10 p. 02 €\j • N LCA RT !`- + M O 1` M V y Cif • N . • N Lei � N -1- M O M M t tJ V- i. CV �' I� N Ef � N tom-- � t` } ('-' M M In � N M 2 CO LEFT CURB + r N Mrn + + M M �Ne M Cc" ;R cl� + v a OD . app CJp N + ti } P + M ♦ i j � eM-' r Com€) U V- + + 1 V mN N 1� a GL4' a.. «�.,,�.-.a,»,a,N„»,»,,, «<� ',,,,». ,�<„n..««»,H ...a,.».««>aK..». �. »� » � r - - e or TOP OF = RIGHT CURB P OF ATCH BA N PER RCTD g TO ISTORM UR�IN PLANS LEFT CURB 15+47.73 CLB 10 .73` PORTI OF 150' VC TC 1372.0 37 FI-1 8 3.26' PORTION @ 21+ .27 O r - 1365 d! r F 260' V 3 y U G1=1. 0!, L0 ti C44 E I=1370.9 E 'm G2=-2. O% .�. N ' M 014+46.41 - r Q 0 #, I N MC9 ti M ti. C9 cif N G1=1.00% r oo �J • N ` � r a z ! r s- GD C9Ci#`- • N r-- M Mr-- N N D LO z f $ G2=-5.50% v ocf N CJD t- ; NC'I N3f N tis cD + M + CJn Q 38G3 tJp N Q' _. ,»,«««».«�«aww» „� »rs,..w.,,r«»>w».a_ - » ..«u..:., ,,,,,,,»,,a„as «<«<aw.:»m.�,.«»».,.�s,�»»,�ww.»».»,»».».,,»mm„mwm».»»...,,x.».»,...x»._ _», xx_, ,».»»,,,wa.s , ...a,, aaa,,,,asr,«ar «aas.>. ...,.,. », ».«»� », � r R r • ti N N d` ♦ ' to CJf M Cil�-- N � z f i Cf f i N M } ti + N + CJD M fid'M + -r +r t �p GD 1�- Uj " � CPN00 I�-CO N + N �` + I�fl- rn .M P-- 1'M s- ` ,” T i- N + ti-1'1�+ NN N + CL L I 5 ? �— Jl— C W ► PROP. FINIS _� z ..�. EXIST. GROU SURFACE 0 CL I W fi 1370 - I F- 1370 f 106.73' PORTI OF 150' VC 33,.26' PORTION PI=13 .70 OF 260' VC / @ 21+ .27 \ G1=1. 0% I=1+70 9 G2=-2 00% z 4 z 12 01.4 : n g .�a��,. «»x«.,:.».««,.,<«<,«„a.o.,,a,.a.,�.,._w�<�,.. .«»a,..xaaruu.�a,.:<»mar..u.>,rmn.«»».a„�»,..»»;.,�.>«».».,»»»,»»v,.»mmaw.»�.,�».». a�a»,�<KK<a�.�.<,�<•�»«•:,�xaM;>«<�>.»;.«««a.•>•�<arr,.<«,««..a««««arx�«w.,«««»�,m.��»«�«..«««». «.wr»x�,msrwx »<.�-a,Kas»:a.>.wrs,.«m».«n..»»�««-«�::�•_•,.�>:.��<,--...<--w:,.<> ,.s...a. ,««a«<,«a.�.<,» .......... .,'...a..,.,,, a, ,m».�.x>x..>„»�w,»,a�.,a..».»,«.,A,..»,»,,,�a».««».«>»»..,�«a,�.,.w.w:»»,»»,»,<«»,,.>s.,,.»w,.».»»..».»»»»»»»».,..,,,” ;»», y. »».,ra.,,r,,,a,.r,»»x<a,,, ...»»v,,....«ar.». " ,,......... ,,...<•,,,,.«...M.....:.«��.�.,.,e._..,,>x...,,,>.u..«.u< ..�,wr,�,....»<.:>�..v»,.,»»w.»,,.»;..,... <a»rs»»,»>”»,<,w,«,aas,..n.,.<a�u,.�.,, a,x.s,�,,,,,.a»�.,,»r,.««««r»a..»r�w.,«,�, __,>.,.. ,:«.,�<-:,:>,<,.«,.,�.,w.<.»»»»ras.,.�«. ..,F««».w»».»»r„ar,�«��»x »>�««am ,,,»>,., »,:r»,: a»�»»�««,>w,s.a,.«.«„_„me.»,.,.:., ,«:<. a;;:� ..�r.,:. a G2=-5.50% 00 _ F _ r � C9 k s GT/ im, N V, coCm 00 ' N N • • CO CV ,• j • • CV • r • • • ► `- CO CJn CJC Ei` ` + • CV Uj, (4 {” ti ♦ • . r N N - M �!- CJi co N '¢t'. • 1`-� N .f''- N td) N h- + r F d- I.U.1 �! aD j ti Cly . N �1' q' Vii' 6E3 f�- "; p- + ". "' M M O t`- ` t.-'i` 1`" -1^ 1` + I`*- i- r Nt • . N •N �1 N ti 1`` ♦ M " - N M M ti N 4t f r d'a0 CJO'�f' r r' r N M M N M N r- '- ♦ M' P- £ r +e_ M M 1 F- + M CK: N�' i ��' f1C: CifCID P- + N + I`- + ti rn ti T" Ci�Cf U tivj~N E •{�f. N �j'1-- ,fes CAIn r ! 1380 - N .r + 1` + N�N N h 1 380 ti +T_ LO 1j �'1- + 1j + v f Illct) r TOP OF TOP OF r TOP OF PROFILE �• DEFT CURB r ROF LE SCALE. RIGHT CURB I RIGHT CURB PROFILE. C MBRIA COURT HORIZ: 1 _qp $ s 1'8' � r F ♦ ERT• DESIGN SPEED 30 MPH E P ..< .. ...a.�«».,. .a»»m»»,.»„e„v,.<,. .."a_»;»r,,: .;„�,»,mmw>x"»..»,,.a ,.a.sY»rs:,««a»-,.,,.,K.,.«..�.M...,wr�W.>N:...>..•..,».»;».»..««aW:.x:<«.�.,.,,,,�:�.w...«:.�,.�.,>».«.:.,.x<.:«..,.a»rer.»»,x,.•.»s»:« ... xK<a.:�a::«: .ar.««»m�.,.,a..,aa.<xw�wxwwww» �»».».m • 7� - ,. .»<»«�..aax<«eaw,... .. ..««,<.xa�.:«a. -.. �«�.«««+ a a..».«�+ ,.�.>.>a ,,._.,...m".:;.«.«««.:M.r,.«.w ::.,.W:«d ..�..n.:xs�»-»,r.».�a.a..<�».,w,,>n.:,,Y:>».a»,..,.�:.»:w».«.au,r.»», ,,..,,»«aa».»>.www <a»<»:,«a�a.,:a.�a„a.«ryaa.,ra..«•. .__..___ CONSTRUCTION NOTES 15 16 17 18 19 20 21 PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. RCTD DRAINAGE - APPLY ASPHALT EMULSION EASEMENT PER CENTERLINE ANNOTATION 3 CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6”C.F•) PER COUNTY TR36475 FINAL MAP Q100=61.90 CFS � No. DELTA OR BEARING RADIUS LENGTH REMARKS OF RIVERSIDE STD NO 200 _ . , �► , Q10-34.78 CFS \ 1 646 36'43 400.00 604.66 RESIDENTIAL DRIVEWAY WITH A.C. DIKE PER COUNTY OF - RIVERSIDE STD NO. 2066 13 CONSTRUCT LOCAL DEPRESSION PER STORM DRAIN LINE D. COUNTY OF RIVERSIDE STD NO. 311 SEE STORM DRAIN PLANS T SHEET 22 FOR PROFILE LO k " 155 CURB ANNOTATION 15 SWING GATE PER RCFC STD NO. M820 OPEN SPACE TO BE MAINTAIN91) BY HOA STORM DRAIN LINE Q1• 154 No. DELTA OR BEARING RADIUS LENGTH REMARKS SEE STORM DRAIN PLANS 1 A=66"3645" 418.00' 631 .88' SHEET 22 FOR PROFILE L4�6°36'45" .....382.001 577.46' SEE GRADING PLANS / 15 /� ; FOR ACCESS ROAD153 CONSTRUCTION DETAILS _ 3 r • 9 GL DRIVEWAY \ 0 1 13 16+95.33 1 2 3 ; R/W � ss�9 163 2 - Q 5 CD CTD DRAINAGE 2 • c = D V AY ASEMENT PER mss' D NII _16+2 .81 9 R36475 FINAL MAP �j6, X `i ` cS' LO �� © °0©25 7'S 'cess = –OPEN SPACE—— 157 Q1t)=1 .75 / TO BE MAINTAINED BY HOA 156 c X �'j 29' RCTD DRAINA E SEE GRADING PLANS t' EASEMENT P R o FOR ACCESS ROAD TR36475 FINAL MAP / V) � � CONSTRUCTION DETAILS LOT 177 C �� PARK MAINTAINED LOT C TO BE OPEN SPACE BY HOA MAINTAINED BY HOA w CAUTION: z FLAN. AMBRIA COURT EXACT LOCATION OF EXISTING 40 20 0 40 so 120 UNDERGROUND FACILITIES IS BGR' 181 UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 1" = 40, � VERIFY IN FIELD. mi DID': 8' 3375537 co �• NOTE. SEAL ENGINEER $b2o FRIARS ROAD BENCH MARK . . N�. fJ�©�1J�.3 © �• z WORK CONTAINED WITHIN THESE PLANS SHALL SAN DIEGO,cA 92110 TR 36475 SHEET NO. a DIG ALEML cv NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT f ESS b19.291.070� V TM �� �� (FAX)b19.291.41b5 , w Q AND/OR GRADING PERMIT HAS BEEN ISSUED. c- COUNTY OF RIVERSIDE `Q �� ENGIT�I �RING COMPANY nckengineer�ng.com S#.HEDa E A Q • San bre o Riv i Q ers de Sacramento Ora f�hoemrz Tucson C/1 ,� 28 ; THE PRIVATE ENGINEER SIGNING THESE PLANS IS cf SEE SHEET 1 w '' CALL - . STREET IPROEME�UT PLANS -cc� c.� RESPONSIBLE FOR ASSURING THE ACCURACY OF -- � ®i a r_, J"'a'7 .PREPARED U .T �-- BEFORE uJ � HE ECTION 0F. � DESIGN AND ACCEPTABILITY OF THE WORK HEREON, �, � CITRUS HEIGHT �- N0.76519 '8 YOU DIG! IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY OF _. SHEETS i w�t DATE BY MARK APPR. DATE > APPROVAL OR DURING CONSTRUCTION, THE PRIVATE s Q ' TRACT NO. 36475 1-8Q�-227 26U0 x ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN E R E R - ARSON GINGT i V - 76519 � ENGINEER REVISIONS COUNTY � E ALERT F 1 4O FOR:UNDERGROUND SERVIC R CAACCEPTAB+LE SOLUTION AND REVISING THE PLANS FOR 0 \ S LE Hs _ W.O.W@. COUNTY F G A� „ DATE. V i_1 , working days prior t0 excavating. REGISTRAT Call at le t 2 0 ki ION- EXPIRES 12 18 a FILE NY r� _R9 QY P � APPROVAL BY THE COUNTY. DESIGNED BY. TW DRAWN BY. TW CHECKED BY• CPE 1 4 CV COMMUNITIES LLC E Vi Ro\17358_Citrus Heights\C1vIRSheets\Improvement-Pians\17358IP_28.dgn PLOT DATi 11TOCTr20 17 JW 11358 a x W = + r0000 ro 00 N 00+ 00 ■ 00 M MOrM Cfl CD y 00 Mr m IDENTICAL POINT x `- °° •- 0o 0o c� oz g r r M r` P-: 00 00 r 3 e s r o +r N M oc ao 226.73' P RTION OF 26,01 VC _ �- 5,00i r +cN�'i*r' N 00 O N I=1370.98 38.00' L=89.55' TOP OF r co+;,) + ' :N > M r n N U� 12+01.41 N4=22.39' LEFT CURB �!� 00 # m , o 40 VC - r N r PI=1 92.83 8.5' PORTION OF 100 V t r r r . r) 00 oo r 20=-5.50%_ + fin v M N r to a F77777777777,1 M cc) •r - cv aD lit-1.0'0% W + c v + M - �- . N ■ t.. r- . O - N U) � 10 OO. 4 PI 1391.26 0 00 00 acs r- r M + ♦ r_ . 00CL cn G2=-12..�.00-x_ 4� O .. a �'r +r + h 1`- b. 4D C • OC* e- Ltd ETf l[3T` 00 r. • - 13 4 '- M G1- 2.64/ rn M ti tip+ ti � �© G 1--5.00% r M + M M ti U Q W �' r r r ;+ + r r ♦r- M g c.) J J,, J rJ J TCP N o W .s s i`_ `- �- U U_ F r UM OF O N O + N 00 L] J U�i o ; Ir � w o O O W LEFT C�1RB N r r O r M J .. j GUTTEF7 SLOP' cc co � rn , o c" � r � L) o LO a _ VERTICAL CU VES WITH Cn � � 0 r > a - Uc� 00 0 00 r m - 137 U0 fri 47) I M N O V }� ♦ N 00 • 0p r _ y J •C W Q O rr5 + 023 �` r: N �- fir? ci' cL) • tp r m r �(� 2.00% r r r '� + M Ui lf)C00 0 C CO r ` Oco ? s m o + r °° r 226.73' PORTION OF 2.60' VC M T + , r C2+ 0©�-N ao O N PI=1370.9 "• k ..� _ . __W__._�, ,»>»»».�,���..,, ,»w.,,w�mA ,�.,h».»»W�Y»» .pM>�,�,, ,.,�,. ,.,,,.,»M»,M�,.,,, „ M, .,,. �, »:,k .•....�._... , ,,,._,_.. >,.F _,.. �_,».�,m»»,»,�_,,,�, », ,.,,»» � »» « »u.:�,.��� t-�N fin r- o ' co cv 0 14+46.4:1' v W (yJ \ r + 00Cn I` r N T s _ c '" I`� �"`-. o G2=1.00 Cf) END Of CUL-DE-SAC VERTICAL CURVE LESS '�' -00 m F f THAN 100' MINIMUM DUE TO LOW' VOLUME/ , , e • i I`- ♦ - ` r J E� 0 r + r ' r J _ LOW SPEED TRAFFIC � N • r 0c) 0o r FMt' 50' VC L=141.00' O.C. r 50' VC � W, r- +n r- °�:'` ,�-- . oLO m _ m r + r- m N cfl d .<0 a)in N .�; ca + T �.. O M rM N 00 to . N N O g PI=1391.94 A/8=17.63 PI=1391.94 c - C2 + N M . ,� - 0 A/2 LU a 4 0 A/2 LO 3 �'+ EXIST. GROUND �rn +. r- f-+ r--- . M �i ren+ � Q r- V c p M I M a- r- c °'v E CL - .�- M� r- ♦ + - rLO V L cri G 1=-fl.50% O > c� •r-• y o > G 1=-0.501. F r M tea-or OU " � 00 00 N00 N00 N N � £ " W _ ■ © V U7 V "F E ao > N N c N N c > ry r cs) PROP. FINIS •-r hl fl- ". C? G2=-3.75/. crt cry css m cn cry ©o . G 1 3.75/. m n ap �+ e-.W M tJ M M M M M M, a M U CD + rr aea N SURFACE CL (fry s c3, W r r r r N r rn r- a (- LU M U r W r 1"- 4J g r m M U 00 M 0000 QO f` _, v _ i 'f y 00 � rM rW + .U')N. r � r)�• M C1: N} W I3/ - W �w - © a 00+N ti (Z� ccoo0 r w ¢ 050% -0.50% _ _ "� , N oN a- r + . t3 r- r-m , W-L) .,,j M 00 .: JE: -S•0 '�`- rel ' NMS _ PI=1370,911.3 1 O.C. 1.32 O.C. ©� J ,r r + r , N N N 2♦0 4'1 J .N- 0 1 1.rTOP Of �- i J°N°+ao "' ck; L0 � N _ G1=-5.50%GHT CURB UT �r�- - 00 + �, + G2=1.00Y O . �CO RTEicv,00M ♦ 38 0000« 1 N ; 0 ti tfi7 N _ r0th r 00Cl 00 + - r_+�;� TOPPPF 4 FIE SCA s E � ��� r ntf717�j RENT RB z PROFILE: CA BRIA COURT 3 k r r , NORIZ. 1"'!=40' DESIGN SPEED 30 MPH' rt VERT. 1 8 WI" TRUCTION NOTES 10 11 12 13 14 15 CATCH BAST � _RCTD 15+34.97 LCB STORM DRAIN PLANS PLACE 0.25` A.C. OVER 0.54' CLASS II A.B. TC 1372.08 APPLY ASPHALT EMULSION CENTERUNE ANNOTATION 3 CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6"C.F.) PER COUNTY No. DELTA OR BEARING RADIUS LENGTH REMARKS OF RIVERSIDE STD N-0. 200 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 N00"00'04"W 322.32' 12 CONSTRUCT "T"RAMP PER COUNTY STANDARD NO. 403, CASE D, 2 142°10'26 300.00' 220.82' SHT. 5 OF 7. SEE CURB RAMP DETAILS ON SHEET 38 13 CONSTRUCT LOCAL DEPRESSION PER LOT ��� � N89°59'56"E 66.11 ' COUNTY OF 'RIVERSIDE STD NO. 311, CASE B OPEN SPACE �- 4 N58°49'08"E 131 .78' 14 UNDER SIDEWALK DRAIN PER COUNTY 0f RIVERSIDE TO BE MAINTAINED cv STD NO. 309 (WIDTH PER PLAN) BY HOA „ c� IND leo �Q LIMITED .�� CURB ANNOTATION ''` �'``'°' E � '"' No. DELTA OR BEARING RADIUS LENGTH REMARKS r ' X. Cd fv ;10 "� Nam SIGHT DISTANCE �' 1� ❑1 L=212°3'7'26" 3$.00' 141 .02' 167 M to o + + ��'� �J1 J �Il► 2 N16'18'39"W 50.00' z �0 166 � � M � � 1fl � o r t N16 18 47 W 50.00 TA 1 +00.00 r- c� <r + «` r; ,� x �'' 4 6--16'18'43" 110.04' 31 .32' 16 �. ' '� ' 1 q 12 u'�, A--16' 18'43" 110.00' 31 .32' 0 3 R/W cs , - ft Q v v NO00 00'04' v 59.49' 7 N00 00'04 W 232.77 3 CAIVI N00*00'04"W 87.28' T 5 M o r rr r r [ F 9 121 32 54 2$2.00 106.06 LD 3 ,. s ,. cct n . . 13 :• ' Mr r ACE -, _ PEN SP `� � g 1 A--42'10'26" 318.00 234.07 MAINTAINED F , « t TO BE MA .� �' • BY H0 ti o ,,,� LO 11' &Ol°21143" 282.00' 6.70' '� W=36' 14 0 • o ' a �=acs • r~ p . 00 09 1 : F d co m o o �) 1'0 -' T k r : . LU 8 UJI Ott m F- a �r- r, k cJ 56 0 R1W + I STORM DRAIN LI E C. �, ��, ; �, , SEE STORM DRAIN PLANS cs �- s� 0 .A s 168 Q 61 .� wI_ � �` SHEET 21 FOR PR �, q ' a + m r_ ± ► Q 100=41,71 CFS 12cr` '` 13 HEFT NO 0 LOT 010=23.98 CFS � .t�,� W CARMEN OPEN SPACE 25' RTCQ DRAINAGE J 0 CIRCLE TO BE MAINTAINED EASEMENT PER TR36475 �s� o� w BY HOA FINAL MAP L T 1 � PARK ` ct: �"r Z TO BE MAINTAINED w C UTI N� BY HOA � PLAN: CAMBRIA COURT � ��, 1 EXACT LOCATION OF EXISTING W S I S 40 20 0 40 80 120 ©'�,�,� r UNOERGROUN© FACILITIE 2 BGR NO. UNKNOWN. CONTRACTOR TO :B GRAPHIC SCALE 1�� _ 40, I 'II�}� 8' 33C3753 VERIFY IN FIELD. NOTE. SEAL ENGINEER BENCH MARK �► _ sbzo�IZIAI�s ROAD r.P. Na. ��©1�5.� + I G WORK CONTAINED WITHIN THESE PLANS SHALL SAN DIEGO,CA 92110 TR 364T5 SHEET NO. C7 _, .. ,019.291.0707 cv NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT flF ESS/ (FAX)619.291.4165 U TM Q� 0* ( ) COUNTY' OF RIVERSIDE" AND/OR GRADING PERMIT HAS BEEN ISSUED. � �' ENGINEERING COMPAIrTt' rickengineering.com San Diego Riverside Sacramenton SCHEDULE A �- � P}roenuc Tucson Q g29 w- CALL THE PRIVATE ENGINEER SIGNING THESE PLANS IS �. SEE SHEET 1 ,. v RESPONSIBLE FOR ASSURING THE ACCURACY OF STREET IMPROVEMENT PL .. l� u. PREPARED U: R THE C N BEFORE W flF. DESIGN AND ACCEPTABILITY OF THE WORK HEREON.. CITRUS. H . ; (� N .76519 EIGHTS II 0 YOU DIG. f IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 0 SHEETS ; w.�€ � DATE BY MARK APPR. DATE � * .� cr - + APPROVAL OR DURING CONSTRUCTION THE PRIVATE s �r TRACT f�0. 647 q L BE RESPONSIBLE F0 DETERMINING AN CARSON ENGINEER SHALL R L R b C R GINGT 76 19 tr 5 ENGINEER R REVISIONS COUNTY E i EE 4 o e 1 40 R. UNDERGROUND SERVICE ALERT A \ SC LE : W.O. COUNTY -. ACCEPTABLE SOLUTION AND REVISING THE PLANTS FOR 4F AL H w C T DA E. REGISTRA TION PIRES 12 18 In � prior #� excavating. EX Coll �# f�a 2 working s FILE NO : P 9 V Y TH CO NTY. 1 4 CV COMMUNITIES LLC -E t� 9 Y APPROVAL E U DESIGNED BY. TW DRAWN BY. TW CHECKED BY. CPE V: R:\17358_Citrus Heights\Civii\Shegts\improvement_Pons\1T358If'_29 dgn PLOT DATE-z T1-OCT-2017 JIN 1735 z � s a PI=1405.36 « •-150' VC '-'� o cn N cc I 0 M w r:� � � coo c3� 00 � �`- � -w €, 90.41' PORTION Q 4/2 1$.76' O.C. ? •co Loo- r;aoSLO �r, «oo ,r; , ,; 1 - 141fl f OF 160' VC +s'°° orn u3o © © ui Q s 54 VC PT=1386.44 x G1_11.00!. LO v , r, �- �� cc' �-r- c> y N PI=1405.47 G2-0.50% cn C4 •- - m w, 11+07.63 o r 4/2 • ca TOE' OF E U V Iq o _ s G 1=2.50% o > �, o w j 0.50% -0 0/. G 1- 0.50% 75.65 G2=11.00% o M 0 �, m - G2=-10,77% © � LSE CURB URB r « �, 50.00� L=139.70' 0,` f rn g i 50' VC oo rn� o ,N, 'ccoo> 4/8=17.46 50.00 > M� Goo r - 1400 PI-1385.45 F U co + �, �m 38.00 6 �-� F g �? 10+68.00 © I`� "'� L=39.27 z K v G1=3.50% > °; 4D VC s PI=13$3.82 m _ w ' o o m � �� �. SPI=1 06.35 `��•T�. 3 v ..arn«axxuwuxe.«:.. ,erexwwamv.axro<:.-:w,:coram .ww�»vxaaraz«remwavz,w�<mvamww�,w.vwrw.., m..».w:,.wma».x«,x, .« wm.�«mmamwmv ,:a,:.» axx,uH».a:x<».w»muuu u r .. .. �/'.��I/��. ., ' »m...... ,. ., mnnv u...-.m.�.w..<,.am,:»w».w>a�avrowwww, xix ',wxw n:-m:nm:rn, mmmm.Ymin .... ... _.�»x».rzaw».w». .�»«wvrmwwu.»n,xi,-wwra»�,.,v.�.«.:uwn\w«.vmnu«a.:«.�m...u,uawvr:.wa•»wua»r<.,mm�r<anx..ww ' .,uu,»»w».ama«»...«<: mwwa__ :.«...w.u..a:.x. .a -.m»;xv.ar .. :u.a .u<anwxm-:..,iw» i wauu+uw aw:a wwrl �1 � .. IN e„�......w, s- € .; 00 o Q o o o r` + w, L=119.05' G 1=5,561. __,�� - �, � �, o o r_ M + 00 � M 414=29.76' I G2--2.00% w V M 00 © Mt[) r`: °0 r- z o ?'` C° +o TOP OF 1390 - a •w `n d-o M LEFT CURB r_ Imo;•. _J t rn ur v- `r CO+w LU a rn 78' VC �r � Cn ori CPA, TOP OF a �r ¢ �y a a ��c -t, 2� PI=1403. + to r p . � P z s . � � 12+59.06 ; + 0 1410 Z » LEFT CURB 4.78% TAN G1=_11.00% 0- � ' RATE " G2-5,56/ o fp I _ 1 0' VC r- �►- CL r 1380 � � '" "' s - PI 1386.42 00 0 y 5.00% TAN 1+07.63 ' M m RATEca r I a y G -2.501. ' rn ROP. FINISH r , a _..._ .-__. __.a..w, »»�, ,««a~v ,m�»,�.««a�.»� '- ,, G �- �,` �ter` SHORT TANGENT ALL IED1� o� .� - AS GRAQE IS LESS IRAN �, � �+ � MAX fn m EXIST. GROUND o � �;- F I I o 0 CL0 In V2 o o _ z CL x o M + Er' s ' r-o a= cti o cv r� o Cn Wit; + co o o ± - 1410 00 o 00 / Lao n2 r- C2 �: 90.41' PORTION I e TOP OF • OF 160' VC U 0 R RB I C 10+21. PI=1386.44 w oo a, 3 RIGHT CU I 2 1L39.2 50' VC 1 0 11+07.63 , PI=1366.19 3 4 a a • - w 10+76.05 _ o + °o o s- u I-� J G2 11.00%0a, + m , x« v G1=1.00% > I m o •mo c>` c • C" Qco w «"�i wo �o > G2=6.09% w o 00~ x°, ,�' °° mom ' v- o °° o ooa"'csoc +n CO + Q d' gr °r°; °+ uo d- r '`r•'"'o ti� NOTES N V oD + LiC+ 00 • (37 tl) - co" a + ; �,+ 1. END OF CUL-DE-SAC VERTICAL CURVE LESS I M o oto rn r` co tee- r%a s N r M e (� + 00 Vie- V_ �- �-+ o TOP Of THAN 100 MINIMUM DUE TO LOW VOLUME/ 4 1 1390 - o rn _ o � RIGHT CURB; LOW SPEED TRAFFIC. 9% 2. DESIGN SPEED WAS REDUCED FROM THE TOP F 6 RECOMMENDED DESIGN SPEED PER STANDARD 114 PROFILE SCALE: O © 1.00% 5 _ DUE TO LIMITED STOPPING SIGHT DISTANCE ALONG I RIGHT CURB RR FILE. CARM �1 CIRCLE CARMEN CIRCLE. HORIZ: 1"40' = s . 1"-8' o DESIGN SPEED 20 MPH VERT. w a.... .... .... ..a,«x«.w<.««<».«.«a•.».«.,.._ ,v:»,x:..,vw.»n.»asx«»ammmu.wxr/..w.«awmw»xa,.»•ammarmmrmxxxx,hww.n«w««uwvmrow.w,.,mw,m,m.«..tea»»:«a.» aw...;.u«a:.,:- :a:::u:.c.-u.;w..ro�w>x wR+ :w:v�mimi .mw »au,:..v+a,.,.i.:. .>.a.<.«.««.«s.......«<as.uavaw„m;:.v.:.:,w :a,.a,.+ w.a...... :s<s..«uw..1...a..w.»:<nm<�< ..v«.a...,... ......0 mw w,.0 < CONSTRUCTION DOTES 1 10 11 1 13 PLACE 0.25'' A.C. OVER 0.54' CLASS II A.B. APPLY ASPHALT EMULSION 3 CONSTRUCT TYPE "A6"CURB AND GUTTER t 6"C.F.) PER COUNTY CENTERLINE ANNOTATION OF RIVERSIDE STD NO 200 No. DELTA OR BEARING RADIUS LENGTH REMARKS CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE t N89-59'56"E 66- 11 , STD NO. 209 Q 4=21°55'23" 300 00' 114-79' t CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE o STD NO. 403., SEE CURB RAMP' DETAILS ON SHEET 38 � � � o� t L�-26°36'22" 300.00 139.31 ' �n o r` , SEE SHEET NO. LOT 'G' ° 1D INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 o u? , + N00 00 04 W 322.32 OPEN SPACE m c4 14 UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE CAMBRIA COURT TO BE MAINTAINED BY HOA v"- Q + STD NO. 309' (WIDTH PER PLAN) 5' S6' 51 o T m �,- 281 CURB ANNOTATION 36, ! +Lq ":� No. DELTA OR BEARING RADIUS LENGTH REMARKS ECR 4+12,7 r3�-'' 13+20.21 1 AF90°DO'00" 25.00' 39-27' TC 1382.57 . , c>` C 13 EC 1 m u u m �' 3 _ 3 R/W 2 Lir-90°00'00 25.00' 39-27 MP 4 Z ` . m `s :: 1Z 1 2 3 N89"5956"W 23,11 ' 165 14 W=36,. 171 4 N89°59'S6"W 23, 11 ' 5 &21'55'23" 282,00' 107.90' 3`11 5 19 14 W=36" i6 4--21°55'23" 318,00' 121 .68' 21+62.23-CAMBRIA_ COURT= _ � 10+00.00-CARMEN i 1 n i7 A--12014'57" 318.00' 67.98' FS 1384.69 fi . :.. . . .. ' $' 429° 15'22 110.00' 56,17' _ FOR FL ELEV. 4 n SEE SHEET 29 = ` a . 9 4�9 46' 11 110.00 18.76 RAMP 4 ti Ln 14 W 36 + 1 `►' o - • • '' N70033' 19"W 50.00► 166 M cc, •� 1 N78°47'S8"E 50.04' BCR 24+98.77 c 00 Q 16 TC 1386.87 168 1 &210'38'43 38.00 139.71 ' M o CAMBRIA COURT m SEE SHEET NO. 29 ��-- W .w W CAUTION]: � EXACT LOCATION ©F EXISTING PLAN: CARMEN CIRCLE. W 40 20 0 40 80 120 UNDERGROUND FACILITIES IS B NO, 150181 R' s IUNKNOWN. CONTRACTOR TC GRAPHIC SCALE 1" = 40' •� VERIFY IN FIELD. 1 DID; S 330375376 w BENCH MARK .` • SEAL ENGINEER 5820 FRIARS ROAD TR 36475. ... SHEET NO. DIG SAN DIEGO,CA 92110 CONTAINED WITHIN THESE PLANS SHALL ALER W© RtC C s19.291.070. o ESS Y - MIT (FAX)619.291.4165 _ N©T C©MMENCE UNTIL AN ENCROACHMENT PER � D /+ �}�/ /� RIVERSIDE TM M � � lr�El/Y�� V� (iL����1 DE NGiNIyEFtING CtiPANY U±1 ; AND/QR GRADING PERMIT HAS BEEN ISSUED. Q � ricken ineerin ring. $�f�El�(��F ,y C) O _ R' Iii v Ph n� Tucson: _ � �. San Die o. Ri erside Sacramento a � ' oe � 30 t-- THE PRIVATE ENGINEER SIGNING THESE PLANS IS ' SEE SHEET 1 w CALL -� _ STREET IMPROVEMENT PLAN R N THE ACCURACY OF v RESPONSIBLE FOR ASSURING G c� m H ECT ION� PREPARED NDE T D EC ION Of. �c u, ,, BEFORE HEREON.r- DESIGN AND ACCEPTABILITY OF THE WORK HERE CITRUS HEIC�I""IT�J II J . ..E SHEETS c.a rro.�sg � EE © I You DIG. COUNTY T IN THE EVENT OF DISCREPANCIES ARISING AFTER DATE BY MARK APPR. DATE �r _ LP TRACT ISO. 47 �'; APPROVAL OR DURING CONSTRUCTION, THE PRIVATE � ; o a 1-800-227-2600 : GARSQN 'DOING N 76519 DETERMINING AN COUNTY � L BE RESPONSIBLE FOR DE ER V 100 ENGINEER SHALL R ENGINEER REVISIONS � , _ © _ . >; 1 40 FOR: W.O. COUNTY TY .. I ALERT F SCALE : � ND SERVICE F , UNDERGROUND V THE PLANS FOR R _ ACCEPTABLE SOLUTION AND REVISING CA l D _ ;. LU Z _ FILE R G S 12 18iCV . , E N0 E ISTRATION EXPIRE DATE. �. , _ COMMUNITI S LLC rl0r #0 excava#in . CHECKED BY. CPE 1 4 E Call least 2 wOr�kin days DRAWN BY. TW V ) Y THE COUNTY. DESIGNED BY, TW __. � 9 -Y P 9 APPROVAL B 17358. R:\17358_CitrRus Heights\Ctvl;f\Shei6ts\Improvement_Pions\17358IP-30 dgn PLOT DATE: 11-OCT-2017 JN � x , 100' VC = 451T, w m0 11+61.55 N o+in oma O J G#2.50% + o © o o Oat p p M ! 00 + O 1.Cy • • 77 _ , O J V W In .} p p OM � g M in C� � L-37.30 G2=1.00% O a o , o rn c` •;M o ir; 0 ,��5 - r- C" p c; ' U O O V `' N C- N N C& O M 4{t tfj « 4 ■I t� O op N aD IV + " a PI=1341.43 o M ? <D I; c� cs, «, r: ,,, tr, r «; © O a[) p O is Q, F • ao c3 ' : N ti + 0 v Q°ti °O + 'V- 4+.) M + °` to cct M 1�6n O i17 to Ct a M rpt td) a C I`- N + Cr + in LID M a��- •fir-_ r r �Z r to O M CO CC to N py lI) r �- N tD + Vr M cf M +r- r aD N (� t p �` MOs O O C7 t �. N . N Q'iq V- Vit' LC) d- -tr 00 + ♦ �I �" E{ M d' In r i rM. (L e-r �- r r gg {Y_s �. m + N7-+0 CC O t€1 � ~O I�r In O r Lf) r M + M + M + =V M 1 M in In r a- r r` - d 1350 - w O x."00 p �� ci 'rMN Cli+ r + VNMVJ rreN- rte ;�- 1 135 Oz r J J s N In in NM�m + Mv- rP PUm � r r r r LLLL TOP OF N� r \ .M r rTOP OF , ,r- a a InMC © `'- X-GUTTER @ 1.00% a LEFT CURB pN N �- ,5Q LE CURB F JI . -+ TOP OF LEFT CURB 3 v F < � z.IJ.i 1100' VC 8 PI=1345.17 J _ N 0 11+61.55 o / Io, -- G 1-2.50% iW- / o O o o r o cct` cs) G2�-1.00% > �r' o p o in o M� Gri CID c C07 c 1r 3 O; w Q p 0 p,r € 0 � R ° t r ` I ; Nan . 'r + a- p O u t O O cit o moor . ao la•, ; a N ra't'an acs acs + ter- + %r- * �' eft M � € '' O r.: p , �.hif).I`O r a r CV u^ lf) . �. 1`- + Cfi ,1-:Cf �... �• :CI' td'3 I,f'! IY't ..'.. 'w`.' r CL �- O p 1`- p O. r L17 CO�j O • * N 4Lt - + E7 + � �. M IV M � �T � •r-, p. r r x ? O W O .�. N C4 tl t c W O t4 + Cr M r s- r'r O + M N � r N r: L!') LC) t�L e- r, + O O w'r NCC + N NMNMrr ",A)", rr W 0 CPO �- M ._ rr r O s 06 . 0 �r + rMVM rr rrr �J/ IM M+-49-!" +M PR P. FINISH r a- \ p � x G ao r o SURFACE 0 CL W CL CL W EXIST. GROUND CL 1340 - izoo . 110+23.00 F SHORT TANGENT ALL4I�ED - 1340 E E r 1341.67 AS GRADE IS LESS THAN 5% AMAX 50' VC / PI=1343.14 F 1010` VC 8 , L=37.30' G 1=0,50% 1+6 . - - _ @ 1 1.55 G2-2.50 a PI=1 42.91 U-, G1-2.5fl% o '` O > V v p s O Q C+D © M an p In v N N m m r- G2=1,Ofll. > �r p p o r� ` ,11cs �r Inc? M ao o ? Iri ' o E u7 : U rM r W cdy p: O OM 0M Q � NLf) M O il3t7� r` C" a a V L!7 �: d' 4' Z -F ` Lf) D + O p M a0 .M " 0 V7 •i.- 0 co NCC + aW + �' s m D M U r M O O p N O M . ao ? N v an an ac) + + et j' M 4 1r7 M �--� > IBJ;s-e- r O O In GS)O M . �` N • } tf) C- ti I`' .#� + ' + Ct kf) M I[)lw`) r r r Cf' W n O Lf) O M Cfl an0 r N u U-) ti + C9" M I= � r e-- s 1n CD N M '� In (- m p �p� + N " N © r .I n ti VS +�in In + er` ' M � rM r � r r r I r O O O E ,. O C-r aC u!) . O r �N Eft V + '�"'k' {• M M "- 1350 1350 - �: Q • ?: " CD M <C O O .•fes, LO N d'r �!' + d-+ el"+ `LL M N MSM - a-- r r 4 Mrr1 d. ;c1' CC MNe- O • N + Cr Np,')NMN e- rr . € + M • ui •q. • NCC + �' rM N� +rrrrrrt]. i f MNO � c'! v- u7t`11� M�} � ~ M � rMar- Inmrri � 3 R s r � V N M �,- + Cr+ �pIn0 aM rr _ PROF1 1 TOP OF r 7�2r 0 � a- r TOP OF ESCALE: F z RIGHT CURB R. RIGHT CURB TOP OF PROFELE: MAF A��TH �'�f CIRCL t_ � x HORIZe 1"--40' 5 2.50/. RIGHT CURB _. - " a zw DESIGN PEES 3O MPH BERT. 1 -8 g .. »,».,�,,,.�:>.<::»:.:.,:+ v».,:,,,,.,. ,,.,,.•.,»,....,»,..,, l<,-,», , .W.....:N:.: s,,.n..-,-r..,,.»�+.K -�,,.... ,...., .... .,..,.:,. - ..,..<.,...»» :.,,...:..:«,,...H, ,. ,.;... ,..»,.».,». ..,.......,,.,..._. -, ,..F,,.. ..K»-..,._,.»:,, ...,,.,,Wo,,.,. ;.. ...,.,.«.»,,.,..,..,..,.,..a,.,-_ ,.. ,.,rM,...x,,.._ra.::- a.,:::...w� "� CONSTRUCTION NOTES 10 �� 11 12 1 14 15 1 O CENTERLINE ANNOTATION PLACE 0.25' A.C, OVER 0.54' GLASS II A.B, "'• a APPLY ASPHALT EMULSION I No. DELTA OR BEARING RADIUS LENGTH REMARKS CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6"C.F.) PER COUNTY � N72-4953"E 151 .51 ' OF RIVERSIDE STD NO 200 Q A--210 33'38 300.00' 112.89' CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE STD N0. 209 � L�38°46'15" 300.Of)' 203.00' Q CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE Lq5°19'28" 300.00' 132.60' STD NO. 40311. SEE CURB RAMP DETAILS ON SHEET 38 13 ° c)�' -' 7 � N37°46'30"W 62 72' 110 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 �( n 2 &--81'51 '02" 500.00' 714.28' DG MULTIPURPOSE TRAIL (WIDTH SHOWN ON PLAN) PER EET 140 9 m �J P '' . w 11 CONSTRUCT M SEE SHS COUNTY OF RIVERSIDE STD N0. 405 (MODIFIED PER DETAIL ON SHT 2) E z �5 � + ' - 7"RAMP N O Q=in�V) N� M �,-� A j a . I CONSTRUCT T RAMP PER COUNTY STANDARD NQ, 403, CASE D, I m Q m U- I2 « � �, ,k f- _% R/W + -+I 12 � P DETAILS ON SHEET 38 0- "'d- cD Cr" , In �) v a' .3 > ' o v ,�`d. n '' SHT. OF 7. SEE CURB RAM „ ,r,�, - + > > �, �. CURB ANNOTATION Q 0 O> M r tri c� n :. .. . � A�; CONSTRUCT LOCAL DEPRESSION PER ECR 62 9 s 13 7.62 �. .. r n k cp J+ No, DELTA OR BEARING RADIUS LENGTH REMARKS OF RIVERSIDE STD N0. 31.1 TC 13 c.�c� :• COUNTY 40.39 7 0.0.11 �o cs� , . .. ..,. � v, t-- - > t tr t r_ N o + pp 1 �9 c�c � .I r -� � 1 L�5 28 29 25.00 37.30 UNDER SIDEWALK. DRAIN PER COUNTY OF RIVERSIDE .. J p r � 14 - c,� 14 �► vr3c3C� � 6' 3 �� ,� STD N0. 309 (WIDTH PER PLAN) 13 tl ° t t> t '"� p d-85 28 29 25.0Q 37.30 o Q 10 _ r' 9 . 3 N7204953"W 108.21 ' 10 3 5 8 l 3 _ F .. 62+ = 5 c\j on 3 '-� rn 1 4 N72 49'53"W 108.21 58.13 COMPASS DRIVE- 1 11 . 0o Q 10+00,00 MA _cn _ 2 4 tt t t RK ANTHONY CIR 1 � 5 A--13'13'38 282.00 65. 1 fl CLE ,�) � _ _ 3 - •• FS 1342.19 _ 14 W-30 a© .> 1 6 cs� «� ao 3 STORM DRAIN LINE B. cxt �' _: 6 L�21 33 3$ 318 0Q 19 6 FOR FL ELEV. r 6 - STORM DRAIN PLANS o -30'36'53" ', SEES 0 ..� . SHEET- 9 4 . SEE , M 21 ti n > , SHEET 17 & 16 FOR PROFILE 7 L318 00 169 92 > F$u �) , 00 + L 38 46 15 282.00 190.82 BCR 62+18.64 > t - R/W -n -'" , ;=30" ' o ' �)czlbQ5 19 2$ 282.010 124.64TC 1343.9 60>, � ;co 14 3ON + M± M c� ``'© ` �.. w .sem A--25019'28" 318.00 14Q.55 1 _o vt o r r 11 'moi LOT 'D" `s) Q w rIn .CID 2p, 20, c�r �� � Imo-m m 12 �" � OPEN SPACE MAINTAINED BY HOA 'A 21 X 00 Lm `� LOT 17 5 p cr see ' E U W aro°o o PARK SITE QHEiET 9 0. v o 3t C3 c� TO BE MAINTAINED r 13 BY HOA z V) 010=13.99 CFS DRAINAGE EASEMENT Q100=23.56 CFS PER TR36475 FINAL v K MAP ♦ 0 v J CAUTION-- PLAN: MARK ANTH �' CIRCLE 40 20 0 40 80 120 UD EXACT LOCATION OF EXISTING ' UNDERGROUND FACILITIES IS U, GRAPHIC SCALE 1" = 40' BGR N-0. 150181 UNKNOWN. CONTRACTOR TO DI : 8 330375376 M VERIFY IN FIELD. �' o ©TE3 SEAL-ENGINEER 5620 FRIARS ROAD BENCH MARK= I.P. ND, 950053 TR 36475 SHEET NO. © • U- SAN DIEGO,CA 92110 DIG ALERT WORK CONTAINED WITHIN THESE PLANS SHALL 619.291.0707 NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT �QFESS/p (FA)()619.291.4165 COUNTY OF RIVERSIDE TM �e +�� Ehifi1NElRINGC013PANY rickensine,ering.com AND/0R GRADING PERMIT' HAS BEEN ISSUED. �, _ SCHEDULE A --- �' • <111, San Diego Riverside Sacramento Orange Phoenix Tucson?' �- �� ' SEE SHEET 1 31 �-' THE PRIVATE ENGINEER SIGNING THESE PLANS IS + STREET IMPROVE TENT PLANS CALL -' z N c RESPONSIBLE FOR ASSURING THE ACCURACY OF , .� W $ PREPARED U THE ECTION OF, BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. CITRUS HEIGHTS II 38 N0.76519 � _ flF - S:HEETS, IZ © YOU DIG! IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPR. DATE > APPROVAL OR DURING CONSTRUCTION THE PRIVATE ' Q TRACT U�' 3G5 ' tL 76519 1-800-227-2600 �', RSON DGIN ©LINTY � , ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN REVISIONS C _ ENGINEER F o _ 1 -4o FOR. O F SCALE H: W.O. COUNT .. �..ClSERVICE ALERT F t �, c3 _ UNDERGROUND ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR CA ACE . �o � - , _ F LE NO. 1 18 I REGISTRATION EXPIRES 2 a.z DATE, CV COMMUNITIES.. LLC excavating. WN Y. TW CHECKED B Ya CPE V= Coil at �c�st 2 work(-- days for toBY. TW DRA B 9 Y Ri" APPROVAL BY THE COUNTY. 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', 1f) tD + M r r ' M W �' ;" -`�; Nom: N .. - : N CSA Q: > s s f- V- C£1 ff) d- r �T O r • .CV @-oD(�o^J < N Q ew'- W tr � N CCS M M � Go Q !� M cep r � FI' �- 03 l oI3^�f' 'q- 'IT 3m eI' m ■ Ln N N ti r' N 06 oC5 N � + -I '�f' -E•d' CTA '�' . i' ofd C" Lt) r M ►" d r r r M p M<f e- • C\I N C' t`- tom- �' Ef + M NM UM �t -#.M M fwj M -I- M r Cfi C y i.. + Ct W �;N f� r ti N Et } M M C\I r 'rr rr LLIr` , # Mr `- r.+r- LC) Q lt7 �' M Q ca �ti f`- �. iy- + M r M r it r r F r r r f` LC) Q�' -F - Q s- r. �d - _ ,»...... «,,,,....,n �W,»»„WW,,,,,,» -- M Q N r r O r r r + WM .I. J fi v "' 1.20/. - N 0901 r r ► TP F - T ' x 0 0 OF i s � n 4 TO OF 100' VC €, LEFT CURB z W LEFT URB PI=1349.48 LEFT CURB s 0 12+21.83 �- � j 1345 - 1 - 1345 1 g Y E N G2=-3.00% 2 M M EXIST. GROU a r M M M M'' I M M C� I M ± Q M M fTA V. 0� + � •' N a) �% a4Mj QM' t`- N x W UJ N M M �I CTA lqr N Chi tom- - . � { I ca N 00 CTA ' CTA m U.. M N ■ N 00 + © Q Q �' M N '� e• N Q` ti C" u + � + f MV MN+ A M + -F F~f-+ fft r M M c+T' Q Q M Q M O « N N Q' + N r-11 N re- rL�l rr r r M 1+`I �- CTA • r fes- + ET r r M M r r MMM • I` Er!Cf: 04 « [tl CfJ c0 �CT'> + f r M r r r e r +r- r rr lt3 a e : r Q r r 4 6A _ _. »,»,w..........m...,..� .,..»nn»...»-... :....,.,. ,,..,,x,... � 3 PROP. FINISH SURFACE CL 2+4 CL '00•' 10+21.00 FL SHORT T NBENT ALLOWED 14+51,43 FL ,: y 11 1345.77 AS GRAD IS LESS THAN 5% MAX 1345. w 1340 r � 1340 - - v Fz a , 100' VC 5 VC L=36.13 F PI=1349.50 PI=1 47.x9 w PI=1346,43 12+2183 14, . X02.30 fi C.� s 4 G 1 120% 1 l - r G �3«OO . , , :. . � G2=-3.001 = 3'/. G2 1O y N w PI 1 M 0- C6 �, -'X46 4' C U O C3A i�C) V }- M M M M M U >- M to I H (�j J ' 2 1fl (,� Q C3 M r Q r �1'I` .1` 3►�'Cir M Q Q ESA W s l0 CL) M r « C3 #`CJ 1 3 S € H t > Ef• EA' M M M M 'f4 f�- CTS NCS Cy ( -0F3 C]' •Q CTA *'� Z M Q e; Q : p Er O V O N oCA' oO CNM rCst C ' . �cD tib, ' moo rn M © f M fn C ch M M r CTA r M � CD :. I` « td- W � .�� 00 '+�` Nom;,'FI' �.,: CI"N M r r CLA CA ! • Q M r r • Q N ■ N • I.. ■ f)A N op Offf oC? N � + t cT +cl" CTA C3'�` '{'fit +C4 r'I�- h-I'- �M" + njC3O r 00 ■ r CV LJJ tD N t• P- N t` ET r' C4� I` �7' '�' M Nr r �y(r +r rM M - -} Sf• ♦ I-f- .' N . Imo- . CT FT W E ��1]' Efl M �7 -� F1 I- v + �t � � � M s+- M f r � r,t'` �M to r �-11 M; f�IM MM M'''fi � L4 C`f � + s r - M M 7 M Cf' W � � � r r r r r '- r e- - r �r rc^- T"f�1 �M �+T � �1Y9 + O- - 1350 1350 a r a. r - ('� M r r 1.20 r E 1080% _ .00y. y TOP OF ZW z� PROFILE SCALE. TOS' OF TOP OF � 3 RIGHT CURB RIGHT URB , ZW a �--Q Y PRD I .E METER WA SIGHT CURBv g Z: 1� 0' O MPH « HOVERT 1"`8 DESIGN SPEED 3 .. 3 ,,,,w,»M .,.,,,,,,,,,,��............. ,,,,, _ x CONSTRUCTION DOTES 10 � 11 12 13 14 L PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. APPLY ASPHALT EMULSION 3 CONSTRUCT TYPE 16-CURB AND GUTTER ( 6"C.F.) PER COUNTY CENTERLINE ANNOTATION OF RIVERSIDE STD NO. 200 No DELTA OR BEARING' RADIUS LENGTH REMARKS CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE N37°46130"E 62+71 ' STD N0. 209 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE L1--41°10'41 " 300.00' 215-611 STD NO. 403. SEE CURB' RAMP DETAILS ON SHEET 38 ° Q NO3 24' 11 "W 194.11 ' , 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 4=21°3338 300.00' _ 112.89' CONSTRUCT DG MULTIPURPOSE TRAIL (WIDTH SHOWN ON PLAN) PER A--38-46'15" 300.00' 203.001 11 COUNTY OF RIVERSIDE STD NO. 405 (MODIFIED PER DETAIL ON SHT 2) 1 H .V,T { 1 2 8 =45°32'40%' 300.©0' 238.47' SEE fn T127 + SEE SHEET S82-55'05"E 114.52' MARK �` � 12 NO. Ln SP�LEN�,R LANE 14 o A s °' CURB ANNOTATION R1W ,� c�s N Cp 12 , STORM DRAIN LINE B. r -' No DELTA DR BEARING RADIUS LENGTH REMARKS SEE STORM DRAIN PLANS 7 - v BC 1 A-37°22'45„ 25.00' 42. 9' W v R 13+18.10 4 SHEET 17 FOR PROFILE ^,1 3 /' C 1343. 2 L1�2'47'53" ' • ' i �� Q 25 00 36 13 RAMP 46 ° , 7 3` N37 46 30 W 17.66 16 N37046'30"W 22-41 ' ECR q5.1 5 - FOR FL L41°10'42 318-00 228.55' �C 1 R �' + 1 SEE S16".r_V• 6 4=41°10'42�� 282.00' 202.67' E�w 3q cu : ^ �3'�68.8 7 N03024'12"E 147.22' c? FOR . �,. 1® +?2. 2 SPC 8 N03024' 12"E 148-98' S G� G 9 o 43�MErE Lu 3 �� AMP 45 EaR 9 A�-99°59'29„ 25.00' 43.63' �� 5, 1 2 131 ° f/ , _ _ ,� 1[0 L�-93 40 43 25.40 40.88 130 . � •�� �3k415 10 18' 1 2g_NW ��� R gCR 13A6.6 $ � 7p TC 13�9�`l:6 fir✓ 56, E qs , S kOtA 31 MARK SHEET '� Shy Uj SEE cr . 34 CL2 CL C 1++ �T I O N a PLAN: ETESR WAS EXACT LOCATION OF EXISTING 40 20 0 40 80 120 � ' UNDERGROUND FACILITIES IS „ _ 150181 �-' UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 1 - 40 , VERIFY IN FIELD. VDID: 8 33C37537G NOTE SEAL-ENGINEER 5620 FRIARS ROAD BENCH MARK= TR 36475 LP'. No. 15©053 '' z ALEnl WORK CONTAINED WITHIN THESE PLANS SHALLQ D SAN DIEGO,CA 92110 SHEET N( . c NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT pFESS/ 619.291.0707 CYj TM ( (FAX)619.291.4165 C �y RIVERSIDE ''� IrNGINEEItING COMPANY rickengineering.com- bt��}��� iJ� 17,�Y������ Q o AND/OR GRADING PERMIT HAS BEEN ISSUED. l SCHEflULE A P San ble o Riverside Sacramento Orange Phoenix Tucson -G � THE PRIVATE ENGINEER SIGNING THESE PLANS IS �`�' g g SEE SHEET 1 33 CALL � �� - STREET IMPROVEMENT PLANS u RESPONSIBLE FOR ASSURING THE ACCURACY OF - y a +� $ I' PREPARED E THE RECTION OF: _, t- BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. W f� CITRUS HEIGHTS II U YOU DIG! NO 78519 OF 8 SHEETS I_I�� IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPR. DATE �r >� APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ✓' TRACT NO. 36475 v 0 CL 1-800-227-2600 Y ARSt3N EDGI 1 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN N 765 9 � INE ENGINEER REVISIONS COUNTY r � , _ , o UNDERGROUND SERVICE ALERT o �� SCALE( H■ 1 40 rOR-. W.O. COUNTY ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR f CA1- z . , w ' _ • DATE. REGISTRATION EXPIRES 12 18 0 E COMM NITIES LLC FILEN 0 t t 2 w0rkin da s rfor to excQvatln ■ 1 4 U f� �� Cad) © ��� 9 Y P 9 APPROVAL BY THE COUNTY. DESIGNED BY. TW DRAWN BY. TW CHECKED BY. CPE V1 , R:\17 '58..Citrus HeightsW viRShe#ts\lmprove ent_Plans\17358IP_33.dgn PLAIT DATIE: 11-0C1-2017 Jif 17358 r > s 8 g uJ 9.75' O.C. W - 1360 C> y CO cii 160' VC o o �. ? Lfl0 (n c> 'r- N 'X41) 4p Ln �;M TOP OF PI=1345.1`3 C" o 01n M in 1: Ian a� �` �' + 0-) �� ,"�'�o "nw .Mc a� �. RB EFT CUo o 00 rn Qct O'� co Co Co 01 Co + ,�. + �- csa �� � + 13+12.88 d M a o+ ,�. tS9 + d- �r + ` r cn M 00% 0 to ' .. .-- • o Ln LO + + tet- 0 70I. v z G2=1.70% �' + N#9 v AA � M TOP OF 1.70/. W - 1350 • + LEFT CURB .43' ORTION OF 40.9 ' TANGENT M » �w 28 ' fl GE 100' PORTION OF 195' VC ,�., N rn !r z PI=1324.78 v Lri �': 1 M z tt U ` o a k 1 � .. v � a � � P • � �' ..u.»nmwxw G 1=3.00% Uj { G2=11.00/. M 04. in + M 00 CO to Lit) 1360 s � 1 K y LO Ln M'fib Lt9 O in + o q � F N 50 VCs o o ` , � '�` �` Lu c? �? o COLO N+ coa t N O p r N. O D p E1" • }� O . i`- Ftp . Lfl m 160 VC d # Ln Lfs� W : } Cf� LL) r Lt7 O f�I a # tt7 0 PI=1324. r; © + _ r- o � cv # In cc rr CL oa LO N I� 1345. m a N M Ln Ln c °' + tip M� mow ' 1 a L-36.15 t 10 90.01 a «�� ao r- co s o � C11 � M 13+12.88; a ©o+ « ao + I t 9 r `.° - r oLV+ U.1G1=4.00% v Ln o r�;r C8 _ o © � . ` O M ` ' 4n M r-w- �- I=1321.30 v G1-11.00% . IL ? .� �- Z `� + Nu`9 COV CO �' -- 4 d aC90 L€9 M M " `� [1` a > G2=7.00 L,J r + N N m � - M M G2=1.70% Ir+ in , � � �- � M 1350 fY_ a W N J r e- e-a. •,E3> NMI M # UJ, _ • N O 0 1 + � t '9 Pr! 1330 - -- ul UJ O r- O 41"9 a M F `�` Q N M N M O in r. i V t17 cY a M M 3 § Cp ' ' + J o in % O + ct J TOP OF400 - - �- �- � d r + O a a ` F g LEFT CURB P M N oo . _ • N MLO s Q. r € r - 1360 o N R . FINISH d- m 300 o *_ ti © m 1320 - 5,00! TA 195 VC "'` SU FACE CL + © + ©o a a f + © + O 0Lt9© cs�LpT: r- -- o O • cC4c9 ;TdLO - r o''r- + M o o o c3a AT PI=1324.76 N o o N , N O o . ; • r- ,-' r- TOP OF �`� o . �- O 4n E! N M r r tD cs7 O d- ©. • + Ln W + t!} I 85.22 QF 160 V o 11 27.88 o O _ Co rn _- a; + MCS in r7 SHORT TANGENT ALLOWED + - o -� M 4n N- m 4� En , cc9 tC r- n'1 + Lt9 �- _ O _r _ ' - O . tTS M RIGHT f' 'H B M _ G N Co - cl' RIOI ITRP AS GRADE IS LESS THAN 5/, MAX G 1-3.00% M� ter' PI 1345.13 + p N1- N -- Co : « + - "s . - - - d' t1� CD } - . " M in + qr � Lt7 ► rM-- r O ca G2-11.00% O .;Ln+ NV N t 13 12.88 x Lf9 acs -' � '- o- °- er a N ' `- M� M G 1=11.00 1l r- 11� qr €fl M + _ r o w w m • Ncti�- � _ L 1i � + � M � -t TOP OF 130 s 1330 - O ,c; 0 q) C20= M EXIST. GROUND G2 . 0% i, M ? 4-- + o o CO o a • M RIGHT CURB \ o Lna co "?'Er + N Ln + N 0 CL C N '` ' - -� ,:,_ .- 8 = m rNr M'r N+ N � r r / V O OLn s- r L) _j CL e�-C9�o M M 100 PQRTIQN�F`49 m o M U `: r-- OK � r� m PI-1324.78 c c, r r- o - 'U'I ER SL 3 -,.o-M:::«o,.,.,,.:W,...,,.,,m. ,,.,. --,-,.,w�„..o:,w,.. 'w�..w„ »....».nrzwM.w•»,.o,„»»..,xw..,....,»..:<:.2:.am ,»,n».,, _,.:.».o,w:�w„>,»., ,,.�„uwn.«www, ,Kw.,�a.�w..w,i.:�,.w.a.«.: g , 3 «.�»Fav,,»»».s.:«w,,,, :o„..:.,,,,.,..,.,.,a,,..,:.,,.,,.,.,»,,.,,».�,.,,.�,w «,w.�- ..... _ .. �..,,w�,,w,M.,..,• ,f,.,.,,�uW,,.,. »,,,�,»„»�,,.�„»,.d,,,.,,..,.»�,, ,»��,cM.,.H,,,m r `� 1'�';"�'�:` : N M 1 00% 3.00% G 1=3.00% o C.1 1320 • . �r-9 LD m � _ _ 10+23 0 FL G2=1100%© Lc, _ 1321.60 50 VC c� o N f.I M -37.86 r p °' OM U PI-1323 32 / PI=1325.30 79 04�`'' m ad Co ++ CO f 1334 - LU 10+ o �; + U 0 o © > G1-0.50% ,e co 00 + v r �,� N ri w 0° G2=7.00% . o LO csi °- TOP OFLO _ _ �* CR v- � aorn Is 1 P l.r NOTE: PROFILE ALE. moi- + - rn � wL`nMro RIGHT CURB N DESIGN SPEED WAS REDUCED FROM THE RECOMMENDED DESIGN SPEED LL9 N + -j + N M q .- a M o o M PER STANDARD' 14 DUE TO LIMITED STOPPING SIGHT DISTANCE ALONG _ a P r PR L . SPL N 0 L N 1 R©RIZ. SPLENDOR LANE BETWEEN METEOR WAY AND COMPASS DRIVE. 1324 - DESIGN SPEED 25 MPH T: 1"$' »»„»ww�� . �,.,,�,� ,.:> r ..,,....,...,.�.w.,��„W,WW.w., , VER CONSTRUCTION DOTES <a 10 A: fl 11 12 13 14 15 16 PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. o CENTERLINE ANNOTATION 2 APPLY ASPHALT EMULSION `;' No. DELTA OR BEARING RADIUS LENGTH REMARKS CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6"C.F.) PER COUNTY 3 " � N69-49'38"E 55.44/ OF RIVERSIDE STD NO. 200 cu 5 CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE Q 6--18°17'23" 300.00' 95.76' STD NO. 209 ct L�=45°32'40" 300-00, 238.47' CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE t� STD NO. 403, SEE CURB RAMP DETAILS ON SHEET 38 S82-55'05"E 114.52' 1fl INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 LOT 174 - 5 &20"46'32 300 00' 108.78' CONSTRUCT "T"RAMP PER COUNTY STANDARD NO. 403, CASE D, PARK `'' Q tag 0 1--15°01 '50" 300.00' 78.70` 12 MAINTAINTED w o t SHT. 5 OF 7 SEE CURB RAMP DETAILS ON SHEET 38 HOA R/W q;01^ Q cjr LOT �� 7 NQ3p 24' 11"w 154. 11 ' -©,' BY � �rn `�- o " OPEN SPACE + 4 t.. cn• 8 =14-5237"37" 1200,00' 311 .58' '`0 n E . c MAINTAINED BY HOA ' 7 �t � 1 + ���_. I� � �9,p 10, 1.:5 t, 3 00.00`_ 362.18' `.� Q � ' cJO 3 3 - ti �9' rn04 L`! r-Lp M �+© j A 3OO -t'r b fJ r' rMtO sem+ V cA • tr► , r N • ` U W U fi- Lr C9 GtL V V a �, � '> �. .. . _ :. .. CURB ANNOTATION +48.8 ,. a, 1O 6 o R M C _ Cc9 N E_ 1' 2 5 2 1 1 0 1 2 _ 3 - _ 1 1 _ Na. DELTA OR BEARING' RADIUS... .LENGTH REMARKS L 7 - r 1 / 10 I A _ 1` A42050'25" 25.00 36. 15 5 r- � 3: 16 Cl STORM DRAIN LINE B. � � � : . �-..� 6 STORM DRAIN PLANS v �- � __ SEES 1 1 23 -c>, > 8 2! &-=8604735" 25.00 37.87 MP . . r 3 A 6 n � tt? 16 FOR PREFILE R F- SHEET 45 & _ � _ tr ., �. _ . . . 1 I �t / c� ( 51 •' p IV : � �. r• 3' N69 49 38 W 13.13 S pR Ll� LLl CI S c>r co A _ o 0M E C A � a 4 C!� / �t ,, OR L ,� 1 N � _ � � � .., .. . .. 4` N69 49 38 W 12 49 5 $e* 1 •12 rn w-1 ' c1 <c, 5' A-18017'23" 282.00' 90.02' cn , FS 1322 ELE�• °° �. ''cn r>n v �� wL, � r- 00 M FOR FL 10 i : : cc' ' .� 9 �� ° '. �m" ��, _ /, 101 .51 ' W 1 SEE SMEET 0 7a W o�, o. �- R/W '"'N `r? . _W Q 1 18 1723 318.00 c �` O' 30 w cs,ty v + �„ c9 ©+ LQ © 7 A=45°32'40" 318.00' 252.78' 8 131°52'28" 282.A0` 156.88' 0 0 ' ,, + „ N 1 , 2 20' 10 Ivo o .0` v qD °°v► H-a �' Q N82-55 0511W 114.52' Opp , p N82 55 05 W 89.54 t1 . #4 cy��T 1� a-2Q°46,32 t, 282.aQ�. 102.25 ��`"E &2Q°46 32 318.00 115.31 o' &08n 16'06 tt 318.00' 45.89' �- W I 1 A--15001 '50" 282.00' 73-98' 1 105°04'43 110.00' 9.75' w PLAN: SPUNWR _LAS p N79 29 47 W 28.43 CAUTION : �� �© o 40 so 20 Z: ~ EXACT LOCATION OF EXISTING GRAPHIC SCALE 1" = 40' W UNDERGROUND FACILITIES IS BGR NO, 150181 UNKNOWN. CONTRACTOR TO O hl» 8 33 7 37 V) VERIFY IN FIELD. w BENCH MARK= F.P. lin. t50053 NOTE: SEAL ENGINEER ���� 5620 FRIARS ROAD TR 36475 ii SAN DIEGO,CA 921100 DIG SHEET NO. a ALEILI JL WORK CONTAINED WITHIN THESE PLANS SHALL 619.291.0507 �14p ESS/ FAX 619.291.4165 NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT !} t v PERMIT N COUNTY 4F RIVERSIDE �„) ' TM '� �l+1CiINEERIhiG COMI�AN '; r�ckengineenng.com AID/OR GRADING PERMIT HAS BEEN ISSUED. �,u o _ /,L% _ SCHE©lJ1.E Ai O Phoenix Tucson 34 �- San©ie a Riverswie Sacramento than. isen � P �G g � w w-- E SHEET 1 V TE ENGINEER SIGNING THESE PLANS IS SE THE PRI A .► - STREET IMPROVEMENT PLAIN. � CALL _. N z � THE ACCURACY OF �. RESPONSIBLE FOR ASSURING � � PREPARED E THE CTION OF. BEFORE HEREON. 4�J HEIGHTS II �-- DESIGN AND ACCEPTABILITY OF THE WORK CITRUS- 8 F _ SHEETS. ; C.) You 1}t�. COUNTY PPR. DATE N0.76519 _ IN THE EVENT OF DISCREPANCIES ARISING AFTER DATE. BY MARK A � � L,J ¢ APPROVAL OR DURING CONSTRUCTION, THE PRIVATE J�. TRACT NO, 7 o rZ -- 2 04 1 �� 227 . 6 S OUNTY CARSON GINGT 76519 - ENGINEER NINE AN C l'- ENGINEER SHALL BE RESPONSIBLE FOR REVISIONS _ ENGINEER o _ : 1 401=AR. W.O. OUNTY 0 F SCALE H:a o T ,. SERVICE ALERT � L v _ UNDERGROUND SE V C ITNI)ERG 0U �. REVISING THE PLANS FOR A ACCEPTABLE SOLUTION AND REVISI G C - r _ F NO . a..:�: 12 18 LLE w REGISTRATION EXPIRES DATE. ' __ CV C0MINUNI'TIES LLC CK BY. CPE E 4 days' prior to exeauatlnY TW CHECKED V ..:. ., t � 2 working DRAWN B . Calla leap V BY THE COUNTY. EDESIGNED BY. TW9 Y P 9� APPRO AL E _ PLOT DATE. 11 R:\17358_C3trus Helghts\Clv]NShoots\Improvement-Plans\1T358IP_34.dgn OCT Q I 1 2 5 3 ; , e _ , x E 100' VC u , PI=1352.61 S r 13+07.76 z L=41.08' r G 1=-1.70'/. i . PI=1349.94 G2=1.00'%. 00 U t E 1360 - m a �, _ �, W - 300 Z a; c" J CO W + 1Y) •In�,`_ + C"" � � pip f g LU C3 Ct CD W co OJ 00 QO �.. r r N N f Q C13 *fes`- •� s M M JN N + i`- Q N Q . i!) r CS] CN N n 4"M N N r r In •O T r f-- TOP' © `- `- In N M upo �; O Lo O 01 LO + +tt) N M LO +in + Lo {, Q v aOP OF m Q N ,n + rra cv►�s to + m rry I.ca + I- N Q d- d' O Q © m LO + + 1'n M U a- t- �- - e-e-e- e�+M LEFT CURB � C" a a an 0 �" fn 0 P � = �- �- LEFT CURB + N ¢ M 1.00% M ci'1 x r i .7 F LE CUB �.� gg E H Q 100' VC t PI=1352.61 F Q ■ i 1 Q 0 13+07.7600 I G 1=-1i70I�,, Q" m; G2=1.00'1., 1360 Q 0 . s V- .r- V: e UJ' Q I'+fit-- N %-- 3 xy tn + ♦A V {rte C • �- qII II: 1- Q N�V N LA ■ f LO Q,r Q Q V+� 4f� i �J i f`. • C11 d N ttl • 1 ?t, Nt E{- ly -v 5 € (� Q Q f3) O `: Q' Lo C7 NCD V- Q 1`-- r c7y + k7> ' :i�1h M + to+ !tS • _ .1 C� `" 1•; Q t Q In + � G 1"h a�' s-trl �'1 e^-e-- +rrn � CVf31 UQ M Q r r � � Wim' eN- ' r�-� , . I _ , - UJ 1 i = x - i00; PROP° FINIS ' SURFAC 0 CL _ s 10+21.00 FL 1349.63 g EXIST. GROUND W CL w � E s d 3 Mani 0 z . 50' VC n L=36.13' \, PI=1352.32 Q 3 PI=1350.26 CC \ 1+82.79 G1=-0.70% L=107.1'15 O.C. s _ x i z Q 9.75 0•Ci _v » 5 i Q r- r- cO r C:3 = X15 Lt7 O t€J� r, N u. � 0 N m r Q M V Co ti r .M \� N W (� Cts '1- ..1 M N d0 Q ON -�- N'. N'' N r' r 0� A© 00 L t79 TOP OF z w w • Q • • t +F"" ' � �, N wc" I P r 'r � � F i O' Q N s � � �•�?� V Ln ld� In Q a u! + Q ry o u7 rn +� +`n TOP OF € - m ,t�.a r- �? ' M , c vLO • 1 w Lt9 + 11> M e+- fy) M e- u7 �f s- Cr3e sNr .rte m M tW? RIGHT CURB Q , , RIGHT CURB ' RIGHT CURB LO �' . -- 10O% 0.50% -0.70'!. 1350 - W E 20.1 '' ©.C• 20.10'; -0.74'/. �-- 37.36' 40.90' 1.70% 1350 i ' € P : , i S�J�L PROFILE: MIRACLE LANE ,� (� �s � "4tJ DESIGN SPEED 0 MPH Te f� ' VER 1 -8 CGTFiUCT1C�l� NOTES 10 11 1 13 14 PLACE 0.25' A.C. OVER 0.54' CLASS II A.B. APPLY ASPHALT EMULSION CENTERLINE ANNOTATION CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6"C.F.) PER COUNTY No. DELTA OR BEARING RADIUS LENGTH REMARKS OF RIVERSIDE STD NO. 200 - CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE � N31°12'45"W 61 .34' STD N . 209! A--29-28'03" 300.00' 154-29 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE Q N01°44'41 "W 74. 15' STD NO. 401 SEE CURB RAMP DETAILS ON SHEET 38 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 � &86°55'06 53.00' 80.44' IIJIARIC ANTHONY IY &-33035'00" 300.00, 175.84' CONSTRUCT DG MULTIPURPOSE TRAIL (WIDTH SHOWN ON PLAN) PER CIRCLE 11 COUNTY OF RIVERSIDE STD NO. 405 (MODIFIED PER DETAIL ON SHT 2) SEE SHEET I�IQ. �1 � A--39005'56" 300.00' 204.72' 1-4f 133 c71 j STORM DRAIN LINE B. w.� 134 SEE STORM DRAIN PLANS 0 + al• SHEET 18 FOR PROFILE ivy,► . 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SEAL ENGINEER LI �I I� 5620 FRIARS ROAD BENCH MARK T.P• No. y5©d5, DIG ALERT' WORK CONfiAINED WITHIN THESE PLANS SHALL SAV DIEGO,CA 92110 TR . &475 SHEET NO. 619.291.0707 cv NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT pi ESS/0, T COUNTY OF RIVERSIDE O o AND/OR GRADING PERMIT HAS BEEN ISSUED. pENGm t m C014PA.NY rickengineering.com San Diego Riversrale "Satramerrto Ph. 1• SCHE©IDLE A E , eg {�ertge"' Demo Tucson , N ''�' THE PRIVATE ENGINEER SIGNING THESE PLANS IS � � SEE SHEET 135 CALL ,. STREET IMPROVEMENT ' PLANS � c.� RESPONSIBLE FOR ASSURING THE ACCURACY Of _ -. � : PREPARED THE ECTION OF. BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON, ►.� m . CITRUS HE � _ ICHTS II YOU DIG. N0.7S519 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY OF T w Q DATE BY - MARK APPR• DATE � � SHEETS . 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DIG ALEftl ,., 619.297.0707 � n - NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT f ESS C...�' TM �0 �Q (FAX)619.291.4165 COUNTY OF RIVERSIDE w i 9 R .IDE d AND/0R GRADING PERMIT HAS BEEN ISSUED. p � �1GI1�113ERINI3 -t1MrAt�Y c` ricken$�neenng.com V SC; Q �- San Diego Rroerside Sacramento CSran a I�hoemx Tucson w g THE PRIVATE ENGINEER SIGNING THESE PLANS IS �, w '�, � SEE SHEET 1 36 cn CALL RE STREET II��'RO�fE�E�IT PLANS RESPONSIBLE FOR ASSURING THE ACCURACY OF ,... � r+m 1- BEFORE � PREPARED. -NDE TH R ION OF: ..� DESIGN AND ACCEPTABILITY OF THE WORK HEREON. ,.� , , L}^ o ca C �.� YOU DIG. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY CITRINS HEIGHTS I I 8 DATE BY MARK APPR. DATE � - * OF _ SHEETS' , APPROVAL OR DURING CONSTRUCTION, THE PRIVATE , F7 al <o c - -- Q T , ��c�-��� �6�0 HALT ISO. G�4T ENGINEER SHALL BE RESPONSIBLE FOR DETERMWING AN ENGINEER REVISIONS CARsO EDCINCT U CL n E ISIONS COUNTY ON 76519 , _ -._., UNDERGROUND SERVICE ALERT _ . A F CCEPTABLE SOLUTION AND REVISING THE PLANS FOR ; : 1 40 F0 4 � SCALE Ha R. W.O. COUNT w �,. _ f L Y CA : Cali at I t 2 workingdays prior to excovatin . - Y P 9 : DAT . APPROVAL BY THE COUNTY. E _ l_7 REGISTRATION EXPIRES 12 18 _ DESIGNED BY. TW DRAWN BY. TW CHECKED BY. CPE 1 4 CV COMMUNITIES,. LLC FILE N0IF. V e R:\17358-Citrusv He,lghts\Cfi fil\Shatts\Improvement_Plans\17358IP_36.dgn PLOT OATS: 11-OCT-2017 JN 17358 f L L=43.51' PI=1280.48 s M Cn O q • M M t,? - 1290 ti = N r N 0 W 00 O 173 d apGo r O P U C1 O • Lo _,I OCMrjW rte,. 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APPLY ASPHALT EMULSION CONSTRUCT TYPE "A6"CURB AND GUTTER ( 6"C.F.) PER COUNTY OF RIVERSIDE STD NO. 200 CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF RIVERSIDE 13; CENTERLINE ANNOTATION STD NO. 209 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE No. DELTA OR BEARING RADIUS LENGTH REMARKS STD NO. 403. SEE CURB RAMP DETAILS ON SHEET 38 ;,� � A-42-44'4611 175.79' 131 .15' 10 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO. 1221 N c h ( Am 1°16'16" 300.00' 59.02' . © c' v (D N13034'36"W 70.05' 13 CONSTRUCT LOCAL DEPRESSION PER 2 5 © SEE SHEET N I 1 �, COUNTY OF RIVERSIDE STD NO. 311, CASE B ex, ' c� '� . ��• . L1 i3 11 0,8 300.00 330.84 o c� 6 COMPASS DFI E 124 �c � , 00 ,��, 11 R/W c n x 1 2 6 _ . I CURB ANNOTATION No. DELTA OR BEARING RADIUS LENGTH REMARKS 3 ? CR12?9 04.3 M L 194°30'37" 38.00' 129.00' 3 11 N64°34'54"W 50.00' 12-0 :. 7 MP 2 2 % � a� 3 136°29'41 " 318.00' 202.55` �► �' C ti STORM DRAIN LINE B. G b SEES ORM DRAIN PLANS 4 L1= 4018 51 " 110.001 85-08' EC 10+00.00 0 S 5 SHEET 13 FOR PROFILE A=06641 26 282.00 32.93 3 ... N13-34'36"W 21 .40' _ ca Ln' �, ,� :' : -4 , Q N13°34'36"W 21 .40' 123 �. . © 1 2 �► " 7 0 LIJ © 8 a--99°4229 25-00' 43-51 ' C%Jv ` ' 2 S C!, R F bFe9°42'29 25.00' 43.51 ' N + 1 22 w O V) R/W q ro o Ulu 13 CL CATCH BASIN B8 o 00 + W=40'V=6.57' j2.2'` 0100=2.91 CFS �m 010=1.87 CFS �'©1 , C AU T 10 N PLAN: EMPIRE CIRCLE EXACT^ LOCATION OF EXISTING 40 20 o ao so 120 UNDERGROUND FACILITIES IS GRAPHIC SCALE 111 = 40' BGR N . 150181 UNKNOWN. CONTRACTOR TO SID: 8 330375376 VER IN FIELD. ro SEAL ENGINEER se�2o FRIARS ROAD BENCH MARK I.P. No. 15453 NOTE. TR 36475 SHEET N0. D I Al-JE ft JLED WITHIN THESE PLANS SHALL s�aaEco,CA 9z>>o WORK CONTAINED E Crr EJS ,.... 619.291.0707 U NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT �t0 /p/� _ tF,A,x>6i9.29a.a165 COUNTY OF RII�E�45It� ''� ENGINEERING ;OM3�ANY ' rickengineering.com w o AND/OR GRADING PERMIT HAS BEEN ISSUED. SCHEDULE A C> ` • Riverside n Cshaeniz Tucson � � � ' f San Diego age tEv vI c� E- SEE SHEET 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS ,�: � � STREET IIPROVE�E�IT F�LAIS CALL W � RESPONSIBLE FOR ASSURING THE ACCURACY OF : m PREPARED E THE ECTION OF: BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. rn CITRUS HEIGHTS II R 8 ;: OF c� r r►o.�ss9 SHEETS YOU nrG. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPR. DATE DATE BY MARK TRACT NO. 36475 a_ APPROVAL OR DURING CONSTRUCTION, THE PRIVATE J' © 2 0 1 {}(�-2..27 60 8 765 99 _ N NG AN Y ARSON DGING N _ LL BE ESP'ONSIBLE FOR DETERMI I COUNT ,�' ENGINEER SHA R ENGINEER REVISIONS � , _ , `: 1 4 FOR. __. SCALE : _ © W.O. ; COUNTY c� a H D ICE ALERT U �- UNDERGROUND SERV F 1. ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR A ACCEP L � er- r t t _ . _ F NO 12 18 IL REGISTRATION EXPIRES E t excavating. DATE..� X 1 4 CV COMMUNITIES LLC Colt 4t Is�Ist 2 working days prior o � W DRAWN BY. TW CHECKED BY. CPE V r� 9 Y P 9 APPROVAL BY THE COUNTY. DESIGNED BY. 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CONTRACTOR TO VERIFY IN FIELD. DIDs 8 330375376 co r SEAL ENGINEER ' BENCHMARK �OEa 5620 FRIARS ROAD 1rPr � .�?. TR 36475 ' DIG W©RK CONTAINED WITHIN THESE PLANS SHALL sAly DIEGO,CA 92110 SHEET N0, TT E{ ALR C3 619.291.0707 cc�� T NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT 4 f c.> D TM � FA)( V Q ,f )619391.4165 COUNTY OF �1I{�ERsr©E; r ri- n AND/OR GRADING PERMIT HAS BEEN ISSUED. E (1 Y cken a eerin .com -- _ R � �N�iN>�Ix�No C t �� � � SCt�©ULE' A San Di o Riverside Sacramento de Phoenix Tucson an Q THE PRIVATE ENGINEER SIGNING THESE PLANS IS '�' 'e8 S SEE SHEET 1 8 cn CALL .� STREET IMPROVEMENT" ,-PLANS F RESPONSIBLE FOR ASSURING THE ACCURACY O RE � , m :PREPARED DER THE EGTION OF BEFORE � R, DESIGN AND ACCEPTABILITY OF THE WORK HEREON.. L8SWETS . D 1 N0.76519 ITU HEIGHTS Il F YOU DIG! N FTER CO-LINTY IN THE EVENT OF DISCREPANCIES ARISI G A DATE BY MARK APPR. DATE � � � y H CONSTRUCTION, THE PRIVATE Q - TRACT . 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