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rM 000l; PARCEL \4 4 �h �h 44 4� 4 4 1 � 4 4 1 \ \ 4� 4 1 1 Vlw L PM 38375 PARCEL 5 �:�::COUNTY OF RIVERSIDE 23 o: �Q O CL€ g Z o \\\\. SHEET 13 TRACY TREET �..,....�,'I- 4100=0.3 CFS Q10=0.2 CFS THE ET 1 2 A=o.1 AC I 400=0.3 CFS Q10=0.2 CFS A=0.1 AC PM 38375 PARCEL 6 PM 38375 PARCEL 7 SPLIT MAINTENANCE `4` EET7OMM`SHEET 18 `SHEET 19 ` SH\EE SHEET 14� \SHEET 15 \SHEET 16 , .......... ............... ______ - JACINTO AVE�� _________ �� .................... ,,, \\„ \,,mw ,,,,,,,, ,,,,,,,, ,,,,,m ,,,,,,,, ,,,,,,,, ,,IMI ,,,IMIN ,,,IMIN .,,MIM ,\\\\\\ \\\\\\\\. ,\\\\\\\. ,\\\\\\\. ,\\\\\\, ,\\\\\\, ,\\\\\\, ,\\\\\\, ,\\\\\\\ \\\\\\\\. ,\\\\\\, ,\\\\\\, 0\\\\\, w\\\\, ,\\\\\\, ,\\\\\\, ,\\\\\\\\\ \, ,\\\\\\, ,\\\\\\, ,\\\\\\\. ,\\\\\\\. ,\\\\\\\. ,\\\\\\\. ,\\\\\\\. \, ,\\\\\\\. ,\\\\\\\. ,\\\\\\\. 3n<<I 22, 1 SHE 2� OWNER/APPLICANT ` PULTE HOME COMPANY, LLC 27401 LOS ALTOS STE 400 MISSION VIEJO, CA 92691 ATTN: JIM BAKER-AREND . PH: (310) 901-7174 EMAIL: JIM.BAKER-AREND®PULTEGROUP.COM 24—HR SWPPP CONTACT `\ PULTE HOME COMPANY, LLC 27401 LOS ALTOS STE 400 MISSION VIEJO, CA 92691 ATTN: ROBERT PARADISE PH: (951) 258-6001 ` EMAIL: BOB.PARADISE@PULTE.COM 0 J Q Q m c 0z g p ORANGE AVE (aa- xy o NUEVO RD SAN JACINTO AVE SITE 74 o � 1 a- w g w z z w 15 0 :2 VICINITY MAP NOT TO SCALE VATER EASTERN MUNICIPAL WATER DISTRICT EWER EASTERN MUNICIPAL WATER DISTRICT .LECTRIC SOUTHERN CALIFORNIA EDISON .AS SOUTHERN CALIFORNIA GAS COMPANY 4TERNET/PHONE/TV FRONTIER ,ABLE TV CHARTER SPECTRUM BENCHMARK NGS DESIGNATION #40 Y (PID #DX2103) ELEVATION = 1496.35' (NAVD 88) (NAVD 88) - 2.52' = (NGVD29) RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1992: SOUTHWEST OF LAKE PERRIS RESERVOIR, NEAR THE INTERSECTION OF BRADLEY RD PRODUCED AND WALNUT AVE (DIRT RD), 180 FEET (54.9 M) WEST OF BRADLEY PRODUCED ALONG WALNUT AVE, AND 55 FEET (16.8 M) SOUTH OF THE CENTER OF WALNUT AVE, IN THE TOP OF A ROCK OUTCROP SOUTH OF ROAD, ABOUT 3 FEET (0.9 M) ABOVE THE GROUND AND 8 FEET (2.4 HIGHER THAN THE ROAD. A STANDARD MWDSC BRASS DISK SSM) ET IN BOULDER. ASSESSOR'S PARCEL NO. 310-180-008, -011, -016, -020, -021, -033, -047, 310-190-008, -009, -010, -015 LAND USE AND ZONING XISTING LAND USE: VACANT PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL -EXISTING ZONING: PARK WEST SPECIFIC PLAN PROPOSED ZONING: RESIDENTIAL LEGEND: I \ PROPOSED AC PAVEMENT REMOVE EXISTING AC PAVEMENT GRIND AND OVERLAY EXISTING AC PAVEMENT 4J (XX.XX) EXISTING ELEVATION N c ---- EXISTING CONTOURS I PL PROPERTY LINE I > PI POINT OF INTERSECTION R/W RIGHT OF WAY o STA STATION >_ TC TOP OF CURB TYP TYPICAL = J� VC VERTICAL CURVE ���6� AP ANGLE POINT \������ BCR BEGIN CURB RETURN I ECR END CURB RETURN PVI POINT OF VERTICAL INTERSECTION �H ET 2 MH UGE MANHOLE UNDERGROUND ELECTRIC SCE SOUTHERN CALIFORNIA EDISON CO. EX. EXISTING I ` \ C&G CURB AND GUTTER I MAX MAXIMUM MIN MINIMUM ` SD STORM DRAIN PROP. PROPOSED O� a STD STANDARD 2 PVMT. PAVEMENT BVC BEGIN VERTICAL CURVE .... �::::::: EVC END VERTICAL CURVE MVC MIDDLE OF VERTICAL CURVE BC BEGIN CURVE NOTICE TO CONTRACTOR 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED OR FOUND IN PUBLIC RECORDS(MAINLINE, NO LATERALS OR SERVICES SHOWN), ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED IN VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE OR LIABLE FOR ANY UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THIS PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCY, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT ONCE. REVISIONS AND/OR DEVIATIONS FROM THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING TO THE IMPLEMENTATION OF SUCH REVISION OR DEVIATION IN THE FIELD. BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF THIS CONDITIONS. 5. CONTRACTOR SHALL NOTIFY "UNDERGROUND SERVICE ALERT" AT (800) 422-4133 AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF WORK SO AS TO HAVE LOCATION OF UNDERGROUND UTILITIES LOCATED AND MARKED FOR CONSTRUCTION / SAFETY COORDINATION. P44M "ST SPECIMC PLAN PARCEL MAP NO* 383 75 BACKBONE STREET IMPROVEMENT PLANS LYING IN SECTION 28 8& 339 TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. qoo=2.8 CFS qo=1.4 CFS A=1.2 AC 6. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF FEDERAL STATE AND LOCAL LAWS AN REGULATIONS PERTAINING TO CLEAN AIR AND CLEAN WATER ACT. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF PERRIS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. SHEET NO. DESCRIPTION 1 TITLE SHEET 5,5/24 2 NOTES & DETAILS OSHUA S. LESINSKI DATE 3-5 STREET PLAN & PROFILE - EVANS ROAD R.C.E. # C92605 6-11 STREET PLAN & PROFILE - PARK WEST DRIVE EXP. DATE: 9/30/25 12-13 STREET PLAN & PROFILE - TRACY STREET 14-20 STREET PLAN & PROFILE - SAN JACINTO 21-24 STREET PLAN & PROFILE - DUNLAP RD 25-30 CROSS SECTIONS 0 U) r-) W o' N N N 0 ZQ H CM Q N 0 � Z OU O Q LO J Q N U_ J W n Ld Ld WLd " U v n > U O O w V)w aH Z) Z O LU 0 U U m >ry On 0 m ry 0-o Ld , � Z QQ ENGINEER ALBERT A. WEBB ASSOCIATES 3788 McCRAY STREET RIVERSIDE, CA 92506 ATTN: JOSHUA S. LESINSKI PH: (951) 686-1070 EMAIL: JOSHUA.LESINSKI®WEBBASSOCIATES.COM SOILS ENGINEER GEOTEK, INC. 1548 NORTH MAPLE STREET CORONA, CA 92878 ATTN: EDWARD LAMONT PH: (951) 710-1160 EMAIL: ELAMONTOGEOTEKUSA.COM TOPOGRAPHY SOURCE INLAND AERIAL SURVEYS, INC. 7117 ARLINGTON AVE., SUITE A RIVERSIDE, CA 92503 ATTN: DEREK C. HOOD PH: (951) 687-4252 DATE FLOWN: 11 /09/2021 BASIS OF BEARING "THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "BILL", "CNPP", AND "MLFP" NAD 83(NSRS2011) AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.9999178096. CALCULATIONS ARE MADE AT POINT #1 WITH COORDINATES OF: N: 2217757.726, E: 6268362.480, USING AN ELEVATION OF 1415.09 FEET. THE CONVERGENCE ANGLE AT POINT #1 IS-00'31'48.82". LEGAL DESCRIPTION PARCEL 1 THROUGH 9, INCLUSIVE, TOGETHER WITH LOTS "A" THROUGH "S", INCLUSIVE, OF PARCEL MAP NO. 38375, RECORDED IN BOOK 257, PAGES 40 THROUGH 45, INCLUSIVE, OF PARCEL MAPS, RECORDS OF THE COUNTY OF RIVERSIDE, LYING WITHIN SECTION 28, THOWNSHIP 4 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN. ��[�:I:T�l_t�:l�l �►�l� �:I�III NO WORK SHALL COMMENCE WITHIN ROAD RIGHT-OF-WAY �R/W) PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT BY TH TRANSPORTATION DEPARTMENT. PHONE NO. 951-955-6790 EMAIL: ENCROACH M ENTPERM ITSORIVCO.ORG BO BLOW -OFF VALVE EC END CURVE MOC MIDDLE OF CURVE BEG. BEGIN CONC. CONCRETE PRC POINT OF REVERSE CURVE PCC POINT OF COMPOUND CURVE q CENTERLINE LT LEFT RT RIGHT S/W SIDEWALK FG FINISHED GRADE FL FLOW LI N E FS FINISH SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT LP LOW POINT A.T.G. ADJUST TO GRADE P.I.P. PROTECT IN PLACE NOTE T.B.R. TO BE REMOVED FO FIBER OPTIC APPROVAL BY THE TRANSPORTATION TELE. TELEPHONE DEPARTMENT IS FOR THE WORK REC. WTR RECYCLED WATER WITHIN THE COUNTY ROAD RIGHT OF WAY ONLY. WDID# 8 33C402893 Underground Service Alert NU I t: CITY OF PERRIS SEAL - ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: MS4474 CITY OF PERRIS IP250025 SHEET NO. 3788 McCRAY STREET SEE ABOVE WORK CONTAINED WITHIN THESE PLANS SHALL NOT APPROVED BY: PARK WEST SPECIFIC PLAN QItOFEss/p RIVERSIDE CA. 92506 COMMENCE UNTIL AN ENCROACHMENT PERMIT �o k+i _ JP �FS�� FAX (951) 788-1070 256 PARCEL MAP NO 38375 Call: AND/OR A GRADING PERMIT HAS BEEN ISSUED. S. '� 811 ........_,...:.. y�oy� �" � a�SSt�CIATES ( ) THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR BACKBONE STREET IMPROVEMENT PLANS PREPARED UNDER DESIGNED BY: MN CHECKED BY: JSL ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. `� CITY ENGINEER `•'` No. C92605 30 THE RV to TITLE SHEET of SHEETS WWW.call8l 1 .com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR C92605 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE :``;; ; _;,,' c�v�� R.C.E. NO.: MARK BY DATE APPR. DATE '`'qrF`� C1i24 SCALE: FOR: W.O. CITY FILE N0. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS of MI.% > TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. ENGINEER CITY DATE SHUA S. LESINSKI DATE H: 1 =300 V: N A PULTE HOME 21-0258 P8-1449 0 0 0 0 0 0 0 0 0 0 0 0 976 Q PROPOSED EX. R/W R/W 10' 40' CL 1 80' 40' °a as ° a a a as ° Q ° a a° ° q ° a 4 GUTTER FL, ° a a °a a a a 6" W=PER PLAN 6" CURB OUTLET SECTION "B" — "B" NOT TO SCALE EX. R/W FUTURE R/W EXISTING PAVEMENT 10' STREET IMPROVEMENT CONSTRUCTION NOTES AND QUANTITY ESTIMATE* ITEM DESCRIPTION QUANTITY - CITY QUANTITY - COUNTY 000NSTRUCT MIN. 5.5" A.C. OVER 15.5" CLASS II A.B. (221,634 SF) 20,728 TONS AB/ 7,391 _ TONS AC 1A CONSTRUCT MIN. 6.5" A.C. OVER 17.0" CLASS II A.B. (7,130 SF) 3,340 TONS AB/ 680 _ TONS AC 02 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. NO. 200 5,098 LF - O CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 43,777 SF - (W=6') ® CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 10,297 LF - 05 CONSTRUCT MEDIAN PER RIV. CO. STD.113 17,050 SF - © CONSTRUCT CONCRETE CURB TYPE D (8"CF) PER RIV. CO. STD. 204 4,786 LF - O CONSTRUCT MIN. 4" A.C. OVER 11.5" CLASS II A.B. (PRELIMINARY 14,078 TONS AB/ 4839 _ PAVEMENT SECTION) (202,270 SF) TONS AC ® CONSTRUCT MIN. 4" A.C. OVER 10.5" CLASS II A.B. (PRELIMINARY 3,133 TONS AB/ 1,182 _ PAVEMENT SECTION) (49,395 SF) TONS AC O CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 53,959 SF - (W=7') 10 CONSTRUCT 5.5" A.C. OVER 14" CLASS II A.B. (PRELIMINARY PAVEMENT 52,939 SF; AC 1,929 7000 SF; AC 244 SECTION) (59,939 SF) TONS, AB 3,243 C.Y. TONS, AB 303 C.Y. 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER "OVERLAY JOIN DETAIL" ON 8,971 LF 529 LF SHEET 2 12 GRIND 0.16' AND CONSTRUCT 0.16' MIN AC OVERLAY TO JOIN EXISTING 2,553 SF 1,062 SF PER OVERLAY JOIN DETAIL ON SHEET 2 13 INSTALL STREET LIGHT PER SEPARATE ELECTRICAL PLANS 50 EA - 14 INSTALL BARRICADE PER CITY OF PERRIS STANDARD NO. 810 10 EA - OCONSTRUCT 15 REVERSE CURB OUTLET PER RIV. CO. STD. NO. 309, MODIFIED 4 EA _ PER DETAIL ON SHEET 2 16 CONSTRUCT PEDESTRAIN CURB RAMP PER RIV. CO. STD. NO. 403, CASE A 22 EA - OCONSTRUCT 17 CATCH BASIN AND LOCAL DEPRESSION PER RIV. CO. STD. NO. 38 EA _ 300 & 311 18 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER RIV. CO. STD. NO. 213 2 EA - OCONSTRUCT 19 MULTI PURPOSE TRAIL PER RIV. CO. STD. 405 AND 27,951 SF - LANDSCAPE PLANS (LOCATION PER TYPICAL CROSS SECTIONS ON SHEET 2) 20 RELOCATE EXISTING UTILITIES BY CONTRACTOR PER SEPARATE PLAN 2 EA - 21 CONSTRUCT CROSS GUTTER PER RIV. CO. STD. NO. 209 1 EA - CONTRACTOR IS REQUIRED TO LOCATE AND ADJUST TO GRADE ALL 22 EXISTING MANHOLES, VALVE COVERS, AND BOXES FOR WATER, SEWER, TELEPHONE, GAS, CABLE TV, AND ANY OTHER FACILITIES IN CONFLICT WITH PROPOSED IMPROVEMENTS * THE QUANTITY ESTIMATES SHOWN HEREON ARE FOR THE USE OF GOVERNING AGENCIES IN DETERMINIG BOND AMOUNT AND/OR FEES AND ARE NOT TO BE USED FOR BID PURPOSES STREET �- PROPOSED CROWNEXISTING R/W I 6I R/W 44' 25' 30' VARIES I GRIND AND OVERLAY EX. A.C. PAVEMENT R/W LMD MAINTAINED LANDSCAPE EASEMENT 19, 2' BENCH 3' 6' 6' 4' IX 2_.1 3:1 MAX 19 6' TRAI L RAIL FENCE 03 6' SIDEWALK O 8" CURB- & GUTTER R/W VARIABLE WIDTH LMD MAINTAINED EASEMENT 11' 2' BENCH 7' 4' 3:1 MAX 09 7' SIDEWALK O 6" CURB & GUTTER 10' 2:1 MAX DAYLIGHT TO EXISTING SURFACE _ 2:1 MAX 03 6' SIDEWALK G)6" CURB & GUTTER-/ PROPOSED COMPACTED SUBGRADE CL 1 132' 94' VARIES 40' TO 50' VARIES VARIES VARIES 40' TO 50' 7' TYP, 7 TYP. 01 A.C. PAVEMENT (D8" MEDAN CURB PROP. 8" O MEDIAN CURB A.C. PAVEMENT 01 2% 22% PROP COMPACTED CLASS II A.B. CLASS II A.B. PROP COMPACTED SUBGRADE SUBGRADE EVANS ROAD TYPICAL SECTION (MAJOR HIGHWAY) T.I.=9.0 PRELIMINARY R-VALUE= 21.0, AC=0.46, AB=1.29' NOT TO SCALE SEE SHEET 3-5 R/W 66' VARIABLE WIDTH LMD MAINTAINED EASEMENT VARIES 15 TO 22 VARIES 15 TO 22 11 4' 7' 2' BENCH 07 A.C. PAVEMENT A.C. PAVEMENT O7 2% 2% ::::...... 3:1 MAX OC LASS II A.B. CLASS II A.B.07 7' SIDEWALK 09 PROPOSED COMPACTED PROPOSED COMPACTED SUBGRADE SUBGRADE 6" CURB & GUTTER 04 PARK WEST DRIVE TYPICAL SECTION (MODIFIED COLLECTOR ROAD) T.I.=7.0 PRELIMINARY R-VALUE= 21.0, AC=0.33', AB=0.96' NOT TO SCALE SEE SHEET 6-11 R/W 60' 20' 20' 10' O A.C. PAVEMENT A.C. PAVEMENTO 2:1 MAX r y _2 7. DAYLIGHT TO EXISTING j/ SURFACE 88 CLASS 11 A.B. OCLASS 11 A.B. 21 MAX 6' SIDEWALK( 6" CURB & GUTTER ( TRACY STREET PROPOSED COMPACTED TYPICAL SECTION (MODIFIED LOCAL STREET) SUBGRADE T.I.=6.5 PRELIMINARY R-VALUE= 21.0, AC=0.33', AB=0.87' NOT TO SCALE SEE SHEET 12-13 0 U) ACLd PAVEMENT 2% M Ld A.B. EX. A.B. J N PROPOSED COMPACTED EX. COMPACTED DUNLAP DRIVE 0 SUBGRADE ADJACENT TO PROJECT (MODIFIED SECONDARY ARTERIAL) SUBGRADE 71 NOT TO SCALE Z 0 PRELIMINARY R-VALUE=21 p U T.I.=8.5 Q w PRELIMINARY R-VALUE= 21.0, AC=0.46, AB=1.17' o LO J NOT TO SCALE Q SEE SHEET 21-24 PROP. R/ Y" h R/W LMD MAINTAINED 19, LANDSCAPE EASEMENT 4' 6' 6' 3' 2' BENCH X _2 7, 3:1 MAX 6' TRAIL 1 g RAIL FENCE 6' SIDEWALK O 8" CURB & GUTTER 02 6" STREET CURB 2' GUTTER „B„ g�MODIFIED REVERSE CURB OUTLET — PLAN VIEW MODIFIED RIVERSIDE COUNTY STD. NO. 309 NOT TO SCALE 4" CHECKERED METAL PLATE REVERSE MODIFIED CURB OUTLET PER 1 / TOP OF CURB RIV. CO. STD. DWG. 309 a 4 a at ° ° ( 10 6" W=PER PLAN 6" CURB OUTLET SECTION "A" — "A" NOT TO SCALE 1/4" CHECKERED METAL PLATE REVERSE MODIFIED CURB OUTLET PER TOP OF CURB RIV. CO. STD. DWG. 309 MA it CO � U i0 _ PROPOSED PAVEMENT 2' MIN. OR AS SHOWN COLD PLANE EX. ON PLAN 1' PAVEMENT TO 0.16' MIN. z DEPTH THEN OVERLAY AC ' J 11 (n U TO 0.16MIN. THICKNESS 12 Ld n I I I I PROTECT EXIST. 10 Q 15' 15' AC PVMT. N Of 13' EX. A.C. 13' EX. A.C. -.. r. ,—; w = EXISTING PAVEMENT 90' PROPOSED PAVEMENT EXISTING PAVEMENT w �_ PAVEMENT PAVEMENT .• °,t.. ..: M (j ;�;. Z L '•t.". at •. i� w 1' SAWCUT LINE 45' PROPOSED PAVEMENT 45l PROPOSED PAVEMENT 1f SAWCUT LINE I I 11 REMOVE AND REPLACE Ld Q 2' MIN 2' MIN I I @PROPOSED A.C. 12 11 PROPOSED A.C. 10 I I 12 OVERLAY JOIN DETAIL EXISTING AC PAVEMENT 11 1A 11 PAVEMENT PAVEMENT NOT TO SCALE ^ 2% 2% LL r .. k. . k:. ... :. ., ... :. .. -. k:. .. .. ,, ..... ........ k:.. ...,. Of ,. ................................................................................................................... ...... ............................................................................... y wU CLASS II A.B. S PROPOSED EDGE OF PROPOSED EDGE OF }O v vi REMOVE AND REPLACE PROTECT EXISTING PAVEMENT PAVEMENT Z LU Q U PROTECT EXISTING REMOVE AND REPLACE EXISTING AC PAVEMENT AC PAVEMENT SAN JACINTO AVENUE AC PAVEMENT EXISTING AC PAVEMENT GRIND AND OVERLAY EXISTING 12 PROPOSED COMPACTED PROPOSED COMPACTED O w o U GRIND AND OVERLAY PAVEMENT (0.16' MIN. OVERLAY) O SUBGRADE TYPICAL SECTION (SECONDARY HIGHWAY) SUBGRADE U m j � 12 EXISTING PAVEMENT NUEVO ROAD SECTION A —A T.I.=8.5 p 0 0- (0.16' MIN. OVERLAY) NOT TO SCALE PRELIMINARY R-VALUE= 21.0, AC=0.46', AB=1.17' SEE SHEET 5 NOT TO SCALE Uw �: o TRENCH REPAIR SEE SHEET 14-20 QQ WDID# 8 33C402893 Underground Service Alert NOTE: CITY OF PERRIS SEAL — ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: MS4474 CITY OF PERRIS IP250025 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT APPROVED BY: 3788 McCRAY STREET SEE SHEET 1 PARK WEST SPECIFIC PLAN Q�tOFEss/0 RIVERSIDE CA. 92506 COMMENCE UNTIL AN ENCROACHMENT PERMIT �o k+i _ ��s�� FAX (951) 7s8-10256 70 PARCEL MAP NO 38375 2 Call: AND/OR A GRADING PERMIT HAS BEEN ISSUED. S. '� 811 ........_•...:.. y�oy� �" � a�SStICIATES ( ) THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR BACKBONE STREET IMPROVEMENT PLANS �' PREPARED UNDER DESIGNED BY: MN CHECKED BY: JSL ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. CITY ENGINEER `'` No. C92605 30 "��•:•:•••````` THE RV to NOTES &DETAILS of SHEETS WWW.call8l 1 .com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR C92605 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE :``;; _<,,' c�v�� R.C.E. NO.: MARK BY DATE APPR. DATE '`'qrF `� 616124 SCALE: FOR: W.O. CITY FILE N0. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS °F C'`L` TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. ENGINEER CITY DATE S6§HUA S. LESINSKI DATE H: N/A V: N A PULTE HOME 21-0258 P8-1449 N 0 N L7 N N CD z w Q w 0 w w 0 w w z 0 U 00 LF) N 0 N / Ln w z 0 m w U Q m / w w CD z Q w z / z Q 0 / DO N 0 N / N 0 N i 976 Q CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 88°37'53" 35.00 54.14 34.17 C2 91 °54'05" 35.00 56.14 36.18 C3 91°29'57" 35.00 55.89 35.93 C4 88.1552" 35.00 53.92 33.96 C5 180°00'00" 2.00 6.28 INFINITY C6 40*11'14" 1847.00 1295.49 675.67 C7 16°50'26" 1807.00 531.12 267.49 C8 10* 16'00" 1803.00 323.08 161.97 C9 39°53'04" 1753.00 1220.29 636.04 C10 44°10'24" 1800.00 1387.75 730.42 C11 9°1948" 507.63 82.66 41.42 C12 2°55'29" 1760.99 89.89 44.96 C13 1°05'07" 1793.00 33.97 16.98 , r 0 a- TR31157 PER SEPARATE : IMPROVEMENT PLANS co� N" I N .... ' P CB 38375 PARCEL 4 6 o ham.v v O 17 � - -7 0 - V-9 5 13 I :: I(L-31 13 ��PR . i.�rn OP R�W�;; : ; :: ' �0�0Ar Mof w ao r m c19 U _... 14 40+00.00 .__,....�...._ f- 17 d- r + I , , ......LO N Ln ,,� - M N CB # 1 3 00 N 0 ` z a + °' � o N M co a: W=7.00', V=9.50' - y M + N N -i- . ^ n O O+ I�� - NC i V• t00 U ` oOd d- �N +N N �� = l� M o w' ` M N N 00 � d- k W Q_ M / d M Q- M C12 .aa +Nw / �-2 .'' w•^� M m / �- Zv Yam. Y ° 6 C1 C2C9 � s 0 V C11 a 4 h� �t STREET - PROP. SD LINE A O :.: ..: ,,..� ������ PER SEPARATE hY;• C10 .....,., C8 --� SD PLANS h \ Y h. n _. 0' 2 .,,.... ... ... ...,. ,.. .::. :: ate. • CO _` „5 I C5� 1011, Yoh;, �/ _` V � _ 4 �� o� ,,, �'y' ........... 7 10+00.00 AMBORO WY 14 1 C6 +0 65 =38+03.80 EVANS ROAD y t° 16o :. 0, 6, 02 h o , • / f t ®��PORAR`Y 16P 19 + W TACCESS ROAD FOR 37+44.65 BCR 1420.62 TC o-o o, o .-.-o ��-� �o_� o_�-��-�- ORP . R + � ad RCFC RCFC & EMWD 1419.95 FL ; w J J '\ ,.\ -----h \ , CB 17 O 13 PER MASS GRADING PLANS i '� v rn N "E TR - T 3115 3 PER SPAR E A W =7.00 , V=4.16 vBs 14 I€ K'�, �� N� a � N IMPROVEMENTPLANS PROV CONSTRUCTION NOTES 13 INSTALL STREET LIGHT PER SEPARATE ELECTRICAL PLANS r ;3 + o N N PM 38375 PARCEL 3„a. 00� � �� � s I O1 CONSTRUCT MIN. 5.5" A.C. OVER 15.5" CLASS II A.B. 14 INSTALL BARRICADE PER CITY OF PERRIS STANDARD NO. 810 . O2 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. NO. 200 1" = 40' 16 CONSTRUCT PEDESTRAIN CURB RAMP PER RIV. CO. STD. N0. 403, CASE A EVANS ROAD O3 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') 17 CONSTRUCT MEDIAN PER RIV. CO. STD.113 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER RIV. CO. STD. NO. 300 & 311 40 0 40 80 120 O5 CONSTRUCT MULTI PURPOSE TRAIL PER RIV. CO. STD. 405 AND LANDSCAPE PLANS © CONSTRUCT CONCRETE CURB TYPE D (8"CF) PER RIV. CO. STD. 204 19 (LOCATION PER TYPICAL CROSS SECTIONS ON SHEET 2) WDID# 8 3 3 C 4 0 2 8 9 3 Underground Service Alert NOTE: CITY OF PERRIS SEAL - ENGINEER A L B E R T A• ENGINEERING CONSULTANTS BENCHMARK: CITY OF PERRIS SHEET NO. 3788 McCRAY STREET SEE SHEET 1 PARK WEST SPECIFIC PLAN WORK CONTAINED WITHIN THESE PLANS SHALL NOT APPROVED BY: elkOFEss�p RIVERSIDE CA. 92506 Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT �0�`'�PH. (951) 686-1070 AND/OR A GRADING PERMIT HAS BEEN ISSUED. 3 811 -:>�.�::.. :' .:.'• W �,�, � � S c � I � T E � FAX (951) 788-1256 PARCEL MAP N0. 38375 • 11``':: '' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR A BACKBONE STREET IMPROVEMENT PLANS NO. C92605 PREPARED UNDER DESIGNED BY: MN CHECKED BY: JSL ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ,• CITY ENGINEER'�OF 30 SHEETS WWW.call8l l .com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR THE RV 10 C92605 STREET PLAN & PROFILE - EVANS ROAD DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE .:.., .::,: ; .;; ,;.� ,;; R.C.E. NO.: SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE +r�.o, Co, of C,6;"2 FOR: W.O. CITY FILE N0. TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. ENGINEER CITY DATE ffSHUA S. LESINSKI DATE H: 1 "=40' V: 1 "=4' PULTE HOME 21-0258 P8-1449 m Ln Ln N O N V V 0 i Cn i w w V/ V) U i vi LO N O N Cn / w z O m Y U Q m / V) w w V) z Q J m / Cn U z_ Q 0 / 00 Ln N O N N O N 1-1 .■ 976 Q CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C 1 40° 11 ' 14" 1847.00 1295.49 675.67 C2 25° 14' 10" 1807.00 795.90 404.51 C3 44° 10'24" 1800.00 1387.75 730.42 C4 25° 13'45" 1793.00 789.51 401.26 C5 39°53'04" 1753.00 1220.29 636.04 C6 12°47'59" 405.73 90.64 45.51 C7 0° 15' 14" 20306.41 89.95 44.98 C8 10*01'03" 1797.00 314.18 157.49 C9 177° 14'36" 2.00 6.19 83.15 C10 88°33'45" 35.00 54.10 34.13 C10 88°33'45" 35.00 54.10 34.13 C11 89°22'43" 35.00 54.60 34.62 C12 91°3429" 35.00 55.94 35.98 C13 90*37'17" 35.00 55.36 35.38 C14 181°24'36" 1.98 6.26 160.55 LINE TABLE LINE # DIRECTION LENGTH L1 N 16° 29' 28"W 131.48 L2 N 16° 29' 28"W 145.43 L3 S16° 30' 37"E 145.38 L4 S16° 29' 28"E 177.86 L5 S16° 29' 28"E 129.70 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 ____... CONSTRUCTION NOTES O CONSTRUCT MIN. 5.5" A.C. OVER 15.5" CLASS II 4, A.B. j� vN-a�'•�- o O CONSTRUCT TYPE "A-8" CURB & GUTTER PER Lo�" RIV. CO. STD. NO. 200 o� v N �� ``' °' �• �''� CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. v o a, '� s, V STD. NO. 400 & 401 (W=6') i O CONSTRUCT MEDIAN PER RIV. CO. STDA 13 cam+ , . cp �• 5 cn v CONSTRUCT CONCRETE CURB TYPE D (8"CF) PER O RIV CO STD 204 JArto 2 en INSTALL STREET LIGHT PER SEPARATE ELECTRICAL J o . N � PLANS TR31157 PER SEPARATE '' N 1 . h � o�o� .. , . o�, M M N `� ` � yINSTALL BARRICADE PER CITY OF PERRIS os _o , `� \ �� 14 STANDARD NO. 810 C12 C13 to L3 T � O IMPROVEMENT PLANS o� �> ' 13 \,......:............. CURB RAMP PER RIV. CO. _ \ STET v� CONSTRUCT PEDESTRAIN : O h „ PM 3837;5 PARC�F . ....................... . - o�o� 2�^ 0� • m ^ O_o , _O- � __ __ .._ .. :; \�� STD. N0. 403, CASE A r O �Or�0�1 V " O��O ..h\�_.. 16 V `� L4 " `4 �\ CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION e►- ^ v 19 r 46+00.00 ` :' 17 ®h.. PER RIV. CO. STD. NO. 300 & 311 O CB #5 PROP. R W y cfl . O W-7.00 , V-4.64 ' _..._..._„o + 3 2 2 \ ' �� � CONSTRUCT MULTI PURPOSE TRAIL PER RIV CO ^ STD. 405 AND LANDSCAPE PLANS (LOCATION PER .: V • i '`' - TYPICAL CROSS SECTIONS ON SHEET co 2� Underground Service Alert NU I L: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. WWW.call8l l .com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. K � BY � DATE ENGINEER REVISIONS EVANS ROAD CITY OF PERRIS APPROVED BY: CITY ENGINEER APPR. DATE CITY DATE Q0 CA � A ;& � k '\h h PM 38375 4. h PARCEL 1�h S N 40 0 40 :0 121 WDID# 8 33C402893 BENCHMARK: CITY OF PERRIS SHEET NO. SEE SHEET 1 SCALE: H: 1 "=40' PARK WEST SPECIFIC PLAN 4 PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE - EVANS ROAD of 30 SHEETS FOR: W.O. CITY FILE NO. V: 1 "=4' PULTE HOME 21-0258 P8-1449 m Ln I�I^ u/ N O N CD 0 i Cn I w w V) V) I U I LO N O I N v/ 1-1 z O m Y U Q m V) w w _ V) z Q Cn U z_ Q 0 i 00 Ln N O I N i N O N 1-1 .■ 976 Q 2 k --- ----PROP. SD LINE G ... 4 ,;;:; . ....,.. 5% PER SEPARATE SD PLANS ram-. �\ C1 _ co. • ono-.�-�- �� r., �� �� 17 57+65.00 19 3 q CB #15 W=7.00, V=4.44' 0 17 54+95.00 0 + °GL o �� o CB #13 ,-0 W=7.00', V=4.19' 13 A - CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 17°06'06" 1753.00 523.24 263.58 C2 14°39'52" 1793.00 458.90 230.71 C3 5°23'35" 1797.01 169.14 84.63 C4 17°06'06" 1847.00 551.29 277.71 C5 0°35'30" 8708.74 89.95 44.98 C6 0°35'30" 8708.74 89.95 44.98 C7 13°21'36" 388.79 90.66 45.54 CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C8 13°2136" 388.79 90.66 45.54 C9 5°58'45" 1807.00 188.57 94.37 C10 2°15'25" 2281.49 89.87 44.94 C11 7°24'06" 698.60 90.25 45.19 C12 180°00'00" 2.00 6.28 INFINITY C13 19°02'20" 35.11 11.67 5.89 Underground Service Alert NU I t: WORK CONTAINED WITHIN THESE PLANS SHALL NOT e Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. WWW.call8l l .com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. K I BY I DATE ENGINEER u 0 � 0) 11 12 2 pLri=U A L1 L1, CO i W C) , `. 22 SEE SHEET 2 O PROP. R�W i- 3 : Uj UJ N' OU Jo' s o N w TR31157-1 PER SEPARATE "' 0° z 4 �Ucn ��� U' "' 00~`` �, IMPROVEMENT PLANS w co CD oCD + PM 38375 PARCEL 1 0 ~_ O N N w _ p�� �-� 14- it�, �HL� �O +NN n��0 +� to �Z k NN �N N O^ �00 O N d� 13 O� O- � - O� +N N I :r Lo- + � N N � EVANS LOAD sWEBBN CONSTRUCTION NOTES 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER "OVERLAY JOIN DETAIL" ON SHEET 2 LINE TABLE LINE # DIRECTION LENGTH L1 N00° 36' 38"E 403.75 L2 N00° 36' 38"E 293.01 L3 S00° 36' 38"W 396.43 L4 S00° 36' 38"W 403.12 REVISIONS E O1CONSTRUCT MIN. 5.5- A.C. OVER 15.5" CLASS 11 A.B. @GRIND 0.16' AND CONSTRUCT 0.16' MIN AC OVERLAY TO JOIN EXISTING PER "OVERLAY 1 = 40' JOIN DETAIL" ON SHEET 2 1A CONSTRUCT MIN. 6.5" A.C. OVER 17.0" CLASS II A.B. 13 INSTALL STREET LIGHT PER SEPARATE ELECTRICAL PLANS 40 0 40 80 120 O2 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. NO. 200 17 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER RIV. CO. STD. NO. 300 & 311 O3 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') 19 CONSTRUCT MULTI PURPOSE TRAIL PER RIV. CO. STD. 405 AND LANDSCAPE PLANS (LOCATION PER TYPICAL CROSS SECTIONS ON SHEET 2) O5 CONSTRUCT MEDIAN PER RIV. CO. STD.113 20 RELOCATE EXISTING UTILITIES BY CONTRACTOR PER SEPARATE PLAN © CONSTRUCT CONCRETE CURB TYPE D (8"CF) PER RIV. CO. STD. 204 CONTRACTOR IS REQUIRED TO LOCATE AND ADJUST TO GRADE ALL EXISTING MANHOLES, VALVE 22 OTHER FACILITIES AND IN CONFLICTOWI WITH PROPOSED ,IMPROVEMENTSGAS, CABLE Tv, AND ANY W D I D# 8 3 3 C 4 0 2 8 9 3 SEAL - ENGINEER A L B E T A. BENCHMARK. SHEET NO. CITY OF PERRIS ENGINEERING CONSULTANTS CITY F P E R R I S APPROVED BY: 3788 McCRAY STREET SEE SHEET 1 rVjtofESSjO0 RIVERSIDECA. s25os PARK WEST SPECIFIC PLAN PH. (951) 686-1070 c c I E FAX (951) 788-1256 PARCEL MAP NO. 38375 ' A BACKBONE STREET IMPROVEMENT PLANS CITY ENGINEER No. C92B05 PREPARED UNDER DESIGNED BY: MN CHECKED BY: JSL OF 30 SHEETS THE RV 10 STREET PLAN & PROFILE - EVANS ROAD R.C.E. NO.: C92605 APPR. DATE ':` �� o/SCALE: • rf pE. CA�IJ �� C1�i24 FOR: W.O. CITY FILE N0. CITY DATE SHUA S. LESINSKI DATE H: 1 "=40' V: 1 "=4' PULTE HOME 21-0258 P8-1449 m Ln N O N \ CD 0 I I W w V) I U I vi Ln N O 1 N i w z 0 m Y U Q m i Ld w w El- Q J i CD z_ Q 0 i 00 LO N O I N 0 N .. 976 Q SEE SHEET 19 SAN JACINTO AVE ± rPROP. GRASSY SWALE PER MG PLANS L2 PROP. 1 " CMP CULVERT P R MG LANS SAN JACINTO AVE SEE SHEET 19 PROP. GRASSY SWALE PER MG PLANS CONSTRUCTION NOTES 0 CONSTRUCT MIN. 4" A.C. OVER 11.5" CLASS II A.B. (PRELIMINARY PAVEMENT SECTION) Underground Service Alert NU I t: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR k`kk. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR WWW.call811.com DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. K BY DATE ENGINEER PM 38375 PARCEL 8 PROP. R/W PROP. EP —o—oo— PROP. EP PROP. R/W PM 38375 PARCEL 7 PARK WEST DRIVE 0 PROP. EARTHEN DITCH PER MG PLANS O N — o _ LO 00 L3 Q W %c) ~ W 16 17' 18 ' -� - - - I � -I - - cn_ co A. O 0447. N T L1 ' I ih W r� 00 Z (W J o—oo—o—o—o—o—oo—o—o—oo o—0000— 2 000000 U PROP. EARTHEN DITCH PER MG PLANS Q CITY OF PERRIS APPROVED BY: CITY ENGINEER`` REVISIONS APPR. DATE n`- CITY DATE 0 N CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 90°00'00" 35.00 54.98 35.00 C2 90°00'00" 35.00 54.98 35.00 LINE TABLE LINE # DIRECTION LENGTH L1 N00° 27' 06"E 933.11 L2 N00° 27' 06"E 983.11 L3 SOO* 27' 06"W 933.11 WDID# 8 33C402893 BENCHMARK: CITY OF P E R R I S SHEET NO. SEE SHEET 1 SCALE: H: 1 "=40' PARK WEST SPECIFIC PLAN PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE — PARK WEST DRIVE of 30 SHEETS FOR: W.O. CITY FILE NO. V: 1 "=4' PULTE HOME 21-0258 1 P8-1449 N 0 0 c� c� _ 0 m m U� 0 N 0 CN m z 0 m _ 0 Q m i N m m _ (T) CD Q _ i _ Q EL 0 i 0 LD N 0 N 0 N .. 976 Q k.VIVJ I Rut# 1 MIN! Nu I La ® CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 O7 CONSTRUCT MIN. 4" A.C. OVER 11.5" CLASS II A.B. (PRELIMINARY PAVEMENT SECTION) O CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=7') 13 INSTALL STREET LIGHT PER SEPARATE ELECTRICAL PLANS CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 7°07'38" 1015.00 126.26 63.21 C3 7°07'38" 985.00 122.53 61.34 C4 16°05'04" 1018.65 285.96 143.93 C5 16°01'22" 987.38 276.12 138.97 C6 7°5556" 1022.00 141.49 70.86 C7 7°55'56" 978.00 135.40 67.81 LINE TABLE LINE # DIRECTION LENGTH L1 N00° 27' 06"E 933.11 L3 S00° 27' 06"W 933.11 L4 N30° 42' 30"W 284.85 L6 j N30° 42' 30"W 284.85 Underground Service Alert NU I t: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. .`..`... ` IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR WWW.call811.com DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. PARK WEST DRIVE WN CITY OF PERRIS APPROVED BY: CITY ENGINEER`` K BY DATE APPR. DATE ENGINEER REVISIONS CITY DATE WDID# 8 33C402893 BENCHMARK: CITY OF P E R R I S SHEET NO. SEE SHEET 1 SCALE: H: 199=40' PARK WEST SPECIFIC PLAN PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE — PARK WEST DRIVE of 30 SHEETS FOR: W.O. CITY FILE NO. V: 1 "=4' PULTE HOME 21-0258 1 P8-1449 z N 0 N m N c� c� z cn 0 w w z cn 00 LD N 0 N cn w z 0 m w U Q m w w z cn CD Q w m z Q 0 DO N 0 N 0 N .. 976 Q �■ - v v � v - v v � v - v v v v- v v v■- v v v� - v v v v- v v v ■- v v v v- v v v v- v v CONSTRUCTION NOTES '. 15 s ® 1; w CONSTRUCT TYPE A-6 CURB & GUTTER PER RIV. Co. STD. No. 200 �. A PM 38375 TR31157-3 PER SEPARATE `�� ` PARCEL 8 / o Ld CONSTRUCT MIN. 4" A.C. OVER 11.5" CLASS II A.B. (PRELIMINARY PAVEMENT Oyu �w IMPROVEMENT PLANS SECTION) =a ��. PM 75 �\ " PARCEL 3 �9 CONSTRUCT 4 THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=7) � o � w o __-� � \ 18 Y U � �� J 2 w U�'V I� C9 o w w o o rno I 13 INSTALL STREET LIGHT PER SEPARATE ELECTRICAL PLANS 15 13 N �' \% cow �o N PROP. SD LINE H PI=R J ` p PROP. GRASSY -f a ca ca o o ai o rn � CONSTRUCT REVERSE CURB OUTLET PER RIV CO STD NO 309 MODIFIED ~ PROP R W N NLo N �. \ + N r70 r7 SEPARATE SD PLANS to ` 1A CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 23°02'08" 1178.00 473.61 240.05 C2 23°02'08" 1200.00 482.45 244.53 C3 23°02'08" 1222.00 491.30 249.01 C4 90°00'00" 25.00 39.27 25.00 C5 90°00'00" 25.00 39.27 25.00 15 SWALE P PMU LANS /o �� �� �o o� �c� �o �� g �rn PER DETAIL ON SHEET 2 PROP I O-� +N +N N \ o O N N �.N o—o—o o o o-M o—o o—o—o o � - � �... »R ������� RI�,W d M \ II ,. ; ' mot, + 16 CONSTRUCT PEDESTRAIN CURB RAMP PER RIV. CO. STD. N0. 403, CASE A N o '��'��� — — —`" °h — — — — �. -�— � a MOB a 0'77 0 0-. z H 18 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER RIV. CO. STD. NO. 213 o 0 0� oG2jjQ W cn �j PROP. GRASSY 9 � °^�' Ls ►�' h t—W �d 0 SWALE PER MG o `-A PLANS 0 3 0 �' o of � � ,• 31 L5 iv 4 N ti, ... N _ h 4% h W h w 7 N 4 STREET' W W LThh 16 -- o/ C3 /T c�- 16 U o L v- C U H v 4 = oo —w c9 -.�"6,. `a ./' p 5y"1- J I o PROP. R/W Q — o - �d�,r �. o� • • C1 R/W __. o ° N rn rn w PROP ��r oo o/�/ .r ` % o�0 9 �o PROP. GRASSY PM 38375 a3 �+�N NI I h' �� W /,' / 13 PM 38375 k A r a o/SWALE PER MG PARCEL 6 v �o I, � J► V- q, PLANS ,,, PARCEL 5�.. L3' ,�%�� y w PROP. SD LINE F ° \ \ N PER SEPARATE SD PLANS 0 N L1 15 .�J,A ;; ��.����:/ t ?, o TRACY STREET ��►� > �—o �o� un SEE SHEET 12 x -�.� oC4 PARK WEST DRIVE k0 `�E4PROP. GRASSY �,3 •� ��� SWALE PER MG p PLANS 15 Underground Service Alert NU I t: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR WWW.call811.com DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. CITY OF PERRIS APPROVED BY: CITY ENGINEER`` K BY DATE APPR. DATE ENGINEER REVISIONS CITY DATE 0 LINE TABLE LINE # DIRECTION LENGTH L1 N30° 42' 30"W 284.85 L2 N30° 42' 30"W 284.85 L3 N30° 42' 30"W 284.85 L4 N07° 40' 22"W 100.53 L5 N07° 40' 22"W 609.28 L6 N07° 40' 22"W 609.28 L7 N07° 40' 22"W 418.74 WDID# 8 33C402893 BENCHMARK: CITY OF P E R R I S SHEET NO. SEE SHEET 1 PARK WEST SPECIFIC PLAN 8 PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE — PARK WEST DRIVE of 30 SHEETS SCALE: FOR: W.O. CITY FILE NO. H: 1 "=40' V: 1 "=4' PULTE HOME 21-0258 P8-1449 m N 0 N N c� r7 0 m m z 0 0 00 LD N 0 N Ln m z 0 m z U Q m i m m CD z Q m i z Q 0 DO N 0 N 0 N .. 976 Q 13 13 m abdi, 1"kh 0 -j ly-1 F '\\\LL. pq -j TR31157-3 P Ek .... SEPARATE @C45 j5 0 C14 0066 17 14 +13 C Cq re) to V) 1@7 C) IMPROVEMENT PLANS r- c� 00 CL (n Cb� PM 38375 PARCEL 3 r . . . . ......... "�LPROP. R/W 4 470 W=7.00 V=6.83 W=7.00', V=6.70' X'\ + C-4 C-4 0+ cC C) 9 0 + ........ . .......... . .......... .......... ........ .......... .......... ..... 11111111'��':: ..... 40+13.50 ... .. CL -q- ............ 17 9 2R:777= C4, LOCD U.) 13 --L6 W=7.00', V=7.38*' 16 IX V.- ...... ....... ...................... ........................................................................................................................................................... ........ .. C4 ............ .................................................................. .......... ...... ................................................................... ............. I ................ .......................... ............ ............... 43 ...................................... "I'l""I'll""I'll'll""I'll""I'lI .......... 44 ............................ ................ ................................................. .............raw .......... . ......... ........... - ----------- �'\ co co L5 A, CITOCT r V) -r7 --Z o. Ar PROP. 3U LII'4r- M N -L4 PER SEPARATE SD PLANS C14 co, Lj LLJ PROP. R/W ... ..... ZLLJ --7- 7-7-7 37+63.50 --- - --- ....... .......... PROP. R/W 4 0 -0 0 17 Ld 7. CB #18 9 _W=7.00', V=7.31, CB #22 -j 50 ....... . ------ 45+ 13., 4 -j 7 LL- CB #24 PM 38375 W=7.00', V=4.74' 17 --STREET q W=7 9 C) 0� .00 0-00 CB #20 0 + C ........ ... ... ....... ...... Ar W=7.00, V=4.81' 40+13.50 PARCEL 5 .00', V=4.55' PROP. R/W �O ............... L) ...... . ...... v, Ar tFul .......... j 113 .......... PARK WEST DRIVE CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 18*22'15" 778.00 249.45 125.81 C2 18*22'15" 800.00 256.51 129.36 C3 13*54'58" 822.00 199.65 100.32 C4 84*4653" 25.00 36.99 22.82 C5 90*4549" 25.00 39.60 25.34 LINE TABLE LINE # DIRECTION LENGTH Ll N07* 40' 22"W 418.74 L2 N07* 40' 22"W 609.28 L3 N07* 40' 22"W 609.28 L4 N10* 41' 54"E 497.19 L5 N10* 41' 54"E 543.99 L6 N10* 41' 54"E 1 519.74 yl. .37+63.50 CB #17-@ W=7.00', V=4.65' WEBB ................. 13 CONSTRUCTION NOTES CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 1 = 40' CONSTRUCT MIN. 4" A.C. OVER 11.5" CLASS 11 A.B. (PRELIMINARY PAVEMENT SECTION) 40 0 40 80 120 OCONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=7') (PRELIMINARY PAVEMENT SECTION) 13 INSTALL STREET LIGHT PER SEPARATE ELECTRICAL PLANS 14 INSTALL BARRICADE PER CITY OF PERRIS STANDARD NO. 810 16 CONSTRUCT PEDESTRAIN CURB RAMP PER RIV. CO. STD. NO. 403, CASE A 17 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER RIV. CO. STD. NO. 300 & 311 WDID# 8 33C402893 Underground Service Alert NOTE: CITY OF PERRIS SEAL - ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: CITY OF PERRIS SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT APPROVED BY: 3788 McCRAY STREET SEE SHEET 1 #"r-N FAX ItoVESUSI RIVERSIDE CA. 92506 PARK WEST SPECIFIC PLAN U Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT S. "r - 'r, p s A S S 0 C I A T E S () PH. (951951) 686788-1256-1070 PARCEL MAP NO. 38375 AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR PREPARED UNDER DESIGNED BY: MN CHECKED BY: JSL BACKBONE STREET IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. CITY ENGINEER NO. C92605 OF 30 SHEETS WWW.call8ll.com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR THE RV 10 STREET PLAN & PROFILE - PARK WEST DRIVE DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE sk" C VIA R.C.E. NO.: C92605 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR.1 DATE rA%.% 6/6/24 SCALE: FOR: W.O. CITY FILE NO. TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. ENGINEER CITY DATE S6§HUA S. LESINSKI DATE H: 1 "=40' _V: 1"=4' PULTE HOME 21-0258 P8-11449 0 z I U, LLI U� U I 00 LD N 0 Ln LLI z 0 m \1 U m LLI LLI U� (,n CD DO 0 0 LE 976 Q CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 85'05'27" 25.00 37.13 22.94 C2 90°44'25" 25.00 39.59 25.33 C3 43°09'41" 572.00 430.89 226.25 C4 116*34'05" 550.00 1118.97 889.97 C5 113°03'37" 528.00 1041.89 798.63 C6 85°40'38" 25.00 37.38 23.18 C7 85°40'38" 25.00 37.38 23.18 C8 57.38' 14" 572.00 575.41 314.70 PROP'> 6" TO 22' RT h VA r.........., a � . y � \\ 47+90.00 17 h 000 o . : ' h4 , CB #25h ` TR3115 -0 7 3 PER SEPARATE(1'7)53+63.5 CB #12W=7.0o', V=6.54'IMPROVEMENT PLANS/. PM 38375 PARCEL 3 � W-7.00, V-4.90 �"13 h ;o 16 gy j/.. 7 ° ,1K Q' 16 2\o'er ROP. R/W \ \ \ 4 �o @C5 PR01?. R W w/ 143' '• `� 7 �\moo :.., \\CB #27 ROP. SD LINE H n:M W=7.00 V=6.43 + /. o o STREET i k PER SEPARATE SD �° p 4 ��� � / 0 3_ PLANSIn 4 IO oo• ti to 77 LINE TABLE LINE # DIRECTION LENGTH L1 N10° 41' 54"E 497.19 L2 N 10° 41 ' 54"E 543.99 1-3 N 10' 41 ' 54"E 519.74 IV, �c�,�o. o �,, h'��,: cV �/4 � �° � STREET � ��.� ,N •h`�' � .,,,�� Jam, ��� 13 48+00 00 o ��� �� C) q�CB #26 �� 4 16 16 ov W=7.00' V=3.81' PROP. R/W 9 CONSTRUCTION NOTES y � - o-o- 14 17\. 50+1 3.50 m N c, `#28 ti v=� •� ® CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 r i r-� LL` o k W=��OO , V=6.SO 0 M o �s, 4 y O7 CONSTRUCT MIN. 4" A.C. OVER 11.5" CLASS II A.B. (PRELIMINARY PAVEMENT SECTION) N TR31157-2 PER SEPARATE +N PM 38375 \ 13 IMPROVEMENT PLANS �, PARCEL " a to PM 38375 PARCEL 2 >: O9 CONSTRUCT 4 THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=7) o + of ate'` 13 INSTALL STREET LIGHT PER SEPARATE ELECTRICAL PLANS 13 14 INSTALL BARRICADE PER CITY OF PERRIS STANDARD NO. 810 16 CONSTRUCT PEDESTRAIN CURB RAMP PER RIV. CO. STD. NO. 403, CASE A PARK WEST DRIVE 17 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER RIV. CO. STD. NO. 300 & 311 Underground Service Alert NU I t: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR WWW.call811.com DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. CITY OF PERRIS APPROVED BY: CITY ENGINEER`` K BY DATE APPR. DATE ENGINEER REVISIONS CITY DATE 9 h W=7.001 V=4.34' G ROP. R/W h ,h W h AJ h 0 WDID# 8 33C402893 BENCHMARK: CITY OF PERRIS SHEET NO. SEE SHEET 1 PARK WEST SPECIFIC PLAN PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE - PARK WEST DRIVE of 30 SHEETS SCALE: FOR: W.O. CITY FILE NO. H: 1 "=40' V: 1 "=4' PULTE HOME 21-0258 P8-1449 N 0 N N c� z z z m m Z z U 00 LD N 0 N Ln i m z 0 m U Q m i m m CD z Q z i z Q 0 DO N 0 N 0 N .. 976 Q o o � ham' o w' 13 t 56+ 13.50 17 13 I k w U J o � � I can Qo CB #9 _ , k TR31157-3 PER SEPARATE ao N N ` w �/ L07,`''` , W=7.00', V=5.29' wv 00 . v IMPROVEMENT PLANS Nr�i .�� I ;rr Yz Gj� �`��;,� �o , �-r k 00 PM 38375 PARCEL 3 + �" o + �n r a I Q a 60+47.00 N N t +\r �0 9 "? d- } v~i N I 14 M 17 N 'r N d �i �V�o�., PROP.R W o°'o `"' °° N IIffs� co # W r r� \\ 44 „, e= k "to co C B 7 ) N O �XV / ..F o a do/ \ 00 r ao PROP. SD LINE F W=7.00', V=6.77' / "n 0O NN o++ O ° 16 toLO STREET' ^� f N N PER SEPARATE SD PLANS 9 PROP. R W: aon ^ Vr ......... .......... ...... .........____........____....., �. 4 C C5 _ - .r ? cc-c_o o r• + aJ.fir.- -S 16 r r r O II n G Q' 0 4 16 C4 L3 a_,-�ZZZ ... ........................ .. . ................. 0 \: I; ........... ...... ............. 4 9 N 4 0........ ........ .......................... � � 5 5�» c� ... C 9' ° v C co � 7 12 ° 0 114 ' STREET 16 56+13.50 17o�r C6 C7 Ll h �" M PROP; R/W =-o r - -' - - ---; o -� P'Q 13 W=7.00, V=3.50'60+47.00 e 4 ^0 4 -oo ono 0 0 1 0 ..� CB #8 m Co co co It V) 0014 ``' PROP. R/W W=7.00' V=6.72' � 1 . O n� U E + C14 dN- .. (D M 00 0- O J NN W �n : . ��� O+ pCq �� 0 TR - SEPARATE +Cq Cq � 31157 1 PER S PARA N N �r 13 IMPROVEMENT PLANS tD� N °' M o CONSTRUCTION NOTES PM 38375 PARCEL 1 I �0 4 CONSTRUCT TYPE "A-6" CURB &GUTTER PER RIV. CO. STD. N0. 200 I I O7 CONSTRUCT MIN. 4" A.C. OVER 11.5" CLASS II A.B. (PRELIMINARY PAVEMENT SECTION) O9 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=7') 13 INSTALL STREET LIGHT PER SEPARATE ELECTRICAL PLANS 14 INSTALL BARRICADE PER CITY OF PERRIS STANDARD NO. 810 16 CONSTRUCT PEDESTRAIN CURB RAMP PER RIV. CO. STD. NO. 403, CASE A 17 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER RIV. CO. STD. NO. 300 & 311 Underground Service Alert NU I t: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. .`..`... ` IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR WWW.call811.com DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. PARK WEST DRIVE CITY OF PERRIS APPROVED BY: CITY ENGINEER`` K BY DATE APPR. DATE ENGINEER REVISIONS CITY DATE III EVANS ROAD SEE SHEET 4 CURVE TABLE 0�, I CURVE # DELTA RADIUS LENGTH TANGENT Fr ti C1 57*38'14" 572.00 575.41 314.70 �o 'I C2 116*34'05" 550.00 1118.97 889.97 °0 I C3 113*03'37" 528.00 1041.89 798.63 ° C4 93°30'28" 25.00 40.80 26.58 \...._____.°e...._____...., C5 90°0000 25.00 39.27 25.00 C6 87°02'43" 25.00 37.98 23.74 16 .. C7 90°00'00" 25.00 39.27 25.00 ;o �3 C8 88°3345,� 35.00 54.10 34.13 C9 89°22'43" 35.00 54.60 34.62 k LINE TABLE LINE # DIRECTION LENGTH L1 S74° 07' 49"W 315.88 L2 S74° 07' 49"W 560.52 L3 S74° 07' 49"W 315.86 1"=40' E S 40 0 40 80 120 WDID# 8 33C402893 BENCHMARK: CITY OF PERRIS SHEET NO. SEE SHEET 1 PARK WEST SPECIFIC PLAN PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE - PARK WEST DRIVE of 30 SHEETS SCALE: FOR: W.O. CITY FILE NO. H: 1 "=40' V: 1 "=4' PULTE HOME 21-0258 P8-1449 m m N 0 cv \ N c� m U, m m z 00 LD N 0 N Un m z 0 m U Q m m m CD z Q m z Q m 0 DO N 0 N 0 N .. 976 Q 10+00 11+00 12+00 13+00 14+00 15+00 0 SEE SHEET 8 0. PARK WEST DRIVE 0s, s I �J 15+00.00 17 CB #34 •7 0 V Lp Lb. s. w s �� p!. pc� In 13 x W ;i: k. . ! ! <. ip �.L.� I' U J m J i I°' o PM 38375 o vY I' ��r`�i, o U v PARCEL 5 / �N �o LC D:fQ s . I r r + r m m L.L ��k .��" 15+00.00 'o + N N + N� PROP. R/W o ti 17 o d- `° 17 13+00.00 rL toe C1 ' CB #33 orn , �rir r rr r Mr r CB #32 �`i , oi. 11+00.00 17 aC°o� �' �r v )W=7.00 , V=8.29 W=7.00 V=8.72oai CB #30 + 3 .0�.+ + W=70', V=8.53' 16 o cA ! C2 s 'o b�7 C5 1 iFCCI:4) STREET CONSTRUCTION NOTES O3 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') ® CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 ® CONSTRUCT MIN. 4" A.C. OVER 10.5" CLASS II A.B. (PRELIMINARY PAVEMENT SECTION) 13 INSTALL STREET LIGHT PER SEPARATE ELECTRICAL PLANS 16 CONSTRUCT PEDESTRAIN CURB RAMP PER RIV. CO. STD. NO. 403, CASE A 17 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER RIV. CO. STD. NO. 300 & 311 Underground Service Alert NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR WWW.call811.com DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MAF TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. PM 38375 PARCEL 8 a o 0 o K I BY I DATE ENGINEER 4 L1 o N 16 11 +00.00 17 J , m J w v ,� W=7.00 , V=8.65 .I oao �`o, . 1 l /-.- co �y n Co k \ CD r O V r o �+ N+N CV 110 �o�� rrr r I, p K WEST DRIVE EE SHEET 8 REVISIONS 13 F-o-o-o 13+00.00 17 CB #31 � 3 PROP. R/W W=7.00', V=8.91' N N PM 38375 PARCEL 6 r r TRACY STREET CITY OF PERRIS APPROVED BY: CITY ENGINEER`` PR. DATE CITY DATE PROP. SD LINE D PER SEPARATE SD PLANS W 0 N Ll 40 0 40 :0 120 CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 90°00'00" 25.00 39.27 25.00 C2 90°00'00" 25.00 39.27 25.00 C3 33° 16'58" 520.00 302.06 155.43 C4 33° 16'58" 500.00 290.45 149.45 C5 33° 16'58" 480.00 278.83 143.47 C6 41 °22'51 " 480.00 346.67 181.28 C7 41 °22'51 " 500.00 361.12 188.84 C8 41 °22'51 " 1 520.00 375.56 196.39 LINE TABLE LINE # DIRECTION LENGTH L1 N82° 19' 38"E 139.36 L2 S82° 19' 38"W 186.36 L3 S82° 19' 38"W F139.36 WDID# 8 33C402893 BENCHMARK: CITY OF P E R R I S SHEET NO. SEE SHEET 1 SCALE: H: 199=40' PARK WEST SPECIFIC PLAN PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE - TRACY STREET of 30 SHEETS FOR: W.O. CITY FILE NO. V: 1 "=4' PULTE HOME 21-0258 P8-1449 N 0 N \ N c� z m m Z L� U� 00 LD N 0 N Ln m z 0 m 0 Q m m m z z Q CD z Q 0 DO N 0 N 0 N .. 976 Q 1 I / TVV•VV 7 q CB #36 DUNLAP RD SEE SHEET 22 I w w o �.13 13 a c� �g w� J I wN PM 38375 �_ w�-1 U LL-\ °� rn rn e PARCEL 5 J EX. ROAD EASEMENT ~ `` o 19+00.00 17 PROP. R/W c~i� �� PER MB 7/38 cD LO o6 ^ 16 CO r cn oo � � . + N CB #38 CL r- LN Oo d'>_i-o-o-�- - > ' o-o o-o o-o-c-c o o-o_o -p_c- N d o_ r- .................... W=7.00 , V=7.10 ,......................... .,....... 3 ,..............� ± �...-ono a -ono_ r 417.6 4. 14- co o + .: .; 4 �� FL a N r7 �r _. -.. - - - - - - 7- - o_ - ;...� ; a a . ) 77777 1417.62 `: i; M FL 4 8 C5 417.5 STREET N 19' T 20 21 22 23 24 •5� 18 L2 L -� co 0.6 0 L1 4 21 N C4 0 1 17151 �� F , 0 sm 3 0-0-0-0-0-0-0 _ 16 �- `U`' 19+00.00 PROP. R%W J N F- � 17 cr � PROP. SD LINED �o �LL- CB #37 v~i v~i 00 PER SEPARATE SD PLANS M o W=.700 , V=6.81 ,� ca 17+00.00 +�C o+ PM 38375 0+�,� 1 FL17.4 rn to co CB #35 17 �� PARCEL 6 o_N +� W=7.00 , V=8.22 13 13 N r- V II TRACY STREET I Underground Service Alert NU I t: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR WWW.call811.com DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. SEE SHEET 22 DUNLAP RD CONSTRUCTION NOTES O3 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=6') ® CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 ® CONSTRUCT MIN. 4" A.C. OVER 10.5" CLASS II A.B. (PRELIMINARY PAVEMENT SECTION) 13 INSTALL STREET LIGHT PER SEPARATE ELECTRICAL PLANS 16 CONSTRUCT PEDESTRAIN CURB RAMP PER RIV. CO. STD. NO. 403, CASE A 17 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER RIV. CO. STD. NO. 300 & 311 21 CONSTRUCT CROSS GUTTER PER RIV. CO. STD. NO. 209 CITY OF PERRIS SEAL - ENGINEER A L B E R T A. ENGINEERING CONSULTANTS 3788 McCRAY STREET APPROVED BY: QaOFEsRIVERSIDE CA. 92506 5• t�S�t PH. (951) 686-1070 y cy tis A S S 0 C 1 AT E S FAX (951) 788-1256 CITY ENGINEER No. C92so5 PREPARED UNDER DESIGNED BY: MN CHECKED BY: JSL THE RV 10 K BY DATE APPR. �I��`' R.C.E. NO.: C92605 '.:.-�.:::..,..:�q ` REVISIONS DATE rf °F rA%.%FOld,%24�``� ENGINEER CITY DATE ff§HUA S. LESINSKI DATE W S CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C 1 41 °22'51 " 480.00 346.67 181.28 C2 41 °22'51 " 500.00 361.12 188.84 C3 41 °22'51 " 520.00 375.56 196.39 C4 90°4937" 35.00 55.48 35.51 C5 59° 15'29" 35.00 36.20 19.91 LINE TABLE LINE # DIRECTION LENGTH L1 S89° 34' 29"E 527.04 L2 N89° 3429"W 595.28 L3 N89° 34' 29"W 528.63 E WDID# 8 33C402893 BENCHMARK: CITY OF P E R R I S SHEET NO. SEE SHEET 1 SCALE: H: 199=40' PARK WEST SPECIFIC PLAN PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE - TRACY STREET OF 30 SHEETS FOR: W.O. CITY FILE NO. V: 1 "=4' PULTE HOME 21-0258 P8-1449 m N 0 N m N c� c� z m m 00 LD N 0 N i Ln i m z 0 m z U Q m i m m z z Q m i CD z Q 0 DO N 0 N N 0 N .. 976 Q LINE TABLE LINE # DIRECTION LENGTH L1 N84° 19' 43"E 29.54 L2 S89° 38' 31 "E 1433.80 L3 S89° 38' 31 "E 1681.24 L4 S84° 24' 04"W 21.80 \:.\> L4 11 _. LLJ H W - : ,h� ,.� ......... ......... ......... ,,,, , 299 300 301 " 302 _ ...... 303 304 L3 :: EX. EP ''::: ,305 STREET 306. ' p 307 � — 3: I ..................................... ... "...... --t^ 0 W .. A e n L1 L2 EX. EP 77 _. 11 _.... _.... , EX. 48" SWR \ \ _ .......,_,............................_._.....__.._.,:,,....., __........ -If ............ ..............,_,...,,..,..........................._. ,. ,� __...>, < .� .. : � �. . c� ::<�:::,...,... .. ......__ ._ _. PROP. _._ DAYLIGHT' ...._ .......... , .., ___,........,, ���:� Q Vi -- �. ��` .............. R \ , Ln o�/� W h ,h h \ t LLJ Q / O \ _ .. • IL V r 0 v ,,^^ cc Y: � G L.. a d cL i v , _LLI /�r� O W 4 CONSTRUCTION NOTES 10 CONSTRUCT 5.5" A.C. OVER 14" CLASS II A.B. (PRELIMINARY PAVEMENT SECTION) 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER "OVERLAY JOIN DETAIL" ON SHEET 2 12 GRIND 0.16' AND CONSTRUCT 0.16' MIN AC OVERLAY TO JOIN EXISTING PER "OVERLAY JOIN DETAIL" ON SHEET 2 Underground Service Alert NV I t: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ````%,,�.`..`... ` IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR WWW.call811.com DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. SAN JACINTO AVE CITY OF PERRIS APPROVED BY: CITY ENGINEER`< K BY DATE APPR. DATE ENGINEER REVISIONS CITY DATE w lid S E 40 0 40 :0 120 WDID# 8 33C402893 BENCHMARK: CITY OF P E R R I S SHEET NO. SEE SHEET 1 SCALE: H: 199=40' PARK WEST SPECIFIC PLAN 14 PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE — SAN JACINTO of 30 SHEETS FOR: W.O. CITY FILE NO. 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LINE TABLE LINE # DIRECTION LENGTH Ll S89* 38' 31 "E 1433.80 L2 S89* 38' 31 "E 1681.24 L3 N89* 38' 31 "W 1 1425.87 C:) e-% CONSTRUCTION NOTES 10 CONSTRUCT 5.5" A.C. OVER 14" CLASS 11 A.B. (PRELIMINARY PAVEMENT SECTION) 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER -OVERLAY JOIN DETAIL- ON SHEET 2 @GRIND 0.16' AND CONSTRUCT 0.16' MIN AC OVERLAY TO JOIN EXISTING PER "OVERLAY JOIN DETAIL" ON SHEET 2 Underground Service Alert NU I L: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. WWW.call8ll.com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. CITY OF PERRIS APPROVED BY: CITY ENGINEER K BY DATE REVISIONS APPR. DATE ENGINEER CITY DATE VATIA WDID# 8 33C402893 BENCHMARK: CITY OF P E R R I S SHEET NO. SEE SHEET 1 SCALE: H: 1 99 =40' PARK WEST SPECIFIC PLAN PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE — SAN JACINTO OF 30 SHEETS FOR: W.O. CITY FILE NO. V: 1"=4$ PULTE HOME 1 21-0258 1 P8-11449 0 _D (-D C11 0 cn I 0 U� U I DO 0 1 U� LLI z 0 m U m LL LL LLI U� z CD DO 0 1 C'\1 0 N - on 976 Q ............................ ....................................................... ...... ........ .............. ........ ....... ..................................................................................................................................................................... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ...... ........ ......... . 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FORCE MAIN PER SD PLANS IL a 04 M 00 �W 00 -H CD Ld F, -H C:) 04:�: Z . ...... C14 c-4 >< r-4r) LLI n U) +moLL1 ...... .... taw 0 MH " cy) .4 .. .... .. .... ..... ..... 0 C 04 0 - ----- ----- ........... - - . ..... ..... ...... .. CONSTRUCTION NOTES 10 CONSTRUCT 5.5" A.C. OVER 14" CLASS 11 A.B. (PRELIMINARY PAVEMENT SECTION) 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER "OVERLAY JOIN DETAIL" ON SHEET 2 @GRIND 0.16' AND CONSTRUCT 0.16' MIN AC OVERLAY TO JOIN EXISTING PER "OVERLAY JOIN DETAIL" ON SHEET 2 Underground Service Alert NU I L: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. WWW.call8ll.com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. SAN JACINTO AVE CITY OF PERRIS APPROVED BY: CITY ENGINEER K BY DATE REVISIONS APPR. DATE ENGINEER CITY DATE 61 WDID# 8 33C402893 BENCHMARK: CITY OF P E R R I S SHEET NO. SEE SHEET 1 SCALE: H: 1 99 =40' PARK WEST SPECIFIC PLAN I b PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE — SAN JACINTO OF 30 SHEETS FOR: W.O. CITY FILE NO. V: 1"=4$ PULTE HOME 1 21-0258 1 P8-11449 0 —D (-D C11 0 U� I U� U� I U I DO 0 1 U� LLI z 0 m \5� U m LL LL LLI U� U� CD DO 0 1 C'\1 0 N - on 976 Q .................................. tD ............. Inm ............................... 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PROFILE SCALES LIMIT: 45 MPH HORIZ. 1 =40' ...................................................................................... .................................................................................... ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... . . . ............. ................................................................................................................................... VERT. 1 =41 326+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00 LINE TABLE LINE # DIRECTION LENGTH Ll S89* 32' 54"E 2516.91 L2 S89* 32' 54"E 2664.54 L3 N89* 32' 54"W 1671.15 L4 S89* 38' 31 "E 610.97 L5 S89* 38' 31 "E 636.01 L6 N89* 38' 31 "W 613.80 CONSTRUCTION NOTES 10 CONSTRUCT 5.5" A.C. OVER 14" CLASS 11 A.B. (PRELIMINARY PAVEMENT SECTION) 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER "OVERLAY JOIN DETAIL" ON SHEET 2 12 GRIND 0.16' AND CONSTRUCT 0.16' MIN AC OVERLAY TO JOIN EXISTING PER "OVERLAY JOIN DETAIL" ON SHEET 2 Underground Service Alert NU I L: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. WWW.call8ll.com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. CITY OF PERRIS APPROVED BY: CITY ENGINEER K BY DATE REVISIONS APPR.� DATE ENGINEER CITY DATE WDID# 8 33C402893 BENCHMARK: CITY OF P E R R I S SHEET NO. SEE SHEET 1 SCALE: H: 1 99 =40' PARK WEST SPECIFIC PLAN PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE - SAN JACINTO OF 30 SHEETS FOR: W.O. CITY FILE NO. V: 1"=4$ PULTE HOME 1 21-0258 1 P8-11449 on 976 Q 1********::...........:.................:..................' ............ i........... `.................:....... ...................... i............................ . . . C.J + I� ...:............ 1............ to + � ...... to ..... ....,:..... .....:....� + iQ... ...... - .... .... .. i.. ...... lfl So.............:...... 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I �, , 11% --- ..... '�_k .� 'i, " . � _� �1.1111- - IL N CONSTRUCTION NOTES 10 CONSTRUCT 5.5" A.C. OVER 14" CLASS II A.B. (PRELIMINARY PAVEMENT SECTION) 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER "OVERLAY JOIN DETAIL" ON SHEET 2 12 GRIND 0.16' AND CONSTRUCT 0.16' MIN AC OVERLAY TO JOIN EXISTING PER "OVERLAY JOIN DETAIL" ON SHEET 2 Underground Service Alert NV I t: WORK CONTAINED WITHIN THESE PLANS SHALL NOT I Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. `1 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ````,,'.`..`.``' ` IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR WWW.call811.com DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. CITY OF PERRIS APPROVED BY: '... 1-1 CITY ENGINEER`` K BY DATE APPR. DATE _. `_1 ENGINEER REVISIONS CITY I DATE W S E M m m m ,I .I t WDID# 8 33C402893 BENCHMARK: CITY OF P E R R I S SHEET NO. SEE SHEET 1 SCALE: H: 199=40' PARK WEST SPECIFIC PLAN 16 PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE — SAN JACINTO of 30 SHEETS FOR: W.O. CITY FILE NO. V: 1 "=4' PULTE HOME 21-0258 P8-1449 __1 D s 0 0 m LO N 0 N N :, 0 4 N U) z N N m m = U) DO N 0 N N m z 0 m Q m i «) m m z z Q z i N CD z N EL 0 N 0 N N 0 N i .. 976 Q I O m C.9 U U m C9 m m . . . . . . . . ............ ........ 11 L.............. .. . ... .............. ....... i 0; T O ........... a c� ... O s� ......... p o �n d: W - Li.l d M � d.. xca ...:...................... M p � W a w � w w w ca ............ ... O 0 L7 o 4 O w................. � w o N .. �,� � ; p C9 - ...... ... ... � 4 ; L. O o O '; O r d© O M � N p O� d CD d p r r . 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VERT. 1 4 344+00 345+00 346+00 347+00 348+00 349+00 350+00 351+00 SEE SHEET 6 PARK WEST DRIVE LINE TABLE LINE # DIRECTION L1 N89. 32' 54"W L2 N89° 32' 54"W > L3 S89. 26 26 W �� L4 S89° 32 54 E L5 S89° 32' 54"E LENGTH 1671.15 349.37 340.01 2664.54 2516.91 OO .LO O + 00� /-13POP PROP. R/W CPAQQY PROP. 18" CMP CULVERT PER MG PLANS v� QWAI P PPP AAC PI AKIQ W 0 u I o� I ° ° I U o o w w >¢> o o� z � Q w zY ¢� + a °° co + Lo O w PROP. M u N R/W rEX. DITCH �� - h k \ 13 0 `��� `� w w'; ; H w `v � .,' : + rn \ '. CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 90.00'00" 35.00 54.98 35.00 C2 90.00'00" 35.00 54.98 35.00 CONSTRUCTION NOTES E 10 CONSTRUCT 5.5" A.C. OVER 14" CLASS II A.B. (PRELIMINARY PAVEMENT SECTION) SAN JACINTO AVE w WEBB 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER "OVERLAY JOIN DETAIL" ON SHEET 2 S 12 GRIND 0.16' AND CONSTRUCT 0.16' MIN AC OVERLAY TO JOIN EXISTING PER "OVERLAY JOIN DETAIL" ON SHEET 2 13 INSTALL STREET LIGHT PER SEPARATE ELECTRICAL PLANS 1" = 40' 40 0 40 80 120 WDID# 8 33C402893 Underground Service Alert NOTE: CITY OF PERRIS SEAL — ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: CITY OF P E R R I S SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT APPROVED BY: 3788 McCRAY STREET SEE SHEET 1 PARK WEST SPECIFIC PLAN Q�tOFEss/p RIVERSIDE CA. 92506 COMMENCE UNTIL AN ENCROACHMENT PERMIT �o k+i _ �FS�� FAX (951) 788-1070 256 PARCEL MAP NO 38375 Call: AND/OR A GRADING PERMIT HAS BEEN ISSUED. s 811 ........_,...:.. y�oy� ASSt6CIATES ( ) THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR BACKBONE STREET IMPROVEMENT PLANS PREPARED UNDER DESIGNED BY: MN CHECKED BY: ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. CITY ENGINEER `'` No. C92605 30 THE RV to STREET PLAN &PROFILE -SAN JACINTO of SHEETS WWW.call8l 1 .com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR C92605 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE c�v�� R.C.E. NO.: MARK BY DATE APPR. DATE '`'qrF`� 016,24 SCALE: FOR: W.O. CITY FILE N0. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS °F WO �> > TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. ENGINEER CITY DATE SHUA S. LESINSKI DATE H: 1 =40 V: 1 =4 PULTE HOME 21-0258 P8-1449 s 0 r7 r7 N 0 N N 0 N U� z U� 0 m m z U� U� 0 DO N 0 c� / m z 0 m 0 Q m / LL m m z z Q / CD z Q m 0 / 0 N 0 N 0 N / .. 976 Q a _...... _.... _..... I _ _... ....... _. ....... _. ...... ....... I _ ola.. 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PR P ED PEED O OS S 1 _ : _ : _ _ M 0.03� _ Mr Mr _ Mr 0.03 M r M M r - M� o.o' 4% ........... W . : ... .. P 0 FI LE R SCALES LIMIT= 4 MPH 5 HORIZ. 1 40 . . . . . . . .............. : . . . . , : PROP. f 15 RT ......................:......................................................................................................... : . ... ... ;.. ... ... ... .. ... ... ... ... ... ... .. ... ... .. ... ... ... .. ... ... ... ... ... ... ... ... .. ... ... ... ............ .... :.. . ... . .. ... ... .. ... ... ... VERT. , 1 4 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 O PROP. R/W 0 w V) r) O .,�_, — — — Z Q + - ____, _.... '...__ _ _: .......__-1 _............. „__�-::. ..._ ___ ,. ........_ _--...... — N N N � z Q �LO M .,_ .... __ 10 _.,PROP. EP Q M � Wa k. o 0 0 0 H >- _ W� 1' 35; z In .. � .. � o D 0 � Q w LO 't (D w J m Q N W U_ J 0- w Q � w � Z_ � W H ',> 1' W U Q LINE TABLE LINE # DIRECTION LENGTH L2 N89° 32' 54"W 2664.54 L3 N89° 26' 26"E 340.01 L4 N89° 32' 54"W 81.35 L5 N89° 35' 27"W 129.37 L6 N83° 25' 33"W 170.99 L7 N87° 59' 42"W 105.12 ____ H�N , __..� �M_ .. i 2 U' `� ` ,'• J n \�` � O Lj O= U O O U ~ Li w V)W Z ) QU O w pU U m >af O 0- m 0- W t,-� Z CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 89*11'58" 25.00 38.92 24.65 C2 85°05'02" 41.31 61.35 37.91 QQ Underground Service Alert NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 81 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. WWW.call8l 1 .com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. SEE SHEET 21 DUNLAP RD .< , EX. ROAD EASEMENT iQ I �W ZQ „_ .,,.. ...... _.. ,� .......... ... xo _ ..,,,,,,.. h ., ,, �.. ___.. ......._. ._h':�. WZ : v h� h ,,. _. W ii.. w� ¢ w .., :, „ ____ .____ -____ -__ ._.... ___ _____ _____ _,,,. ..__,..... .._,..__ ao O 111, ,-h,_.,.. . E°: ,. ____. ... _REC ....WTR' o +I ._. h : _, �, ..___ _____ ___ _ _ __ _ ow M � + t?o - �� :M�w�. o z r ,` s EX. 36" -_, :RZC. WTR >. h ,___ h 1. `h `, SAN JACINTO AVE CITY OF PERRIS APPROVED BY: �':.., CITY ENGINEER`` C BY DATE APPR. DATE ,n5 , ' - '-� -'•<= -=' ` ENGINEER REVISIONS CITY DATE CONSTRUCTION NOTES 10 CONSTRUCT 5.5" A.C. OVER 14" CLASS II A.B. (PRELIMINARY PAVEMENT SECTION) 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER "OVERLAY JOIN DETAIL" ON SHEET 2 GRIND 0.16' AND CONSTRUCT 0.16' MIN AC OVERLAY TO JOIN EXISTING PER -Z f 12 "OVERLAY JOIN DETAIL" ON SHEET 2 2 w 13 INSTALL STREET LIGHT PER SEPARATE ELECTRICAL PLANS io w ce-H �� D m IR —co zQ n aw`. E 1"=40' 40 0 40 80 120 WDID# 8 33C402893 BENCHMARK: MS4474 CITY O F P E R R I S IP250025 SHEET NO. SEE SHEET 1 SCALE: H: 1$$=40' PARK WEST SPECIFIC PLAN PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE — SAN JACINTO of 30 SHEETS FOR: W.O. CITY FILE NO. V: 1 »=4' PULTE HOME 21-0258 P8-1449 0 0 O _ N N 0 N m N 0 0 4 N = Ln vn m m = Un U co LO N 0 N i Ln m = 0 m m i m m = = Q i Ln CD = N co Ln N 0 N N 0 N i ■. 976 Q I � � o 0 o Ld > m W !9 �W 1W oZ > w rM 00 q: O w d M<D �Lq NW W W �W iI Ep + co Q Cp CO tD d ^ q r� N +0 �Z`' C! PROP. R�W coro�n It o +O — OW0MZo m Ld o— — — — — — — — — — 10 EX. ROAD EASEMENT PROP. EP L1 Ld Q u 10+00.00 DUNLA Q=354+72.39 SAN N U 0 J W 11 11 Q w z WLd C) CONSTRUCTION NOTES � o > U 10 CONSTRUCT 5.5" A.C. OVER 14" CLASS II A.B. (PRELIMINARY PAVEMENT SECTION) O 0 O U ~ N 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER "OVERLAY JOIN DETAIL" ON SHEET 2 Z W , V)w QU Z) z I GRIND 0.16' AND CONSTRUCT 0.16' MIN AC OVERLAY TO JOIN EXISTING PER "OVERLAY O W 0 U 12 JOIN DETAIL" ON SHEET 2 U m >ry O Il ry 0- rl Q Q w o- Underground Service Alert NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR WWW.call811.com DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. ENGINEER DUNLAP RD CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 89*11'58" 25.00 38.92 24.65 C2 85°05'02" 41.31 61.35 37.91 CITY OF PERRIS APPROVED BY: CITY ENGINEER`` REVISIONS APPR. DATE CITY DATE LINE TABLE LINE # DIRECTION LENGTH L1 S01 ° 15' 08"W 53.87 L2 S03° 59' 48"W 250.61 L3 S00° 12' 34"E 524.97 WDID# 8 33C402893 BENCHMARK: MS4474 CITY OF P E R R I S IP250025 SHEET NO. SEE SHEET 1 SCALE: H: 199=40' PARK WEST SPECIFIC PLAN Z I PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS STREET PLAN & PROFILE — DUNLAP RD OF 30 SHEETS FOR: W.O. CITY FILE NO. V: 1 "=4' PULTE HOME 21-0258 P8-1449 w s 0 z N 0 N N c� 0 N U� z w U, w w z U� U� DO N 0 c� i z w z 0 m w Q m i LL w w z z Q w z i Un CD z Q m 0 0 N 0 N 0 N i .. 976 Q O O O �O NM U) ------ -- �., z 0 W W( EX. ROAD EASEMENT _.,,,•-: ;' ._ ; No—o—o—o—o— a 0 0�_ V) z N H M ~ W LW 4. - . . . -H _ EX. EP 10 12 O0 __ _____ _____ _____ _____ _ ............... . .......... Q U W n Q o' w z c� LdLLI U r rl J of Lj__ o CONSTRUCTION NOTES Uj 0 U 10 CONSTRUCT 5.5" A.C. OVER 14" CLASS II A.B. (PRELIMINARY PAVEMENT SECTION) O LU V) w 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER "OVERLAY JOIN DETAIL" ON SHEET 2 Z , QU O w o U 12 GRIND 0.16' AND CONSTRUCT 0.16' MIN AC OVERLAY TO JOIN EXISTING PER "OVERLAY U m < JOIN DETAIL" ON SHEET 2 > 0 0 0- 21 CONSTRUCT CROSS GUTTER PER RIV. CO. STD. NO. 209 DUNLAP RD SEE SHEET 13 TRACY STREET O O O O �N N E 1 " = 40' mmomi 40 0 40 80 120 LINE TABLE LINE # DIRECTION LENGTH L1 N00° 12' 34"W 435.34 L2 S37° 19' 37"W 11.89 L3 S01 ° 15' 08"W 107.86 L4 S06° 25' 32"W 99.11 L5 S01 ° 04' 13"W 461.82 CURVE TABLE CURVE # DELTA I RADIUS LENGTH I TANGENT w QQ WDID# 8 33C402893 o- Underground Service Alert NOTE: CITY OF PERRIS SEAL — ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: MS4474 CITY OF P E R R I S IP250025 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT APPROVED BY: 3788 McCRAY STREET SEE SHEET 1 PARK WEST SPECIFIC PLAN OFEss/p RIVERSIDE CA. 92506 COMMENCE UNTIL AN ENCROACHMENT PERMIT �oP� �` PARCEL MAP NO. 38375 AND/OR A GRADING PERMIT HAS BEEN ISSUED.811 FAX (951) 788-10256 22 Call: 5 - a�SSOCIATES ( ) THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR BACKBONE STREET IMPROVEMENT PLANS PREPARED UNDER DESIGNED BY: MN CHECKED BY: JSL ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. •� CITY ENGINEER `•'` No. C926o5 30 THE RV 10 STREET PLAN & PROFILE - DUNLAP RD of SHEETS WWW.call811.com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR C92605 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE :``; ; _<,,' C V 0. R.C.E. NO.: MARK BY DATE APPR. DATE '`'qrF`� 616124 SCALE: FOR: W.O. CITY FILE N0. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS °F CAA%.% �> > TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. ENGINEER CITY DATE SHUA S. 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(PRELIMINARY PAVEMENT SECTION) Of > Uj 0 E 0 0 @ 0 SAWCUT AND REMOVE EXISTING PAVEMENT PER "OVERLAY JOIN DETAIL" ON SHEET 2 (ji GRIND 0.16' AND CONSTRUCT 0.16' MIN AC OVERLAY TO JOIN EXISTING PER "OVERLAY LU V) Ld @ z ---.) < 0 JOIN DETAILm ON SHEET 2 1 40' Z) z F-- 0 LU 0 0 0 00 Ld < mmml11111111 1> n" 0 n 40 0 40 80 120 0 ry m 0- n 0 Uj < < WDID# 8 33C402893 Underground Service Alert NOTE: CITY OF PERRIS SEAL ENGINEER A L B E R--- T -------- A. ENGINEERING CONSULTANTS BENCHMARK: MS4474 CITY OF P E R R I S IP250025 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT APPROVED BY: 3788 McCRAY STREET SEE SHEET ILOFFSSI RIVERSIDE CA. 92506 PARK WEST SPECIFIC PLAN Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT S -% A S PH. (951) 686-1070 23 S 0 C I A T E S FAX (951) 788-1256 PARCEL MAP NO. 38375 AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR BACKBONE STREET IMPROVEMENT PLANS PREPARED UNDER DESIGNED BY: MN CHECKED BY: JSL ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. CITY ENGINEER NO. C92605 WWW.call811.com IN THE EVENT OF DISCREPANCIES ARISING AFTER CI1`Y APPROVAL OR THE RV 10 STREET PLAN & PROFILE - DUNLAP RD OF 30 SHEETS /-1 , - -� CIVI%. R.C.E. NO.: C92605 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 1 -111,11-11 N, MARK BY DATE APPR.� DATE e,1-1�1- 6/6124 SCALE: FOR: W.O. CITY FILE NO. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS OF MI.% 99 " "$ TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. ENGINEER CITY DATE f6SHUA S. LESINSKI DATE H: 1 =40_V: 1=4PULTE HOME 21-0258 P8-11449 0 -D LO C11 0 N I N N U I DO LF) N 0 Un LLI z 0 m \1 U m LL LL LLI U� N CD DO 0 1 on 976 Q .......................i................. i........:............ ..................i..........:..................:........ n....................:....................................:......................................i.................:........ ..........:....... ..................:........................................................:.................:.........:.........................................4.................:............................i...........................:.................:................. ',; . . . : . i .............. .tee:......—/j� /� ....i........ . U C� ................. .... U : ^ ''' 1 __ . . . . . . . . . . . . . . m . . . . . C9 w a . > w. d C9 m c� m �3 U H O a0 .O I-- o O O o rn H ... ca - �-. . . h w : . . . m rn I +I . O O w O w ao + N C 7 rn 00 o O- N 0 a5 Z . — A d' I ;00 : m �-. 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No. 213 w `, Of QQ WDID# 8 33C402893 Underground Service Alert NOTE: CITY OF PERRIS SEAL - ENGINEER L E A. ENGINEERING CONSULTANTS BENCHMARK: MS4474 CITY OF P E R R I S IP250025 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT APPROVED BY: 3788 McCRAY STREET SEE SHEET 1 PARK WEST SPECIFIC PLAN Q�tOFEUt RIVERSIDE CA. 92506 70 COMMENCE UNTIL AN ENCROACHMENT PERMIT V k+i _ `qJ� �FS�� FAX (951) 788-10256 PARCEL MAP NO 38375 10 Call: AND/OR A GRADING PERMIT HAS BEEN ISSUED. 24 S. '� 81111 y�oy� �" a�SSC6CIATES ( ) THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR BACKBONE STREET IMPROVEMENT PLANS `�' PREPARED UNDER DESIGNED BY: MN CHECKED BY: JSL ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. CITY ENGINEER `•'` No. C92605 30 :'.:',,,� ````` THE RV to STREET PLAN & PROFILE — DUNLAP RD of SHEETS WWW.call8l 1 .com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR C92605 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE :` ; -; _,"/ cIvI� R.C.E. NO.: MARK BY DATE APPR. DATE ,-� -- < '`'qrF `� OI6i24 SCALE: FOR: W.O. CITY FILE NO. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS °F �"'-` » > �> >1 j TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. ENGINEER CITY DATE SHUA S. LESINSKI DATE H: 1 =40 V: 1 =4 PULTE HOME 21-0258 P8-1449 0 D s 0 0 z N 0 N m N c) 0 4 N U) z Un N m m z U) 0 0 00 N 0 N i m z 0 m z Q m i «) m m z z Q z i N CD EL 0 N 0 N 0 N .. 976 Q 305+00.00 305+50.00 306+00.00 306+50.00 307+00.00 307+50.00 1425 1425 1425 ........ _........ 1425 1425 1425 1425 1425 1425 1425 1425 1425 O O Lo �LNL J(n OLNi � OLNL :.....0�. O fn O L L Lfi N LO N .. r r T LL i (n i Op T 6 LL O T ii +I r � O �-I N � N � � �' .........� � tn � 1420 1420 � ... ^ � � LL-_� � � ;. 1420 V I T LL- _ T LL-_ LL r (n I� N r r L.L r ... 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ENGINEERING CONSULTANTS BENCHMARK: CITY OF P E R R I S SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT APPROVED BY: 3788 McCRAY STREET SEE SHEET 1 PARK WEST SPECIFIC PLAN Q�LoVESS/p RIVERSIDE CA. 92506 COMMENCE UNTIL AN ENCROACHMENT PERMIT �o k+i _ `� �� �Fs�� FAX �951� 7s$-10256 PARCEL MAP NO 38375 Call: AND/OR A GRADING PERMIT HAS BEEN ISSUED. s 811 .....� ..._,...:.. 70 25 ASSt�CIATES THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR BACKBONE STREET IMPROVEMENT PLANS PREPARED UNDER DESIGNED BY: MN CHECKED BY:JSL ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. CITY ENGINEER `'` No. C926o5 30 THE RV 10 CROSS SECTIONS OF SHEETS WWW.call8l 1 .com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR C92605 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE :``;; _<,,' c�vl�• R.C.E. NO.: MARK BY DATE APPR. DATE '`'qrF `� Cl6/24 SCALE: FOR: W.O. CITY FILE NO. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS °F MI.% �> > TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. ENGINEER CITY DATE SHUA S. LESINSKI DATE H: 1 =20 V: 1 =4 PULTE HOME 21-0258 P8-1449 z N 0 N N 0 0 N LO N U> 0 0 z 0 c� m 0 0 00 LD N 0 N 0 m z 0 m z U Q m i m m _ z Q m z Q m 0 00 N 0 N i N 0 N i .■ 976 Q Underground Service Alert NV I t: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR WWW.call811.com DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. SAN JACINTO AVE CITY OF PERRIS APPROVED BY: CITY ENGINEER`` K BY DATE APPR. DATE ENGINEER REVISIONS CITY DATE BENCHMARK: SEE SHEET 1 SCALE: H: 1 "=20' LEGEND: FINISH GRADE — — — — EXISTING GROUND 1"=20' 10 0 20 WDID# 8 33C402893 CITY OF PERRIS SHEET NO. PARK WEST SPECIFIC PLAN 26 PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS CROSS SECTIONS OF 30 SHEETS FOR: W.O. CITY FILE NO. V: 1 "=4' PULTE HOME 21-0258 P8-1449 m m N 0 N N 0 0 0 LO N U> z cn cn z 0 c� m cn U DO LD N 0 c� cn m z 0 m U Q m / m m z z Q / z z 0 / 00 N 0 / N 0 N / .. 976 Q 333+00.00 1425 333+50.00 1425 1425 i ...................................... : 334+00.00 1425 1425 -: .......................................... 334+50.00 1425 1425 : .................. ........................ 335+00.00 1425 1425 335+50.00 1425 1425 i ....................................................................................................................................... : .................. 1425 -j ................... ........ ............ ... .... ........ . -j C) CD C:) CD C) C) 0 C) ................. 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WWW.call8ll.com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. SAN JACINTO AVE CITY OF PERRIS APPROVED BY: CITY ENGINEER K BY DATE REVISIONS APPR. DATE ENGINEER CITY DATE -j LO C) (n C) U- C) LO n ............ 6 ... ....... ............ 00 t5 CO - ........................ C4 LO to U- U- U- LL U- LL- c3%) 2.6%). ...................... ...................... 2. ................... ..................................... ............................................................................... .......................................................................... .......... ..................................... i BENCHMARK: SEE SHEET 1 SCALE: H: 1 99 =20' 4 *1 A 2 1 G, FINISH GRADE EXISTING GROUND 1 20' 10 0 20 WDID# 8 33C402893 CITY OF PERRIS SHEET NO. PARK WEST SPECIFIC PLAN 27 PARCEL MAP NO. 38375 BACKBONE STREET IMPROVEMENT PLANS CROSS SECTIONS OF 30 SHEETS FOR: W.O. CITY FILE NO. V: 1 "=4$ 1 PULTE HOME 1 21-0258 1 P8-11449 0 0 LO N 0 I (,n z C) LLI cn U I DO LD N 0 (,n LLI z 0 m U m LLI U� (,n 00 0 0 N - LE 976 Q 345+00.00 1425.........: ............................... 1420 1415 1413 348+00.00 1425 .....; ....... ......... ..... ........ _;..... J H J O ...........0 ................ N............0 � .. O +I o+ + �I O : � ^ �(n o1420 L.L. i Q ................:........................ � Q.................. L.L Q.. .......0......... Q (1.9%) (2.8X) 2 0% 2.OX .. 1415 _...... ........................ _...... _...... 1413 .. _......... ........ ......... ......... ......... ......... 0 351 +00.00 1425 J J cp > O �2 � CO fn LiCD po L` 1420.....>.t N00 ....... + LO LNi� LNi� �^ U% r (nr 1i �,...........� NCD I L.L i Q Q �.. s.................i...... ;......._.: .... .... 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Underground Service Alert NV I t: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Call: TOLL FREE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 811 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. .`..`... ` IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR WWW.call811.com DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. r J J p O .................Ln O N J O (n........:..� O r� -{ O o l� -H Lo� . N r r vi rZ LL Q .......... � Q O ...........Q i Q ...........:..................................... 1 6%) ...... ( '. (2.6X ) ... 2.0% _.....- 2.0X ... ......... ......... ..............0 349+50 00 350+00 00 1425 1425 ......... ......... ...... ......... 1425 1425 ..... ....... ......... ........ ..... ....... ....... ..... .....:. ......... �_.......... 1415 1415 1415 1415 1413 1413 ........ ......... ......... ......... _................ 1413 1413 0 SAN JACINTO AVE CITY OF PERRIS APPROVED BY: CITY ENGINEER`` K BY DATE APPR. DATE ENGINEER REVISIONS CITY DATE BENCHMARK: SEE SHEET 1 SCALE: H: 1 "=20' 350+50 00 1425 1425 .. ... LEGEND: FINISH GRADE — — — — EXISTING GROUND 1 " = 20' 10 0 20 1425 WDID# 8 33C402893 CITY OF PERRIS SHEET NO. PARK WEST SPECIFIC PLAN PARCEL MAP NO. 38375 20 BACKBONE STREET IMPROVEMENT PLANS CROSS SECTIONS OF 30 SHEETS FOR: W.O. CITY FILE NO. V: 1 "=4' PULTE HOME 21-0258 P8-1449 _ N 0 N N 0 0 LO N U> z 0 c� m cn 0 DO LD N 0 c� cn / m z 0 m _ U Q m / m m _ N Ei- Q / _ 0 / 00 N 0 / N 0 N / .. 976 Q LEGEND: FINISH GRADE — — — — EXISTING GROUND 1"=20' 10 0 20 DUN LAP R D WDI D# 8 33C402893 Underground Service Alert NOTE: CITY OF PERRIS SEAL — ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: CITY OF P E R R I S SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT APPROVED BY: 3788 McCRAY STREET SEE SHEET 1 PARK WEST SPECIFIC PLAN Q�tOFEss/p RIVERSIDE CA. 92506 COMMENCE UNTIL AN ENCROACHMENT PERMIT �o k+i _ 1070 2 �Fs�� FAx (951) �s$-12256 PARCEL MAP NO 38375 Call: AND/OR A GRADING PERMIT HAS BEEN ISSUED. S. '� 811 y�oy� �" ASSOCIATES ( ) THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR BACKBONE STREET IMPROVEMENT PLANS JSL MN CHECKED BY: ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �� CITY ENGINEER `•'` No. C92605 PREPARED UNDER DESIGNED BY: 30 THE RV 10 CROSS SECTIONS OF SHEETS WWW.call8l 1 .com IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR C92605 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE :``;; _<,,' C Vj%- R.C.E. NO.: MARK BY DATE APPR. DATE '`'grF`�1i24 SCALE: FOR: W.O. CITY FILE N0. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS °F rA%.% �> > TWO WORKING DAYS BEFORE YOU DIG REVISING THE PLANS FOR APPROVAL BY THE CITY. ENGINEER CITY DATE SHUA S. 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