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HomeMy WebLinkAbout5321-1 5 STREET IMPROEME T PLANV N , . APN 0236-081 -14, 15, 17 & 33 GENERAL NOTES I II I I I I I I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATION. COUNTY OF SAN BERNARDINO 2. BENCH MARK DATA: TBM: BEING THE CENTER LINE INTERSECTION OF SLOVER AVENUE AND CALABASH AVENUE, PER C.S.F.B. 401 5/1573 APN 021136-021-14 APN 0236-021 -09 APN 0236-02 I-07 ELEVATION: 990. 161 J I r 3. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303, 304A AND 3035 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 4. STREET MARKERS SHALL BE CONSTRUCTED AT EACH INTERSECTION IN ACCORDANCE WITH APPLICABLE SAN BERNARDINO COUNTY STANDARDS. ALL APN 023G-021 -71; APN 0236-021-08 SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH COUNTY AND STATE SPECIFICATION. i I \ _ _ - _ _ - - - - - 5. A PERMIT WILL BE REQUIRED FROM THE COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY ENCROACHMENT OR _ CONSTRUCTION WITHIN THE COUNTY OF SAN BERNARDINO EASEMENT OR RIGHTS-OF-WAY. IG. LEAVE 8"X8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES, ETC. WHEN SIDEWALK IS PLACE ADJACENT TO CURB. 7. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR DRAINAGE FACIUTIES, A SOIL STERILANT REGISTERED BY THE E.P.A. - -I _ _ SLOVER _ _ AVENUE I FOR USE UNDER A.C. AND P.G.G. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. T 1I 8. AT COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS, TRANSPORTATION OPERATIONS DIVISION, PERMIT SECTION, FOR REVIEW AND I EXISTING RNV EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATION OF THE SAMPLING, A ■ - _ �_ TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA - - - / X11- a �y ,.., - _ _ _ ' i� ��� ;. _ _ SHEETS FOR ALL R-VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL 1 jA x 1 T CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES* SECTION REQUIREMENTS HAVE BEEN MET. 1 + rt - - - - TONS AC 9. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUBGRADES SHALL BE W f I " I SHEET 3 O INSTALL " AC OVER _" CLASS II BASE (7,360 SF), PER GENERAL NOTE 8 CY BASE PERFORMED AT NO COSTS TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE SAN I i EXISTING RNV PL 1 • 4 I ` © INSTALL 8" CURB * GUTTER PER SB COUNTY STD. 1 15 1 SOLE BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS, TRANSPORTATION OPERATIONS DIVISION, PERMIT SECTION FOR APPROVAL PRIOR TO Z 1 ` *'- 1 1 PL PLACEMENT OF BASE MATERIALS AND/OR SURFACING. m I W 11 ' © GOLD PLANE E OVERLAY (0. 1' MIN.) PER DETAIL, SHEET I 1 ,8005F 10. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT, 0 SAWCUT EXISTING PAVEMENT 493LF TRANSPORTATION OPERATIONS DIVISION, PERMIT SECTION, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: A. R-VALUE, SIEVE 4Q , Ii I O5 REMOVE EXISTING AC PAVEMENT 4,329SF ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. I I . THE WATER MAINS AND THE GAS MAINS SHALL BE PLACED UNDERGROUND PRIOR TO PAVING CONSTRUCTION. THE SERVICE LATERALS FOR THE iD I 0 INSTALL 4" THICK PCC SIDEWALK 645SF WATER SYSTEM SHALL BE INSTALLED AT A LATER DATE. WHERE IT IS NECESSARY TO CROSS PAVEMENT, SERVICE LATERALS SHALL BE BORED INTO O I 11 O INSTALL DRIVEWAY APPROACH PER SB COUNTY STD. 1298 (W=AS SHOWN) 1 ,3425F PLACE. 3- I�RCI EMOVE EXISTING ROLLED AC CURB 324LF 12. FILL AND GRADE TO DRAIN ALL LOW AREAS ABUTTING TRACT ROADS TO A MINIMUM OF 1% GRADES. 9 REMOVE EXISTING CURB $ GUTTER 134LF 13. ALL LATERAL CUTS INTO COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5' OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95%. ` I O REMOVE EXISTING DRIVEWAY APPROACH 1 ,077SF 14. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN N 1 I l I 0 INSTALL AC DIKE PER SB COUNTY STD. I 1 7 GOLF BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. I ® INSTALL 5.5' WIDE CURB OUTLET STRUCTURE PER SB COUNTY STD. 2 I 0 IEA 15. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS LEGEND INSTALL 8" CURB PER APWA STD 1 20- 1 , A 1-200 (8) 35LF PORTION OF WORK UNTIL COMPLETION. I I- ® 16. DEPARTMENT OF PUBLIC WORKS APPROVAL DOES NOT INCLUDE WATER SEWER SYSTEM OR ESTIMATE OF QUANTITIES. li` AC ASPHALT INSTALL CA TYPE L- I (0M2-2V) OBJECT MARKERS PER CA MUTCD 2010, FIG. 3C-1 (CA) GEA 17. A PERMIT SHALL BE OBTAINED FROM THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY CONSTRUCTION ON THIS BC BEGINNING OF CURVE © INSTALL "STOP" PAVEMENT MARKINGS PER CALIF. MUTCD (JANUARY 201 O) FIGURE 38-20(CA) ! EA PROJECT, THAT FALLS WITHIN SAN BERNARDINO COUNTY, ROAD RIGHT-OF-WAY. BCR BEGINNING OF CURB RETURN ' 18. EXPANSIVE SOILS: IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, SIDEWALK AND DRIVEWAY APPROACHES SHALL BE SHEET 2 BSL BUILDING SETBACK LINE ® INSTALL "AHEAD" PAVEMENT MARKINGS PER CALIF. MUTCD (JANUARY 201 O) FIGURE 38-20(GA) IEA- --41.1 I SCARIFIED TO THE DEPTH OF AT LEAST EIGHT (8) INCHES AND MOISTURE SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT �lmLI 1 CF CURB FACE REMOVE d (SALVAGE) EXISTING W3-I SIGN PER CALIF. MUTCD (JANUARY 20 10) FIGURE 2C-4 IEA LEAST 24 HOURS PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL THEN BE PREPARED WITHOUT COMPACTION EFFORT. s 1 Ii CG CENTER-GRADE OF PIPE 8 INSTALL (SALVAGED) W3-1 "STOP AHEAD" SIGN PER CALIF. MUTCD (JANUARY 201 0) FIGURE 2C-4 IEA 19. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS; SECTIONS HAVING EC END OF CURVE INSTALL R3-2 "NO LEFT TURN" (SYMBOL) SIGNAGE PER CALIF. MUTCD (JANUARY 201 0) FIGURE 2B-3 4EA GRADIENTS OF 0.5% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS -11 I I I ECR END OF CURB RETURN WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR MORE THAN 4' LONG SHALL BE SAW-CUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND EP EDGE OF PAVEMENT INSTALL R3-I "NO RIGHT TURN" (SYMBOL) SIGN PER MUTCD 2010. FIGURE 2B-3 I EA REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. I I I FF FINISHED FLOOR fl PAINT RIGHT TURN ARROW TYP IV (R) PER CA MUTCD 2010. FIGURE 3B-2 I (CA) 2EA 20. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC N FG FINISHED GRADE INSTALL CA TYPE K-1 (0M2- 1H) OBJECT MARKER PER CA MUTCD 2010 FIG. 3 C-I (CA) 2EA WORKS SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. m I FL FLOWLINE ELEVATION 21 . THIS PRIVATE ROAD SHALL NOT BE ENTERED INTO THE COUNTY MAINTAINED ROAD SYSTEM. N wino I FLG FLANGED * ESTIMATE IS FOR FEE PURPOSES ONLY. CONTRACTOR RESPONSIBLE 22. THE ENGINEER SHALL INSPECT AND CERTIFY THAT ALL PRIVATE ROAD AND DRAINAGE IMPROVEMENTS HAVE PL FS FINISHED SURFACE FOR OWN QUANTITIES. BEEN BUILT IN ACCORDANCE WITH THE APPROVED PLANS. m I CQ I , GB GRADE BREAK 23. ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY THE ENGINEER BEFORE POURING co N0 I - HDC HIGH DEFLECTION COUPLING CONCRETE. z -aI 1 I HMA HOT MIX ASPHALT 24. EXISTING COUNTY ROADS THAT WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS Q U srP INV PIPE INVERT ELEVATION EXISTING EXISTING DURING ACTUAL CONSTRUCTION. MH MANHOLE RAW R/W 25. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF WORK HEREON. IN THE EVENT OF DISCREPANCIES MJ MECHANICAL JOINT ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE c(i) I ---", PAD PAD ELEVATION 33' 33' PLAN FOR APPROVAL BY THE COUNTY OF SAN BERNARDINO. - PCC PORTLAND CEMENT CONCRETE 2G. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN INTERSECTION, IT MUST BE R I V , PL PROPERTY LINE k 22' I I' MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT UNTIL SUCH TIME AS THE WIDENED ROADWAY IS OPEN FOR TRAFFIC. AT THAT TIME, IT WILL c(Yin) p I I PP POWER POLE BE RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE VICINITY OF THE BEGINNING OF THE CURB RETURN OR AS OTHERWISE DIRECTED BY I 6.5' / 4' .5' N RIM MANHOLE RIM ELEVATION VARIES 1 THE ENGINEER. 1 O I I . RNV RIGHT-OF-WAY I /4.43'-9.08 / 'PROPOSED` SEP SEPARATE TRAFFIC CONTROL - GENERAL NOTES Q nz •1 I R%W SD STORM DRAIN LINE �5 F I I . ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONFORMANCE WITH THE CALIFORNIA MUTCD JANUARY 21 ,20 I O AND STRIPING PER SAN l ' I STD STANDARD 1 U m BERNARDINO COUNTY STANDARD d SPECIFICATIONS 307 THRU 307D. N I 1 I ST IMP STREET IMPROVEMENT 2. ALL STRIPING (LONG LINE) AND PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE PAINT. I , 3. ALL SIGNS SHALL BE OF HIGH INTENSITY (FHWA TYPE III/IV) RETROREFLECTIVE SHEETING EXCEPT: TB TOP OF BERM %- A. STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS) RETROREFLECTIVE SHEETING. - TC TOP OF CURB I I VARIES VARIES B. "NO PARKING" SIGNS SHALL BE OF SUPER ENGINEERING GRADE (FHWA TYPE II) RETROREFLECTIVE SHEETING. N- " I TF TOP OF FOOTING VARIES %1 ( I .09%-3.02%) /0.00% p.7Oq VARIES I- - C. SCHOOL SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FYG) RETROREFLECTIVE SHEETING. O I I I TW TOP OF RETAININGTR TOP OF WAL2,2- I '�a%=95%) 9 O I D. STREET NAME MARKERS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) RETROREFLECTIVE SHEETING AND CONFORM TO COUNTY STANDARD 303. VC VERTICAL CURVE ���� E. CONSTRUCTION SIGN SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE RETROREFLECTIVE SHEETING. WC GATE VALVE © ® 4. ALL DELINEATORS, CHANNELIZERS, AND AND OBJECT MARKERS SHALL BE OF FHWA TYPE VII RETROREFLECTIVE SHEETING. a I m X.XX PROPOSED ELEVATION I 0 6 5. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARDS 303(A) AND 303(B). I EXISTING - RNV _ X.XX) EXISTING ELEVATION EXISTING ROLLED AC CURB C. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS SHALL BE REMOVED BY THE CONTRACTOR. REMOVAL SHALL BE o� [X.XXJ FUTURE ELEVATION 0 EXISTING EDGE EXISTING ROLLED ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE. -111 EXISTING AC PAVEMENT OF PAVEMENT AC CURB 7. ALL CONFLICTING SIGNS SHALL BE REMOVED, RELOCATED, OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS cod • C`}•) TYPICAL SECTION SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. •PLS 0 8. ALL UNPROTECTED LOCATIONS RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS (I.E. CATCH BASINS, HEADWALLS, POWER " 150' i ` IHJ z z Q NTS POLES, END TREATMENT OF ASPHALT DIKES AND CONCRETE CURBS) SHALL BE PROTECTED BY DELINEATORS OR BARRIERS PER THE CALIFORNIA MUTCD UTILITIES CALABASH AVENUE JANUARY 2 1 , 20I 0. INDEX MAP I n xPAVING LEGEND • STA 13+40.58 TO STA 14+ 10.8 I 9. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS (I.E. CROSS STREET STOP, STOP LIMIT LINE, AND CROSSWALK PAVEMENT MARKINGS) NOT WATER: SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF FONTANA WATER CO. THE CALIFORNIA MUTCD JANUARY 21 ,2010 AND THE SAN BERNARDINO COUNTY STANDARD $ SPECIFICATIONS 307 THRU 307D (STRIPING). AC PAVING 15966 ARROW BLVD. 10. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH TRAFFIC DIVISION PERSONNEL FOR FONTANA, CA 92335 APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. (909) 822-2201 UNDERGROUND SERVICE ALERT PRIVATE ENGINEER'S NOTE TO CONTRACTOR eew�r COLD PLANE d OVERLAY SEWAGE DISPOSAL: �P�y`��ooo Call: Toll FREE ONSITE SEPTIC THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE 1` % TWO WORKING DAYS \I ELECTRIC: PREPARED FOR: 5' SAWCUT REMOVE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO `M BEFORE YOU DIG \\\ I REMOVAL SOUTHERN CALIFORNIA EDISON • JOE CO NZO N I RE MIN. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE GRIND 0. 10' MIN. EXISTING PAVEMENT PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR "CAUTION": Remember that the USA 287 TENNESSEE STREET C/O: ENTERPRISE MOTORS EXIST. PAVEMENT AND FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR •Center notifies only those utilities • ° - . REDLANDS, CA 92373 2555 PELLISSIER PLACE OVERLAY 0. 10' MIN. NOT SHOWN ON THESE DRAWINGS. belonging to the center. There could „• • PCG PAVING (909) 307-6747 WHITTIER, CA 90601 W/TAGK COAT be other utilities present at the work PHONE: (562) 692-7244 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS site. The center will inform you of whom GAS: FAX: (562) 692-8560 V;�///yygr�y y DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; they will notify. • EXISTING PCC PAVING THE GAS COMPANY � i! %'�%/ THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 1981 WEST LUGONIA AVE /e THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE REDLANDS, CA 92374 EXISTING PAVEMENT J ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF (909) 335-7847 WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE TELEPHONE: ENGINEER. 604 O3 COLD PLANE & OVERLAY DETAIL a AT$T NTS `I 1265 VAN BUREN ST., RM. 180 �-� i I ANAHEIM, CA 92807 UNAUTHORIZED CHANGES AND USES i (714) 666-541 5 SOIL ENGINEER: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE CABLE: FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE m� 5 ! TIME WARNER CABLE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE AV _ i 13703uma g.1'200 V; I I. 1 500 AUTO CENTER DRIVE APPROVED BY THE PREPARER OF THESE PLANS. -------- ONTARIO, CA 91 7G1 'PROJECT, (909) 975-3343 „ SITE '' BENCH MARK: PREPARED BY: MARK REVISIONS APPR DATE ROAD NO. `"10 °R TEMPORARY BENCH MARK BEING THE CENTER LINE INTERSECTION OF • °FEsslo COUNTY O F SAN BERNARDINO TITLE SHEET _ $ SLOVER AVENUE AND CALABASH AVENUE, PER Cara 4015/1573 1573 land planning e� "q< DEPARTMENT OF PUBLIC WORKS z AY'14300 _ 0 • civil engineering 9 �� ELEVATION = 990. 16' \�73900 • landscape architecture TNATCIIER, III y RECOMMENDED BY: APN Sc33 FILE NO �JJ __ r' phone 909.748.7777 N. 17 N 0236-081 -14, 15, 17 NO. DESIGNED BY DRAWN BY CHECKED BY • g El ROSEe• BASIS OF BEARINGS: A fax c A MWT/PF PF MWT BEING THE CENTERLINE OF SLOVER AVENUE PER R/5 35/27 $ R/5 �( Exp 1231/1 SLOVER AVENUE & thatc er engineering & associates, inc. s f APPROVE BY: c P Map©Rand McNally &company R.L.09-S-09 36/35, BEING N89°43'55"E 1461 ford street,suite 105,redlands,ca 92373 Ty CIVIL ? NNIS VICINITY MAP 3. 3r-tl rF°F cA�`e°� ? ' KIM '�� CALABASH AVENUE SHEET I OF 4 Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 3 1 , 2011 GiS! , TRAFFIC DIVISION CHIEF, LAND DEVELOPMENT DIVISION 3/31/1 I 5321-1