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HomeMy WebLinkAbout1.1-6250 Ph 12A.C. PAVING TESTING NOTES: STANDARD NOTES SP7 -39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND SATE OF CA., 7 -1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM 2 THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND OF THESE PLANS: THESE SPECIAL PROVISIONS. ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A ST -13, T -1 (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: SECTION 39 -2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 15) OVER ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED 0.50' O.G.. ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED STD. ST -9. BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD BAKERSFIELD STD. DWG. ST -13. SPECIFICATIONS. OO TO BE INSTALLED THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY Qo EXISTING THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE 5. T INSTALL TRAFFIC CONTROL SIGNS ENGINEER. INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE INSTALL STREET LIGHTS, 5800 LUMEN PER DETAIL ON SHEET 14. ENGINEER'S REVIEW AND APPROVAL: ED- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. A. A LIST OF AGGREGATE AND ASPHALT SOURCES. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STD. ST -1 PER PLAN. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD 7. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 8• SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3 -1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX MINIMUM OF 6" THICK. DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 10. INSTALL HANDICAP RAMPS PER DETAIL "1" ON SHEET 4. OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME PAVEMENT GRADE. AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1- 800 - 227 -2600. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING / PAVEMENT SHALL BE SAW CUT. 13. WARNING REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, " SUBGRADE," OF THE STANDARD SIDEWALK 6' FROM BACK. SPECIFICATIONS SHALL BE MET. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS LIMITS OF CONSTRUCTION. CONSTRUCTION, LATEST EDITION ( "GREENBOOK "). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE STANDARD OTHERWISE PERMITTED BY THE ENGINEER. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SMOOTH, TAPERED CONNECTIONS. SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY. OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED BE SUBSTITUTED WITH PARAFFIN. TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 16. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE SHALL BE DETERMINED BY THE CITY ENGINEER. LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER 17. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, STANDARD DETAIL ST -22. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. 18. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING 19. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED PROVISIONS OF SAID PLAN. ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT MPORARY CONFORMS E ADDITIONAL TIHE LANES AREOOPEN D TO PUBLIC TRAFFIC. KRAFT PAPER, ORE FORM OTHER TE BASIS OF BEARINGS APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE THE BEARING OF N10'15'14 "E, SHOWN FOR THE CONFORMS WHEN PAVING OPERATIONS RESUME. CENTERLINE OF MABELTHORP DRIVE PER TRACT No. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 6250 UNIT 1, MAP BOOK 52, PAGE 68 IN THE OFFICE DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE OF THE KERN COUNTY RECORDER, WAS USED AS THE WITH CALIFORNIA TEST 375. BASIS OF BEARINGS SHOWN HEREON. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER A PENNY BRASS TAG MARKED IS 4383" WILL BE SET THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE WITH EPDXY ON TOP OF THE CURB FOR A WITNESS REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR CORNER ALONG THE PROLONGATION OF THE PROPERTY BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT LINE FROM ALL FRONT LOT CORNERS. A 1 2 DIA. { CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT " { WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE REBAR WITH A PLASTIC CAP MARKED IS 4383" WILL TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE BE SET AT ALL REAR LOT CORNERS, EXCEPT AT BLOCK REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE WALL LOCATIONS, WHERE A PENNY BRASS TAG MARKED DENSITY REQUIREMENTS. "LS 4383" WILL BE SET WITH A CONCRETE NAIL IN THE IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS WALL ALONG THE PROLONGATION OF THE PROPERTY EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT LINE. SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. BENCH MARK: THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE ROADWAY. CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AND IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE JEWETTA AVENUE. ELEVATION= 365.33' (U.S.G.S DATUM) TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH INDEX OF SHEETS EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. SHEET TITLE IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. 1. TITLE SHEET ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST 2, FRENCH PARK LANE LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE STA. 10 +22.35 C.L. TO STA. 16 +22.35, C.L. PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND GUILDEN GROVE WAY THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. STA. 10 +00.00, C.L. TO STA. 13 +26.81, C.L. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE BANTER BAY WAY I ENGINEER. 3. STA. 10 +00.00, C.L. TO STA. 11 +51.00, C.L. i COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER & DETAILS LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. I Q NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. / I � 6' WING W/2 / r / Z �W I J CENTERLINE STORM DRAIN I Q LIP CURB I E-0- AND GUTTER !) V / I _FLO DWGUTTER CURB Z DIG ALMT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA B.C.R. `-� SIDEWALK i 'CENTERLINE STORM DRAIN W 6' WING LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN- N. T. S. LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE LS LANDSCAPE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL - SHEET 14. R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "W31(CA)" - END "R6 -1" - ONE WAY "W14-1'- DEAD END "R5 -1" - DO NOT ENTER "W14 -2" - NO OUTLET "R26(CA)" - NO PARKING "Wl -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW "R4 -7" - KEEP RIGHT "W1 -1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3 -3" - SIGNAL AHEAD SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. EXISTING GROUND CONTOUR PROPOSED CURB AND GUTTER PROPOSED SAWCUT UMIT LINE e TRACT BOUNDARY WOMEN UNIT BOUNDARY 'h EXISTING E.P. 01 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE CONSTRUCTION NOTES CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. SECTION DESIGNATION: SECTION LETTER -- -- A 2 SHEET WHERE SECTION IS SHOWN ii u�fuur ■il.. 0 0 m 9i11iI1N[' -- n�11h� a' LU TRACT erry ALE Ir ra s R O A D �y MEN �i a 0 J i fit �«.. VICINITY MAP SCALE: N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 530 CL. II AGG. BASE CUYD 471 SUBGRADE PREPARATION CUYD 693 CURB AND GUTTER LF 885 6" CURB LF 1001 DRIVEWAYS SQFT 7568 SIDEWALK SQFT 5734 HANDICAP RAMPS EA 2 STANDARD STREET NAME SIGNS EA. 4 5800 LUMEN STREET LIGHTS EA. 3 MONUMENT ENCASEMENTS EA. 3 SAWCUT LINE LF 40 0 LOCAL STREET q LENGTH LF 1015 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR VEST. TENT. TR. 6250 UNIT 12 ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING - (CONSTRUCTION. , AOPPOVED BY:'1fO'i�ER A. McINTOSH R.C.E. 33322 DATE EXP. 6 -30 -16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS C. FIDLER PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12 -31 -14 REVIEWED BY:_ y ASSISTANT PUBLIC WORK REVIEWED BY: TRAFFIC ENGINEER il.. 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STA. 15 +50.92, F.L. 360 66'20'16" 50' VERTICAL 18 "D -SEE SEWER FINAL MAP 66'20'16" ® qirj oV AND STORM DRAIN PLAN CURVE -- 358 25.00' 1 90'00'00" U O rM\ to 00 II 11 O h 356 a 372 J 1� 19 to o I m o v�o I I 356 i° �i I° 5 cJ 'w Jo7 40 354 �� i0 � U �U 10 9 r W c�i 17 \ U p 'cr U O O JJ O : I I 352 16 131 oo vM o, rn � m Ii Ld r 06 0o cc` � �} I Q M a o I M Q I° M � ° ,n 1n N ? Li o ,ri w rnrn I I z r\h ^ z ^ ± ±> w +moo +a + +r? 3 + +� +0 \ r d ` ` I a' oc, cm �6 0 a U 1- IQ v ��n: ° < IQ ° -c Mt= ¢ ~ a ��c: I FUTURE 6" CURB w zz��� z �V)�� N ,� o ` i Icn Lj Vw) c� cn I� c� (n W m tncnF- I cn o cn i A D SIDEWALK 1 �X 2 -------- - - - - -- - - - - - - - - - - S sr gRr�F °Xoo �'P`- 9 4 I .n 8 BC MGR g�86q y \ \ �" r 1 +00- 04 12 +00 - - 13 +00 qpF 23 •0�� � .- - - +--- - I- Srq - 1g�O CrjON Tpq 9 p�Q00�RegK FDe / /�. _'v R, r— _ co I 2 L J� - - -- 00 I Cz . c S07'Js , `361s9uc 18 IV ' FRfNC�'' pqR 'D Q N I4 k� a oN� + �� FUTURE CUR - & \ \ a� i II 21 II ¢ o II + II a 6 III II GUTTER AND ID�WALK Ln �0 120 >� Q >���I o \ �o m0 I(" �� o° °o 0ol 0 12 I p i J ao c� c6 I o Q ao 1 00 ° Q C6 I "6 I I � FRENCH PARK. LANE UN-� - � 0 v C/) J 1 12 SEE RIGHT J-' �� J W W 'JJ I �� v� O U L: O L� U LI U Lr_ O 0606 00 00 _ \U 0606 0606 Q 000 co (D cfl �� Q MM Q� -4- U ad• m F- o(OV 000000 Q M �^ Z n� W 0)0 > NN =U Op D_ 00 w + ++ z:) ++ Wa ++ W NN ° r U da o Q dd - as a °O as da LJ �? F- r- F- � r- I- z r- 0_ z r- 0 E- � N m 0 N LEI O N c� (n m (n (n O N N C7 w 0 Co L.� N N GUILDEN GROVE WAY (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 13 +26.81, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 - -- --T- -� 372 O -- 370 ' - - � W 368 Z a: -j 366 m _ = W + + 364 ~� ~� - Q � I U W 362 S= =x.25% STATIONING TABLE - - - - -- - S =0.51 % S =0.25% rn - B.C. P.R.C. E.C. B.C. P.R.C. 360 — 374 - STA. 15+41.35, 12.00LT. STA. 15+48.49, 15.001-7. STA. 15 +42.97, F.L. STA. 15 +50.92, F.L. 360 66'20'16" 50' VERTICAL PROPOSED EAST FLOWLINE 64.84' C, 66'20'16" ® 358 -- Z -- - 45'34'23" CURVE -- 358 25.00' 1 90'00'00" U O rM\ to 00 = W I —— O h 356 a 372 V) w�mjU) M 0 356 i° �i I° 5 h 'w Jo7 °° 354 �� i0 � I `` M r W c�i - 370 o Z W ° > 352 10 131 u: 'W 13352 O W W ri /� /< V Q U^ o �N W I^ 13 ~' 7 IN 12 w Iw > N ,� W Q O + _ J ?0- O Q + ° r ,� Q m N + Q Qm W ° w - C E N 368 3. W ° I� v I - + Ld °+° Ef n a t a a a °+ I > 3 >- ILL_ m y LL_ U c o cn ° I ■ - O Q d m W_ oo> m w+ CV ,-: 3 O � Q1 m 0010 C� (n 366 C -I-Nn' I W co 3 +1�3+ + 3 +I� I i < cd W UW W N a1nLn Qm � 0' > I ¢ U� o ¢ + +W 1¢ > + \ ±c> Of - W > - rn �'� w Ln _ -APPRO w'o 25 a m ci r- > F- Q W Q I� O Q 364 Yoo�> Q N% M r'7 cn Q GROUND .EXIST. ® C.L. > �la z�ra- � o (i H c� cn c cn r0r j H c� cn V1 om v~i � z° 1-n a W cn a. C, H I (~n ° Q tJ' - - -- - --_ -' - ~ - - -_ = + m�1nW 362 STATIONING TABLE _SEE RIGHT - - - -- - S =0.51 % S =0.25% rn S =1.42% �5= 1.42% UNIT 11 FUTURE B.C. P.R.C. E.C. B.C. P.R.C. 360 STA. 14 +23.07, F.L. STA. 14 +31.02, F.L. J - STA. 15+41.35, 12.00LT. STA. 15+48.49, 15.001-7. STA. 15 +42.97, F.L. STA. 15 +50.92, F.L. 360 66'20'16" 3 PROPOSED EAST FLOWLINE 64.84' C, 66'20'16" ® 358 -- Z -- - 45'34'23" W Z -- 358 25.00' 1 90'00'00" U O rM\ to 00 = W I TI" O h 356 a D! V) w�mjU) 2 356 i° �i I° 5 �i 'w Jo7 °° 354 �� i0 � I `` ' r, O W c�i m O r o Z W ° 354 352 10 131 u: 12 13352 STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. /F.O.C. STATION 01 m 3❑ ® 5Q B.C. P.R.C. E.C. B.C. P.R.C. STA. 14 +23.07, 18.001-7. STA. 14+30.21, 15.001-T. STA. 14 +23.07, F.L. STA. 14 +31.02, F.L. STA. 14 +37.35, 12.00LT. STA. 14+38.97, F.L. STA. 15+41.35, 12.00LT. STA. 15+48.49, 15.001-7. STA. 15 +42.97, F.L. STA. 15 +50.92, F.L. LINE TABLE LINE N0. LI BEARING 11 LENGTH L1 I N22'27'46 "W 1 89.63' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 92.00' _106.52' 85.68' 60.13' 66'20'16" Q 74.00' 48.37' 66'20'16" 3 56.00' 64.84' 36.60' 66'20'16" ® 10.00' 7.95' 4.20' 45'34'23" 5 25.00' 39.27' 25.00' 1 90'00'00" LEGEND: LEGEND: (CONT.) ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP -W31(CA)' -END ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" -ONE WAY "W114 -14 -1" " -DEAD END "R5 -1" - DO NOT ENTER "W14 -2" - NO OUTLET BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)" - NO PARKING "W1 -7" - DOUBLE ARROW BCR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY "Wl -6" - SINGLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4 -7" - KEEP RIGHT "W1 -1" - CURVE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3 -3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS F.O.C. FACE OF CURB A. P. ANGLE POINT P/L PROPERTY LINE C/G CURB &GUTTER STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. EXISTING SURVEY MONUMENT SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET NAME SIGN PER C.0 -B. STD. T -1. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD, T -1. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. _- - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL 3 ON SHEET 4. UNIT BOUNDARY --- - - - - -- - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE LEGEND: (CONT.) 0 FUTURE J N I r 9 BANTER BAY WAY SEE SHEET 3 I I L 15 -� 16 17 18 19 LOT I -UNIT 12 ° 4 20 - t�R L.s. ' I I 26 m ' rl- LOT I N - / g" G C 1- 21 J ( J I J I J I J U .- I W I \ N Oo -Z3 °o \ J J J W - - - - - c: ��koo�� F� 1\ `-` 22 wn �I 23 n n Ln ujm c� j !�I � �_T_c¢�atJi 8 �0 Op 0 NO - 1) cc M ri I 24 r7 Lri I 25 I r) z I v v \\ 5� P 10k gP5 \N 1a' "� I r ai I r ' I r o� I r r ao I r I ( tc r- z ui ai AP N G p �i aLn ¢rn ¢rn ro ¢r� wMrn r 1: Mr Dui S SG 5, 1 �j Ln m I °� 3+ + m a o m N p `' rn c0 co m a "� � - Q r7 GP kp1� 5. F 560• 0• + o w ± + w N + w M + + 0 1n U-) I z ter; ,ciao °� �icri LL_l . ° r i 10 kp1� ELEv Ev•'� ° + > _ +I _> NI _> r�I _> �I ww ++ �- ++ 1n `n w°w ++ - = N SAP 1p F \ • `• EL �I o Q �I f o' o I F- �a �� Kiln o cpin °m + oQ °Q od m= co S�OgN P55E� � < ¢I c� � �I c� (i ¢ I c c~ii ¢' c c'-n ¢ I � � a a I �. tea ¢ o t: - < _ r- PRE v' c~n cn u' I cn I I c� N oo di v~i v~i I 12' 12' v F c� L z z Q ' '- z P/L -A 3 1 �' cnv' rA cnv� 5 P °� V) > �. 363 -- _ _ 13 4 3 ° ; 4 5 ( _ I 1 .2 - - - -- S88'48'02 "E 11 +00 248 35' - - - -4 17 ` 13+00 PARK LANE 489.35' 14 +00 2 12 +00 374: 2 133.00' 16 1" = 50' HORIZONTAL c0 M m 1" = 5' VERTICAL 4 > - - - cN0 M I z uj W W QIW 4 372 zLuY 368 I i W UO U U O O co U O rM\ to 00 U TI" O h ANW= 370 D! V) w�mjU) 2 LLI i° U Q N I° 5 �i 'w Jo7 °° 16 �� i0 � I `` ' r, O W c�i m O ° o Z W ° ° I L o ° I� u: LJ > - 00 m O W W ri /� /< V Q U^ o �N 14r I^ 13 ~' 7 IN 12 rn � 11 I� I N ,� W Q O + _ J ?0- O Q + ° r ,� Q m N + Q + r !� NI + C E N �Q �' W 0 3. W ° I� Lc I - + I; °+° -I a J3 �QUO�d a a a °+ I > 3 > = QI ° o cn ° I O F- - O Q IF- WU r -l+ Ur, C/ll +I �O ' CV ,-: 3 O � Q1 m 0010 C� (n + C -I-Nn' I �+ Q Ln (n 3 +1�3+ 4Q� > rn o ooM 3 +I� �' 0u- cc) a1nLn Qm � 0' > I ¢ U� o ¢ + +W 1¢ > UNJ 1 12 W > - rn �'� w Ln U OOw w'o 25 � O Q (� ° Q I� W Q I� O Q F-- QI Yoo�> Q N% M r'7 cn cO QQ �t7 �I (Dwc�i N M > �la _> QI ".3 U r C.� H c� cn c cn U w N� cn H c� cn V1 p 1 W NN m + + > cn O Q � I w In rY `� C, H I (~n ° Q tJ' m QZ MI+�j (MD m J. 15 UNIT //� 12 c� ��-' 7w �, + m�1nW 2 UGi �� ZN NNE ooa p W "mow t'i +t> O_ O Q as 0 O 1O co W gym= w � 1-'••r C7 (n (n V- tY h-- � d c�cn(n U O~- Qa rlr INTERSECTION wnm vV)U)� z 376: STA. 10 +00.00, C.L. BANTER WY. 13+00 PARK LANE 489.35' 14 +00 2 15 +00 374: 2 133.00' 16 1" = 50' HORIZONTAL c0 M m 1" = 5' VERTICAL 4 > - - - cN0 M I z uj W W QIW 4 372 zLuY 368 I i W UO U U O O co U O rM\ to 00 U TI" O h U a ° ~~ a w 370 D! V) w�mjU) n7 LLI i° U Q N I° 5 �i 'w P/L c3 °° 368 o II c i ">L� - r, O W c�i m O ° o Z W °I ° I . -I- o ° I� w LJ > - 00 m O W W ri 366 m g Q ^ w I °� o I� + I I Ld W o m O u- Luj 9 N 8 MI� 364 Ln 7 MI C E N C:) Q w �; O N L, 4 LN Lc n N I. a < m m a a a 0 a a a m cn � 3 (n m � 362 ° QLi [ -fir ¢� r+i I� - __ + WU r -l+ Ur, r� Q+ 00 +I �O ' > rl- + rr- 360 j-- SEE 358:. - - -- --- 356 - INVERT 9 354 -- y. 18*D 10 N 5' ( 6' -12' VARIES 3' SIDEWALK I EASEMENT I W I o I � LANDSCAPE AREA CURVE NUMBER FOR CURVE DESCRIPTION FLOWLINE STATION - SEE TABLE ITEM OF WORK - SEE CONSTRUCTION NOTES CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. `— PIPE SIZE 8 "S— UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER -- -- A 2 SHEET WHERE SECTION IS SHOWN 26' 12' -18' VARIES NC 11 LOCAL ST. (PRIVATE STREET) 26' ---r 18' 2% MW, 2% I 0.20' A.C. PAVING 0.40' AGG. BASE 1 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION A SCALE: NONE 2 1" = 5' VERT. STA. 14 +89.35, C.L. FRENCH PARK LN.= STA. 10 +00.00, C.L. BANTER WY. 13+00 PARK LANE 489.35' 14 +00 2 15 +00 S88'48'02 "E 2 133.00' 16 1" = 50' HORIZONTAL c0 M m 1" = 5' VERTICAL 4 > - - - cN0 M 1ND M z uj W W QIW 4 I zLuY 368 I i W UO U U O O co U O rM\ to 00 U TI" (J U a ° ~~ a w i - - --�- CV V) w�mjU) n7 LLI i° U Q N I° 5 �i o ci Ifi P/L c3 II v o c� 9£ _� o II c i cS - r, O W c�i W W Z r-, a p ° ° °I ° I . -I- o ° I� p) O - 00 m O W W ri I 01 ^ = I °� o I� + I I Ld W 10 r� 9 N 8 MI� � Ln 7 MI C E N n'5 �; O N L, 4 LN Lc n N r Of v <0� °� < a a a 0 a a a m cn � 3 (n m � (n ° QLi N ¢� r+i I� ¢c 1i¢ co + WU r -l+ Ur, r� Q+ 00 +I �O ' > rl- + rr- + „� Woo - ° +I- �+ 3 +1�3+ vI TI 3 +I� �' 0u- cc) a1nLn Qm � � > I ¢ > 1¢ > IQ > hh0 W � �jjII� W > - rn �'� w Ln w'o 25 � O Q (� ° Q I� W Q I� O Q F-- QI Yoo�> Q N% M r'7 cn �I (Dwc�i N M > �la _> QI ".3 U r C.� H c� cn c cn f- c� cn H c� cn V1 p 1 W NN m + + > cn O Q � I w In rY `� C, H I (~n ° Q tJ' m QZ MI+�j (MD UNIT //� 12 c� ��-' 7w �, + m�1nW U'� �� ZN NNE p W "mow t'i +t> O_ O Q as O 1O co W gym= w � 1-'••r C7 (n (n V- tY h-- � d c�cn(n U O~- Qa rlr INTERSECTION wnm vV)U)� STA. 14 +89.35, C.L. FRENCH PARK LN.= ` APPROXIMATE EASTING - -� - GROUND @ C: — _ I I 12 13 14 R ' 5' I 3' SIDEWALK u- w ca Lj I 0 2% MIN. I LANDSCAPE AREA CONSTRUCTION NOTES: 1O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O3 CONSTRUCT CASE "A" RAMP PER DETAIL "1" ON SHEET 3. ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" CURB FACE PER DETAIL "2" ON SHEET 3. O5 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. © SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER Q7 CONSTRUCT DRIVEWAY FOR LOT 7 OF UNIT 11 WITH UNIT 12. ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING STORM DRAIN LINE BEFORE CONSTRUCTION AND NOTIFY ENGINEER FOR ANY DISCREPANCIES. 10 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14. STA. 10 +00.00, C.L. BANTER WY. FRENCH PARK LANE (PRIVATE STREET) STA. 10 +22.35, C.L. TO STA. 16 +22.35 C.L. SCALE: 1" = 50' HORIZONTAL cD M c0 M m 1" = 5' VERTICAL ` APPROXIMATE EASTING - -� - GROUND @ C: — _ I I 12 13 14 R ' 5' I 3' SIDEWALK u- w ca Lj I 0 2% MIN. I LANDSCAPE AREA CONSTRUCTION NOTES: 1O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O3 CONSTRUCT CASE "A" RAMP PER DETAIL "1" ON SHEET 3. ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" CURB FACE PER DETAIL "2" ON SHEET 3. O5 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. © SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER Q7 CONSTRUCT DRIVEWAY FOR LOT 7 OF UNIT 11 WITH UNIT 12. ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING STORM DRAIN LINE BEFORE CONSTRUCTION AND NOTIFY ENGINEER FOR ANY DISCREPANCIES. 10 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14. h 376 - PLAN 374 {� I° 372 -O M cD M c0 M m cD r7 W > - - - cN0 M 1ND M z uj W W QIW m - ? - J zLuY 368 I i W UO U W 000 M O O co -- O rM\ to 00 W + + Vm=ItO TI" (J U a ° ~~ a w i - - --�- CV V) w�mjU) IJ LLI 0.25%1 1 J J mco J STRT E IMP OVEM ENT -4—.;, J� i> CID C� r, O W c�i W W Z r-, a p I,1- r.. w LLj w Lq w W . -I- _ _ — 16 p) O - 00 m O W W W J L J I W 01 ^ 0') CV + + + wF- a a Ld - -i -j + + Q - U v H OB v <0� °� < a a a 0 a a a m cn � N � (n m � (n n w \ \ ,\� Lei cn m In ` APPROXIMATE EASTING - -� - GROUND @ C: — _ I I 12 13 14 R ' 5' I 3' SIDEWALK u- w ca Lj I 0 2% MIN. I LANDSCAPE AREA CONSTRUCTION NOTES: 1O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O3 CONSTRUCT CASE "A" RAMP PER DETAIL "1" ON SHEET 3. ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" CURB FACE PER DETAIL "2" ON SHEET 3. O5 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. © SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER Q7 CONSTRUCT DRIVEWAY FOR LOT 7 OF UNIT 11 WITH UNIT 12. ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING STORM DRAIN LINE BEFORE CONSTRUCTION AND NOTIFY ENGINEER FOR ANY DISCREPANCIES. 10 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 3. REMOVE AND SALVAGE EXISTING W31(CA) BARRICADE FOR USE ELSEWHERE. NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rn O � Q � O z 00 U 0_ d- Z OLL- -j I Q J Q `r w U 000 W c0 O L� o cn �- N � w Y Q m 00 co (p 0 0 Z W. J U) m m o W U O U M I _> U 0 n V P Q O (_PROPOSED NORTH 376 - PLAN 374 {� I° 372 -O cli ED I IM -- - -- M � 0 W > - - - - 370 z uj W W QIW m - ? - m J af J w =) W U>-b zLuY 368 o maP W - s ON U.) -f - W z - -- - 366 W + + Vm=ItO ~aa U a ° ~~ a w i - - --�- A 364 V) w�mjU) Q - -- - m j 15= 0.25%1 1 S =0.25% E 362 STRT E IMP OVEM ENT 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 3. REMOVE AND SALVAGE EXISTING W31(CA) BARRICADE FOR USE ELSEWHERE. NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rn O � Q � O z 00 U 0_ d- Z OLL- -j I Q J Q `r w U 000 W c0 O L� o cn �- N � w Y Q m 00 co (p 0 0 Z W. J U) m m o W U O U M I _> U 0 n V P Q O (_PROPOSED NORTH FLOWLINE PLAN r -O -- . _ -- - -- 360 W Q oaZ N -"-1 Q z co m - ? - `r zLuY 358 W - 0 OQ ~aa W > _ �aWV Q - -- - m - -� Z z 356 o_ t� W C'3 LL -4—.;, J� i> CID C� I M 15 W 0 a 0 17354 — 16 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 3. REMOVE AND SALVAGE EXISTING W31(CA) BARRICADE FOR USE ELSEWHERE. NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rn O � Q � O z 00 U 0_ d- Z OLL- -j I Q J Q `r w U 000 W c0 O L� o cn �- N � w Y Q m 00 co (p 0 0 Z W. J U) m m o W U O U M I _> U 0 n V P Q O T--m T U) GCS Z W Q oaZ N -"-1 Q z co CL ct zLuY ED CC 0 OQ ~aa W > _ �aWV ~ Z ccZ o� L t� W C'3 LL -4—.;, J� i> CID C� M W 0 a 0 a' Ld Q 0 W I W N I (n co iL O T GCS Z W Q oaZ N -"-1 Q co CL ct zLuY ED CC OQ ~aa W > _ �aWV ~ Z ccZ o� L t� W C'3 LL -4—.;, J� i> CID C� M 0 a 0 a' W I W N I (n co iL O BANTER WAY (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 11 +51.00, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 376 374 - - - -- --- -- 372 0 0 370 - i. > 368 - o 7 - J J CN 7D M M M -j I M w w W L- 1 3661 --- o W W w-j o N w -..� J J M O 364 o a LL�44 1cj 362 - 1 669; 360 3r 358 - -- m 356 - - -- I 354 10 -_ - 376 374 kfp� N N F- BEARING UNT 12 - co 151.00' 370 J II II STA. 10 +59.14, 15.0OLT. 10.00' D 4.20' o I. o O LL P.R.C. . xi O CD m o -- -. 366 to W SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. U n cV O �M 26 6 IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, af BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4' -0 ". FRENCH PARK LANE 901' -id ^ �' CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF - -- SEE SHEET 2 W. ci ( u- v � o v°^ S= -0.39% GROOVING DETAIL. I 18' 18' a Z °'`i oo °o � \� o N � o SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 1/4" 9. �1/4" 7 26' 04 T Q -� U 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS 26 I wm "nn :Z -c -4 } 358 REQUIREMENTS IN THE SPECIAL PROVISIONS. 11. Om OOJ �C) + +u j "o Q p ~ � SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. 0 5 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES z°z��° ± j °o± 356 ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, 0.9" BASE CIA cm�cic~n Liri�a FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON 9 0 WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON 1 PROJECT PLANS. RAISED TRUNCATED DOME �z� 6 �12 5 PL 2 ¢ / co 19 �cn 74 2 I - - - -- 1 1 12 6 7 -` 1 +00 00 g J !i 11 I 1 10 161 1 � 2 -m II J i 1 TYP, 2 9 C14 - - - - -- � _ Of 3 2 � Q C NI o I P/L 5- m w = u I 00 it II P2 vaw 4 col ' I °0 0o '� �` Q N j u- C-� c' CJ " i > c0 � N Q rn < O + I Z oo� -- I I O ci UL� + I+ 3 + } o �� o w+ �S�co I^ F- o"? °000 o °o I� m0� Q ° >� w oLD rites (V CV Q Q ° Q �� I� cn W o� 3 i ++ ++ o0 00 �cn �mU�c„ `! z I I I I mi- °off a �g 2 1 1 i,a� U,)uN-> N I I L.w Ln cn ao in Ell) + + + y w FRENCH PARK LANE UNIT o� dd 12 SEE SHEET 2 W ; -� BANTER WAY (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 11 +51.00, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 376 374 - - - -- --- -- 372 0 0 370 - i. > 368 - o 7 - J J CN 7D M M M -j I M w w W L- 1 3661 --- o W W w-j o N w -..� J J M O 364 o a LL�44 1cj 362 - 1 669; 360 3r 358 - -- m 356 - - -- I 354 10 -_ - 376 374 kfp� N N F- BEARING LENGTH L2 - co 151.00' 370 J < J 90'00'00" STA. 10 +59.14, 15.0OLT. 10.00' D 4.20' 368 J J La.. I W O LL P.R.C. . xi O °° - N. m HIO E.C. -- -. 366 to W SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5- IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, af BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4' -0 ". 364 d d PROPOSED w EAST FLOWLINE W17 w N CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF - -- 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1' -0" WIDE 362 S= -0.39% GROOVING DETAIL. 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS APPROXIMATELY 3/4" SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 1/4" 9. �1/4" APPROXIMATE EXISTING ~0 I ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED + + - GROUND @ C.L 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS GROOVING DETAIL THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE 358 REQUIREMENTS IN THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" FROM THE GUTTER FLOWLINE. ~ � SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. I UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES Z I WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR 356 ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, 0.9" BASE CIA CURB RAMP CONSTRUCTION. 12 UNE TABLE LINE NO. BEARING LENGTH L2 N01'11'587E 151.00' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Q 25.00' STA. 10 +52.00, F.O.C. 25.00' 90'00'00" STA. 10 +59.14, 15.0OLT. 10.00' _39.27' 7.95' 4.20' 4534'23" STATIONING TABLE REF. NO. DESCRIPTION C.L STATION F.L. /F.O.C. STATION © B.C. -T.P. ELEV. 361.95 STA. 10 +52.00, 12.001-T. STA. 10 +52.00, F.O.C. 07 P.R.C. -T.P. ELEV. 362.02 STA. 10 +59.14, 15.0OLT. STA. 10 +59.95, F.O.C. ® E.C. -T.P. ELEV. 362.09 STA. 10 +66.28, 18.00LT. STA. 10 +67.90, F.O.C. 9� P.R.C. STA. 10 +59.14, 15.00RT. STA. 10+59.95, F.L. STA 10+67.90, F.L 10 E.C. STA. 10 +66.28, 18.00RT. A) 2% MAX� SIDEWALK °? SEE NOTES SEE 10 AND 11 NOTE 7 � cV - FRONT SIDEWALK 10% MAX �6666cfi-,-60,--,60� 00 10% MAX AT CURB 000000000000000000 AT CURB 0000000000 4' -0" MIN CASE A GUTTER FLOWLINE TOP OF RAMP 4' -0" MIN i SEE NOTE 9 ROUNDED 2 i-� 8.33% MAX % MAX SECTION A -A 4 O O O 1.67" TO 2.35" CENTER (o (�O DO TO CENTER SPACING O O 0 RAISED TRUNCATED DOME PATTERN (IN -LINE) DETECTABLE WARNING SURFACE SEE NOTE 10 EXPANSION JOINT AT SIDEWALKS. CONCRETE WALK, 6" WHERE OCCURS. ------- - - - - -- - - - FINISH GRADE N� NOTE: CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY 14' BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN CLASSIC 8930 DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO 8214TFP6 BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4' -0" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5- IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4' -0 ". 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1' -0" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS APPROXIMATELY 3/4" SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 1/4" 9. �1/4" MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED + + - 5 PERCENT WITHIN 4' -0" OF THE TOP AND BOTTOM OF THE CURB RAMP. 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS GROOVING DETAIL THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" FROM THE GUTTER FLOWLINE. _ 12. 0 SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. N 13. 0 45" o UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES TOP WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR D - T ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, 0.9" BASE CIA CURB RAMP CONSTRUCTION. 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON 9 0 WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON PROJECT PLANS. RAISED TRUNCATED DOME CURB RAMP - DETAIL "1" SCALE: NONE POUR ON COMPACTED SUBGRADE 9" ff PRIVATE STREET R =10' R =25' =1p' 15' PA co A.C. PAVEMENT -- I _ I Y J - I 3 0 I LOT SIDE u 5' SIDEWALK CL. 2 AGG.BASE 6 11' i DETAIL "2" 6" CONCRETE CURB DETAIL N.T.S. DETAIL "4" TYPICAL CORNER N. T. S. SINGLE FIXTURE STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE 14' FORT COLLINS CLASSIC 8930 8214TFP6 (SINGLE) 2.1 I 3 19" 19" RADIUS .IGHT BASE 6" SLAB SEE C.O.B. STD ST -14 (4) �/2" x 18" x 3" z ANCHOR BOLTS (4) #4 VERTICAL GR60 REBAR (4) #3 TIES 10" SPACING (4) 1/2" x 18" x 3" .4 ANCHOR BOLTS Y ANCHOR BOLT JT WITH MANUFACTURER DETAIL "3" STREET LIGHT PIER DESIGN N.T.S. LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: 1 F. L. FLOWLINE POVC POINT ON VERTICAL CURVE " " Q Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 3. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE R1 -1" -STOP W31(CA)' -END CURVE NUMBER FOR CURVE DESCRIPTION ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY "W14 -1" -DEAD END 10 FLOWLINE STATION -SEE TABLE O2 "R5 -1" - DO NOT ENTER "W14 -2" - NO OUTLET CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. REMOVE AND SALVAGE EXISTING W31(CA) BARRICADE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW ® ITEM OF WORK - SEE CONSTRUCTION NOTES FOR USE ELSEWHERE. O3 CONSTRUCT CASE "A" RAMP PER DETAIL "1" ON SHEET 3. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4 -7' - KEEP RIGHT "W1 -1" - CURVE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT NOTES: EC END CURVE Tc TOP OF CURB "R81(CA)" -BIKE LANE `W3 -3` - SIGNAL AHEAD PER C.O.B. STD. ST -4. ® AND 6" CURB FACE PER DETAIL "2" ON SHEET 3. 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS STORM DRAIN PLANS. OF VERTICAL CURVE FC FINISH CONCRETE PER C.0.6. STD. ST -4. O 3 SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. F.O.C. FACE OF CURB A.P. ANGLE POINT " �D STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B A.C. P/L PROPERTY LINE c/G CURB &GUTTER f- PIPE SIZE © SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER 8'S- UTILITY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. S =SEWER D =DRAIN CONSTRUCT DRIVEWAY FOR LOT 7 OF UNIT 11 WITH UNIT 12. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS EXISTING SURVEY MONUMENT SEWER -REFER TO SEWER &STORM DRAIN PLANS SECTION DESIGNATION: PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. _ _ _ _ _ p` CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 2 CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION '_. FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER DETAIL 3 ON SHEET 4. UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN OF EXISTING STORM DRAIN LINE BEFORE CONSTRUCTION - -- - - - - -- PROPOSED SAWCUT LIMIT LINE AND NOTIFY ENGINEER FOR ANY DISCREPANCIES. 10 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14.