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7223 PLANS FOR THE CONSTRUCTION OF STREET AND SIDEWALK IMPROVEMENTS BIRMINGHAM DRIVE CITY OF ENCINITAS d CMS - 01 E EROSION CONTROL NOTES SHEET INDEX GENERAL NOTES c� 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE SHEET 1 TITLE SHEET 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT EROSION CONTROL DEVICES AS NECESSARY. SHEET 2 FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. 2. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON SITE AND TO THRU PLAN AND PROFILE 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL SHEET 5 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL BE INSTALLED WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 3. ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE AT THE END OF 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 4. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER PRECIPITATION EXCEEDING PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES ONE-QUARTER (1/4) INCH IN ANY 12-HOUR PERIOD, OR UPON DIRECTION OF THE CITY TO PROTECT ANY EXISTING FACILITY MOWN HEREON AND ANY WHICH IS NOT OF RECORD ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND DESILTING BASINS, OR NOT SHOWN ON THESE PLANS. BASINS PUMPED DRY AND OTHERWISE RESTORED TO THE ORIGINAL DESIGN CONDITION. 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE 5. PAVED STREETS. SIDEWALKS AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND AND CLEAN CONDITION, FREE AND LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH, STREET FACILITIES PRIOR TO THE START OF ANY WORK WHICH CROSS NEW STORM DRAIN PIPE SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL NOT BE USED TO CLEAN STREETS PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. OR OTHER MECHANICAL MEANS. S71 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO 6. STAND-BY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK DURING STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH RAINSTORMS w COMPANY REPRESENTATIVES. LEUCADIA 7. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED PALNS, BLVD z NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE UNDERGROUND INSTALLATIONS'. FOR LOCATION OF ELECTRICAL RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION y Q S p CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE CONTROL MEASURES WHEN RAIN IS IMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE A Z 9�j q2p SAN DIEGO GAS & ELECTRIC COMPANY. AT ALL 71MES DURING THE RIANY SEASON. TELEPHONE: (800) 422-4133 s < ) 8. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO O <y ° O B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. Z NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 9. ALL EROSION CONTROL PLANS MUST PROVIDE A 24-HOUR TELEPHONE NUMBER AND THE NAME(S) S21 TELEPHONE: (619) 546-3606 OF THE PERSON(S) RESPONSABLE FOR EMERGENCY WORK. A TELEPHONE ANSWERING MACHINE n `s C.THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK OR ANSWERING SERVICE IS UNACCEPTABLE. _ ENG\tCNN`' NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. w NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN S9 THE PROJECT AREA TELEPHONE: (760) 633-2709. ENCINITAS B�2�j D.THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK �'i NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. TRAFFIC CONTROL N 0 TE S 9S NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES SANTA FE DR. y Pqy CONTACT COX CABLE TELEVISION COMPANY. 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7-10 OF THE STANDARD gyrgpyp TELEPHONE: (800) 422-4133 SPECIFICATIONS, SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR N CONSTRUCTION AND MAINTENANCE WORK ZONES (1985 EDITION). v2 RQ 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY INSPECTOR. 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE v o WITH CALTRANS STANDARD PLAN T-11, T-12 OF T-13 DURING THE WORKING HOURS OF 9:00 p g S9 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC y a w WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO AM TO 3:00 PM, MONDAY THROUGH FRIDAY. UNLESS OTHERWISED AUTHORIZED, NO WORK THAT BIRMINGHAM THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ADOPTED BY THE SAN DIEGO OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 9:00 AU AND A OPERATIONS L TIME ARE NOT YSC SUNDAYS PROGRESS LEGAL HE CONTRACTOR WHEN TO -$ DRIVE w P� ZP REGIONAL STANDARDS COMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), a G AND THE SPECIAL PROVISIONS FOR THIS PROJECT. MAINTAIN ALL TRAVELED LANES OF THE ROADWAY. 0 z , 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Vi 9. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED SHALL BE y 5 Ei SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE Z � VICINITY MAP PUBLIC RIGHT-OF-WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY 4. ALL TRAVEL LANES WALL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. PSG THE CONTRACTOR. 5. PEDESTRIAN FLOW WALL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. P NO SCALE 10. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR APPROVAL 6. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. SAN OF THE CITY. 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS OF THE PROPOSED ELIJO 11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. LAGOO OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A r 8. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES �~ S21 LICENSED LAND SURVEYOR.PROJECT DURING PROJECT CONSTRUCTION. 12. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE-CONSTUCTION MEETING LOCATION AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEEETING. CALL 1-760-633-2770. 13. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHT THE DURATION OF PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7-8 OF THE LEGEND 14. STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS-BUILT" DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID 'AS-BUILT' PROPOSED FEATURES DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. 15. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT-OF-WAY WITHOUT •` - °� - •% CONCRETE SIDEWALK PER SDRSD G-3 & G-7 APPROVAL BY THE CITY ENGINEER. � 16. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OR EXCAVATIONS PEDESTRIAN RAMP TYPE 'A' PER SDRSD G-27 WHICH ARE 5 FEET OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. ABBREVIATIONS RETAINING WALL PER PER SDRSD C-3, C-4 & C-6 AC = ASPHALT CONCRETE BCR = BEGIN CURB RETURN PVMT = PAVEMENT ECR = END CURB RETURN TYPE 'B' CURB INLET PER SDRSD D-2 PCC = PORTLAND CEMENT CONCRETE (72.89) = EXISTING ELEVATION LEI LIP = GUTTER LIP PRC = POINT OF REVERSED CURVE X-GTR = CROSS GUTTER (R) = RADIAL BEARING cn DRAINAGE DITCH PER DETAIL EP = EDGE OF PAVEMENT VERT. = VERTICAL TC = TOP CURB HOR = HORIZONTAL FL FI_OWLI LINE SDRSD = SAN DIEGO REGIONAL CURB AND GUTTER PER SDRSD G-2 INV = PIPE INVERT STANDARD DRAWINGS TB = TOP OF BERM EXIST. = EXISTING BC = BEGIN CURB REQD. = REQUIRED CURB PER SDRSD G-1 EC = END CURVE PVC = POLYVINYL CHLORIDE PIPE CONCRETE DRIVE WAY PER SDRSD G-14A REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY I DRAWN BY I CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N®. PLANS PREPARED UNDER SUPERVISION OF RECOMMEND. 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F7 —PROTECT IN PLACE ® 20 THICK AC PAVEMENT (C2-AR4000).DEE2 AND OVERLAY WITH �g RELOCATE GRADE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED MEE BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. S c�i 1 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED !I PUBLIC IMPROVEMENT PLANS FOR: HORIZONTAL AS SHOWN DATE: �G BIRMINGHAM IMPROVEMENTS By: BY DRIVE 0043-SI \ '�UL� : VERTICAL AS SHOWN ENGINEER R.C.E. NO. ROD EE, IjCE N9. C 27517 LEROY BODAS, RCE f 0. C 22312 AS BUILT // /�O / EXP. TE: LT Z DATE: 41/� oZ WORK PROJECT NO. CMS-01 E SHEET 3 OF 5 - - __ - _ -.1-1 - - r ......_.. . ------a --._.... - -- - ----- _. __ - { + , - - -. 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AC PAVEMENT 2° DEEP AND OVERLAY WITH 2- THICK AC PAVEMENT (C2-AR4000). e REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. �' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDEBi APPROVED PUBLIC IMPROVEMENT PLANS FOR: HORIZONTAL AS SHOWN ! ,-�-, ,,, STREET IMPROVEMENTS DATE- '^ - BIRMINGHAM DRIVE 0043®SI BY: BY: VERTICAL AS SHOWN R.C.E. N0. ROD FREE. 0. C 27517 LEROY ODAS° RCE 0. C 22312 AS BUILT ENGINEER p /y EXP. ATE: I © �0 DATE: 4�9/!J'Z WORK PROJECT NO. 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DENSE TREES _r" 96 O+OO OOIRAHOUD M- x hi 98' +/ - ---___-- DO BIRIWINGHAM= I x B I M I N G AICI x ° / D R EVE 6G' + - DG.GG LAK 3229 10+00.00 DORA _.._.. _,_.X. ...- _x.. � x 3236 E TREES .100+00. .,y� ?ry I 10 R6 9' �5 N 3215 3248 00 3246 324.7 "^ -_ _ 3239 3238 - 3236 - 33.4 - x --- x x+€00 321 9 2 3 3 323 4 96�Y"00' 324 3 324 5 :,f24 r 324 98+00 324.6 324:4 ----L- �-- ._. ....-..x .. _I�$9- .4 - X - -- . -�..._x...... - - - x -� - -x O6" 3?4_ _ 00 x N89 44' E _ 99 o W 94+94.19 ECR-18'RT. m 99+33.26 BC T. W _ K OF EXIST CURB m o - - x 24 4BACK SIDEWALK EX ST R8 -4' MIN 5 LL 4 5' ❑ 3 4 i JOIN SIDEWALK TO 4 v 96+44.16 BCC�B RT._ 97+54.16 ECR- 8'RT. 2 324 2 'n 2 ! X22 7 32, 13 2 32 3 � v. _ C3 45 � x 3235 x - x x � Z t 4 �2 5 4.5' �®AC ,. 13 C2 32 .4 x � 0 5 � 320.5 v A r x 324-y x CLEAR NCE o x i 32" INSTALL DRAIN CLEAN T p a _- J. a o x C1 _ .� .7 .._ - -- - --- - 26 - - 10 X x241 1 1 w o - o _ -�_ _ . >. 7-:7-4. - - - - - FN - .� - _ to ° - - v_ ]7 �• .c, =-y Y-a'--T 'r " :rti 1 . ,a "-1, - -ad - ,fa ♦- ♦� r< - ° - - -- - -. =Ja. _ a - -"...c-- ,-C., m _ .'"=♦.l . -� - _ 1•.,. - CONS d. ♦ ` .`�1' �.i75 5 d 9 SINEETGN NAM _ A --- 7. 1 1 -. -- i X -, _ ., -- i J - _ �O ii �.9 TO , E 14 ` .,, ,-� -„ � . y, s CTF6UN1�- -� SIt�1 _ _ � 3 - e - } : - __._ i-, i._r... .T, a,.'.�.... .�„n ...,...s .,..., n,s....f..x�.•,,,..<..,.�.✓,�+ _-_ - C E !`•.gy' ., „-,.,,..t�,l. 1 �1 3276 8 GAS V. cROUNO 1 { WALL , `x.1- 13 _ OBSCURED BY -f x- p. __ X j X MP 1 27.4 -.k6 mr__ DENSE TREES _ ? MODIFIED BED. 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I x I d'm I - I ( x ADD 15 WALK x ( x J25, y X 321.7 , ..-.% z o> < / ,/- -I r ,i °SI E73.7 9 ��� 322 .,'123 x. � CONSTRUCTION NOTES DISPOSITION NOTES 1Q CONSTRUCT TYPE 'G' CURB AND GUTTER PER SDRSD G-2 1l REMOVE EXISTING CURB & GUTTER O2 - CONSTRUCT SIDEWALK PER SDRSD G-7 �REMOVE EXISTING SIDEWALK Q7 CONSTRUCT TYPE '6' MASONRY RETAINING WALL PER SDRSD C-6. E3 -REMOVE EXISTING AC PAVEMENT WITH LIGHT TAN SPLIT FACE BLOCK �SAWCUT EXISTING AC PAVEMENT CURVE TABLE CONTRUCT 13 ®- CONTRUCT 40 AC PAVEMENT DRIVEWAY( CPE SD ID G-14 R 8" CLASS II BASE. ❑5 FE]- AND JOIN EXISTING IMPROVEMENTS O DELTA RADIUS LENGTH 6 REMOVE EXISTING AC BERM 14 COLD PLANE EXIST. AC PAVEMENT 2" DEEP AND OVERLAY WITH ❑ PROTECT IN PLACE Cl 84'05'46" 37.00° 54.31' 9__ 2" THICK AC PAVEMENT (C2-AR4000).®A ®-ADJUST TO GRADE C2 9000'00" 37.00° 58.12° Q RELOCATE C3 84'50'37" 37.00° 54.79' 15 CONTRUCT SPECIAL PEDESTRIAN RAMP PER ® 10 RELOCATE EXISTING FENCE BEHIND C4 90'45'40" 37.00' 58.61° CD 5 PROPOSED SIDEWALK F91 -REMOVE EXISTING TREE REVISIONS APPROVED D REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY TE R ER FREE APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. s (30((7- 70" PLANS PREPARED UNDER SUPERVISION OF REC ND APPROVED PUBLIC IMPROVEMENT PLANS FOR: HORIZONTAL AS SHOWN STREET IMPROVEMENTS DATE: � .._..- BIRMINGHAM DRIVE ®043-SI BY: BY: e VERTICAL AS SHOWN R.C.E. N0. ROD jj�EIO. C 27517 LEROY B DAS, RC NO C 22312 AS BUILT ENGINEER EXP, ATE: Z DATE: ¢ T DZ WORK PROJECT NO. CMS-01E SHEET 5 OF 5