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9 LEGEND: GENERAL NOTES: IMPROVEMENTS S.D.R.S.D. NO. SYMBOL 1. All work shall be performed in accordance with the approved project plans and A V E NU E A.C. DIKE (TYPE A) G -5 -- - - - - -- specifications, the current Standard Specifications for Public Works Construction (Green Book), the San Diego Regional Standard Drawings and all applicable City of Encinitas codes A N L� CATCH BASIN (TYPE G) D -8 — and ordinances. 2. The Contractor shall design, construct and maintain all safety devices, including shoring STORM DRAIN PIPE D -60, G -24 - and barricading, and shall be solely responsible for conforming to all local, State and Federal PROJECT N 0 CMD95C CURB INLET (TYPE C) D -3 saf and health standards, laws and regulations. The Contractor is referred to Section 7 -10 of the Standard Specifications. o CLEANOUT Tempe A) EXCEPT AS D - 9 �O 3. Any Contractor performing work on the project shall familiarize himself with job site SHOWN FIELD REVISION IQ conditions and shall be solely responsible for any damage to existing facilities or CATCH BAS IN Type F D -7 �❑ improvements resulting directly or indirectly from his operations. The Contractor is referred BROW DITCH (Type A) D -75 c� to Section 7 -9 of the Standard Specifications. STRAIGHT HEADWALL D -30 NOTES: — — 4. Access for fire and other emergency vehicles shall be maintained a all times during TRAFFIC CONTROL — — project construction 5. The contractor shall maintain adequate dust control measures throught the duration of 1. Traffic control shall be in accordance with Section 7 -10 of the Standard Specifications, EXISTING project construction. Project site maintenance shall conform to Section 7 -8 of the Standard Special Provisions and Caltrans Manual of Traffic Controls for Construction and Specifications. Maintenance Work Zones (1985 Edition). SEWER LINE 6. All distances and dimensions shown on the plans are in a horizontal plane unless WATER LINE otherwise noted. 2. The Contractor shall maintain traffic flow in both directions in conformance with Caltrans Standard Plan T -11, T -12 or T -13 during the working hours of 9:00 AM to 3:00 GAS LINE - 7. Any ground water encountered is to be intercepted and conveyed to a point of disposal PM, Monday through Friday. Unless otherwise authorized, no work that obstructs normal approved by the City Engineer. traffic flow will be allowed during the hours of 3:OOPM to 9:00 AM and at all times PROPERTY LINE 8. The contractor shall maintain a set of " As– Built" drawings on which oil changes or Saturdays, Sundays and legal holidays. When construction operations are not actively in MANHOLE variations in the work, including utilities, are tobe recorded. A copy of said "As– Built" progress the Contractor shall maintain all traveled lanes of the roadway. drawings shall be provided to he City of Encinitas when requested EXISTING WALL 3. Access to private property shall be maintained at all times. 9. All street pavement damaged during construction shall be removed and replaced to the 4. All travel lanes will be a minimum of 12' wide unless otherwise shown. EXISTING TREE satisfaction of the City Engineer, at the Contractor's expense. 5. Pedestrian flow will not be disturbed unless otherwise shown. 10. Material or debris shall not be stored or remain in the public right –of –way without prior 6. Trench plates to be provided with skid resistant surface. approval by the City Engineer. 7. The Contractor shall notify all adjacent property owners of the proposed work and 11. Haul routes shall be provided by the contractor and reviewed by the City Engineer possible traffic detours at least 72 hours prior to commencing work. before the "Notice to Proceed" is issued. 12 Occupational Safety a Health Administration (OSHA) Note : The contractor is required to obtain a permit from OSHA prior to commencing construction of trenches or EROSION CONTROL NOTES excavations which are 5 feet or deeper and into which a person is required to descend. 13, The structural section shall be in accordance with the City of Encinitas standards and as 1. Silt Fence shown on plan shall be in place prior to start approved by the City Engineer. of work and shall remain throughout construction. 2. All necessary materials shall be stockpiled on site through construction at convenient locations to faciliate rapid construction of temporary devices when rain is imminent. stock pile shall consist of a minimum of 50 gravel bags. UTILITY NOTES: 1. The existence and location of underground utilities or structures shown on these plans -g, 0- O�� was determined from a search of available public records. The Contractor's attention is Z�c 2 G' O directed to the possible existence of underground facilities not known or in a location N 2� �0 IFS o different from that shown on the plans. The Contractor shall determine the location and depth of all utilities, including service connections, that may affect or be affected by his operations and shall take adequate measures to protect the underground utilities shown on the / plans and those facilities encountered during construction but not shown on the plans. D SI TE \ V K 2. Before excavating, the Contractor shall verify the location of existing underground utilities by contacting each of the following 48 hours prior to commencing work: s Y Underground Service Alert( USA) ..................(800)422 -4133 Gas & Electric: S.D.G.&E ......... ..........................(USA) PACIFIC Telephone: Pacific Bell ............. ..........................(USA) Water. San Dieguito Water District ...................(USA) Sewer. Cardiff Sanitation District .....................(USA) Cable Television: Dimension .... ..........................(USA) OCEAN 3. The Contractor shall verify the location of all existing facilities (below and above _ _ ground) within the project site sufficiently ahead of the construction to permit the revision of SAN L LIJO LAGOON the construction plans if it is found that actual locations are in conflict with the proposed work. This work shall be at the Contractor's expense. 4. Existing utilities in conflict with the proposed work shall be removed, relocated or adjusted by their respective owners unless otherwise specified. The Contractor is referred to Section 5 of the Standard Specifications. 5. The Contractor shall maintain the service of all existing water and sewer utilities during construction. The Contractor shall be responsible for any damage to existing water and sewer mains during construction, and shall have sufficient pipeline materials and equipment on site to immediately repair any damage to existing mains. 6. All underground utilities within the street shall be constructed, connected and tested prior to construction of curb, gutter, sidewalk paving and sealing of pavement. AS -BUILT D V I C I N I T Y M A P N TS WATER NOTES: 1. Water meters to be installed according to San Dieguito Water District rules, regulations and specifications. 2. Water facilities to be installed prior to the public street improvements being GRE6 SHlfg completed. adb9 RCE *0 DATE �pFESS /pN LJ -- F2186Q Z LJ 0 Z r <� Z LJ LJ �C�Z lD (= O REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N ❑, w Q I AS -BUILT PERMIT 4742 CN 02 -2496 COUNTY OF SAN DIEGO BENCH MARK 'OC 136 REC ❑MM�N ED APP VED STANDARD DISK ALONG HIGHVAYI01 ON BRIDGE HORMONAL AS SHOWN o NO. A78 -BI CROSSING SAN ELIJO LAGOON IN BY. BY. SAN ELIJ❑ AVE DRAINAGE [1[112-DI ELEV C ONC . .793 WALL. VERTICAL AS SHOWN DATE: 5 -H -0 DATE: C- It' -46 TITLE SHEET 0 R.C,E. / D 7 R.C.E. '° t— WORK PROJECT N❑. CMD95C SHEET 1 ❑F 3 v STORM DRAIN DATA ITEM BEARING /DELTA LENGTH RADIUS REMARKS 10 N 6d21'50" E 43,99' 18' RCP 1350 -D \ s�;" w y' ✓° O N 6d21'50" E 7.18' 18' RCP 1350 -D , m O3 = 25d36'48" 40,23' 90.00' 24' RCP 1350 -D 4 2 /�j \ ❑ SCALE: 1" = 20' 9 ° N w ® N 73d39'44" E 7,48' 24' RCP 1350 -D = 33d42'46" 35.30' 60.00' 24' RCP 1350 -D O ex TE U DTO rIT /,v r1EC0 f © � �N 81d'17 r8" 31,49' 18' RCP 1350 -D r PM xe s .- s,' Q N 30d25'46 0 10 20 40 FEET w 0 Hoafi roFiriv 205.91' 24' RCP 1350 -D 0 DE �� °o a F - v 4 P ' N 15d0951" N T.S. F O W - k Lo c� ® 16.04 24' RCP 1350 - D o o T W �' i a` \o 3z 10, Q9 N 65d56'52" W 24,55' 18' RCP 1350 -D P✓C SOR -35 a : �a ° e v J ` // � / Ll Of 5 / a * 5d BEVEL ONE END zj uo Z WO �� n ° I z i * * 5d BEVEL ONE END w O ti o t, 'b' w SEE PROFILE FOR ADDITIONAL BEVEL CONDITIONS �J \, ^ �Q N +. _ 41 ' , a o q ? vl J F . `! z Z O ? ti�W �❑ ¢ a� l c''1Q aoc�op Of W Q� k /; 5 w J LL d 1 NOTES W1�.�y ~1 �o °� J C7 W -i k W ti� s �i J a� : r. U) (7) In � a J V) RI h • /' / ,' =e� W t� y M 1� CONTRACTOR TO COORDINATE BRACING OF POLE I ❑ O L br o aD o; " u P N ? U o p N (1) 2 WITH SDGdrE. 0 2 >> I �a o o z m z w } - M r r / p p0 OD:0Z q v- A ' \ h ..o � s : cy �.,? :a �/ W WO Q O F W � L0 Obi \0 LLJ (7) ♦_ F - I � - kr Z sl�� + - 0_' Q Q N LAj Of O Q 0 N Lid GAS LINE TO BE RELOCATED BY OTHERS(SDG&E). v ia r, '1 I0 { F UJZ 3 �F o rn � o - u � N � Rl � POTHOLE TO VERIFY LOCATION OF WATER LINE PRIOR TO CONSTRUCTION. 7 v „ Q o \ .Y' . .� w ♦-Y r - V <YWQ ' CD v1 a Q U LL, U v W aO r>W z o Ill r I lU I In IfJ Z_ j J J J Q -�" _ r `rY F W' Z_ Q� JCL k I Q r s '-❑ ri Z U IQ LLJ F � N S L,_ C T UY W (�` J 3? �\i 3 Z d O Q Y � _� \ \ \ .� ,, \l \ , Q L O ...� Q T I r u` ` \ :c U V V J - \ ..,.5' Y fL O + r- Q li O R \' z X N U - Z CD O J O Z J ' i 2 P (n m O F- N z a Z \ n / _ .I, BSI �O l� i tr z W h c� r- - �. 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A A I�' -J 3 a. o A \ CL ,� \ - RI Ill Wn1 O L O 1 '\ a a O FAO s _ r \ F S ` t P � R 0fESS /0N -' \ \ �o� Q • ARCy� F C ' w z CE21869 A �* Z 0 IV1� �� \Q W 0 Z W W -- �-q ry Z L7 A O REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING ND. W Q AS-BUILT 1.20 PERMIT 4742 CN -24-96 COUNTY OF SAN DIEGO BENCH MARK 'OC 136 REC ❑MM NDED APP ❑ j c� STANDARD DISK ALONG HIGHWAYI01 ON BRIDGE HDRIZDNAL " =20 $Y N' BY o NO. A79-31 CROSSING SAN ELIJO LAGOON IN a NE COW.7WING WALL. SAN E L I J O AVE. DRAINAGE 1111 n VERTICAL DAT DATE: S-0-44 PLAN ° o N R.C.E. (��� R,C,E, WORK PROJECT N❑, CMD95C SHEET 2 ❑F 3 NoText