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2012-94 SI (Plans)m w L w 0 0 m LL O N n r m N / O O N f N m / 0 N � f w �m ®r o �o s n �wm w� ._ J O LL Prepared by: CONFORMED DRAWINGS ommf 1 , � 91C CONTRACT CIP T•YLININTERNATIONAL 404 CAMINO DEI RIO SOUTH, SUITE 700 SAN DIEGO, CA 92108 (619) 692 -1920 www.tylin.com - 1143800 Prepared for: San Diego's Regional Planning Agency N C T D AS BUILT CORRECTIONS BY C CONTRACT NO. 1143800 DATE:7M�4#2&& JANUARY 2012 0 0 C13 -- ..,4E- 0 w a m 3 VULCAN AVENUE 0 0 DEL NORTE SISKIYOU MODOC os 20 I`1 N TRINITY SHASTA LASSEN Q h m 07 -23 H BOLDT 2010 ma TEHAMA J. Tognoli 2011 PLUMAS 07 -23 J. LaHaye GLENN WTTE SIERRA mp ME DOCINO p NEYAD OLUSA m PLACER LAKE s EL DORADO P OLD A AP � LPI! S�LAN S•F w ^� •• ° IN CON A Sp�9 a' TUOLUMNE MONO CONFORMED OST OpOJ SAN FRANCISCO D S�,PJ ARIPOS o m SAN MAT 0 SANTA Sal NO. CLARA MERGED �Pp : W °- �oLL SANTA CRUZ SAN ENT FRESNO INYO TULARE MONTEREY KINGS SAN LUIS OBISPO KERN SAN BERNARDINO SANTA BARBARA OS ANGELE ENTUR 4� RIVERSIDE 0 AI GE U SAN DIEGO IMPERIAL ° PROJECT SITE 0 LL LOCATION MAP ° C O N os 20 � ^1 2011 Q h m 07 -23 I. Martin 2010 ma 05 -20 J. Tognoli 2011 o. 07 -23 J. LaHaye 2010 mp 0 w ^� •• ° 00 1/12/12 CONFORMED ems o m L L 0 m NO. : W °- �oLL SANTA I m ae m i LLI L` LIJ Q? H- zo a m FE DRIVE PEDESTRIAN UNDERPASS • , CITY OF ENCINITAS NEW 8" AC DIKE INSTALLED BY CITY CONTRACTOR --, I Qgar���IoN4� �wP�,v Fs 1'YLININTERNATIONAL 04 CAMIND DEI BID SOMTH, SUITE 700 SAN DIEG% CA SM Q5286� IM JL JL ITMB, 692-920 Mwr. +y0n°om * ° Exp 12 -31 -2012 �� +TF CIVIL oPp`p BY CHK APRV N C T D OF CAL-0 SAN ELIJO AVENUE 000 o NEW 8" AC DIKE INSTALLED BY CITY CONTRACTOR HIGHWAY 101 DESIGNED BY os 20 J. LaHaye 2011 DRAWN BY 07 -23 I. Martin 2010 CHECKED BY 05 -20 J. Tognoli 2011 PRJ. ENG. 07 -23 J. LaHaye 2010 z NO SCALE NEW CATCH BASIN INSTALLED BY CITY CONTRACTOR NOTE: ' Y NOT PART OF THIS CONTRACT San Diego's Regional Planning Agency I NOTE: lr NOT PART OF THIS CONTRACT LOS ANGELES AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: NEW 8" AC DIKE INSTALLED BY CITY CONTRACTOR 0 HUNTINGTON BEACH SAN CLEMENTE OCEANSIDE PROJECT SITE SAN DIEGO PACIFIC OCEAN VICINITY MAP SANTA FE DRIVE PEDESTRIAN UNDERPASS TITLE SHEET FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES A N SAN BERNARDINO SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO G -01 1 0 1 2 3 009.3 -.sue I 0 0 C 0 C 0 a�a �C C o 0) a� m I' m0') LL� o o� 0 m o c� � U m m •4% 00 L f b LL g O 5 ems ; C: 0 a 0 w moo. - a ° °' N0. �mm- 3SLL ti 1. Standard Specifications Dated May 2006, State of California, Department of Transportation. 2. Special Provisions for the construction of this project. 3. All work shall be done in accordance with the standard specifications for public works construction (2006 edition), the San Diego Standard Special Provisions to the Standard Specifications for Public Works Construction (adopted by the San Diego regional standards comittee), the San Diego Regional Standard Drawings (August 2009 edition), Caltrans Standard Plans and Standard Specifications (May 2006 edition), and the special provisions for this project. 1/12/12 1 CONFORMED MEN OEM TYLININTERNATIONAL ((.E 404 CAW O D9 100 SOUTK SURE 700 SAN DIEGO, CA 9908 (firm 692 -1920 M -tym A GENERAL ABBREVIATIONS STRUCTURE ABBREVIATIONS 05 -20 2011 DRAWN BY AC ASPHALT CONCRETE Abut ABUTMENT 2010 6 1 * & AND BB BEGIN BRIDGE 2011 CIVIL e��p OF CALI* @1 AT BW BACK OF WALL 2010 ASTM AMERICAN SOCIETY FOR CIDH CAST -IN- DRILLED -HOLE LS TOTAL LENGTH OF SPIRAL TESTING & MATERIALS EXIST ELECTRICAL E ASPH. ASPHALT CONCRETE PAVING Clr CLEAR AVE AVENUE Conc CONCRETE BEG BEGIN Dia DIAMETER BNSF BURLINGTON NORTHERN Ea EACH Ea SUPERELEVATION SANTA FE RAILWAY EB END BRIDGE CB CATCH BASIN Elev ELEVATION AS B U I LT CL, CENTERLINE GaIv GALVANIZED CLR CLEAR, CLEARANCE Horiz HORIZONTAL CORRECTIONS BY CONC. CONCRETE INV INVERT CONTRACT NO. 1143800 DC DEGREE OF CURVE Min MINIMUM DIA., 0 DIAMETER 4" PCC SIDEWALK Y DATE: ELEV ELEVATION O.G. ORIGINAL GROUND EOP EDGE OF PAVEMENT R/W RIGHT OF WAY EQ EQUAL, EQUATION SPPWC STANDARD PLANS FOR ET END OF TRACK PUBLIC WORKS CONSTRUCTION EXIST. EXISTING Symm SYMMETRICAL NDS 12 "X12" CATCH BASIN FG FINISHED GRADE TF TOP OF FOOTING BROOKS 24 "X24" CATCH BASIN o FL FLOW LINE TR TOP OF RAIL RETAINING WALL HP HIGH PRESSURE TW TOP OF WALL CONCRETE CROSS- GUTTER ---- - - - - -- C HPGL HIGH PRESSURE GAS LINE Typ TYPICAL +- HORIZ HORIZONTAL NO. TITLE DRAWING NO. U LOD LIMITS OF DISTURBANCE 29. GENERAL PLAN S -01 - MAX MAXIMUM 30. FOUNDATION PLAN S -02 3. MBGR METAL BEAM GUARD RAILING 31. GENERAL LAYOUT S -03 N MIN MINIMUM 32. ABUTMENT LAYOUT S -04 5. ML MAINLINE 33. BENT LAYOUT S -05 6. NCTD NORTH COUNTY TRANSIT DISTRICT 34. TYPICAL SECTION S -06 7. NO.,# NUMBER 35. PRECAST CONCRETE NOTES S -07 8. NTS NOT TO SCALE 35.1 BALLAST RETAINER DETAILS S -07.1 9. PROP PROPOSED 36. PRECAST /PRESTRESSED CONCRETE NOTES S -08 a R/W RIGHT OF WAY 37. END CAP DETAILS S -09 o SANDAG SAN DIEGO ASSOCIATION OF GOVERNMENTS 38. PILE CAP DETAILS S -10 11. SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS 39. GIRDER SLAB AND REINFORCEMENT S -11 11 R1. STA STATION 40. DECK PLATE STEEL DETAILS S -12 12. STD STANDARD 41. DECK DRAINAGE AND WATERPROOFING DETAILS S -13 12R1. SYMM SYMMETRICAL 42. SLOPE PAVING DETAILS S -14 13. TYP TYPICAL 43. LOG OF TEST BORINGS NO.1 LTB -01 14. V VELOCITY 44. LOG OF TEST BORINGS NO.2 LTB -02 15. VERT VERTICAL 45. LOG OF TEST BORINGS NO.3 LTB -03 16. GRADING PLAN NO. 1 GP -01 46. LANDSCAPE CONSTRUCTION LEGEND AND PLAN LC -01 0 REVISED GRADING PLAN NO. 1 GP -01.1 47. LANDSCAPE CONSTRUCTION DETAILS LC -02 17. STANDARD PLANS AND SPECIFICATIONS 48. LANDSCAPE CONSTRUCTION DETAILS LC -03 0 REVISED GRADING PLAN NO. 2 GP -02.1 49. LANDSCAPE CONSTRUCTION DETAILS AND SECTIONS LC -04 I 0 0 C 0 C 0 a�a �C C o 0) a� m I' m0') LL� o o� 0 m o c� � U m m •4% 00 L f b LL g O 5 ems ; C: 0 a 0 w moo. - a ° °' N0. �mm- 3SLL ti 1. Standard Specifications Dated May 2006, State of California, Department of Transportation. 2. Special Provisions for the construction of this project. 3. All work shall be done in accordance with the standard specifications for public works construction (2006 edition), the San Diego Standard Special Provisions to the Standard Specifications for Public Works Construction (adopted by the San Diego regional standards comittee), the San Diego Regional Standard Drawings (August 2009 edition), Caltrans Standard Plans and Standard Specifications (May 2006 edition), and the special provisions for this project. 1/12/12 1 CONFORMED MEN OEM TYLININTERNATIONAL ((.E 404 CAW O D9 100 SOUTK SURE 700 SAN DIEGO, CA 9908 (firm 692 -1920 M -tym A San Diego's Regional Planning Agency SANTA FE DRIVE PEDESTRIAN UNDERPASS GENERAL NOTES NO. 1 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. G -02 2 0 1 2 3 009,;3_5z TRACK ABBREVIATIONS UAIL ROFESS ZOAf, Fti LEGEND 05 -20 2011 DRAWN BY HORIZONTAL °. m I. Martin 2010 6 1 * CHECKED BY 05 -20 P 9 -30 -2012 EXIST CABLE TELEVISION LINE CTV- - - 2011 CIVIL e��p OF CALI* CENTRAL ANGLE OF CIRCULAR CURVE 07 -23 EXIST WATER LINE - - -W - -- 2010 DC DEGREE OF CURVE EXIST SEWER LINE - - -- S - - -- LS TOTAL LENGTH OF SPIRAL EXIST ELECTRICAL E PC POINT OF CIRCULAR CURVE EXIST TELEPHONE T PCC POINT OF COMPOUND CURVE EXIST GAS MAIN c PRC POINT OF REVERSING CURVE EXIST STORM DRAIN ====== SD = = = = == PT POINT OF TANGENCY EXIST FIBER OPTIC Flo Ea SUPERELEVATION EXIST CONTOURS 195 BC BEGIN CURVE EC END CURVE EXIST RIGHT -OF -WAY LINE PROPOSED AS B U I LT GRAADEEDSSLOPESOURS Y y6� Y VERTICAL PROPOSED SPOT ELEVATIONS 65 CORRECTIONS BY X" PCC PED. WALKWAY OVER CONTRACT NO. 1143800 VC VERTICAL CURVE X" CLASS II BASE BVC BEGIN VERTICAL CURVE 4" PCC SIDEWALK Y DATE: EVC END VERTICAL CURVE k 4 PVI POINT OF VERTICAL INTERSECTION TYPE "A" CURB RAMP MUM LVC LENGTH OF VERTICAL CURVE X" RCP STORM DRAIN = _________ TYPE 'A4' CLEANOUT ❑o NDS 12 "X12" CATCH BASIN BROOKS 24 "X24" CATCH BASIN o RETAINING WALL CONCRETE CROSS- GUTTER ---- - - - - -- SHEET INDEX NO. TITLE DRAWING NO. NO. TITLE DRAWING NO. 1. TITLE SHEET G -01 29. GENERAL PLAN S -01 2. GENERAL NOTES NO. 1 G -02 30. FOUNDATION PLAN S -02 3. GENERAL NOTES NO. 2 G -03 31. GENERAL LAYOUT S -03 4. GENERAL NOTES NO. 3 G -04 32. ABUTMENT LAYOUT S -04 5. GENERAL NOTES NO. 4 G -05 33. BENT LAYOUT S -05 6. GENERAL NOTES NO. 5 G -06 34. TYPICAL SECTION S -06 7. SURVEY CONTROL SC -01 35. PRECAST CONCRETE NOTES S -07 8. TYPICAL SECTIONS AND DETAILS XS -01 35.1 BALLAST RETAINER DETAILS S -07.1 9. TYPICAL SECTIONS AND DETAILS XS -02 36. PRECAST /PRESTRESSED CONCRETE NOTES S -08 9S. PROTECTION SLAB DETAILS XS -02S 37. END CAP DETAILS S -09 10. DEMOLITION SHEET DM -01 38. PILE CAP DETAILS S -10 11. IMPROVEMENT PLAN T -01 39. GIRDER SLAB AND REINFORCEMENT S -11 11 R1. IMPROVEMENT PLAN T -01.1 40. DECK PLATE STEEL DETAILS S -12 12. IMPROVEMENT PROFILES T -02 41. DECK DRAINAGE AND WATERPROOFING DETAILS S -13 12R1. REVISED IMPROVEMENT PROFILES T -02.1 42. SLOPE PAVING DETAILS S -14 13. IMPROVEMENT PLAN - BLOW UP T -03 43. LOG OF TEST BORINGS NO.1 LTB -01 14. HORIZONTAL CONTROL PLAN T -04 44. LOG OF TEST BORINGS NO.2 LTB -02 15. HORIZONTAL CONTROL PLAN T -05 45. LOG OF TEST BORINGS NO.3 LTB -03 16. GRADING PLAN NO. 1 GP -01 46. LANDSCAPE CONSTRUCTION LEGEND AND PLAN LC -01 161111. REVISED GRADING PLAN NO. 1 GP -01.1 47. LANDSCAPE CONSTRUCTION DETAILS LC -02 17. GRADING PLAN NO. 2 GP -02 48. LANDSCAPE CONSTRUCTION DETAILS LC -03 17R1. REVISED GRADING PLAN NO. 2 GP -02.1 49. LANDSCAPE CONSTRUCTION DETAILS AND SECTIONS LC -04 17S REVISED GRADING PLAN NO. 2 GP -02S 50. LANDSCAPE IRRIGATION TITLE SHEET LI -01 18. GRADING PLAN NO. 3 GP -03 51. LANDSCAPE IRRIGATION LEGEND AND PLAN LI -02 18A. GRADING PLAN NO.4 GP -04 52. LANDSCAPE IRRIGATION NOTES LI -03 19. TEMPORARY EROSION CONTROL PLAN SW -01 53. LANDSCAPE IRRIGATION DETAILS LI -04 20. TEMPORARY EROSION CONTROL PLAN SW -02 54. LANDSCAPE IRRIGATION DETAILS LI -05 21. DRAINAGE PLAN AND PROFILE DPP -01 55. LANDSCAPE IRRIGATION DETAILS LI -06 22. DRAINAGE PLAN AND PROFILE DPP -02 56. LANDSCAPE PLANTING PLAN AND LEGEND LP -01 22R. REVISED DRAINAGE PLAN AND PROFILE DPP -02.1 57. LANDSCAPE PLANTING NOTES AND DETAILS LP -02 23. RAIL PLAN AND PROFILE EXISTING MAINLINE 1 PP -01 58. ELECTRICAL LEGEND AND SYMBOLS E -01 24. RAIL PLAN AND PROFILE EXISTING MAINLINE 2 PP -02 59. ELECTRICAL SITE PLAN E -02 25. RETAINING WALL LAYOUT RW -01 59R. REVISED ELECTRICAL SITE PLAN E -02.1 26. RETAINING WALL LAYOUT RW -02 60. ELECTRICAL DETAILS E -03 27. RETAINING WALL ELEVATIONS RW -03 61. ADDITIONAL ELECTRICAL DETAILS E -04 28. RETAINING WALL ELEVATIONS RW -04 62. PEDESTRIAN CROSSING AND SIGNAL PLAN PC -01 62R. PEDESTRIAN CROSSING AND SIGNAL PLAN PC -01R 63. PEDESTRIAN CROSSING AND SIGNAL PLAN PC -02 64. STRIPING PLAN SP -01 65. ELECTRICAL POINT OF SERVICE SITE PLAN U -01 66. PAVEMENT DELINEATION AND SIGN PLAN SP -01R San Diego's Regional Planning Agency SANTA FE DRIVE PEDESTRIAN UNDERPASS GENERAL NOTES NO. 1 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. G -02 2 0 1 2 3 009,;3_5z DESIGNED BY UAIL ROFESS ZOAf, Fti J. LaHa a y 05 -20 2011 DRAWN BY 07 -23 °. m I. Martin 2010 6 1 * CHECKED BY 05 -20 P 9 -30 -2012 H. Peng 2011 CIVIL e��p OF CALI* PRT ENG. 07 -23 J. LaHaye 2010 San Diego's Regional Planning Agency SANTA FE DRIVE PEDESTRIAN UNDERPASS GENERAL NOTES NO. 1 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. G -02 2 0 1 2 3 009,;3_5z N O m 0 n LL t O N E Q h W Q. ..a o� m m i 0 m J U � m ®r o �.a Imo Wit.• mom ^LLa C � 0 m NOTES 1. All construction shall be coordinated through the Engineer, and with the various companies and agencies who may be affected by this work. A l l required permits as needed for the work shall be obtained by the Contractor. 2 . A l l safety codes, regulations and specifications shall be complied with for the duration of the contract. 3 . Any and a l l repairs to damaged materials or facilities intended to remain in place sha I I be made as directed by the Engineer at the Contractor's sole expense. 4. Any missing mater i a l shall be the responsibility of the Contractor. 5. Quantities are based on the lines and dimensions shown on the plans and shall be verified by the Contractor. 6. Written dimensions take precedence over scale. 7. Possible on -site construction during the execution of the work by utilities, cities, or others may occur. Work shall be coordinated with these others so as not to interfere with their operations or delay the execution of the work. 8. Prior to commencing work, the Contractor shall coordinate with the Engineer to establish a maximum service d i srupt i on time and a maximum number of service disruptions. No such work shall commence without the Engineer's approval, and any work affecting the movement of trains w i l l be under the authority and overall control of NCTD or his representatives. 9. The installation of track work and /or any other work affecting train movements shall be coordinated with NCTD to avoid disruptions to rail traffic and protect the safety of train movements. 10. Operating track removed temporarily from service, shall be restored as required by NCTD, and in a condition to allow the safe operation of trains at the speed specified by NCTD. 11. Roadway traffic disruptions shall be kept to a minimum during the execution of the work. 12. The profile grade line represents the elevation of top of rail in tangents, and the top of low rail i r curves for mainline, sidings, or industry tracks unless otherwise noted. 13. All tracks shall be constructed at standard gage 4' -8 and11 /211 per 49cfr213. 14. Walkways shall be placed as required by California Public Utilities Commission General Order no. 1 1 8 for a l l new construction. 15. Existing railroad signage, including but not limited to whistle posts, cross bucks, and mileposts shall be maintained and /or temporarily relocated as needed during the execution of the work. 16. Existing signage shall be fully restored at the end of each work day. Contact Eric Roe, NCTD at 760- 966 -6596 for RR signal morkout. CITY NOTES: 1. A no fee permit shall be obtained from the City of Encinitas Engineering Department for any work within the street right -of -way. 2. The structural section shall be as shown on these plans. 3. Approval of these improvement plans as shown does not constitute approval of any construction outside the project boundary. 4. 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 Contractor shall make exploratory excavations and locate all existing underground facilities prior to the start of any work which cross new storm drain pipe proposed by this project, sufficiently ahead of construction to permit revisions to plains i f revisions are necessary because of actual location of existing facilities. 5. A. The Contractor shall notify the San Diego Gas & Electric company prior to starting work near company facilities and shall coordinate his work with company representatives. Notice: All electrical and gas services within this project are "underground installations ". For location of electrical cables and gas piping and appurtenances contact the 6. Gas Transmission Main (Southern California Gas Co.) San Diego Gas & Electric Rick Miranda (714) 349 -5504 Dennis Buss (805) 636 -5716 B. The Contractor shall notify AT &T prior to starting work near company facilities and shall coordinate with company representatives. Benny Pepe (619) 574 -2816 C. The Contractor shall notify the San Dieguito Water District prior to starting work near company facilities and shall coordinate with company representatives. notice: For the location of water district facilities within the project area telephone: (760) 633 -2650. D. The Contractor shall notify Cox Cable Television Company prior to starting work near company facilities and shall coordinate with company representatives. Notice: For location of cables and appurtenances contact cox cable television company. Mike Schules (760) 806 -9809 x2233 CITY NOTES (CONT. ) 7. The Contractor shall relocate all interfering traffic signs as directed by the City Engineer. SDG &E NOTES: 1. If digging in the vicinity of an underground high pressure gas transmission pipeline, SDG &E's standby personnel are authorized to stop excavation if these precautions are not strictly adhered to. 2. SDG &E standby personnel is required when digging within the gas easement or within 10 feet of the gas line when in franchise position. Underground Service Alert at 1- 800 - 227 -2600 must be called 48 hours before beginning any excavation. 3. Work shall conform to the conditions set forth in SDG &E's permission to grade letter, if applicable. 4. The excavator shall carefully hand dig if within 2 -feet of the gas line. No power- operated equipment shall be allowed w i th i n 2 -feet of any portion of the gas line. 5. If contact is made with the gas line or its coating, SDG &E must be notified immediately at 1- 800 - 411 -7343. 6. The gas easement shall be staked with r i bboned lath at 50' increments and the staking shall be maintained at all times during grading and construction of the project. AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE:1{ DESIGNED BY L H I c SCALE �v pROiE95fOp44 �yc J. LaHaye 20110 SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN DRAWN BY 07 -23 TYLININTERNATIONAL W T I. Martin 2010 CONTRACT NO. 04 CAMM 08 FM SOUfN. SLUE 700 SAN MEM CA 92106 QO 1/12/12 CONFORMED IM JL JL (6191692-1920 ,, ,� ,� 0 6 1 * CHECKED BY 05 -20 1143800 s H.Peng 2011 EXP 9 -30 -2012 GENERAL NOTES NO. 2 ' +rF CIVIL oQ`'1p PRJ. ENG. DRAWING NO. SHEET NO. NO. BY CHK APRV N C T D of aol* 07 -23 San Diego's Regional Planning Agency J. LaHaye 2010 G -03 1 3 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I I i I ®C) 93 - SZ__ 0 0 m 0 C n m 10i O P O / � C .w os mm s r m C + �m w r o Imo s � E as �mm �oLL GENERAL feet fence shall GENERAL (CONT) 1. All work shall be done in accordance with these plans, 12. The existence and location of existing underground facilities foul the standard specifications for public works construction to any shown on these plans were obtained from a base utility map d. (2009 Edition), the May 2006 Edition of the Caltrans and a search of the available records to the best of our e. Standard Specifications and the San Diego Area Regional knowledge. However, the Contractor is required to take f. Standard drawings (August 2009 Edition). DIG Alert. precautionary measures to protect the existing facilities NCTD utility morkout requests are arranged through Mr. Shaun Bready, manager of maintenance shown hereon and others which are not of record or not 2. The soil report titled Geotechnical Investigation - Grade shown on these plans. 12" H.P. Gas Line - The gas company (Rick Separation Pedestrian Crossing Encinitas, California'', (714) 349 -5504. The existing SDG &E 12" H.P. gas line prepared by Ninyo & Moore Geotechnical and Environmental 13. The Contractor shall protect existing landscaping and Sciences Consultants, shall be considered as a part of the pipeline improvements remaining in place and that are not called out during construction. The contractor shall improvement plans. A l l grading shall be done in accordance with to be removed on these plans. No landscaping or improvement the recommendations and specifications contained in said report shall be damaged or removed prior to approval of the city. and addendums. 14. The Contractor shall notify in writing and obtain approval 3. Contractor shall take any necessary precaution required to of the city engineer for work prior to making changes in the protect adjacent properties during construction. Anything field. damaged or destroyed shall be replaced or repaired to condition existing prior to construction. 15. The Contractor shall maintain an up to date set of "As -Built drawings on which all changes or variations in the work, 4. The Contractor shall be responsible that any monument or including utilities, are recorded. A copy of said "As- Built" bench mark which is disturbed or destroyed shall be drawings shall be provided to the City of Encinitas when re- established and replaced by a State of California requested. Registered Civil Engineer licensed to practice land surveying or a State of California Professional Land Surveyor. 16. Material or debris shall not be stored or remain in the public right -of -way without approval by the City Engineer. 5. The Contractor shall design, construct and maintain all safety devices, including shoring, and shall be responsible 17. Occupational Safety and Health Administration (OSHA) note: for conforming to a l l local, state and federal safety and The Contractor is required to obtain a permit from OSHA health standards, laws and regulations. All shoring shall be prior to commencing construction of trenches of excavations designed by either a structural engineer or civil engineer which are 5 foot or deeper and into which a person is who is licensed in the State of California to practice required to descend. structural engineering or c i v i l engineering. A l l designs for shoring shall be approved by the Engineer prior to use on the project. 6• NOTIFICATIONS Prior to hauling dirt or construction materials to any proposed construction site within this project the Contractor shall submit to and receive approval from the City Engineer 1. The existence and location of underground utility pipes for the proposed haul route. The Contractor shall comply with and structures shown on these plans were obtained by a all conditions and requirements the City Engineer may impose search of available records. To the best of our knowledge with regards to the hauling operation. there are no existing utilities except as shown on these plans, however: 7. Notes and details on the plans shall take precedence over these general notes in case of conflict. 8. K -rail with 6 feet fence shall be installed adjacent to the easterly and westerly track foul line prior to any work. 9. The existing SDG &E 12" H.P. gas line is to remain in place. The Contractor shall use due caution and care in the protection of the pipeline during construction. 1 0 . The structural section of a l l resurfacing shall be in accordance with the City of Encinitas engineering standards, as shown on these plans, and as approved by the city engineer. 1 1 . Contractor shall assume sole and complete responsibility for job site conditions during the course of construction, including safety of a l l persons and property. The requirements shall apply continuously and not be limited to normal working hours. 0 1/12112 CONFORMED IM JL JL N0. I I I BY CHK APRV N C T D TYLININTERNATIONAL 404 CAMNO D9 RIO SOUTH. SUITE 760 SAN DEGO. CA 9906 OG9 692 -1920 w -+Yffm d The Contractor is required to take due precautionary measures to protect any existing utilities or structures located at the work site. It is the Contractor's responsibility to contact the following owners of said utilities or structures prior to any excavation, for verification and location of utilities and notification of commencement of work: a. Sewers - Encinitas Sanitary Division b. Gas & Electric - San Diego Gas & Electric c. Water - San Dieguito Water District (800) 422 -4133 d. Telephone - Pacific Bell DIG Alert e. Cable TV - Cox Cable f. NCTD - Caution: NCTD is not a member of DIG Alert. NCTD utility morkout requests are arranged through Mr. Shaun Bready, manager of maintenance of way, at (760) 967 -2851 g. 12" H.P. Gas Line - The gas company (Rick Miranda) (714) 349 -5504. The existing SDG &E 12" H.P. gas line is to remain in place. The contractor shall use due caution and care in the protection of the pipeline during construction. The contractor shall contact Mr. Rick Miranda 48 -hours prior to any work near the 12" H.P. gas line. DESIGNED BY J. LaHaye DRAWN BY I. Martin CHECKED BY H. Pena J. LaHaye 2011 2010 2011 07 -23 2010 NOTIFICATIONS (CONT) 2. Contractor shall notify the city engineer's office 48 hours prior to beginning any work on this project. Phone (760) 633 -2770 3. The Contractor shall give 24 hours notice on calls for inspection. Phone: (760) 633 -2770. All work performed without benefit of inspection will be subject to rejection and removal. 4. The Contractor shall contact Underground Service Alert (USA) at (1- 800 - 422 -4133) not less than two (2) working days prior to conducting any excavation work on this project. This requirement shall extend to excavation work conducted within the public right -of -way and to excavation work conducted on private property. USA will provide the caller with an "inquiry identification number" which will serve as proof of the time and date that the cal I was made. Contractor shall be responsible for recording this number and producing it to the owner or his representative upon demand. No excavation permit shall be valid until this number has been obtained pursuant to section 4216 of the government code. GRADING 1. The Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. He /she shall control surface water and avoid damage to adjoining properties or to finished work on the site and shall take remedial measure to prevent erosion of freshly graded areas until such time as permanent drainage and erosion control measures have been installed. 2 . Cut and f i l l slopes shall be cut and trimmed to finish grade to produce smooth surfaces and uniform cross sections The slopes of excavations and embankments shall be shaped, planted and trimmed as directed by the engineer of work and left in a neat and orderly condition. All stones, roots and other waste matter exposed or excavation or embankment slopes which are liable to become loosened shall be removed and disposed of. The toe and top of all slopes shall be rounded in accordance with the grading ordinance. 3 . A l l trees, brush, grass, and other objectionable material shall be collected and hauled off the site by the Contractor so as to leave the areas that have been cleared with a neat and finished appearance free from unsightly debris. Approval of location of debris f i l l shall be from the soils engineer and city engineer prior to the disposal of any such material. 4. The Contractor shall maintain adequate dust control measures throughout the duration of the project construction. Project site maintenance shall conform to section 7 -8 of the Standard Specifications. San Diego's Regional Planning Agency SANTA FE DRIVE PEDESTRIAN UNDERPASS GENERAL NOTES NO. 3 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS BUILT CORRECTIONS BY to rab= CONTRACT NO. 1143800 DATE: !:n A4 I * SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING N0, SHEET NO. G -04 4 0 1 2 3 X9'3 --S a 0 m s a n r m 0 s Q r O� _a m m i 0 r m m ®o woL Imo N 0 •• L E as �mm �o- 7 � 4 s EROSION CONTROL 1. In case emergency work is required, contact SANDAG, Mr. Frank Owsiony (619) 699 -6948. 2. Devices shown on the plans sha I I not be moved or modified without the approval of the engineering inspector. 3. The Contractor shall restore all erosion control devices to working order to the satisfaction of the city engineer after run -off producing rainfall. 4. The Contractor shall install additional erosion control measures as may be required by the city engineer due to on incomplete grading operation or unforeseen circumstances which may arise. 5. Graded areas around the project perimeter must drain away from the face of slope at the conclusion of each work day. 6. All removable protective devices shown in the approved plans shall be in place at all times. Silt and other debris shall be removed after each rainfall. 7. Should germination of hydroseeded slopes fail to provide effective coverage of graded slopes (90% coverage) prior to October 1, the slope shall be stabilized with bonded fiber matrix per CASQA detail EC -3 of the construction stormwater best management practices handbook. 8. The Contractor shall be responsible for the proper maintenance of the erosion control devices at all times. 9. Erosion control systems shall be serviced and maintained to provide continuous capacity and adequacy to function as designed. After precipitation exceeding one - quarter (114) inch in any 12 -hour period, or upon the direction of the city engineer, s i l t and debris shall be removed from check dams and des i I t i ng basins, basins pumped dry and otherwise restored to the original design condition. 10. Des i I t i ng basins constructed of compacted earth shall be compacted to a relative compaction of 90 percent of maximum density. A soil engineering report including the type of field testing performed, location, and results of testing shall be submitted to the city engineer for approval upon completing the desi Iting basin. 11. The Contractor shall be responsible and shall take necessary precautions to prevent public trespass into areas where impound water creates a hazardous condition. Necessary precautions may include, but not limited to, appropriate perimeter fencing or a 24 -hour guard preventing unauthorized persons from entering the basins. 12. Paved streets, sidewalks, and other improvements shall be maintained in a neat and clean condition, free of loose soil, construction debris, and trash. Street sweeping or other equally effective means shall be used to clean street except for the removal of fine mater i a I not otherwise removed by sweeping or other mechanical means. 13. Stand by crews shall be alerted by the contractor for emergency work during a rainstorm. 1/12112 I CONFORMED EM MEN MEN MMM1h,::* EROSION CONTROL CONTINUATION 14. Gravel bags and necessary materials in accordance with the approved plans, shall be available on site and stockpiled at convenient locations to facilitate rapid construction of temporary devices or to repair any damage erosion control measures when rain is imminent. A standby crew shall be made available at a l l times during the rainy season. 15. All utility trenches shall be back filled within 24 hours and must be back filled before the end of work day if a 40 percent, or greater, chance of rain is predicted. 16. A gravel bag silt basin or trap shall be provided at every storm drain inlet to prevent sediment from entering the storm drain system. 17. A 12 -in high by 14 -foot wide berm shall be maintained along the top of the slope of those fills on which grading is not in progress. Concentrated water shall be carried not closer than 10 -feet from the top of the slopes. IMPROVEMENTS 1. A permit shall be obtained from the Encinitas Engineering Services Department for any work within the street right -of -way. 2. The structural section shall be in accordance with City of Encinitas public road standards. R value tests shall be required prior to construction. 3. Approval of these improvement plans as shown does not constitute approval of any construction outside the project boundary. 4. All underground utilities within the right -of -way shall be constructed, connected and tested prior to construction of berm, curb, cross gutter and paving. TYLININTERNATIONAL 404 COM DO RIO SOUTH. S9fE 700 SAN DIEGO, CA 9M (SS 694920 wwvhylhoom DESIGNED BY J. LaHaye DRAWN BY I. Martin CHECKED BY H. Penq J. LaHaye KIM 07 -23 2010 05 -20 2011 07 -23 2010 AS BUILT CORRECTIONS BY ' 1� CONTRACT NO. 1143800 DATE: NCTD GENERAL NOTES 1. The Contractor shall obtain and pay for a right -of -entry permit from NCTD. The permit w i l l include requirements for insurance, contractor railroad safety training and deposits for the NCTD costs for flagging and construction inspection. Additional items may be required. The Contractor shall pay all costs for flagging, insurance, safety training, construction inspection, and right -of -entry permit. 2 . For a l l Emergencies affecting the track and train safety, call NCTD's 24 hour security office at (760) 966 -6700. 3 . A l l personnel entering the railroad right-of-way sha I I comply with North County Transit District (NCTD) requirements. Failure to comply w i l l be grounds for termination of work and revocation of the right -of -entry (ROE) permit. 4. Prior to the start of construction and at the contractor's expense, all personnel including subcontractors and third parties shall complete NCTD's contractor safety training course. Contact Shaun Bready at (760) 967 2851 to arrange training. 5. The ROE permitee shall pay for all flagging, inspections, and review costs as required in the ROE permit. Work beyond the hours of 7am to 5pm, Monday through Friday, wi I I be charged at 1.5 times the standard hourly rate. 6 . The Contractor shall adhere to a l l requirements set forth by NCTD, the ROE permit, project plans and specifications,and the job site NCTD flagman /employee -in- charge (EIC). The NCTD flagman /EIC has sole responsibility to protect the railroad infrastructure and operations. At all times, the Contractor shall follow the flagman /EIC's direction. 7. All persons entering the railroad right -of -way shall have passed the NCTD safety training course and shall have the NCTD safety sticker affixed to their hard hat. 8. No work shall be performed within the railroad right-of-way without a right -of -entry permit, flag requests submitted to NCTD a minimum of 3- business days prior to work and a NCTD flagman present during all construction and related activities. 9 . The Contractor shall comply with a l l environmental and third party permits as required by the work. 10. The Contractor shall make the necessary arrangements for each equipment operator to have constant and direct radio contact with the i t foreman. The foreman w i l l in turn have constant and direct contact with the NCTD flagman /EIC. 11. The Contractor shall have the permitted stamped set of plans on -site. Work will be terminated by NCTD should no stamped plans be on -site. 12. The Contractor shall contact NCTD at (760) 967 -2851 72 -hours in advance for any inspections required in the ROE permit. 13. The movement of trains is unpredictable. Trains may approach the job site in any direction, at any speed, at any time, and may stop and occupy the track within the Contractor's work zone for an undetermined period of time. 14. No personnel shall cross any track without the approval from the NCTD flagman. 15. Only the NCTD flagman i s permitted to perform flagging operations within the railroad right -of -way. San Diego's Regional Planning Agency SANTA FE DRIVE PEDESTRIAN UNDERPASS GENERAL NOTES NO. 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET N0. G -05 5 0 1 2 3 0 D 93 -SZ ; 0 m m 0 n m m LL O + C O N Q I� m i M� a m m 0 P P � m �m a r o woga rc + o 0 m E a� �mm m o - J � 4 NOTES FOR WORKING ADJACENT TO RAILROAD FACILITIES 1 . A l l the work within ra i I road right-of-way sha I I be performed in accordance with the following NCTD rules: A. General code of operating rules. B. Safety and general rules for all employees. C. Rules and instructions for maintenance -of way and structures. D. Regulations governing contractors and other working on NCTD property. E. A.R.E.M.A. (American Railway Engineering And Maintenance Of Way Association) 2. Contractor employees are prohibited from positioning themselves, placing material, or poisoning machinery within 20 feet from the nearest rail of main line track ( 25 feet from the centerline of track) unless under control of NCTD railroad flagman at each work location. 3. Flagman shall be in direct contact with the personnel and equipment being protected. If work is spread out over a section of track and a single flagman cannot maintain contact at a l l times w i th a l l personnel and equipment, additional flagmen must be utilized. 4. The expense of flag protection shall be borne by the contractor. Approximate rate for one person is estimated at $ 70.00 flat rate fee include overtime, holidays, and weekends. There will be a four hour minimum charge. Within five days of notice -to- proceed submit written request to Ed Singer at NCTD phone (760) 966 -6556 per the district's "Flagman Request Form" indicating the proposed date and times and number of flagmen requ i red. No site work shall begin until the proposed schedule has been approved by the engineer. Charges for flagmen shall begin and end at the jobsite. 5. Without the express involvement of the flagman, at no time shall the contractor's activities "foul the track" i.e. come within 8.5 feet at the centerline of the closest track. Such activities include crane booms, excavation buckets etc. The flagman, and the flagman on l y w i l l provide approval to ''foul the track" after first obtaining "track and time" or other forms of protection at his disposal. 6. A contract bid allowance for flagging has been established as shown on the bid price form. Cost in excess of this amount w i l l be borne by the Contractor. Such cost w i l l be deducted from subsequent contract payments at the rates shown. 7. For workers and railroad safety, to ensure no ''fouling of the track" and for efficiency of operation, the Contractor, AMTRAK or NCTD may wish to request the flagman set up Form 111311 protection. 0 1/12/12 CONFORMED IM JL JL NO. I I I BY CHK APRV N C T D NOTES FOR WORKING ADJACENT TO RAILROAD FACILITIES CONTINUATION 8. Contractor shall designate a responsible individual to be available to respond to emergency calls and provide the engineer, NCTD, local po I i ce, and a l l emergency response agencies in the area with the individual's name and telephone number at which that person may be reached at all times. Such person shall have f u l l authority and capability to mobilize forces promptly as required to respond to an emergency and to protect the public. Caution is to be taken due to the presence of automatic train stop (ATS) inductors and other signal equipments adjacent to the active track and every precaution shall be taken to protect this equipment. TRAFFIC CONTROLLER NOTES 1. Traffic control shall be in accordance with section 7 -10 of the Standard Specification, Special Provisions and appendix 11A" of the San Diego County Regional Standard Drawings (August 2009). TYLININTERNATIONAL 04 CAMM DO R10 SWK SWE TOO SAN DEOO. CA 92106 (6191 692 -1920 rrvtNhtmom 2. The Contractor shall maintain traffic flow in both directions in conformance with appendix "A" of the San Diego County Regional Standard Drawings (August 2009) and the approved traffic control plan during working hours of 7:30am to 4 :00pm Monday through Friday, unless otherwise authorized. No work that obstructs normal traffic flow w i l l be allowed during the hours of 4 :00pm to 7 :30am and at all times Saturdays, Sundays and legal ho I i days . 3 . Access to private property shall be maintained at a l l times. 4. All travel lanes wi I I be a minimum of 1211 wide unless otherwise shown. 5. Trench plates to be provided with skid resistant surface. 6. The contractor shall notify all adjacent property owners and tenants of the proposed possible traffic detours at least 72 hours prior to commencing work. 7. Access for fire and other emergency vehicles shall be maintained at all times during project construction. DESIGNED BY J. LaHaye DRAWN BY I. Martin CHECKED BY H. Peng J. LaHaye 00111 07 -212 2010 05 -2C 2011 07 -22 2010 SAN DIEGUITO WATER DISTRICT NOTES 1. Review of this plan by San Dieguito Water District does not constitute representation as to the accuracy of, the location of, or the existence or non - existence of, any underground utility, pipe or structure within the limits of this project. 2. All existing facilities, which may affect final design, I.E. line crossing, line paralleling or proposed connection shall be field verified. All existing or proposed utility crossing within 10 feet of proposed water mains shall be shown on improvement p� plans. Electrical and sewer shall cross under water mains unless V� given written permission by San Dieguito Water District. 3. Contractor shall be responsible to relocate and /or adjust to grade any existing water facility (fire hydrant, meters, valves, valve boxes, etc.) which is affected by their project. A l l affected water facilities must meet current water agencies' standards committee (WASC ) standards. If foci I i t i es do not meet standards, then they shall be upgraded to current standards at the owner's expense. 4. Utilities to maintain minimum 5 -foot separation when paralleling water services. 5. Minimum horizontal separation of 10 -feet required between fire hydrants and San Diego gas and electric vaults. 6. All water services to be constructed clear of driveways and a l l other traveled ways. Water meters must be in front of the parcel they are serving. San Diego's Regional Planning Agency AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: ¢0 SANTA FE DRIVE PEDESTRIAN UNDERPASS GENERAL NOTES NO. 5 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET N0. G -06 6 0 1 2 3 I i I i I i I 003 O a c 0 a FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES i i I i I 00 93 --3T POST WIRE FENCE I _ 9' & VARIES OQ Py\ 2. WARNING! ! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASEMENT SHALL BE PER SDG&E /SoCal GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED 3' 301 2.5' EXIST IN G 12'' HP GAS MT1 8' & _ I _ VARIES 6.61' & VARIES 0.76% *15' MT2 6.40' _ VARIES *FOR TRACK PROFILE, SEE DRAWING NO. PP -01 AND PP -02 * *MINIMUM SEPARATION BETWEEN POST & WIRE FENCE AND CENTERLINE OF TRACKS IS 15 FEET. 8' PEDESTRIAN WALKWAY .5 %/ 2' I -4 CLASS - II 1 211 AB 4 SECTION B -B NOT TO SCALE = APPROXIMATELY MT1 MT2 i CL BENCH 8.1 ' VARIES 8.6' 2' 12' -2' & PEDESTRIAN VARIES WALKWAY -2.5' & VARIES 1 .6' & VARIES s F�IS 7 7 E•• 2 1 2 1.5% 4 5 �• CLASS -II 4 1 211 AB SEE DETAIL SECTION A - A C THIS SHEET NOT TO SCALE = APPROXIMATELY MIN WALE LIMIT BACK FACE OF RET. WALL 8.5' i 121 PEDESTRIAN _WALKWAY 0.33' I r4.9' \- CLASS -II 12" AB EXISTING SEE DETAIL 12" HP GAS B THIS SHEET 3' MIN. COVER (<319 CONC. PROTECTION SLAB REQUIRED) CLEAR 2' CLEAR ZONE ZONE I_ R /W 19 . 8' & 2' -13' VARIES LOD VARIES I S \- Op EXIS�N PR��S SEE RIGHT FOR PAVEMENT THICKNESS EXISTING SAN ELIJO AVE. -VARIES AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: �FG M4X NS-1 4 2N_ LIMIT BACK FACE OF RET. WALL I.LHJJ 11 1 211 AB DETAIL A NOT TO SCALE PAVEMENT THICKNESS 1211 PATH A STA 1 +00 TO 1 +44.32 - 6" PCC STA 2 +65.20 TO 3 +03.54 - 4" PCC BUS STOP AREA - 411 PCC PATH B 1 +00 TO 5 +42.60 - 6" PCC 5 +42.60 TO 5 +75.94 - 6" AC (TYPE A) PATH C 1 +00 TO 3 +05.72 - 411 PCC NOTES: 1. COMPACT SOIL TO 95% COMPACTION. SEE SOILS REPORT FOR ADDITIONAL INFORMATION. 2. CONCRETE PAVING 520 -C -2500. 3. SUB BASE MATERIAL: CLASS II AGGREGATE BASE. 4. 6" THICK CONCRETE SECTION: #4 BAR 0.18" O.C. FOR VEHICULAR USE. 5. 4" THICK CONCRETE SECTION: #3 BAR @18" O.C. FOR PEDESTRIAN USE. 6. ALL REINFORCEMENT MUST BE CENTERED IN CONCRETE PROFILE. 7. FOR DETAILS NOT SHOWN, SEE SHEET LC -02. 8. CONSTRUCT 611 AC (TYPE A)OVER 1211 CLASS II AB AT SAN ELIJO AVE ENTRANCE �{ 101' 1 I FL F G '�'1 611 3 10' 1 7 5%_� FL (1' FROM FACE OF RETAINING WALL) 2 1 .5% {. a .- EXIST 12" HPGL -J DETAIL B CLASS -II NOTE: HAND DIG IN AREAS NEAR GAS LINE NOT TO SCALE SDG &E /SoCa I GAS DETAIL NOT TO SCALE DETAIL C AB SEE SDG&E GENERAL NOTES NOT TO SCALE 1 011 -8.8' & *15 6.25 -10.5, & -13" & a 0 1 - f.D VARIES HP, BS, RM & VARIES VARIES PEDESTRIAN J. Lemons CIVI L Qe`" 0 VARIES OF CAI SF WALKWAY 2' WIDE BUFFER TREATMENT; SEE LANDSCAPE DRAWING NO. LC -019 LC -02 15 SEE DRAWING NO. S -01 FOR RAIL UNDERPASS 1 INSTALL CONCRETE CURB PER SDRSD G -1. 3 CONSTRUCT MODIFIED CONCRETE DRAINAGE DITCH PER SDRSD D -75. 1s HEIGHT PER PLAN. SEE SHEET T -03 TYPE, WIDTH, GRADES, & DEPTH PER GRADING PLAN GP -01 & GP -02. TYLININTERNATIONAL INSTALL AC DIKE TYPE A PER SDRSD G -5. SEE ❑17 4 CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 6139 SEE DRAWING NO. PLAN SEE SHEET T -03. RW -01 THRU RW -04. RAILING ON TOP OF RETAINING WALL PER 18 INSTALL TRUNCATED DOME PER SDRSD G -30 LANDSCAPE PLAN DRAWING NO. LC -02 SECTION B -B ONLY 4_4 404 CAMINO DEL RIO SOUTH. SUITE T00 SAN DIEGO. CA 92108 ((*(N 19 CONSTRUCT PEDESTRIAN REST AREA / BUS STOPS SEE F CONSTRUCT BIOSWALE - WIDTH & GRADE PER PLAN, 611 MINIMUM DEPTH. DRAWING NO. T -03 FOR SURFACE IMPROVEMENTS. SEE 1/12/12 CONFORMED IM JL ADDITIONAL INFORMATION 61W 692 -1920 wWw,, ,, ,eom © EXISTING 20 SEE SHEETS PC -01, PC -02 AND SP -01 FOR c1 . ,_ *FOR TRACK PROFILE, SEE DRAWING NO. PP -01 AND PP -02 NOTE: SEE SHEET T -01 FOR ADDITIONAL SECTIONS AND INFORMATION. " VARIES / SECTION C -C NOT TO SCALE APPROXIMATELY w DESIGNED BY QRpF E9S lON44 HP, BS F DRAWN BY a HP, BS, RM 63686 CHECKED BY Xp. J. Lemons CIVI L Qe`" 0 PRJ. ENG. OF CAI SF JT, JL, HP 2' WIDE BUFFER TREATMENT; SEE LANDSCAPE DRAWING NO. LC -019 LC -02 15 SEE DRAWING NO. S -01 FOR RAIL UNDERPASS INSTALL CONCRETE CURB PER SDRSD G -1. 3 CONSTRUCT MODIFIED CONCRETE DRAINAGE DITCH PER SDRSD D -75. 1s HEIGHT PER PLAN. SEE SHEET T -03 TYPE, WIDTH, GRADES, & DEPTH PER GRADING PLAN GP -01 & GP -02. TYLININTERNATIONAL INSTALL AC DIKE TYPE A PER SDRSD G -5. SEE ❑17 4 CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 6139 SEE DRAWING NO. PLAN SEE SHEET T -03. RW -01 THRU RW -04. RAILING ON TOP OF RETAINING WALL PER 18 INSTALL TRUNCATED DOME PER SDRSD G -30 LANDSCAPE PLAN DRAWING NO. LC -02 SECTION B -B ONLY 404 CAMINO DEL RIO SOUTH. SUITE T00 SAN DIEGO. CA 92108 ((*(N 19 CONSTRUCT PEDESTRIAN REST AREA / BUS STOPS SEE F CONSTRUCT BIOSWALE - WIDTH & GRADE PER PLAN, 611 MINIMUM DEPTH. DRAWING NO. T -03 FOR SURFACE IMPROVEMENTS. SEE 1/12/12 CONFORMED IM JL ADDITIONAL INFORMATION 61W 692 -1920 wWw,, ,, ,eom © PROTECTIVE RAILING PER LANDSCAPE PLAN DRAWING NO LC -04 20 SEE SHEETS PC -01, PC -02 AND SP -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS INSTALL ADA HAND RAILING PER LANDSCAPE PLAN DRAWING NO LC -02 21 FOR CAIRN SEE SHEET LC -03 FOR AND LC -03 DESIGN INFORMATION ® INSTALL POST & WIRE FENCE PER LANDSCAPE PLAN DRAWING NO. LC -04 22 INSTALL CONCRETE CURB AND GUTTER TYPE G ' PER SDRSD G -2. HEIGHT PER PLAN. SEE SHEET BY CHK APRV N C T D 23 vv 3SLL NO. DATE A771L2, SEE SHEET T -03 24 FOR PAVEMENT TIE -IN DETAIL, SEE T -03 11 I 3.1 SCOPE EXISTING 12" HP GAS lubk1 CONSTRUCTION NOTES. DESIGNED BY QRpF E9S lON44 HP, BS F DRAWN BY a HP, BS, RM 63686 CHECKED BY Xp. J. Lemons CIVI L Qe`" 0 PRJ. ENG. OF CAI SF JT, JL, HP EXISTING 12" HP GAS lubk1 CONSTRUCTION NOTES. 14 CONSTRUCT 61' AC (TYPE C2 PG6 OVER 1211 CONSTRUCT 8' WIDE 520 -C -2500 CONCRETE OVER 1211 CLASS II AB CLASS II AB AT SAN ELIJO AVE. ENT WALKWAY PER DETAIL A 2' WIDE BUFFER TREATMENT; SEE LANDSCAPE DRAWING NO. LC -019 LC -02 15 SEE DRAWING NO. S -01 FOR RAIL UNDERPASS INSTALL CONCRETE CURB PER SDRSD G -1. 3 CONSTRUCT MODIFIED CONCRETE DRAINAGE DITCH PER SDRSD D -75. 1s HEIGHT PER PLAN. SEE SHEET T -03 TYPE, WIDTH, GRADES, & DEPTH PER GRADING PLAN GP -01 & GP -02. INSTALL AC DIKE TYPE A PER SDRSD G -5. SEE ❑17 4 CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 6139 SEE DRAWING NO. PLAN SEE SHEET T -03. RW -01 THRU RW -04. RAILING ON TOP OF RETAINING WALL PER 18 INSTALL TRUNCATED DOME PER SDRSD G -30 LANDSCAPE PLAN DRAWING NO. LC -02 SECTION B -B ONLY 19 CONSTRUCT PEDESTRIAN REST AREA / BUS STOPS SEE F CONSTRUCT BIOSWALE - WIDTH & GRADE PER PLAN, 611 MINIMUM DEPTH. DRAWING NO. T -03 FOR SURFACE IMPROVEMENTS. SEE SEE GRADING PLAN DRAWING NO. GP -01 AND LANDSCAPE PLANS FOR LANDSCAPE PLAN LC -02 AND LP -01 FOR ADDITIONAL ADDITIONAL INFORMATION DETAILS © PROTECTIVE RAILING PER LANDSCAPE PLAN DRAWING NO LC -04 20 SEE SHEETS PC -01, PC -02 AND SP -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS INSTALL ADA HAND RAILING PER LANDSCAPE PLAN DRAWING NO LC -02 21 FOR CAIRN SEE SHEET LC -03 FOR AND LC -03 DESIGN INFORMATION ® INSTALL POST & WIRE FENCE PER LANDSCAPE PLAN DRAWING NO. LC -04 22 INSTALL CONCRETE CURB AND GUTTER TYPE G AND T -05. PER SDRSD G -2. HEIGHT PER PLAN. SEE SHEET SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION T -03. 23 CONSTRUCT MBGR PER CALTRANS STD PLAN i� RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 A771L2, SEE SHEET T -03 24 FOR PAVEMENT TIE -IN DETAIL, SEE T -03 11 INSTALL REMOVABLE LODGEPOLE BOLLARD. SEE SHEET LC -03 FOR 25 LIMITS OF DISTURBANCE ADDITIONAL DETAILS. 12 CONSTRUCT WALKWAY LANDINGS @, 2% MAXIMUM SLOPE (TYP) 26 CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; SEE SHEET LC -04 13 CONSTRUCT STAIRWAY PER DRAWING NO. LC -03 San Diego's Regional Planning Agency SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN CONTRACT NO. TYPICAL SECTIONS AND DETAILS 1143800 DRAWING NO. SHEET NO. XS -01 8 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES ��IIIIII 00('{3 -.0 SLOPE VARF15 NOT TO SCALE FOR DRAINAGE DESIGN, SEE PLAN SHEET DPP -01 AND DPP -02. FOR GRATE AND COBBLE DESIGN INFORMATION, SEE PLAN SHEET LC -04. 2' ~8'&L 3' 8, VARIES PEDESTRIAN WALKWAY 'LOP T STE E __ AX IES 1 ,5% GP SHEET 03 EXISTING 12" HP GAS WARNING!! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASEMENT SHALL BE PER SDG&E /SoCal GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED w 10,25' 29.78' pF ESS 70 pF Nq4 HP, BS 10-29 2010 ��pF,O �yc a Qp 2 �'j00� zoio * No 63686 * 2" GRATE PER I FG J. Lemons 04 -05 2011 LANDSCAPE PLAN FG 4. EDA LOW POINT p% SHEET LC -04 X 1 .77% ,2n•In v C v. d Q 'd A 2,77% 1,0% FL 73.35 FL 73.08 FL 73,38 1011 ZERO FACE CURB. SEE GRATE /CURB DETAIL ON SHEET LC -04. SECTION D -D SLOPE VARF15 NOT TO SCALE FOR DRAINAGE DESIGN, SEE PLAN SHEET DPP -01 AND DPP -02. FOR GRATE AND COBBLE DESIGN INFORMATION, SEE PLAN SHEET LC -04. 2' ~8'&L 3' 8, VARIES PEDESTRIAN WALKWAY 'LOP T STE E __ AX IES 1 ,5% GP SHEET 03 EXISTING 12" HP GAS WARNING!! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASEMENT SHALL BE PER SDG&E /SoCal GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED w DESIGNED BY DATE pF ESS 70 pF Nq4 HP, BS 10-29 2010 ��pF,O �yc a Qp 2 CONFORMED zoio * No 63686 * CHECKED BY =vw J. Lemons 04 -05 2011 C I V I o ;0 EDA JT, JL, HP v N0. ,2n•In v 5 CL� ASS -II 12 11 AB 9 1811 STORM DRAIN SECTION E -E NOT TO SCALE APPROXIMATELY 2' 2' 3' 2' R/W SECTION F -F CENTERLINE "C" - STA 5 +25 NOT TO SCALE I� a'o I— a _ 0 z Iof UI.J.. z a w Cj� 0, i ' SAWCUT v 1.5 ~2% -�� 11.5% EXISTING AC GUTTER FL TC 1 .50% & VARIES_ 4" PCC SECTION G -G NOT TO SCALE = APPROXIMATELY 8' WIDE PATH GRATE PER TC--- LANDSCAPE PLANS ZES S SEE SHEES GP -02 TS,-4" PVC CURB INSERTS li2 FL T CURB CONSTRUCT CURB IL 2 ON' -04 n _ a° PER DETAIL 2 ON SHEET LC -04 � COBBLE PER SLOPE VARIE S LANDSCAPE PLAN LC -04 2e1 MAX SEE SHEET SECTION H - H GP -03 NOT TO SCALE TYLIN INTERNATIONAL 404 CAMINO DEL RIO SOUTH, SUITE 700 SAN DIEGO, CA 92108 IM J L J L (619) 692 -1920 www.tylin.com BY I CHK I APRV N C T D CONSTRUCTION NOTES: 2' 2' 8' PEDESTRIAN WALKWAY z 2.5' +/- EXISTING 12" HP GAS '1 .5% CLASS -II 1 211 AB IZ 25' & VARIES 2' VARIES 2' �— v PRIES Ov X SL SE GP,p2 SECTION I -I NOT TO SCALE ❑1 CONSTRUCT 8' WIDE 520 -C -2500 CONCRETE OVER 1211 CLASS II AB WALKWAY PER DETAIL A 2' WIDE BUFFER TREATMENT; SEE LANDSCAPE DRAWING NO. LC -019 LC -02 �3 CONSTRUCT MODIFIED CONCRETE DRAINAGE DITCH PER SDRSD D -75. TYPE, WIDTH, GRADES, & DEPTH PER GRADING PLAN GP -01 & GP -02. ® CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 613; SEE DRAWING NO. RW -01 THRU RW -04, RAILING ON TOP OF RETAINING WALL PER LANDSCAPE PLAN DRAWING NO. LC -02 SECTION B -B ONLY ❑5 CONSTRUCT BIOSWALE - WIDTH & GRADE PER PLAN, 611 MINIMUM DEPTH. SEE GRADING PLAN DRAWING NO. GP -01 AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION © PROTECTIVE RAILING PER LANDSCAPE PLAN DRAWING NO LC -04 INSTALL ADA HAND RAILING PER LANDSCAPE PLAN DRAWING NO LC -02 AND LC -03 �8 INSTALL POST & WIRE FENCE PER LANDSCAPE PLAN DRAWING NO. LC -04 AND T -05. ❑ 9 SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION 10 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 11 INSTALL REMOVABLE LODGEPOLE BOLLARD. SEE SHEET LC -03 FOR ADDITIONAL DETAILS, 12 CONSTRUCT WALKWAY LANDINGS 9 2% MAXIMUM SLOPE (TYP) 13 CONSTRUCT STAIRWAY PER DRAWING NO. LC -03 San Diego's Regional Planning Agency 1' WIDE EXISTING SAN ELIJO AVE. VARIES AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: 14' CONSTRUCT 611 AC (TYPE C2 PG64 -10) OVER 12" CLASS II AB AT SAN ELIJO AVE. ENTRANCE 15 SEE DRAWING NO. S -01 FOR RAIL UNDERPASS 16 INSTALL CONCRETE CURB PER SDRSD G -1, HEIGHT PER PLAN, SEE SHEET T -03 17 INSTALL AC DIKE TYPE A PER SDRSD G -5. SEE PLAN SEE SHEET T -03. 18 INSTALL TRUNCATED DOME PER SDRSD G -30 19 CONSTRUCT PEDESTRIAN REST AREA / BUS STOP; SEE DRAWING NO. T -03 FOR SURFACE IMPROVEMENTS, SEE LANDSCAPE PLAN LC -02 AND LP -01 FOR ADDITIONAL DETAILS 20' SEE SHEETS PC -01, PC -02 AND SP -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS 21 FOR CAIRN, SEE SHEET LC -03 FOR DESIGN INFORMATION 22 INSTALL CONCRETE CURB AND GUTTER TYPE G PER SDRSD G -2. HEIGHT PER PLAN. SEE SHEET T -03. 23 CONSTRUCT MBGR PER CALTRANS STD PLAN A77L2, SEE SHEET T -03 24 FOR PAVEMENT TIE -IN DETAIL, SEE T -03 25 LIMITS OF DISTURBANCE CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; 26 SEE SHEET LC -04 SANTA FE DRIVE PEDESTRIAN UNDERPASS TYPICAL SECTIONS AND DETAILS FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES L SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING c,o'0'. SHEET NO. 177 GG 2 3 007,3 -5-T DESIGNED BY DATE pF ESS 70 pF Nq4 HP, BS 10-29 2010 ��pF,O �yc DRAWN BY p p `�� m HP, BS, RM zoio * No 63686 * CHECKED BY Ex P �rgTF J. Lemons 04 -05 2011 C I V I o PRJ. ENG. OP DAL,F JT, JL, HP 10 -29 ,2n•In CONSTRUCTION NOTES: 2' 2' 8' PEDESTRIAN WALKWAY z 2.5' +/- EXISTING 12" HP GAS '1 .5% CLASS -II 1 211 AB IZ 25' & VARIES 2' VARIES 2' �— v PRIES Ov X SL SE GP,p2 SECTION I -I NOT TO SCALE ❑1 CONSTRUCT 8' WIDE 520 -C -2500 CONCRETE OVER 1211 CLASS II AB WALKWAY PER DETAIL A 2' WIDE BUFFER TREATMENT; SEE LANDSCAPE DRAWING NO. LC -019 LC -02 �3 CONSTRUCT MODIFIED CONCRETE DRAINAGE DITCH PER SDRSD D -75. TYPE, WIDTH, GRADES, & DEPTH PER GRADING PLAN GP -01 & GP -02. ® CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 613; SEE DRAWING NO. RW -01 THRU RW -04, RAILING ON TOP OF RETAINING WALL PER LANDSCAPE PLAN DRAWING NO. LC -02 SECTION B -B ONLY ❑5 CONSTRUCT BIOSWALE - WIDTH & GRADE PER PLAN, 611 MINIMUM DEPTH. SEE GRADING PLAN DRAWING NO. GP -01 AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION © PROTECTIVE RAILING PER LANDSCAPE PLAN DRAWING NO LC -04 INSTALL ADA HAND RAILING PER LANDSCAPE PLAN DRAWING NO LC -02 AND LC -03 �8 INSTALL POST & WIRE FENCE PER LANDSCAPE PLAN DRAWING NO. LC -04 AND T -05. ❑ 9 SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION 10 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 11 INSTALL REMOVABLE LODGEPOLE BOLLARD. SEE SHEET LC -03 FOR ADDITIONAL DETAILS, 12 CONSTRUCT WALKWAY LANDINGS 9 2% MAXIMUM SLOPE (TYP) 13 CONSTRUCT STAIRWAY PER DRAWING NO. LC -03 San Diego's Regional Planning Agency 1' WIDE EXISTING SAN ELIJO AVE. VARIES AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: 14' CONSTRUCT 611 AC (TYPE C2 PG64 -10) OVER 12" CLASS II AB AT SAN ELIJO AVE. ENTRANCE 15 SEE DRAWING NO. S -01 FOR RAIL UNDERPASS 16 INSTALL CONCRETE CURB PER SDRSD G -1, HEIGHT PER PLAN, SEE SHEET T -03 17 INSTALL AC DIKE TYPE A PER SDRSD G -5. SEE PLAN SEE SHEET T -03. 18 INSTALL TRUNCATED DOME PER SDRSD G -30 19 CONSTRUCT PEDESTRIAN REST AREA / BUS STOP; SEE DRAWING NO. T -03 FOR SURFACE IMPROVEMENTS, SEE LANDSCAPE PLAN LC -02 AND LP -01 FOR ADDITIONAL DETAILS 20' SEE SHEETS PC -01, PC -02 AND SP -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS 21 FOR CAIRN, SEE SHEET LC -03 FOR DESIGN INFORMATION 22 INSTALL CONCRETE CURB AND GUTTER TYPE G PER SDRSD G -2. HEIGHT PER PLAN. SEE SHEET T -03. 23 CONSTRUCT MBGR PER CALTRANS STD PLAN A77L2, SEE SHEET T -03 24 FOR PAVEMENT TIE -IN DETAIL, SEE T -03 25 LIMITS OF DISTURBANCE CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; 26 SEE SHEET LC -04 SANTA FE DRIVE PEDESTRIAN UNDERPASS TYPICAL SECTIONS AND DETAILS FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES L SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING c,o'0'. SHEET NO. 177 GG 2 3 007,3 -5-T a 0 0 N b m 0 LL a i 0 U J N �w a •- 0 N m OJ N^ w m o� � m .Qo '•9 o e - E a o n + m 9 O Existing Drain pipe M,AI 1 "' "' C— I o, ng PLAN 1 0 2 4 SCALE 1/411= 1' -011 NOTES: 1. Concrete paving 520 -c -2500. 2. Compact soil to 95% compaction. See geotechnical report for additional information. 3. Use epoxy coated reinforcing steel for all bars in the protection slab. 4. See "T- INTERSECTION" detail on "GP -02" for grade control. 10 3114112 REVISED PATH "B" CLT JL JL Ao 1112112 CONFORMED IM JL JL N0. I DATE REVISIONS BY CHK APRV N C T D TYLIN INTERNATIONAL 404 CUM OEI MO SINK SURE 700 SAN X(A C" 92108 1697 692 -1920 w .+Yff m RW footing aldge 0 0 L 0 Begin Slab- 7 /_911 Note 3 See "DETAIL B" #4 @,12 1 Note 2 4 -' _ � — iii I • #5 12 T y p -I I - -1 I I77 #5c- @, 4 / #4 1251 Typ '� I Elev 84.58 Existing Drain pipe 1 ,_o71 Place 1 " expanded polystyrene over top of footing I RW footing I / 1 Elev 84.58 DESIGNED BY C.L. Toro DRAWN BY I. Martin CHECKED BY J. LaHaye PRJ. ENG. J. LaHaye DETAIL A 1 .5 0 1 2 SCALE 111= 1' -011 03 -14 2012 03 -14 2012 03 -14 2012 03 -14 2012 SECTION A -A 1 .5 0 1 2 SCALE 111= 1' -071 /a" Min hardboard smooth side down over 1 " expar H,=H polystyrene San Diego's Regional Planning Agency NOTE: Surfaces of expanded polystyrene against which concrete is to be placed shall be faced with hardboard DETAIL B NO SCALE SANTA FE DRIVE PEDESTRIAN UNDE End Slab Optional construction joint #4 Q 12 AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: (% SUPPLEMENTAL SHEET CCO #3 j. >. PROTECTION SLAB DETAILS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. XS -02S 9S 0 1 2 3 I i I i I i I ' SANTA FE DRIVE 1 EXISTING APPROX. LIMIT OF — — — — — 1 1 EXISTING UTILITIES SOIL DISTURBANCE TYP 1 WATER LINE SAN E L I J 0 A V E o (TYP) VULCAN AVE o — — — — SIGN -� CITY OF ENCINITAS R/W \ EXISTING �� — _ — — -±4— RAILROAD R/W UTILITIES I _ CITY OF ENCINITAS R/W EXISTING 1 � � � 1 _ �.- -'' � HP GAS LINE � -- _� RAILROAD R/W • � � �. 1 STORM DRAIN � — J /EXISTING 1 1 EXISTING y SIGN LIGHT 1 EXISTING — — — — 11 SIGN / 2 EXISTING UILITIES -- -� - - -- / BARRICADE (TYP) -- - ----� - -- --� - -- _I I - - -_ —G --- ' - - - - -- - - -- EXISTING 1 r -- EXISTING DRAINAGE / r r HP GAS LINE STRUCTURE ` — — — — — COEXISTING — — — — — — — — _ DRAINAGE EXISTING 1 I — — — — — — — STRUCTURE DIRT ROAD I LIMITS OF FIBER - OPTICS RELOCATION \ L — — — — , -I- EXISTING 1 I I WATER LINE -�11 F /0 EXISTING DRAINAGE INLET o / cmyO�o — — — — 2840 +00 ������ 6 ------ 2d F /0 FENCE. 6 --''- LIMITS OF TRACK _— — _ io _- 5 ` — I PROTECT �ti EXISTING 4 EUCALYPTUS g O TREE 4p V O 2 1�-- F /0 - - - 1840 +00 — — — — — _ EXISTING SIGN - EXISTING _ 1 DRAINAGE STRUCTURE EXISTING 1 SIGN 1--5 ROX• LIMIT E y MONITORING 1 EXISTING • / s+, � � WELL REMOVED � =l�o FO — 4OEXISTING p0' 11�' f:0 - PI TR NCH DEPTH 8• IM I JL I JL [IPl;1 A Zr EXISTING SIGN AC REFER APPROX. 12' 0 DIK REFER TO ' CONCRETE SIDEWALKj2 REFER —TO" PC -01 N ft:,N N C T D TYLINI INTERNATIONAL 404 CAMINO DEL RIO SOUTH. SUITE 700 SAN DIEGO. CA 92108 (619) 692 -1920 www.tyRn.com APP TURBAN SOIL DIS Z DEMOLITION PLAN 20 10 0 20 40 SCALE 111= 20' DESIGNED BY HP, BS DRAWN BY HP, BS, RM CHECKED BY J. Lemons PRJ. ENG. JT, JL, HP RAILROAD �� R 1 CITY OF ENCINITAS HIG Hw AY A p A DEMOLITION NOTES: 01 PROTECT IN PLACE 02 TO BE REMOVED 03 TO BE RELOCATED ® TO BE REPLACED 05 TO BE RELOCATED BY OTHERS © EXISTING TRACKS MT1 AND MT2 (PROTECT IN PLACE) 07 EXISTING. WAS REMOVED BY OTHERS. ® REMOVE DEAD EUCALYPTUS TREE San Diego's Regional Planning Agency NOTE: CONTRACTOR TO REMOVE ANY EXISTING CONCRETE SPOILS OFF OF SITE. WARNING!! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASEMENT SHALL BE PER SDG&E /SoCal GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE:'d��� SANTA FE DRIVE PEDESTRIAN UNDERPASS DEMOLITION PLAN FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. DM -01 10 1 2 3 0093 -,s9- 's QO CONFORMED a LL 1/12/12 v� O 3 ° O NO. DATE vv ,oLL o / cmyO�o — — — — 2840 +00 ������ 6 ------ 2d F /0 FENCE. 6 --''- LIMITS OF TRACK _— — _ io _- 5 ` — I PROTECT �ti EXISTING 4 EUCALYPTUS g O TREE 4p V O 2 1�-- F /0 - - - 1840 +00 — — — — — _ EXISTING SIGN - EXISTING _ 1 DRAINAGE STRUCTURE EXISTING 1 SIGN 1--5 ROX• LIMIT E y MONITORING 1 EXISTING • / s+, � � WELL REMOVED � =l�o FO — 4OEXISTING p0' 11�' f:0 - PI TR NCH DEPTH 8• IM I JL I JL [IPl;1 A Zr EXISTING SIGN AC REFER APPROX. 12' 0 DIK REFER TO ' CONCRETE SIDEWALKj2 REFER —TO" PC -01 N ft:,N N C T D TYLINI INTERNATIONAL 404 CAMINO DEL RIO SOUTH. SUITE 700 SAN DIEGO. CA 92108 (619) 692 -1920 www.tyRn.com APP TURBAN SOIL DIS Z DEMOLITION PLAN 20 10 0 20 40 SCALE 111= 20' DESIGNED BY HP, BS DRAWN BY HP, BS, RM CHECKED BY J. Lemons PRJ. ENG. JT, JL, HP RAILROAD �� R 1 CITY OF ENCINITAS HIG Hw AY A p A DEMOLITION NOTES: 01 PROTECT IN PLACE 02 TO BE REMOVED 03 TO BE RELOCATED ® TO BE REPLACED 05 TO BE RELOCATED BY OTHERS © EXISTING TRACKS MT1 AND MT2 (PROTECT IN PLACE) 07 EXISTING. WAS REMOVED BY OTHERS. ® REMOVE DEAD EUCALYPTUS TREE San Diego's Regional Planning Agency NOTE: CONTRACTOR TO REMOVE ANY EXISTING CONCRETE SPOILS OFF OF SITE. WARNING!! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASEMENT SHALL BE PER SDG&E /SoCal GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE:'d��� SANTA FE DRIVE PEDESTRIAN UNDERPASS DEMOLITION PLAN FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. DM -01 10 1 2 3 0093 -,s9- SANTA FE DRIVE a z z .... 0o zz 0 1n ww s a a a SEE SHEET T -03 FOR r- o ° � `^ � � J °w w z z "B" 3 +67.25 17.42' LT °•Ya SEE T -03 FOR PATH DETAILS AT PATH ENTRANCE N + J + J m m EXISTING 18" STORM DRAIN 10(.0" - °Oma TIE -IN INFORMATION �vin = - �O oco ° O 00 F J a S A N E L I J 0 A V E -.- EXISTING CONCRETE LUG a 24 au°iv a °ate co r9 �� : °O n I.E. 85.80 NNZQ 17 A M N a0 CQ_ , O O In '�O 9 C7 .- l0 M ro Ln t0 l0 M M +- +UZ a n z w 21 o o + co co o II In In ++ 00 w + d o v APPROXIMATE LIMITS ° e° 24 23 + + .m °m GOGO co co Q N 00 m ,n o `O• OF DISTURBANCE _v + mmzw 1 PATH IIAII _ o ti ti r r - U m r ui o Lo H r; In W =_ X 11 3 VULCAN AVE, 1f IIAII , +DB _ mm - ±± ±^ U; ca M J MO MO V BOLLARD _ _ "A" _1 +10.00 6.0' RT ❑ m m m CO 00 m 00 = 0 - -- z CITY OF ENCINITAS R /W__ - 14 �• - - 3 4 = - CITY OF ENCINITAS R/W � - � i . _�� - RAILROAD R/W _i- s +1 a.451 RAILROAD R/W � 0 1 - 5 - - - - - 9 +00 3 > M s +oo F J - + _ - _ 3 +� 3 0` , I' - - PATH 11BI F 34 6 �: Goo EXISTING In In " a +oo .5 EXISTING 12" / 30. ,_ _� •_ „ _ z. 6 12 HP GAS -- HP GAS / a = co 19 I � 32 ATH �I 11 _ - " - - �- ' o ~ -m U ° m a 0; .. Lo 3: SEE T -03 ' ¢ \ z +oo SEE T- l m J _ o = a + P 8 �_ "'0o FOR CURB INFO 1 3 +00 -F`OR CGRB INF r 9 io i- a L =133' I Imo-- 6 1 - 51 o� oJUO oF� mrm �Q iI M U 13 _ ml 7 ¢ 2 - o ± J m z z v o I- EXISTING m W • N 2 ��J f 2 +00 _ Lo Lj ~ _ �. 8 12" HP GAS N 6242645.580 - - - - - - - - coo ° v °� \ 3 i U = r E 16- - - - L=400' coo M u, i __ - - - -- ++ + + o N 1958516.658 I a m a s a m 54 P A z z z z z z 9\ J E 6242581.191 E 6242486.964 = _ _ _ .... _. -zz zz o0 7 °z °z - - - - - L zz 12 °z °z ¢ zZ 5 zz _j� . EXISTING TRACKS + I OD z z J J J J z w OD J J p 0 00 00 N N t0 W m M Z W l0 M Z N z u) Z W l0 Z M .Z-I N.Z. In Z ,r VI I M no W m W m O W m N fr + ~ +� 0_ In to + .. �. _ . 0 I . 0 . 0_ � b '; 01 F-- + Z W Q' M N _. .tn tl7 H J _.. •- ��� ��- '�- �- �'- 3f _ I_Z MZ �Z I� RZ OZ CAZ IOZ NQ NO +J N Wm OD GO I�•t0 +..J D U IAN IT re) U) J + J + J + + J + J, Off.J ..N J N _._ + 5 N O I...0 d M GO - - .d....�. ...:W r ° U O W U Z �- _ _ ++ 0_ - H - 0_ _ - 0_ - F = 0_ = F = o _=� 1p - 0 R + + N N r r V f0 W - � m - - ��'•� CO ¢m ao as ao ¢m ao Idm Z NN _NN ,. __ -- .. -.. -- -UU - ._ -- ° EXISTING FIBER U / 9 26 ° _ - _ - SEE T -03 CONNECT TO OPTIC TO BE FOR CURB INFO \ Y, - 8 L =385' EXISTING FENCE RELOCATED BY OTHERS CL y„ ! ---- - - - - -- o - Co v o _ - E Ln N 8 E s 5 N a ! L =97' a z M Q o APPROXIMATE LIMITS LROpD a a s - a z m OF DISTURBANCE RpI ! CINITA 5 _ CITY OF EN J o ! 9 � 21 7 CONSTRUCTION NOTES• CENTERLINE "C" DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS 1 N 7531'07" E - - - -- 7.98 N A 5 A = 89'14'54" 20.00 31.15 N/A 5 N 15'14'00" W - - - -- 67.59 N/A 4 A= 16'35'48" 294.00 85.16 N/A 5 0 = 72'06'01 " 11.00 13.84 N/A WARNING ! ! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASMENT SHALL BE PER SDG&E /SoCal GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED' p18 -1 �� CONSTRUCT 6" AC (TYPE C2 PG64 -10) OVER 12" LANDING ASPHALT CONCRETE SECTION CENTERLINE "A" DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS 1 N 77'47'43" E - - - -- 33.04 N/A 2 A =98 20'03" 26.00 44.62 N A a N 20'32'20" W - - - -- 9.43 N/A 4 A= 9636'32" 19.00 32.04 N/A 5 N 76'04'12" E - - - -- 46.08 N A 8 A =19 5531 " 100.00 34.78 N A 7 0 = 11010'54" 100.00 19.52 N A 8 N 67'17'49" E - - - -- 0.70 N A 8 c3,Z 67 W >.t. � ,� ! N 62424 1 •.'f f -20 16 E SEE T,63 & GP -03 FOR DESIGN INFO CENTERLINE "B" DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS HP, BS A= 106'10'11" 11.00 20.38 N/A s m 69.00 35.06 N/A a A =22 2355" 294.00 114.93 N/A AS SHOWN A= 14'00'54" w 146.77 N/A 0 =23#39'1 4" 250.00 103.21 N/A DO - - - -- CONFORMED a LL 1/12/12 - - - -- .v" N/A A =35 20'34" °o 12.95 N A HP, BS, RM v NO. DATE N/A v D.- A = 10'38'15" 26.00 4.83 _ ,op LL D 8 c3,Z 67 W >.t. � ,� ! N 62424 1 •.'f f -20 16 E SEE T,63 & GP -03 FOR DESIGN INFO CENTERLINE "B" DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS HP, BS A= 106'10'11" 11.00 20.38 N/A s 0= 29'06'36" 69.00 35.06 N/A a A =22 2355" 294.00 114.93 N/A AS SHOWN A= 14'00'54" 600.00 146.77 N/A 0 =23#39'1 4" 250.00 103.21 N/A N 31'18'05" W - - - -- 22.26 N/A N 31'18'05" W - - - -- 2.68 N/A A =35 20'34" 21.00 12.95 N A HP, BS, RM N 6638'40" W - - - -- 12.87 N/A JL A = 10'38'15" 26.00 4.83 N/A END BUS STOP BEGIN TRUNCATED DOME Nw AY 1 p 1 ❑ 1 CONSTRUCT 8' WIDE 520 -C -2500 CONCRETE OVER 12" CLASS II AB LU4 CLASS II AB AT SAN ELIJO AVE. ENTRANCE WALKWAY PER DETAIL A AS BUILT o 2' WIDE BUFFER TREATMENT; SEE LANDSCAPE DRAWING NO. LC -01; LC -02 15 SEE DRAWING NO. S -01 FOR RAIL UNDERPASS E CONSTRUCT MODIFIED CONCRETE DRAINAGE DITCH PER SDRSD D -75, 16 INSTALL CONCRETE CURB PER SDRSD G -1. t_....� TYPE, WIDTH, GRADES, & DEPTH PER GRADING PLAN GP -01 & GP -02• HEIGHT PER PLAN. SEE SHEET T -03 CORRECTIONS BY 'lam 17 INSTALL AC DIKE TYPE A PER SDRSD G -5, SEE CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 6139 SEE DRAWING NO. PLAN SEE SHEET T -03. CONTRACT NO. 1143800 RW -01 THRU RW -04. RAILING ON TOP OF RETAINING WALL PER 18 INSTALL TRUNCATED DOME PER SDRSD G -30 LANDSCAPE PLAN DRAWING NO. LC -02 SECTION B -B ONLY DATE: CONSTRUCT PEDESTRIAN REST AREA / BUS STOP; SEE F5 CONSTRUCT BIOSWALE - WIDTH &GRADE PER PLAN, 611 MINIMUM DEPTH. 19 DRAWING NO. T -03 FOR SURFACE IMPROVEMENTS• SEE SEE GRADING PLAN DRAWING NO. GP -01 AND LANDSCAPE PLANS FOR LANDSCAPE PLAN LC -02 AND LP -01 FOR ADDITIONAL ADDITIONAL INFORMATION DETAILS © PROTECTIVE RAILING PER LANDSCAPE PLAN DRAWING NO LC -04 20 SEE SHEETS PC -01, PC -02 AND SP -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS EE _IMPROVEMENT PROFILES T -02 ND 03 AL A HAND RAILING PER LANDSCAPE PLAN DRAWING NO LC -02 21 FOR CAIRN, SEE SHEET LC -03 FOR OR ADDITIONAL INFORMATION DESIGN INFORMATION �8 INSTALL POST P. WIRE FENCE PER LANDSCAPE PLAN DRAWING N0. LC -04 22 INSTALL CONCRETE CURB AND GUTTER TYPE G AND T -05. PER SDRSD G -2. HEIGHT PER PLAN, SEE SHEET ❑9 SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION T -03. 23 CONSTRUCT MBGR PER CALTRANS STD PLAN APROVEMENT PLAN T -03 FOR 10 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 A77L2, SEE SHEET T -03 DATA TABLE 24 FOR PAVEMENT TIE -IN DETAIL, SEE T -03 PLAN 11 INSTALL REMOVABLE LODGEPOLE BOLLARD. SEE SHEET LC -03 FOR 111=20' SEE GRADING PLAN GP -01, GP -029 & GP -03 FOR ADDITIONAL INFORMATION ADDITIONAL DETAILS, 25 LIMITS OF DISTURBANCE 12 CONSTRUCT WALKWAY LANDINGS @ 2% MAXIMUM SLOPE (TYP) 26 CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; SEE SHEET LC -04 20 10 0 20 40 SEE RETAINING WALL LAYOUT RW -01 & 02 13 CONSTRUCT STAIRWAY PER DRAWING NO. LC -03 27 SEE SHEET XS -01 FOR SECTION A -A, B -B AND C -C, SCALE 1 "= 20' FOR RETAINING WALL DESIGN 28 SEE SHEET XS -02 FOR SECTION E -E, F -F AND I -I, DESIGNED BY DATE SCALE FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I 1 I 1 I co93-3j�- Q�yOFESS IpN4 HP, BS 10 SANTA FE DRIVE PEDESTRIAN UNDERPASS FcZ 20110 0 AS SHOWN ye�,o DRAWN BY IMPROVEMENT PLAN CONTRACT NO. TYLIN INTERNATIONAL 404 CAMINO DEL RIO SOUTH, SUITE 700 SAN DIEGO. CA 92108 (619) 692 -1920 www.tylin.com p A NO 63686 HP, BS, RM 010 IM JL JL CHECKED BY 04-05 D s Exp- 4TF CICAL1fOQ�, J. Lemons 0001 IIIIIIIIIIINIIIII DRAWING NO. SHEET NO. PRJ. ENG. BY CHK APRV OF JT, JL, HP 2010 San Diego's Regional Planning Agency T -01 11 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I 1 I 1 I co93-3j�- 1 1 Y L {• 0 0 r - . _ _ Z Z _ _ _ 0 fn SEE SHEET T -03 FOR tr° o + J+ J m -� w w w w "B" 3 +67.25 17.42' LT DETAILS AT PATH ENTRANCE cIti ED m -- - - - -- - - -- - o x 0 m = o= o O °• F F J - -- __ _ CONCRETE LUG EXISTING 18 STORM DRAIN {/-�� �Aj- 'fir" / ± d rn N 1\ _ = M O O 99 M SAN - _. -� V /'1 V` In IT C 0 r (D .,. • . - • m 1 --� - - -- i a m z w 21 N N ao ao �� v APPROXIMATE LIMITS 23 ± ± U Go Go co cD Q N 00 m ti o OF DISTURBANCE Q _ _ -_ - -- PATH "All 24 o i m r r II- I- - U LO F- - VULCAN AVE P1 ,IAII , DS mm LO u) ++ ��� +� ++ MJ - - __ ++ _ .- __ - U M .... M '- _ __ - -__. in 11 oil RD" / -- o % m _m m m m m� m pa °' `q� _ _°m a _ Y OF ENCINITAS = R/W m U _ -- - 3 4 = CITY OF ENCINITAS R/W 6.0 RT „ -- RAILROAD R/W - °o r� - ` _ -- -, - - fL 0 wM - -- co - + - - - - - - - - =_ S-- 3 +00 s +oo PATH 111311 EXISTING 12 ", - HP GAS - - - -- -- - - r EE - -T 03 PATH B -_-SEE T- 8 - -- (� t +aD o° OR CURB INFO 1 a +00 n RB I F y - -- - - - -- L -133 4� v - 1 - _ + _J + - II rn ti G U 13 7 4 v cmv -- , - - - -- -EXISTING -_: g _- _12" HPGAS�_ 2 NO. F RADIUS(ft) Q REMARKS O_ N 77'47'43" E - - - -- 33.04 �m SEE T -03 FOR PATH 00� TIE -IN INFORMATION U U zQ N/A 17 b It- m z AD 6 �'- J - i4 - - - - - -- 6 +74.46 N ,. cD o EXISTING `�' -� 1 12" HP GAS i'nm� ODJ 0 + U.) C2 m z = w_ �I �►. t - ■ in ■ N 1958516.658 .. N 1957917-.T15 z .. -- °;z z 4 °z °z 5 z °z. +� - - n aZ W EXISTING TRACKS r- s.t3 -Q A J J o a -- - N (o - - _ GO I J J C? IZ Wm N In N W m M a0 ._. O._�. Z W a 1n 2 �j.".n Z =:N� �Z. �� � NZ �... N. I Z W W m O m 1� U m NN + .� + Z W W m + NN N r-- U) F IA In •- �Z IhZ �:.,Z N QZ OZ O1Z ItoZ NQ NO `o}, + J I N Wm GO aO �� N to LLi._ J�= +.._1Q- + rn +a +a +Q + +a +a +a +a +~ + ++ a N _�_.U(VN _�(�- -4V t`r = J r J J _ J J_. J . J_ to .... _..... _. li °_... O U U - -- GD'� = d ...G0. I� _ -. O.- _.6_.. -.:0 LUyJ ° z �. ., - = d U U I v- ++ Z ..__._.__ 1 _.. O ._ O O , H - O - ~ - d ..1- ~ - - �. ,. - _ _. �U. t0 �... d: + + N N _U 1n [� .____ - -. -..� W r r _ _ _ _ .. -._ ,.. ..- ,...�at_=..,.:.._.,,a.� ...., -1fr.. ,_..�._,�..'.. a Q Q <c ¢ O -. -a -a O _ Go ao N N -.. =P -_ -__ U U c H = m = 1- = a' = H = CO = H = m = + + w - J 00 U U _ CONNECT TO EXISTING FIBER U 9 - 26 c _.., OPTIC TO BE FURB INFO - -385' ( "( -- - t EXISTING FENCE �� RELOCATED BY OTHERS 8 L - -- - - 25'�A r- I - - -_ - -- ao - r o v u� I r rn M 8 V c+o 5 N o_ cli E S + ED L =97' , 2 +999 - _ o ° _� APPROXIMATE LIMITS _ a = , �` = a ���� w m _ 4 `a U pRO _ a z w OF DISTURBANCE-- f N 9 21 LANDING ASPHALT CONCRETE SECTION CENTERLINE "A" DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS 0 N 77'47'43" E - - - -- 33.04 N/A 2 A =98'20'03" 26.00 44.62 N/A 3 N 20'32'20" W - - - -- 9.43 N/A 4 0= 9636'32" 19.00 32.04 N/A 5 N 76'04'12" E - - - -- 46.08 N/A 6 0 =19 5531 " 100.00 1 34.78 1 N/A 7 0 = 11'10'54" 100.00 1 19.52 1 N/A 8 N 6717'49" E - - - -- 1 0.70 1 N/A REVISED PATH "B" CONFORMED REVISIONS c_ -= �N g58292'6T _ E 624241 T8 16 SEE T 0 OR DESIGN N INFO INFO CENTERLINE "B" DATA TABLE NO. DELTA OR BRG. E a LENGTH(ft) REMARKS w p= 106'10'11" 11.00 1A 3/14/12 QP yaw = =v» O� 1/12/12 N/A 3 A =22 23'55" lao 114.93 N/A 5 A= 14'00'54" 600.00 146.77 N0. DATE D = 2339'14" 250.00 103.21 ._ f� N 31'18'05" W REVISED PATH "B" CONFORMED REVISIONS c_ -= �N g58292'6T _ E 624241 T8 16 SEE T 0 OR DESIGN N INFO INFO CENTERLINE "B" DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS - �- ,� p= 106'10'11" 11.00 20.38 N/A QP A= 29'06'36" 69.00 35.06 N/A 3 A =22 23'55" 294.00 114.93 N/A 5 A= 14'00'54" 600.00 146.77 N/A D = 2339'14" 250.00 103.21 N/A f� N 31'18'05" W - - - -- 22.26 N/A INSTALL AC DIKE TYPE A PER SDRSD G -5. SEE N 31'18'05" W - - - -- 2.68 N/A 4 ❑ 0 =35 20'34" 21.00 12.95 N/A N 6638'40" W - - - -- 12.87 N/A INSTALL TRUNCATED DOME PER SDRSD G -30 D = 10'38'15" 26.00 4.83 N/A p C� a1TAS Rte__. CONSTRUCTION NOTES' T -'_- CENTERLINE "C" DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS - �- ,� N 75'31'07" E - - - -- 7.98 N/A 5 A = 89'14'54" 20.00 31.15 N/A 15 N 15'14'00" W - - - -- 67.59 N/A 5 D= 1635'48" 294.00 85.16 N/A = 72'06'01 " 11.00 13.84 N/A E 6242581.1.91 WARNING ! ! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASMENT SHALL BE PER SDG&E /SoCal GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED CONSTRUCT 611 AC (TYPE C2 PG64 -10) OVER 1211 ® A DSCAPE PLAN DRAWING NO• LC -04 AND T -05• 22 PER SDRSD G -2. HEIGHT PER PLAN. SEE SHEET ❑ SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION T -03. CONSTRUCT MBGR PER CALTRANS STD PLAN 23 ]0 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 A77L2 9 SEE SHEET T -03 24 FOR PAVEMENT TIE -IN DETAIL, SEE T -03 PLAN 11 INSTALL REMOVABLE LODGEPOLE BOLLARD. SEE SHEET LC -03 FOR 1" =20' ADDITIONAL DETAILS. 25 LIMITS OF DISTURBANCE 12 CONSTRUCT WALKWAY LANDINGS 9 2% MAXIMUM SLOPE (TYP) 26 CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; SEE 20 10 0 20 40 SEE RETAINING WALL LAYOUT RW -01 & 02 13 CONSTRUCT STAIRWAY PER DRAWING NO. LC -03 27 SEE SHEET XS -01 FOR SECTION A -A, B -B AND C -C. SCALE 1 "= 20' FOR RETAINING WALL DESIGN 28 SEE SHEET XS -02 FOR SECTION E -E, F -F AND I -I• DESIGNED BY DATE QRpFE55Ip�,4� HP, BS 1010 SANTA FE DRIVE PEDESTRIAN UNDERPASS SCALE o Fyc 2010 AS HP JL JL :� DRAWN BY TYLIN INTERNATIONAL A HP, BS, RM 2010 CONTRACT NO. 404 CANINO DEL RIO SOUTH, SUITE 700 SAN DIEGO, CA 92108 No 63686 CHECKED BY IM JL JL (619) 692 -1920 wrw.tylln.com s Exp. J. Lemons 2001 1 DRAWING NO. SHEET NO. N C T D "'F pFCICAI fOe�, PRJ. ENG. 2010 T -01.1 11 R1 BY CHK APRV JT, JL, HP 10 -2s San Diegos Regional Planning Agency FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES a I f 0 ©9,3- -`" _� = �1 CONSTRUCT 8` WIDE 520 -C -2500 CONCRETE OVER 12" CLASS II AB 14 - �- ,� WALKWAY PER DETAIL A CLASS II AB AT SAN ELIJO AVE. ENTRANCE - =_ m IA" 3 +20.24 4 END BUS STOP- C��.� "J / f••'�J 2' WIDE BUFFER TREATMENT; SEE LANDSCAPE DRAWING NO. LC -01; LC -02 15 SEE DRAWING NO. S -01 FOR RAIL UNDERPASS BEGIN TRUNCATED DOME ❑3 CONSTRUCT MODIFIED CONCRETE DRAINAGE DITCH PER SDRSD D -75. 16 INSTALL CONCRETE CURB PER SDRSD G -1. TYPE, WIDTH, GRADES, &DEPTH PER GRADING PLAN GP -01 & GP -02. HEIGHT PER PLAN. SEE SHEET T -03 f� CORRECTIONS BY CONSTRUCT 17 INSTALL AC DIKE TYPE A PER SDRSD G -5. SEE A 1143800 4 ❑ RETAINING WALL TYPE 4 PER SPPWC 6139 SEE DRAWING N0. PLAN SEE SHEET T -03• HIC; _ CONTRACT NO. -��. RW -01 THRU RW -04• RAILING ON TOP OF RETAINING WALL PER 78 INSTALL TRUNCATED DOME PER SDRSD G -30 LANDSCAPE PLAN DRAWING NO. LC -02 SECTION B -B ONLY DATE: CONSTRUCT BIOSWALE - WIDTH &GRADE PER 1g CONSTRUCT PEDESTRIAN REST AREA / BUS STOP; SEE __ -- 5 PLAN, 6" MINIMUM DEPTH. DRAWING N0. T -03 FOR SURFACE IMPROVEMENTS. SEE _,_ ---- _. SEE GRADING PLAN DRAWING NO. GP -01 AND LANDSCAPE PLANS FOR LANDSCAPE PLAN LC -02 AND LP -01 FOR ADDITIONAL " ADDITIONAL INFORMATION DETAILS -_ 20 _ © PROTECTIVE RAILING PER LANDSCAPE PLAN DRAWING NO LC -04 20 SEE SHEETS PC -01, PC -02 AND SP -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS EE IMPROVEMENT PROFILES T -02 INSTALL ADA HAND RAILING PER LANDSCAPE PLAN DRAWING NO LC -02 AND LC -03 21 FOR CAIRN SEE SHEET LC -03 FOR 20 FOR ADDITIONAL INFORMATION DESIGN INFORMATION _ - INSTALL POST Q. WIRE FENCE PER L N INSTALL CONCRETE CURB AND GUTTER TYPE G ® A DSCAPE PLAN DRAWING NO• LC -04 AND T -05• 22 PER SDRSD G -2. HEIGHT PER PLAN. SEE SHEET ❑ SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION T -03. CONSTRUCT MBGR PER CALTRANS STD PLAN 23 ]0 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 A77L2 9 SEE SHEET T -03 24 FOR PAVEMENT TIE -IN DETAIL, SEE T -03 PLAN 11 INSTALL REMOVABLE LODGEPOLE BOLLARD. SEE SHEET LC -03 FOR 1" =20' ADDITIONAL DETAILS. 25 LIMITS OF DISTURBANCE 12 CONSTRUCT WALKWAY LANDINGS 9 2% MAXIMUM SLOPE (TYP) 26 CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; SEE 20 10 0 20 40 SEE RETAINING WALL LAYOUT RW -01 & 02 13 CONSTRUCT STAIRWAY PER DRAWING NO. LC -03 27 SEE SHEET XS -01 FOR SECTION A -A, B -B AND C -C. SCALE 1 "= 20' FOR RETAINING WALL DESIGN 28 SEE SHEET XS -02 FOR SECTION E -E, F -F AND I -I• DESIGNED BY DATE QRpFE55Ip�,4� HP, BS 1010 SANTA FE DRIVE PEDESTRIAN UNDERPASS SCALE o Fyc 2010 AS HP JL JL :� DRAWN BY TYLIN INTERNATIONAL A HP, BS, RM 2010 CONTRACT NO. 404 CANINO DEL RIO SOUTH, SUITE 700 SAN DIEGO, CA 92108 No 63686 CHECKED BY IM JL JL (619) 692 -1920 wrw.tylln.com s Exp. J. Lemons 2001 1 DRAWING NO. SHEET NO. N C T D "'F pFCICAI fOe�, PRJ. ENG. 2010 T -01.1 11 R1 BY CHK APRV JT, JL, HP 10 -2s San Diegos Regional Planning Agency FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES a I f 0 ©9,3- FIBER OPTIC LINE PATH A PROFILE AT DEPTH UNKNOWN LOW POINT ELEV 86.25 LOW POINT SETA = i3 +60.88 rn PV` STA 1= 3 +61.04 PVI STA = 5 +42.60 VI ELEV-----,M-.2-3- PVI ELEV = 93.65 J o d W 00 rn A D. 1.9 A.D. .20 . = N o o rn M 5.16t K -- 6.26 06 m d -- L6 o + rn o ro ^, PVI STA - 3 +15 - 101 VC 0' VC— _`O d ° -H w + M N 1� rry PV/ ELEV = + ° N I ¢ iO A.D. 3 _ M ^ Mo ± + 0) I II K 00 `r IN 86.74 II p r > +rn +rn a `r oM I + CO o 0 15 .00 -0 M 40 � Nor Il > U1 0) Q W > l-W II II +rn r\ �N ON Mri`� I 11 WW ai w tiL o w N00p0 0 VC n X00 +ro 50' VC i°� cn w ¢ - ¢ J II! K 11. r - _ PVI STA = 3 +95 O w t" a a 1 w 1—w II 00� 00M I w L —1.08% (n ( ¢ > + IN M 0 + 6 j 6 0 j PVI ELEV = 86.57 + K U (nw w, o w ~ M (6 M m m > w o^M A.D. = 3.80 <r °° m m w 8.00% S,US% - EL 95 EL 95 - -4.73% w N II ; w M -tso% m &i cu w K = 13.17 » — 7.99% RAMP SED PROPOSED — -4859 — n ro m > > - H -1 F _ — W w — _ SDI _. _ LANDING W w 00 » p PROPOSED ART PROPOSED N 00 0 o-¢ N EL 85 - _ FINISHED GRADE N w J + M RAMP AT (L 1.26% 1 00% o Un - EL 83 I �Y¢ LO 0) 94% ry jI 0) rn m CL II II 0) f EXISTING EXISTING - H w- ¢ w �r "! GROUND I 12" SOCAL ¢ > > o F L M In �_ _ Ex►s71NG II '"�' w ¢ J w a SEE GRADING PLAN GP-619 GP -02 &- - M II M id I, w o GP_0, > - D HP GAS LINE m+w u 00 18 S j (DEPTH TO BE a °z w a FOR ADDITIONAL INFORMATION! LL' W DETERMINED BY - -- PATH, B PROFILE Q TP -82.Ot 11 W PROP. _ -- - POTHOLE) LANDING ° SEE IMPROVEMENT PLAN T -03 FOR - SEE DETAIL¢.+ - - -- _ .. -+ �o EURBFDATA TABLE ±I H ±I SHEET GP 02 06 o rn !�� sr� ° o �o ^ It >� 00 SEE-DRAINAGE 04 rn DIo N oIN °> w M n r W PP- b1R &02AFORPALN AND PROFILE 0 0 -H o II > > II 11 C6 O >? IN C6 >w 000040 ON o� +LW r<w rn� +w Q L STORM DRAIN DESIGN � - _ st uj 00 _Wj -j (0 ,n 00 °'10 ^ H � O _j + w M +W W + f.W W apW W O III f�> ZWl- - `}b zW z`` z�' +w w 00� L +L a� z� o =o Z.. _ O _.ti. O -.- NOtl__. I- ..._+W• - -M - -- ¢O_ O -ALL ¢O �aLO ¢ao� f a-0 zW o� zw naW Qo lQ� 00� (00- w 1- x a w FINISHED o Q o _ o PUNISHED SHED PROPOSED c~n a° 00 - EL 95 SURFACE 00 a ai i w 00 d SURFACE EL 95 w EL 85- - CS n 00 000 Nn�N .- -EL N EXISTING 12" HP GAS a) IN LID TOP_ OF _PIPE., APPROX. PER POTHOLE INFORMATION EXISTING 3.1't COVER GROUND +DO +DO + W + D0 +a INOTE: TOP OF PIPE EL 75 - PROFILE IS APPROXIMATED a } -__ -- ; 10 5 0 10 2' R POTHOLE INFORMATION PROVIDED. CONTRACTOR ____._- r NOTE: LODATION OF EXISTING GAS LINE BETWEEN - EL q 11_ VERTICAL SCALE 1 - 10 TO COORDINATE WITH DO LO 6 ^ , Mth + NN V d- , It t o INN ^��� CONSTRUCTION. i � E v NO. PER POTHOLE INFORMATION UNKNOWN AND HAS NOT BEEN VERIFIED. } II II II W W W IF W 'll II +oo II `- a + ed + W 6 +00 cMp �1 tl N N �' <t - M N NOTES: �L hL¢L Q� > w INCLUDING II IN M uJ M � N �. co 1+ rn II II + 0) to 073 14: I II II Il co 00 ul O � t + y -- N � + � � - EL 95 � J W I N NII ^ N > ,- Ii IIJ rn Q IN �W�L, WII> II, +�NW Q LLJ J II > > w ¢ w N II > ¢ LLA M._¢W W ¢ W� Lu 00 W+ao+N �O<h D Do 9LANDING(TYP) N GROUND L J¢ w L EL 85 - w ¢ W -. w �W II> < N I� �' r� cn 85 �0j Md _g D9 _ _ -7.9- � to --1 Li vl L L QW J II > n M II II II II Mo N 12" SOCAL HP GAS LINE (TYP) PROPOSED -1.96% l -7839 - L Ei 75 FG = 85.97.+ Cf) RAMP V) ti w W - 2.009 - 1.799 -1.719 J W N .- N 't N N N �..Do 00 - 1.809; . ',-1.02%' _ '3'� PROPOSED + ..,- Q ~ ¢ W F- L rn M II N O M raj N rn Do �? IQ N EL — 95 -4.529 II + �¢w' N; PATH C PROFILE M O ^ _ EL 96 -1.69% ¢> it NM NM In L� N II II II EXISTING _ -t.fi9� \\ In c¢~n W w W L w II- II J II > w � II Q GROUND \ (0 ¢ � w 00 L/) w w EL 85 - -4.639 -_ — — — \ _ L PROPOSED EXISTING LANDING (TYP) -1.759 12" SOCAL - HP GAS LINE E 'L 75 - PROPOSED -1.77% o. 00% 4.37 % % - EL 75 sra1R (rYP) I PROPOSED FINISHED GRADE AT EXISTING MCI FIBER OPTIC LINE PATH A PROFILE AT DEPTH UNKNOWN LOW POINT ELEV 86.25 LOW POINT SETA = i3 +60.88 rn PV` STA 1= 3 +61.04 PVI STA = 5 +42.60 VI ELEV-----,M-.2-3- PVI ELEV = 93.65 J o d W 00 rn A D. 1.9 A.D. .20 . = N o o rn M 5.16t K -- 6.26 06 m d -- L6 o + rn o ro ^, PVI STA - 3 +15 - 101 VC 0' VC— _`O d ° -H w + M N 1� rry PV/ ELEV = + ° N I ¢ iO A.D. 3 _ M ^ Mo ± + 0) I II K 00 `r IN 86.74 II p r > +rn +rn a `r oM I + CO o 0 15 .00 -0 M 40 � Nor Il > U1 0) Q W > l-W II II +rn r\ �N ON Mri`� I 11 WW ai w tiL o w N00p0 0 VC n X00 +ro 50' VC i°� cn w ¢ - ¢ J II! K 11. r - _ PVI STA = 3 +95 O w t" a a 1 w 1—w II 00� 00M I w L —1.08% (n ( ¢ > + IN M 0 + 6 j 6 0 j PVI ELEV = 86.57 + K U (nw w, o w ~ M (6 M m m > w o^M A.D. = 3.80 <r °° m m w 8.00% S,US% - EL 95 EL 95 - -4.73% w N II ; w M -tso% m &i cu w K = 13.17 » — 7.99% RAMP SED PROPOSED — -4859 — n ro m > > - H -1 F _ — W w — _ SDI _. _ LANDING W w 00 » p PROPOSED ART PROPOSED N 00 0 o-¢ N EL 85 - _ FINISHED GRADE N w J + M RAMP AT (L 1.26% 1 00% o Un - EL 83 I �Y¢ LO 0) 94% ry jI 0) rn m CL II II 0) f EXISTING EXISTING - H w- ¢ w �r "! GROUND I 12" SOCAL ¢ > > o F L M In �_ _ Ex►s71NG II '"�' w ¢ J w a SEE GRADING PLAN GP-619 GP -02 &- - M II M id I, w o GP_0, > - D HP GAS LINE m+w u 00 18 S j (DEPTH TO BE a °z w a FOR ADDITIONAL INFORMATION! LL' W DETERMINED BY - -- PATH, B PROFILE Q TP -82.Ot 11 W PROP. _ -- - POTHOLE) LANDING ° SEE IMPROVEMENT PLAN T -03 FOR - SEE DETAIL¢.+ - - -- _ .. -+ �o EURBFDATA TABLE ±I H ±I SHEET GP 02 06 o rn !�� sr� ° o �o ^ It >� 00 SEE-DRAINAGE 04 rn DIo N oIN °> w M n r W PP- b1R &02AFORPALN AND PROFILE 0 0 -H o II > > II 11 C6 O >? IN C6 >w 000040 ON o� +LW r<w rn� +w Q L STORM DRAIN DESIGN � - _ st uj 00 _Wj -j (0 ,n 00 °'10 ^ H � O _j + w M +W W + f.W W apW W O III f�> ZWl- - `}b zW z`` z�' +w w 00� L +L a� z� o =o Z.. _ O _.ti. O -.- NOtl__. I- ..._+W• - -M - -- ¢O_ O -ALL ¢O �aLO ¢ao� f a-0 zW o� zw naW Qo lQ� 00� (00- w 1- x a w FINISHED o Q o _ o PUNISHED SHED PROPOSED c~n a° 00 - EL 95 SURFACE 00 a ai i w 00 d SURFACE EL 95 w EL 85- - CS n 00 000 Nn�N .- -EL N EXISTING 12" HP GAS TOP_ OF _PIPE., APPROX. PER POTHOLE INFORMATION EXISTING 3.1't COVER GROUND +DO +DO + W + D0 +a INOTE: TOP OF PIPE EL 75 - PROFILE IS APPROXIMATED a } -__ -- ; 10 5 0 10 2' R POTHOLE INFORMATION PROVIDED. CONTRACTOR ____._- r NOTE: LODATION OF EXISTING GAS LINE BETWEEN - EL 75 11_ VERTICAL SCALE 1 - 10 TO COORDINATE WITH SOCAL GAS TO VERIFYY EXACT EXISTING GAS 'PROFILE POTHOLES AT STATIONS- - .- II II II II Mth + NN V d- , It t o INN ^��� CONSTRUCTION. i � E v NO. PER POTHOLE INFORMATION UNKNOWN AND HAS NOT BEEN VERIFIED. } II II II W W W IF W 'll II +oo II `- a + ed + W 6 +00 cMp �1 tl N N �' <t - M N NOTES: �L hL¢L Q� > w INCLUDING II IN M uJ M � N �. IN EL _ 95 to ¢ L II Lli IN > ul O � t + y -- N � + � � - EL 95 � J W I N NII ^ N -I- Ii �W�L, WII> II, +�NW v¢� i ' ¢ EXISTING II > > w ¢ w N II > ¢ � w¢ -s.s1, 9LANDING(TYP) N GROUND L J¢ w L EL 85 - -o.9�x -5.55 -s.ez� : _ -. � < N �' EL 85 _g D9 _ _ -7.9- � EXISTING 2:'009, ,.. .96 4 -7.8C EL 75 - 12" SOCAL HP GAS LINE (TYP) PROPOSED -1.96% l -7839 - L Ei 75 FG = 85.97.+ RAMP (TYP) - 2.009 - 1.799 -1.719 EX. TOP = 82.7+ PROPOSED FINISHED GRADE AT PATH C PROFILE AT FIBER OPTIC LINE PATH A PROFILE AT DEPTH UNKNOWN LOW POINT ELEV 86.25 LOW POINT SETA = i3 +60.88 rn PV` STA 1= 3 +61.04 PVI STA = 5 +42.60 VI ELEV-----,M-.2-3- PVI ELEV = 93.65 J o d W 00 rn A D. 1.9 A.D. .20 . = N o o rn M 5.16t K -- 6.26 06 m d -- L6 o + rn o ro ^, PVI STA - 3 +15 - 101 VC 0' VC— _`O d ° -H w + M N 1� rry PV/ ELEV = + ° N I ¢ iO A.D. 3 _ M ^ Mo ± + 0) I II K 00 `r IN 86.74 II p r > +rn +rn a `r oM I + CO o 0 15 .00 -0 M 40 � Nor Il > U1 0) Q W > l-W II II +rn r\ �N ON Mri`� I 11 WW ai w tiL o w N00p0 0 VC n X00 +ro 50' VC i°� cn w ¢ - ¢ J II! K 11. r - _ PVI STA = 3 +95 O w t" a a 1 w 1—w II 00� 00M I w L —1.08% (n ( ¢ > + IN M 0 + 6 j 6 0 j PVI ELEV = 86.57 + K U (nw w, o w ~ M (6 M m m > w o^M A.D. = 3.80 <r °° m m w 8.00% S,US% - EL 95 EL 95 - -4.73% w N II ; w M -tso% m &i cu w K = 13.17 » — 7.99% RAMP SED PROPOSED — -4859 — n ro m > > - H -1 F _ — W w — _ SDI _. _ LANDING W w 00 » p PROPOSED ART PROPOSED N 00 0 o-¢ N EL 85 - _ FINISHED GRADE N w J + M RAMP AT (L 1.26% 1 00% o Un - EL 83 I �Y¢ LO 0) 94% ry jI 0) rn m CL II II 0) f EXISTING EXISTING - H w- ¢ w �r "! GROUND I 12" SOCAL ¢ > > o F L M In �_ _ Ex►s71NG II '"�' w ¢ J w a SEE GRADING PLAN GP-619 GP -02 &- - M II M id I, w o GP_0, > - D HP GAS LINE m+w u 00 18 S j (DEPTH TO BE a °z w a FOR ADDITIONAL INFORMATION! LL' W DETERMINED BY - -- PATH, B PROFILE Q TP -82.Ot 11 W PROP. _ -- - POTHOLE) LANDING ° SEE IMPROVEMENT PLAN T -03 FOR - SEE DETAIL¢.+ - - -- _ .. -+ �o EURBFDATA TABLE ±I H ±I SHEET GP 02 06 o rn !�� sr� ° o �o ^ It >� 00 SEE-DRAINAGE 04 rn DIo N oIN °> w M n r W PP- b1R &02AFORPALN AND PROFILE 0 0 -H o II > > II 11 C6 O >? IN C6 >w 000040 ON o� +LW r<w rn� +w Q L STORM DRAIN DESIGN � - _ st uj 00 _Wj -j (0 ,n 00 °'10 ^ H � O _j + w M +W W + f.W W apW W O III f�> ZWl- - `}b zW z`` z�' +w w 00� L +L a� z� o =o Z.. _ O _.ti. O -.- NOtl__. I- ..._+W• - -M - -- ¢O_ O -ALL ¢O �aLO ¢ao� f a-0 zW o� zw naW Qo lQ� 00� (00- w 1- x a w FINISHED o Q o _ o PUNISHED SHED PROPOSED c~n a° 00 - EL 95 SURFACE 00 a ai i w 00 d SURFACE EL 95 w EL 85- - ` -EL 85 EXISTING 12" HP GAS TOP_ OF _PIPE., APPROX. PER POTHOLE INFORMATION EXISTING 3.1't COVER GROUND INOTE: TOP OF PIPE EL 75 - PROFILE IS APPROXIMATED a } -__ -- ; 10 5 0 10 2' R POTHOLE INFORMATION PROVIDED. CONTRACTOR ____._- r NOTE: LODATION OF EXISTING GAS LINE BETWEEN - EL 75 11_ VERTICAL SCALE 1 - 10 TO COORDINATE WITH SOCAL GAS TO VERIFYY EXACT EXISTING GAS 'PROFILE POTHOLES AT STATIONS- 3 +67.65 AND 4 +68.48 IS 20 10 0 20 4 LOCATION PRIOR TO CONSTRUCTION. i � E v NO. PER POTHOLE INFORMATION UNKNOWN AND HAS NOT BEEN VERIFIED. } I. HORIZONTAL SCALE 1 = 20 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 NOTES: 1, MAX ALLOWABLE BIKE PATH GRADE IS 8.00% INCLUDING CONSTRUCTION TOLERANCES 2. MAX ALLOWABLE LANDING GRADE IS 2.00% INCLUDING CONSTRUCTION TOLERANCES. — QµOFESS7Ory4� DESIGNED BY Quo Fy HP, BS DRAWN BY TYLININTERNATIONAL p �yp HP, BS, RM 404 CAMINO DEL RIO SOUTH, SUITE 700 SAN OIE00. CA 92108 63686 CHECKED BY IM JL JL (619) 692 -1920 www.tylln.00m i� NO �F s Exp- J. Lemons r4rF CIVIL �•`',p BY CHK APRV N C T D OF CAS" o PRJ. ENG. JT, JL, HP 1 San Diego's Regional Planning Agency SANTA FE DRIVE PEDESTRIAN UNDERPASS IMPROVEMENT PROFILES FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES L SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. T -02 12 1 2 3 001- 3 p W J QO 1/12/12 CONFORMED i � E v NO. DATE } ,sLL — QµOFESS7Ory4� DESIGNED BY Quo Fy HP, BS DRAWN BY TYLININTERNATIONAL p �yp HP, BS, RM 404 CAMINO DEL RIO SOUTH, SUITE 700 SAN OIE00. CA 92108 63686 CHECKED BY IM JL JL (619) 692 -1920 www.tylln.00m i� NO �F s Exp- J. Lemons r4rF CIVIL �•`',p BY CHK APRV N C T D OF CAS" o PRJ. ENG. JT, JL, HP 1 San Diego's Regional Planning Agency SANTA FE DRIVE PEDESTRIAN UNDERPASS IMPROVEMENT PROFILES FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES L SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. T -02 12 1 2 3 001- W a 3 � W J � W d N J } d E d O _ d d p } — O — O LL ORIGINAL SCALE IS IN INCHES I I I a VULCAN AVE. ITY OF ENCINITAS R/W RAILROAD R/W r N 1958361.67 i4 E 6242392.49 0 N 1958352.47 SANTA FE DR. N 1958395.41 E 6242567.35 SAN ELIJO N 1958388.810 J SAWCUT E 6242569.960 AVE. _ 23 L -26 N 1958363.500 APPROX. E 6242575.908 EXISTING EP ❑ \ 25 IMPACT; HEAD 1 IM�ACT HEAD - `,, E 6242563.93 - - n^ ANCE AT SANTA FE DRIVE 10 5 0 10 20 N 1958310.17 L E 6242421.61 N 19 831 .04 N 1958292.12 E 6242424.57 o ' E 6242430.27 D N 1958280.26 ❑ E 6242427.17 12 "-.►a If 12' - - - - -- " CURB 22 AC 6 SAWCUT AND GUTTER 25 HIGHWAY 101 PEDESTRIAN REST AREA /BUS STOP NOTE: FOR STORM DRAIN DESIGN, SEE SHEET DPP -01 & DPP -02.. NOTE: FOR GRADING INFORMATION, SEE SHEET GP -03. NOTE: FOR CONSTRUCTION NOTE INFORMATION, SEE SHEET T -01. NO. 14' RADIUS(ft) LENGTH(ft) 'CONCRETE 1 2'i N 39-20'17" W Sww QO 1/12112 AU a LL 30.00 25.42 _. ;oE ) / M 27.84 BUS STOP EDGE OF PVMT o„ . NO. DATE 12.07 FlRmffitll OWN, 14 A =79 °05'50" 13.50 / 6" CURB 15 X - - - - 1.00 BUS STOP EDGE OF PVMT N 76 °04'12" PATH "A" - - - -- 5.33 6" 0 N 1958352.47 SANTA FE DR. N 1958395.41 E 6242567.35 SAN ELIJO N 1958388.810 J SAWCUT E 6242569.960 AVE. _ 23 L -26 N 1958363.500 APPROX. E 6242575.908 EXISTING EP ❑ \ 25 IMPACT; HEAD 1 IM�ACT HEAD - `,, E 6242563.93 - - n^ ANCE AT SANTA FE DRIVE 10 5 0 10 20 N 1958310.17 L E 6242421.61 N 19 831 .04 N 1958292.12 E 6242424.57 o ' E 6242430.27 D N 1958280.26 ❑ E 6242427.17 12 "-.►a If 12' - - - - -- " CURB 22 AC 6 SAWCUT AND GUTTER 25 HIGHWAY 101 PEDESTRIAN REST AREA /BUS STOP NOTE: FOR STORM DRAIN DESIGN, SEE SHEET DPP -01 & DPP -02.. NOTE: FOR GRADING INFORMATION, SEE SHEET GP -03. NOTE: FOR CONSTRUCTION NOTE INFORMATION, SEE SHEET T -01. 10 5 0 10 20 SCALE 1 "= 10' I SAN ELIJO AVE. p tn. p In M Qo W 0� W Y Y J 0� N Of ,-, 00 Ln U 0 . Qo (_0 + o a a 25 SAWCUT Ln v = o c� - 0 m n mzLu mz _ + + _ FAD 4 CITY OF_ . NCINITAS R� RAI OAD R/W 0 J _- J Ln PN 0 �m m 6 +14.45 6 +00= o_ 4-. -" EXISTING 12" HP GAS TION OF POINT SECTION A -A i -- NO SCALE RAILROAD R/W EXISTING P CITY OF ENCINITAS R/W HORIZONTAL CONTROL DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS 10 N 39-20'17" W Sww QO 1/12112 CONFORMED a LL 30.00 25.42 BUS STOP EDGE OF PVMT /6" CURB ;oE A= 122'40'56" 13.00 27.84 BUS STOP EDGE OF PVMT 3 m m NO. DATE 12.07 6" CURB 14 A =79 °05'50" 13.50 18.64 6" CURB 15 N 6631'35" E 10 5 0 10 20 SCALE 1 "= 10' I SAN ELIJO AVE. p tn. p In M Qo W 0� W Y Y J 0� N Of ,-, 00 Ln U 0 . Qo (_0 + o a a 25 SAWCUT Ln v = o c� - 0 m n mzLu mz _ + + _ FAD 4 CITY OF_ . NCINITAS R� RAI OAD R/W 0 J _- J Ln PN 0 �m m 6 +14.45 6 +00= o_ 4-. -" EXISTING 12" HP GAS TION OF POINT SECTION A -A i -- NO SCALE RAILROAD R/W EXISTING P CITY OF ENCINITAS R/W HORIZONTAL CONTROL DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS 10 N 39-20'17" W - - - - 30.67 BUS STOP EDGE OF PVMT 11 A= 4832'48" 30.00 25.42 BUS STOP EDGE OF PVMT /6" CURB i2 A= 122'40'56" 13.00 27.84 BUS STOP EDGE OF PVMT 13 N 39'20'17" W - - - - 12.07 6" CURB 14 A =79 °05'50" 13.50 18.64 6" CURB 15 N 6631'35" E - - - - 1.00 BUS STOP EDGE OF PVMT COASTAL RAIL TRAIL CONNECTION AT SAN ELI_JO AVE. 10 5 0 10 20 SCALE 1"= 10' X00 PATH "g" 7 �0 PATH IIC II f y I OFE5510 DESIGNED BY DATE ea ro44 Fyn HP, BS 2010 DRAWN BY TYLIN INTERNATIONAL w J�� m HP, Bs, RM 2010 404 CANNO DEL RIO SOUTH, SUITE 700 SAN DIEGO. CA 92108 * No 6'3686 ,� CHECKED BY IM JL JL 619) 692 -1920 .....Y " ^°°" Ex J. Lemons 2011 P 2011 9T6 CIVIL FOP�,p PRJ. ENG. BY CHK AP RV OF CAL S JT, JL, HP 17 29 CURB DATA AT INTERSECTION 10 5 0 10 20 SCALE 1"= 10' AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: CURB DATA AT UNDERPASS 10 5 0 10 20 SCALE 1"= 10' NOTE: FOR SECTION H -H, SEE SHEET GP -03. CURB CURB DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) RADIUS(ft) REMARKS 'O A = 7422'11" 14.50 18.82 AC DIKE TYPE A PER SDRSD G -5 6" N 76 °04'12" E - - - -- 29.70 6" CURB, SEE DRAWING NO. LC -04 0.97 N 76'04'12" E - - - -- 29.70 6" CURB, SEE DRAWING NO. LC -04 21.50 N 76 °04'12" E - - - -- 5.33 6" CURB, SEE DRAWING NO. LC -04 L =13 °02'59" N 76'04'12" E - - - -- 5.33 6" CURB, SEE DRAWING NO. LC -04 B N 13'55'48" W - - - -- 7.00 0" CURB, SEE DRAWING NO. LC -04 O = 139'52" A= 2920'21" 594.00 17.26 1 6" 6" CURB PER SDRSD G -1 O �= 11831'57" 2D 5.50 11.38 1.83 6" CURB PER SDRSD G -1 O A =61 °58'15" G -1 13.50 14.60 6" CURB PER SDRSD G -1 ° N 15 °14'00" W - - - -- 18.63 6" CURB PER SDRSD G -1 A =78 °16'45" 9.50 12.98 6" CURB PER SDRSD G -1 2 A= 76'03'02" 26.50 35.17 6" CURB PER SDRSD G -1 t3 N 1434'22" W - - - -- 43.39 6" CURB PER SDRSD G -1 OFE5510 DESIGNED BY DATE ea ro44 Fyn HP, BS 2010 DRAWN BY TYLIN INTERNATIONAL w J�� m HP, Bs, RM 2010 404 CANNO DEL RIO SOUTH, SUITE 700 SAN DIEGO. CA 92108 * No 6'3686 ,� CHECKED BY IM JL JL 619) 692 -1920 .....Y " ^°°" Ex J. Lemons 2011 P 2011 9T6 CIVIL FOP�,p PRJ. ENG. BY CHK AP RV OF CAL S JT, JL, HP 17 29 CURB DATA AT INTERSECTION 10 5 0 10 20 SCALE 1"= 10' AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: CURB DATA AT UNDERPASS 10 5 0 10 20 SCALE 1"= 10' NOTE: FOR SECTION H -H, SEE SHEET GP -03. San Diego's Regional Planning Agency ATA AT STAIRWAY r_ WARNING II EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASMENT SHALL BE PER SDG&E /SoCal GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED SANTA FE DRIVE PEDESTRIAN UNDERPASS IMPROVEMENT PLAN FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I SCALE AS SHOWN CONTRACT ^00. DRAWING NO. SHEET NO. T -03 13 1 2 0093 r5-V CURB DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS 4 A =35 °36'57" 17.50 10.88 6" CURB PER SDRSD G -1 5 A= 110 °58'04" 0.50 0.97 6" CURB PER SDRSD G -1 '6 A =23 °19'56" 21.50 8.76 6" CURB PER SDRSD G -1 '7 L =13 °02'59" 21.50 4.90 6" CURB PER SDRSD G -1 B N 23-28'25" W - - - -- 94.80 6" CURB PER SDRSD 0-1 9 A= 2920'21" 16.50 8.45 1 6" CURB PER SDRSD G -1 2D N 6631'35" E 1 - - - -- 1.83 1 6" CURB PER SDRSD G -1 San Diego's Regional Planning Agency ATA AT STAIRWAY r_ WARNING II EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASMENT SHALL BE PER SDG&E /SoCal GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED SANTA FE DRIVE PEDESTRIAN UNDERPASS IMPROVEMENT PLAN FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I SCALE AS SHOWN CONTRACT ^00. DRAWING NO. SHEET NO. T -03 13 1 2 0093 r5-V a a o m � w w J O LL N N 1 + 1 + " i � E a o v `w u + — r o •- � o LL ORIGINAL SCALE IS IN INCHES p0` , - S� 6 N a k 35 J 0- v 36 0 + CITY OF ENCINITAS R/W _ - - 34 42 `O �. ° RAIL R/W 3 A U 1 ` d 41 LO �._. 5 +00 _ Ln 32 33 4+00 - _ ~ W - -- - I - PATH II B II 34 _ _ 4-- D Z W - -1 ---__ - -_ 5 +00 40 C; Uw - -- - - h- W EXISTING GAS ~ a� COASTAL RAIL TRAIL - PATH "B" 1 " =10' 10 5 0 10 20 SCALE 1 "= 10' w w DATA TABLE NO. DESIGNED BY DATE °re w REMARKS OFESSIO eR N4< a LL QO 1/12/12 OUTSIDE EDGE OF 2' BUFFER <yc A = 6'38'38" 3 O O 1.97 OUTSIDE EDGE OF 2' BUFFER .. NO. DATE m TYLININTERNATIONAL W >oLL zoio 12.28 CONFORMED HORIZONTAL CONTROL - FENCING- 1 11 =40' 40 20 0 40 80 SCALE 1 "= 40' IM I JL I JL BY I CHK I APRV ,1h. r• LID 0 6 +00 6 +14.45 HORIZONTAL CONTROL DATA TABLE NO. DESIGNED BY DATE LENGTH(ft) REMARKS OFESSIO eR N4< HP , BS 10-29 2010 16.63 OUTSIDE EDGE OF 2' BUFFER <yc A = 6'38'38" 17.00 1.97 OUTSIDE EDGE OF 2' BUFFER .. DRAWN BY - - - -- 18.04 TYLININTERNATIONAL W HP, BS, RM zoio 12.28 404 CAMINO DEL RIO SOUTH. SUITE 700 SAN DIEGO. CA 92108 NO-63686 CHECKED BY 30.00 38.46 (619) 692 -1920 www.+yllnxom �( Exp J. Lemons 2001 N C T D OUTSIDE EDGE OF STAIRS m .4Tf CIVIL OP��P A = 8731'12" 15.00 PRJ. ENG. OUTSIDE EDGE OF STAIRS (8 A =19 °55'31" OF Cpl 1F JT, JL, HP 10 -29 78 A = 231'27" 94.00 4.14 2010 ,1h. r• LID 0 6 +00 6 +14.45 HORIZONTAL CONTROL DATA TABLE NO. DELTA OR BRIG. RADIUS(ft) LENGTH(ft) REMARKS 70 N 77 °47'43" E - - - -- 16.63 OUTSIDE EDGE OF 2' BUFFER 71 A = 6'38'38" 17.00 1.97 OUTSIDE EDGE OF 2' BUFFER �3 N 71-09'05" E - - - -- 18.04 EDGE OF PATHWAY 73 A= 2326'45" 30.00 12.28 EDGE OF PATHWAY 74 A= 7327'12" 30.00 38.46 OUTSIDE EDGE OF STAIRS © N 2032'20" W - - - -- 9.43 OUTSIDE EDGE OF STAIRS 76 A = 8731'12" 15.00 22.91 OUTSIDE EDGE OF STAIRS (8 A =19 °55'31" 106.00 36.86 OUTSIDE EDGE OF 2' BUFFER 78 A = 231'27" 94.00 4.14 OUTSIDE EDGE OF 2' BUFFER i0 N 39'20'17" W - - - -- 30.67 BUS STOP EDGE OF PVMT it A= 4832'48" 30.00 25.42 BUS STOP EDGE OF PVMT 12 A= 122'40'56" 13.00 27.84 BUS STOP EDGE OF PVMT 13 NOT USED - - - -- - - - - NOT USED 14 N 77 °47'43" E - - - -- 16.63 OUTSIDE EDGE OF 2' BUFFER 15 A= 106'10'11" 5.00 9.27 OUTSIDE EDGE OF 2' BUFFER 16 A= 1321'03" 22.00 5.13 EDGE OF PATHWAY 17 A =73 °46'52" 22.00 28.33 OUTSIDE EDGE OF STAIRS 18 N 2032'20" W - - - -- 9.43 OUTSIDE EDGE OF STAIRS 19 A= 5722'45" 23.00 23.03 OUTSIDE EDGE OF STAIRS 20 A =67. 55'19" 10.00 11.86 OUTSIDE EDGE OF STAIRS 21 A =19 °55'31" 94.00 32.69 IOUTSIDE EDGE OF 2' BUFFER 22 A = 2'10'38" 1 106.00 1 4.03 JOUTSIDE EDGE OF 2' BUFFER FENCING DATA TABLE NO. DELTA OR BRIG. RADIUS(ft) LENGTH(ft) REMARKS 70 N 11 °45'41" W - - - -- 45.14 SEE SHEET LC -04 71 N 75 °03'33" E 188.50 49.16 SEE SHEET LC -04 72 N 2928'25" W - - - -- 21.47 SEE SHEET LC -04 73 N 2832'47" E 9.00 9.65 SEE SHEET LC -04 74 N 12 °12'10" W - - - -- 72.31 SEE SHEET LC -04 75 N 72 °12'10" W - - - -- 24.71 SEE SHEET LC -04 76 N 58 °55'48" W - - - -- 9.26 SEE SHEET LC -04 77 N 15 °01'36" W - - - -- 53.83 SEE SHEET LC -04 78 N 15 °44'13" W - - - -- 90.59 SEE SHEET LC -04 79 N 31-19'56" E - - - -- 6.90 SEE SHEET LC -04 80 N 13 °40'04" W - - - -- 1 1.90 SEE SHEET LC -04 San Diego's Regional Planning Agency FENCING HORIZONTAL CONTROL DATA TABLE DELTA OR BRG. RADIUS(ft) N0. I DELTA OR BRIG. RADIUS(ft) LENGTH(ft) - - - -- REMARKS SEE SHEET LC -04 30 A =29 °06'36" 75.00 38.11 OUTSIDE EDGE OF 2' BUFFER 31 A= 2223'55" 288.00 112.59 OUTSIDE EDGE OF 2' BUFFER 32 A =14 °00'54" 606.00 148.23 OUTSIDE EDGE OF 2' BUFFER 33 A = 2339'14" 244.00 100.73 OUTSIDE EDGE OF 2' BUFFER 34 N 31-18'05" W - - - -- 24.94 OUTSIDE EDGE OF 2' BUFFER 35 A =74 22'11 " 15.00 19.47 EDGE OF PATHWAY 36 A =29 °06'36" 63.00 32.01 OUTSIDE EDGE OF 2' BUFFER 37 A= 2223'55" 300.00 117.28 OUTSIDE EDGE OF 2' BUFFER 38 A =06 °03'22" 594.00 62.79 OUTSIDE EDGE OF 2' BUFFER 39 A = 0521126" 594.00 55.54 JOUTSIDE EDGE OF 2' BUFFER 40 A = 2339'14" 256.00 105.69 OUTSIDE EDGE OF 2' BUFFER 41 N 31-18'05" W - - - -- 24.94 OUTSIDE EDGE OF 2' BUFFER 42 A= 3520'34" 27.00 16.66 EDGE OF PATHWAY 43 N 6638'40" W - - - -- 12.87 EDGE OF PATHWAY 44 A =50-21 P1 0" 20.00 17.58 EDGE OF PATHWAY 50 A= 11132'10" 5.00 9.73 OUTSIDE EDGE OF 2' BUFFER 51 A =68 °50'14" 14.00 16.82 OUTSIDE EDGE OF 2' BUFFER 52 N 15 °14'00" W - - - -- 67.59 OUTSIDE EDGE OF 2' BUFFER 53 A =15 °50'54" 300.00 82.98 OUTSIDE EDGE OF 2' BUFFER 54 A =78 °16'45" 10.00 13.66 OUTSIDE EDGE OF 2' BUFFER 55 A =76 °03'02" 26.00 34.51 OUTSIDE EDGE OF 2' BUFFER 56 N 15 °14'00" W - - - -- 67.59 OUTSIDE EDGE OF 2' BUFFER 57 A=16'35'48" 288.00 83.42 OUTSIDE EDGE OF 2' BUFFER 58 A =72 °06'01" 5.00 6.29 OUTSIDE EDGE OF 2' BUFFER 59 A =23 °19'56" 22.00 8.96 OUTSIDE EDGE OF 2' BUFFER 60 A= 110 °58'04" 1.00 1.94 OUTSIDE EDGE OF 2' BUFFER 61 A = 3536'57" 17.00 10.57 OUTSIDE EDGE OF 2' BUFFER FENCING DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS 81 N 58 °40'04" W - - - -- 7.75 SEE SHEET LC -04 82 N 16 °47'21" W - - - -- 51.07 SEE SHEET LC -04 83 N 7234'29" E - - - -- 79.71 SEE SHEET LC -04 84 N 1738'16" W - - - -- 85.19 SEE SHEET LC -04 85 N 31-04'12" E - - - -- 13.25 SEE SHEET LC -04 86 N 15 °09'15" W - - - -- 90.92 SEE SHEET LC -04 87 N 1627'14" W - - - -- 120.47 SEE SHEET LC -04 88 N 17 °40'59" W - - - -- 80.33 SEE SHEET LC -04 89 N 18 °43'26" W - - - -- 80.24 SEE SHEET LC -04 90 N 18 °46'50" W - - - -- 79.78 SEE SHEET LC -04 91 N 77 °08'57" E 35.08 7.87 SEE SHEET LC -04 92 N 03-29'16" E 285.50 17.38 SEE SHEET LC -04 93 N 76 °16'34" E - - - -- 4.00 SEE SHEET LC -04 94 N 7435114" E - - - -- 4.80 SEE SHEET LC -04 AS BUILT CORRECTIONS BY CVJQ 2,01S, CONTRACT NO. 1143800 t DATE: `�%lk� SANTA FE DRIVE PEDESTRIAN UNDERPASS HORIZONTAL CONTROL PLAN FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES L SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. T -05 15 1 2 1 ) 1 l 00 93 -51- VULCAN AVEa' EP (96.27 + / -; ,. 0) Rol J FIG 95. —. — — v „_lam IMF 1 ! me u MINES •� ' •1 �3 CONSTRUCT CONCRETE DRAINAGE DITCH PER SDRSD D -75. TYPE, WIDTH, GRADES, & DEPTH PER GRADING PLAN GP -01 & GP -02° MATCH LANE 4v ��/��1mOO CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 613; SEE DRAWING NO. RW -01 THRU RW -04. RAILING ON TOP OF RETAINING WALL PER LANDSCAPE SEE SHEET GP -03 PLAN DRAWING NO. LC -02 SECTION B -B ONLY ❑ CONSTRUCT BIOSWALE - WIDTH & GRADE PER PLAN, 6" MINIMUM DEPTH. GRADING PLAN SEE GRADING PLAN DRAWING N0, GP -01 AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION 10 5 0 10 20 F9 SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION SCALE 1 "= 10' — - - - 10 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 - _ --- 16 INSTALL CONCRETE CURB PER SDRSD G -1. HEIGHT PER PLAN, SEE SHEET T -03 0 /� m CONSTRUCT PEDESTRIAN AREA •' DRAWING •. • FOR SURFACE IMPROVEMENTS. SEE LANDSCAPE A LC-02 AND LP-01 20 SEE SHEET PC -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS GRADINGPLAN - STAIRWAY 1�1�0 6100 01rn0 1 00 MMO r-00 r 00 rLnLr) °0 r NO 0Ln0 a1v0 000Ln r- NM L0 61Ln V LAO rf)(D, N 11 00 ° ct to N N O 1 O CB 61 00 LD r C6 N .4 d" N fn M 00 0 0 CO Lb r r' 00 00 00 22 INSTALL CONCRETE CURB AND GUTTER TYPE G PER SDRSD G -2. HEIGHT NEW M M M M M M M M M 00 00 00 CID OD 00 00 00 00 00 00 00 r' 00 00 r' r' r• N 3: 0 J PER PLAN. SEE SHEET T -03, SCALE 1 " =57 V) 3: 3: Ln�:: 3: (n 3: 3: V) 3: �: Ln3: 3: Ln33: Ln�: 3: V) 3: 3: Ln3� 3:: mH�La_ HHm mF- -m m mom F-I-m mF- m I-Hm mF- CD HHm 26 CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; SEE SHEET LC -04 DESIGNED BY DATE SCALE A�p�O QµoFE5570ryg7 �yi HP, BS ioio SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN DRAWN BY - TYLIN INTERNATIONAL w A HP, BS, RM 2oio CONTRACT NO. J 404 CAMINO DEL RIO SOUTH, SUITE 700 SAN DIEGO, CA 92108 * NO 63686 * CHECKED BY � QO s a 0 1/12/12 CONFORMED IM JL JL 6197 692-1920 www.tylin.com m Exp J. Lemons 2001 = r, CIVIL GRADING PLAN N0.1 ° E N T D rF oR PRJ. ENG. , DRAWING NO. SHEET NO. o v N0. DATE BY CHK APRV of GA`�F JT, JL, HP 2oio San Diego's Regional Planning Agency GP -01 16 > O LL FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I ( I 1 I 1 I oo93-s� In -j (\J I _ N IV; r— rn �r UILT LL CORRECTIONS BY NTRACT NO. 1143800 AN ELIJO AVEO DATE: " �------� • , • �, • • . • • • STATION ` •• .• • .• . • • • • .. .. e• .. •• •• . .• . • , I , • .• 00 co 00 00 OF CITY OF • . ' Li . . • • ' • •♦ ...• • 1� � • � • • • • • • is , • . ■ •. ® �+✓ IMF . .. I . .....e_ _ _ ... _... WIN • O • • •\��� � �.�� � fir. �.�.. .� " \.�! :. �� • �� - -- � ® �� •• , •' � � � � � - — � �''. • •• 4• 4 1 e• \ a� > h SCALE 1 "= 10' - 10 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 _ 16 INSTALL CONCRETE CURB PER SDRSD G -1. HEIGHT PER PLAN. SEE SHEET T-03 18 INSTALL TRUNCATED DOME PER SDRSD G -30 19 CONSTRUCT PEDESTRIAN REST AREA / BUS STOP; SEE DRAWING NO. T -0 FOR SURFACE IMPROVEMENTS. SEE LANDSCAPE PLAN LC -02 AND LP -01 FOR ADDITIONAL DETAILS 20 SEE SHEET PC -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS GRADING PLAN - STAIRWAY 5 2.5 0 1 2 r-N00 0 °O0 rnv00 22 INSTALL CONCRETE CURB AND GUTTER TYPE G PER SDRSD G -2. HEIGHT =300=310= v Lo v A N N 0 � 0 PER PLAN. SEE SHEET T -03. SCALE 1"= 5' rn rn Cr rn rn m rn rn rn 2 CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; SEE SHEET LC -04 IN— � m m � m � � m w DESIGNED BY DATE ? pROF ESS tOryg4 10 -29 HP, BS �``P�o Fyn 2010 1� DRAWN BY 3/i4/12 REVISED PATH "B" HP JL JL TYLININTERNATIONAL W p HP, BS, RM oio 3 0 ® 404 CANINO DEL RIO SOUTH. SUITE 700 SAN DIEGO. CA 92109 • J 0� 1/12/12 CONFORMED IM JL JL 1619) 692 -1920 ,,,•,,,fly.°„ * No sssas * CHECKED BY oa -os D LL Exp- J. Lemons 1 2011 NO. DATE REVISIONS BY CHK APRV T D FgTF OF ICAO FOP`'`p PRJ. ENG. m JT, JL, HP 10 -29 3 S LL 2010 San Diego's Regional Planning Agency / 000 00 MMO r-00 r-00 Lr)LP 0 r01.C)0 O L() r— N M L", CS) Ln � U') O M "0 N N 00 0I 0D Cfl I� tD N CI V N M M 00 0 0 00 00 r— I— 00 00 00 00 00 00 00 00 00 00 00 00 00 00 r�- 00 00 r— r-- r�- Ln � O J 3: 3: N3� N�� N�� U) 3: N�� mI — I— LL �m ��m mom 1-1-02 corm ��m CCO #3 SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOM CONTRACT NO. REVISED GRADING PLAN NO.1 1143800 DRAWING NO. SHEET NO. GP -01.1 16R1 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES L__��1 ■ I • 1■ I . 1 ❑3 CONSTRUCT CONCRETE DRAINAGE DITCH PER SDRSD D -75. TYPE, WIDTH, GRADES, &DEPTH PER GRADING PLAN GP -01 & GP -02. MATCH LINE 2 +45.00 CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 613; SEE DRAWING N0. r%n RW -01 THRU RW -04. RAILING ON TOP OF RETAINING WALL PER SEE SHEET 0 LANDSCAPE PLAN DRAWING NO. LC -02 SECTION B -B ONLY F5 CONSTRUCT BIOSWALE - WIDTH & GRADE PER PLAN, 611 MINIMUM DEPTH. GRADING PLAN SEE GRADING PLAN DRAWING NO. GP -01 AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION 10 5 0 10 20 [9 SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION SCALE 1 "= 10' - 10 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 _ 16 INSTALL CONCRETE CURB PER SDRSD G -1. HEIGHT PER PLAN. SEE SHEET T-03 18 INSTALL TRUNCATED DOME PER SDRSD G -30 19 CONSTRUCT PEDESTRIAN REST AREA / BUS STOP; SEE DRAWING NO. T -0 FOR SURFACE IMPROVEMENTS. SEE LANDSCAPE PLAN LC -02 AND LP -01 FOR ADDITIONAL DETAILS 20 SEE SHEET PC -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS GRADING PLAN - STAIRWAY 5 2.5 0 1 2 r-N00 0 °O0 rnv00 22 INSTALL CONCRETE CURB AND GUTTER TYPE G PER SDRSD G -2. HEIGHT =300=310= v Lo v A N N 0 � 0 PER PLAN. SEE SHEET T -03. SCALE 1"= 5' rn rn Cr rn rn m rn rn rn 2 CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; SEE SHEET LC -04 IN— � m m � m � � m w DESIGNED BY DATE ? pROF ESS tOryg4 10 -29 HP, BS �``P�o Fyn 2010 1� DRAWN BY 3/i4/12 REVISED PATH "B" HP JL JL TYLININTERNATIONAL W p HP, BS, RM oio 3 0 ® 404 CANINO DEL RIO SOUTH. SUITE 700 SAN DIEGO. CA 92109 • J 0� 1/12/12 CONFORMED IM JL JL 1619) 692 -1920 ,,,•,,,fly.°„ * No sssas * CHECKED BY oa -os D LL Exp- J. Lemons 1 2011 NO. DATE REVISIONS BY CHK APRV T D FgTF OF ICAO FOP`'`p PRJ. ENG. m JT, JL, HP 10 -29 3 S LL 2010 San Diego's Regional Planning Agency / 000 00 MMO r-00 r-00 Lr)LP 0 r01.C)0 O L() r— N M L", CS) Ln � U') O M "0 N N 00 0I 0D Cfl I� tD N CI V N M M 00 0 0 00 00 r— I— 00 00 00 00 00 00 00 00 00 00 00 00 00 00 r�- 00 00 r— r-- r�- Ln � O J 3: 3: N3� N�� N�� U) 3: N�� mI — I— LL �m ��m mom 1-1-02 corm ��m CCO #3 SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOM CONTRACT NO. REVISED GRADING PLAN NO.1 1143800 DRAWING NO. SHEET NO. GP -01.1 16R1 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES L__��1 ■ I • 1■ I . 1 co O O O L.. L -- `W 33.96!@ 1 — W TJ_ ^^ '' ..L. V, 3 U F— III W___ OF BANCE M M M O F- CO CO LO O CONFORMED 04 -05 2011 PRJ. ENG. 2 N N 0 010(0 U 0) 00 0) 00 E + 01 CD M I— LL + ILL. LIMIT OF W U 0; LL 4 +00 88.60'@ 1.55; SEE IMPROVEMENT PROFILES T -02 FOR ADDITIONAL INFORMATION SEE DRAINAGE PLAN AND PROFILE DPP -01 &02 FOR ALL STORM DRAIN DESIGN CONSTRUCTION NOTES: SAN J 0 AVE J U V O M �o Z J W LL_ N Lrf�� u DATE z 2010 F- z ~ a 4 N CONFORMED 04 -05 2011 PRJ. ENG. 2 JT, JL, HP 10 -29 2010 U EDA i w m F- E + 01 M + X Z W + X Z W LIMIT OF W U 0; M W W O M W U W J co 0) N Lf 1 (o U u/ � N DISTURBANCE O O N N / a- (:) 0) 6 1— M Co (0 I��0- i 00 CO 0) CO 01C0010� LL - - - --1 0J3--C.O 00 00 00 00 LL I— LL LL / _ _ — aft• LL _ �,� J U V O M �o Z J W LL_ N Lrf�� u x\t ITY OF E I CINITAS /W RAILROA R/W — I % Q0 EXISTING 12" 3 2 WIDE __, HP GAS LINE 91 4 0.5' DEEP / '- .2. - 14.45 r 5+00 �J 6 +00 _6+ U CONSTRUCT CONCRETE DRAINAGE DITCH PER SDRSD D -75. TYPE, WIDTH, GRADES, & DEPTH PER GRADING PLAN GP -01 & GP -02. CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 613; SEE DRAWING NO. 4 RW -01 THRU RW -04. RAILING ON TOP OF RETAINING WALL PER LANDSCAPE PLAN DRAWING NO. LC -02 SECTION B -B ONLY 0 CONSTRUCT BIOSWALE - WIDTH & GRADE PER PLAN, 611 MINIMUM DEPTH. SEE GRADING PLAN DRAWING NO. GP -01 AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION 10 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 16 INSTALL CONCRETE CURB PER SDRSD G -1, HEIGHT PER PLAN. SEE SHEET T -03 18 INSTALL TRUNCATED DOME PER SDRSD G -30 19 CONSTRUCT PEDESTRIAN REST AREA / BUS STOP; SEE DRAWING NO. T -03 FOR SURFACE IMPROVEMENTS. SEE LANDSCAPE PLAN LC -02 AND LP -01 FOR ADDITIONAL DETAILS 20 SEE SHEET PC -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS 22 INSTALL CONCRETE CURB AND GUTTER TYPE G PER SDRSD G -2, HEIGHT PER PLAN. SEE SHEET T -03. 26 CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; SEE SHEET LC -04 w DATE z 2010 F- z ~ a 4 QO CONFORMED 04 -05 2011 PRJ. ENG. 2 JT, JL, HP 10 -29 2010 U EDA i w m F- E + X Z W M + X Z W + X Z W W U 0; M W W O M W U W r— co Lu Lf (o U � L� a- M a I��0- LL LL - - - --1 LL v x\t ITY OF E I CINITAS /W RAILROA R/W — I % Q0 EXISTING 12" 3 2 WIDE __, HP GAS LINE 91 4 0.5' DEEP / '- .2. - 14.45 r 5+00 �J 6 +00 _6+ U CONSTRUCT CONCRETE DRAINAGE DITCH PER SDRSD D -75. TYPE, WIDTH, GRADES, & DEPTH PER GRADING PLAN GP -01 & GP -02. CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 613; SEE DRAWING NO. 4 RW -01 THRU RW -04. RAILING ON TOP OF RETAINING WALL PER LANDSCAPE PLAN DRAWING NO. LC -02 SECTION B -B ONLY 0 CONSTRUCT BIOSWALE - WIDTH & GRADE PER PLAN, 611 MINIMUM DEPTH. SEE GRADING PLAN DRAWING NO. GP -01 AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION 10 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 16 INSTALL CONCRETE CURB PER SDRSD G -1, HEIGHT PER PLAN. SEE SHEET T -03 18 INSTALL TRUNCATED DOME PER SDRSD G -30 19 CONSTRUCT PEDESTRIAN REST AREA / BUS STOP; SEE DRAWING NO. T -03 FOR SURFACE IMPROVEMENTS. SEE LANDSCAPE PLAN LC -02 AND LP -01 FOR ADDITIONAL DETAILS 20 SEE SHEET PC -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS 22 INSTALL CONCRETE CURB AND GUTTER TYPE G PER SDRSD G -2, HEIGHT PER PLAN. SEE SHEET T -03. 26 CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; SEE SHEET LC -04 w DATE HP, BS 2010 DRAWN BY HP, BS, RM a 4 QO CONFORMED 04 -05 2011 PRJ. ENG. 2 JT, JL, HP 10 -29 2010 EDA i w m N0. E > 0 LL WARNING II EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASMENT SHALL BE PER SDG&E /SoCal GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED Q ROFESSIONq H—10 C icy TYLIN INTERNATIONAL 404 CAMINO DEL RIO SOUTH, SUITE 700 SAN DIEGO, CA 92108 63686 IM JL JL (619) 692 -1920 www.tYBn.00m * N0. Exp APT C T D s °4TF CIVIL oQa�v BY CHK AP Or OA�1F AS BUILT CORRECTIONS BY \ CONTRACT NO. 1143800 DATE: Z T— INTERSECTION 5 2.5 0 1 2 SCALE 1"= 5' DESIGNED BY DATE HP, BS 2010 DRAWN BY HP, BS, RM 10-29 2010 CHECKED BY J. Lemons 04 -05 2011 PRJ. ENG. JT, JL, HP 10 -29 2010 PATH San Diego's Regional Planning Agency T� or BW WALL ELEVATIONS DETAIL NOT TO SCALE FIG = FINISHED GRADE TW = TOP OF WALL TD = TOP OF DITCH BW = BACK OF WALL FL = FLOW LINE TS = FINISHED GRADE AT TOP OF LANDING BS = FINISHED GRADE AT BOTTOM OF LANDING TIC = TOP OF CURB TG = TOP OF GRATE i — IN v v 85 XISTING 1211 P GAS LINE r 91. LIMIT OF EXISTI DISTURBANCE STORM '/ STORM DRAIN r� VO \ SANTA FE DRIVE PEDESTRIAN UNDERPASS GRADING PLAN NO. 2 FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I SCALE AS SHOWN CONTRACT NO. '83800 DRAWING NO. N'0' SHEiT' 0. 1 2 t, 3 Oo 93 -.4:;L I— = N TW TD or BW J M U r- F L AVE N ° SAN ELIJO ° r_ o Z J (j U- r C 7 LL -- u; - . r % v N LC) O LIMIT OF _j �• M M M O m N N -_:0 O N N DISTURBANC i' a(T' OF ENCINITAS R/W _ _ r W c0 Ln � ,., . CD x CO b. 61 O N M CD cC / / 1 J41 '"� . ,. - — v - - - -C) m 0 co ,'�.' °' °D -)0 00 00 rn 00 1 rn ao rn rn i - — — RAILROAD RIW W (0, a 0) c�cD1�c�m Co0co� __ _ - -- W �� o���, __�__ -- / WALL ELEVATIONS DETAIL I— LLB Lt_ __J _O U- J U_' — -- H LL H ._. _ -- - 1: M - — -- _ - - - TO SCALE — — — - LL_ _ NOT \, -- — — — 0o —� — 93 II '^ _ _ — -- EXISTING 12 v, m 3 00 3 4 _L $8: - 92 H = DE _ .. y. 10 _ a 'C_ _ _._ ..__ GA114 TW = TOP OF WALL RA W — 8 •60' 1.55% O 6 O 5 - P W -- — _ _ — 5� 0 + o _ _ TD = TOP OF DITCH s1s �� — — _ / _ _ — -F _ BW = BACK OF WALL FL = FLOW LINE 76'm 1,A4P \} -9 � 1.74Zo14 0 17,140 1.74J� 32.86(4 1.74%`: _ TS = FINISHED GRADE AT TOP OF LANDING :c +oo — — _ BS = FINISHED GRADE AT BOTTOM OF LANDING — • ' � TIC =TOP OF CURB r TG = TOP OF GRAT E 2 O (10 00 — c9 RL - -- - z .., O M M Mao _ _ -.. _ -. �- .-,.� r) r� y' 87,':J4�.,.- '--- -._- --- -- .... -_ 1 y{ 1211 84 = °° °° ao 0o 00 Co ago ao ao 0i rn o T I O N 5 +42.6 0 _ — — — — — L' 0 Ln , Lc) "" %. v o 00 � - - - -- -- Q 9"(S L I N .1 �3 �� fb t9 c� C r: 00 . _CD -ao .� L` — _V_ _ LENGTH= 20' -- — Lo J O I� O ro r O r - O M _ ` C LENGTH 20 FIG 87, x�8 LL LL � ao c0. c0 LL LL — IT OF `may oo ao _ 0 ,x; Ln r f ao ao �L_: ,_ IL L� L� �,.. �- ..- - ISTU - - - "" ° - - - — � U U O - - - — y– c� � � . _ _ _.... -- -�... – -- �_ G I T Y _0 F LL_ � -_ –. _-- __,._.,__ --- _� U � - m � _ _ f - or � LL L>: TATION 4 +50 - - - - -- - -- o....�o.:..Ln cDENCINITAS R -/ - L� I- - 6< — -- -- r FL 87 °4 } v ENGH_ =40' = - - rn co rn co RAILROAD R/W -- -- - --- dJ o �I- FL 87° 01 1 — 1- - — — ]MIN IWO _ '' FG 87i 3 COASTAL RAIL TRAIL - PATH IIB'I — — TC 87.56 10 5 0 10 20 ro T 6.2 10 "DOM of M TIC 86.42 FL 5.3.- SEE IMPROVEMENT PROFILES T -02 SCALE 1 "= 10' L. ° —f� FOR ADDITIONAL INFORMATION 22 —°98_� 1 °26/ G 87 G 7° 9, I FG 87 °83 FG 86 °5 °° M G 6.55 o — STA: 3 +33 °79M •I 8 STOP SEE DRAINAGE PLAN AND PROFILE `� ' IIBII 0 ° *1. F 7.07 F 87.83 DPP -01 &02 FOR ALL STORM DRAIN DESIGN AS BUILT �� (J A TH F G ° 4 4.49?, j 86 2 @ CORRECTIONS BY �r ° ° Y ° / CONSTRUCTION NOTES: F G 86 W 5, ; \ a a CONTRACT NO. 1143800 - - FG 86-a 34 — f CID 3 CONSTRUCT CONCRETE DRAINAGE DITCH PER SDRSD D -75. TYPE, r C° 1Q_ _j ❑ DATE: �T FG 87 °01 FG 85.95 FG 85.97 � vo vo ;� WIDTH, GRADES, &DEPTH PER GRADING PLAN GP -01 & GP -02. /'� � — � — ❑CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 613; SEE DRAWING N0. 9 `. _1q__ 0 4 RW -01 THRU RW -04. RAILING ON TOP OF RETAINING WALL PER - -- " LANDSCAPE PLAN DRAWING NO. LC -02 SECTION B -B ONLY LO XT T G 121 84 FG 85.9 _ ❑ CONSTRUCT BIOSWALE - WIDTH &GRADE PER PLAN, 611 MINIMUM DEPTH. — — 85� -- °�, �� � M � ,� 'P /GAS LINE , SEE GRADING PLAN DRAWING N0. GP -01 AND LANDSCAPE PLANS FOR FG 7 ° f.r _ `, o ADDITIONAL INFORMATION FG 84.60 Va h % ° ❑9 SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION ��� �Va/ CO /0O r+),i -' "' 10 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 - - - o (� 16 INSTALL CONCRETE CURB PER SDRSD G -1. HEIGHT PER PLAN. SEE ___ 3.39 �� ° SHEET T -03 _ I ' F1_8] INSTALL TRUNCATED DOME PER SDRSD G -30 WARNING ! ! „ 19 CONSTRUCT PEDESTRIAN REST AREA / BUS STOP; SEE DRAWING NO. T -03 EXISTING HIGH PRESSURE Z - ii I ----- -- EXISTING 1 l FOR SURFACE IMPROVEMENTS. SEE LANDSCAPE PLAN LC -02 AND LP -01 GAS LINE TO REMAIN -- f FOR ADDITIONAL DETAILS IN PLACETATfi C -�- - -- -~ STORM DRAIN ❑ T- INTERSECTION - _ 20 SEE SHEET PC -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS ANY WORK IN GAS EASMENT SHALL BE ° -- -_ PER SDG&E /SoCal GAS NOTES IN - - - - \ -�- _ CL ' ❑22 INSTALL CONCRETE CURB AND GUTTER TYPE G PER SDRSD G -2° HEIGHT GENERAL NOTES - -��- PER PLAN, SEE SHEET T -03° 5 2.5 0 1 2 GAS TRANSMISSION STANDBY REQUIRED ----- - - - - -- - -- 26 CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; SEE SHEET LC -04 SCALE 111= 51 — G �- � - -- -- (:::C CO 93 DESIGNED BY DATE QaocESSroNq< Fyc HP, BS 2010 SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOM 1Q DRAWN BY 3/14/12 REVISED PATH "B" HP JL JL TYLININTERNATIONAL �`" 10 -29 w A HP, BS, RM 2010 CONTRACT NO. a o 904 CAIAINO DEL RIO SOUTH, SUITE 700 SAN DIEGO. CA 92108 - 63686 CHECKED BY 1143800 00 1/12/12 CONFORMED IM JL JL 691692-1920 wrw.iylincom * Exp * J. Lemons o4 -05 ^,, CIVIL 2011 REVISED GRADING PLAN NO. 2 - T D F oP`' PRJ. ENG. DRAWING NO. SHEET NO. o m NO. DATE REVISIONS BY CHK APRV °F �A`TF JT, JL, HP 10-2 San Diego's Regional Planning Agency GP 17R1 oLL FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES • I 1 • 1 0093 -5J M J Of M z — — M U • W CO CD tt t - -- - - - -- .86 CONSTRUCTION NOTES: .^. rld PROPOSED SD 94 �. N0. DELTA OR BRG. RADIUS(ft) LENGTH(ft) M 1-- ~ V O 3/14/12 NO C6 � W U 00 W J C 0 � rn z = rv] Q NO. DATE (off m QO Q� mt9� M JcD N J M' z MOtD�� z O 0 - 00Um W M - W= z = Q0 M 0 PROPOSED SD 94 �. N0. DELTA OR BRG. RADIUS(ft) LENGTH(ft) M 1-- ~ 1 606 O 3/14/12 NO C6 A W — • H � W J C 0 � rn z = rv] Q NO. DATE I'q Q m QO Q� mt9� M r- I- 00 I- N 0 O + W f L0 U � J z C) < �- Ln J J + z ' M -J `b� I. PLAN U CONSTRUCT 8' WIDE 520 -C -2500 CONCRETE OVER 1211 CLASS II AB WALKWAY PER DETAIL A 2' WIDE BUFFER TREATMENT; SEE LANDSCAPE DRAWING N0, LC -01; LC -02 ❑ 3 CONSTRUCT MODIFIED CONCRETE DRAINAGE DITCH PER SDRSD D -75, TYPE A, WIDTH, GRADES, & DEPTH PER GRADING PLAN GP -01 & GP -02. U EXISTING SD — --� — — - O J V • — m C0 W woulm ww t— — «ttmu — — — 90_- B 4f0 O — I O --1 O J_ (D m - • z 00Uw mQ0wU J — 0 cr , Q ti V) ��o_ U��84 EXITING GAS om Ln 0 U M O J M 82 / - 0 —I m I` � m r a - - I 5 2.5 0 1 2 SCALE 1"= 5' AS BUILT CORRECTIONS BY %)6 � CONTRACT NO. 1143800 DATE: WARNING ! ! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASMENT SHALL BE PER SDG&E /SOCaI GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED SEE IMPROVEMENT PROFILES T -02 FOR ADDITIONAL INFORMATION SEE DRAINAGE PLAN AND PROFILE DPP -01 &02 FOR ALL STORM DRAIN DESIGN pFE5570 DESIGNED BY DATE A���o cR NAB Fyn HP, BS 2010 0 s REVISED PATH "B" HP JL JL DRAWN BY TYLININTERNATIONAL W A HP, BS, RM 2010 909 CAMINO DEL RIO SOUTH, SUITE 700 SAN DIEGO, CA 92108 * No 63686 * CHECKED BY CONFORMED IM JL JL (619) 692 -1920 wwvtyll".. Ex H Lemons 2001 P- dNpF CI.CAI fp��,p PRJ. ENG. REVISIONS BY CHK APRV N C T D OF JT, JL, HP w z J CD U (Y2) R, FIG ° TYP a d LID N 0.67' MODIFIED G -1 CURB 1 0.5 0 1 2 SCALE 1"= 1' TIC San Diego's Regional Planning Agency HORIZONTAL CONTROL DATA TABLE N0. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS �1 A -7 °33'23" 1 606 1A 3/14/12 »w A 1/12/12 � 3 E } NO. DATE ,oLL U EXISTING SD — --� — — - O J V • — m C0 W woulm ww t— — «ttmu — — — 90_- B 4f0 O — I O --1 O J_ (D m - • z 00Uw mQ0wU J — 0 cr , Q ti V) ��o_ U��84 EXITING GAS om Ln 0 U M O J M 82 / - 0 —I m I` � m r a - - I 5 2.5 0 1 2 SCALE 1"= 5' AS BUILT CORRECTIONS BY %)6 � CONTRACT NO. 1143800 DATE: WARNING ! ! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASMENT SHALL BE PER SDG&E /SOCaI GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED SEE IMPROVEMENT PROFILES T -02 FOR ADDITIONAL INFORMATION SEE DRAINAGE PLAN AND PROFILE DPP -01 &02 FOR ALL STORM DRAIN DESIGN pFE5570 DESIGNED BY DATE A���o cR NAB Fyn HP, BS 2010 0 s REVISED PATH "B" HP JL JL DRAWN BY TYLININTERNATIONAL W A HP, BS, RM 2010 909 CAMINO DEL RIO SOUTH, SUITE 700 SAN DIEGO, CA 92108 * No 63686 * CHECKED BY CONFORMED IM JL JL (619) 692 -1920 wwvtyll".. Ex H Lemons 2001 P- dNpF CI.CAI fp��,p PRJ. ENG. REVISIONS BY CHK APRV N C T D OF JT, JL, HP w z J CD U (Y2) R, FIG ° TYP a d LID N 0.67' MODIFIED G -1 CURB 1 0.5 0 1 2 SCALE 1"= 1' TIC San Diego's Regional Planning Agency HORIZONTAL CONTROL DATA TABLE N0. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS �1 A -7 °33'23" 1 606 1 79.92 1 MODIFIED 8" CURB* * SEE MODIFIED G -1 CURB DETAIL BELOW HANDRAIL 0.67' FOR DETIALS, SEE LC -02 SHEET —\ TIC FIG Ih ILhA 6r) I FIG •93' TO 2.33' VARIES TD OR RW LOLL r-- FL IdVf BOTTOM - -I OF CURB CLASS II 12 11 AB SECTION A —A 1 0.5 0 1 2 SCALE 1"= 1' PLACE 1" EXPANDED POLYSTYRENE OVER TOP OF PIPE I J d d 4. a a d Q d _ 4 a HANDRAIL r` FOR DETIALS, SEE LC -02 SHEET Ln \ N I BOTTOM OF CURB \ - EXISTING 1 811 SD SECTION B —B AT FACE OF CURB 1 0.5 0 1 2 SUPPLEMENTAL SHEEr SCALE 1 "= 1' CCO #3 SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOM CONTRACT NO. REVISED GRADING PLAN NO.2 143800 DRAWING N0. T EET NO. GP -03S 17S FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES 1 0 1 a 1113 -5,, MATCH LINE 2 +45.00 SEE SHEET GP -01 EXISTING 84 FIBER OPTIC g2 g1 �J f __ 1 ��1 rJ - --°' �. i .1 Ii i R1 vj 5 FG 75.94 TC 8' PATH WIDTH GRATE PER I AKInCrAPP PI Anlc • °w w DESIGNED BY pRpFESS 1p,�q� HP, BS F DRAWN BY i QO 1/12/12 CONFORMED a LL CIA a`p PRJ. ENG. 10 OF CA BS C JT, JL, HP 3 — E NO. DATE _ ,oLL LANDSCAPE PLANS SECTION H -H NOT TO SCALE 1[S 7�If �Td �o 0 IN FG 75.38 LIMIT OF \ DISTURBANCE 66 TC 76.02 FIG 75.6 (EOP 75.51 > OAD R�i ,I � RAILR _ — FL 75.43.93 _ = =:F EN TAS RAW C r� O 2 GRADING PLAN GRATE AT UNDERPASS 5 2.5 0 1 2 L 75.34 0 TC 75.39 \/ 1 SCALE 1 "= 5' FL 75. -37 7,L7 0" TC 75.33 6" TC 75.76 FL 75.3 ADDITIONAL TRUNCAT .7 FL 75.26 DOME AT CURB RAMP .20 ADDITIONAL r - r ADA LANDING IA GRADING PLAN PEDESTRIAN REST AREA /BUS STOP 10 5 0 10 20 SCALE 1 "= 10' TYLIN INTERNATIONAL W 404 CAMINO DEL RIO SOUTH, SUITE 700 SAN DIEGO. CA 92108 IM JL JL (619) 692 -1920 www.ty8n.cm I BY I CHK I APRV N C T D San Diego's Regional Planning Agency CONSTRUCTION NOTES: CONSTRUCT CONCRETE DRAINAGE DITCH PER SDRSD D -75. TYPE, WIDTH, GRADES, & DEPTH PER GRADING PLAN GP -01 & GP -02. ❑ CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 613; SEE DRAWING NO. 4 RW -01 THRU RW -04. RAILING ON TOP OF RETAINING WALL PER LANDSCAPE PLAN DRAWING N0, LC -02 SECTION B -B ONLY �5 CONSTRUCT BIOSWALE - WIDTH & GRADE PER PLAN, 611 MINIMUM DEPTH. SEE GRADING PLAN DRAWING N0, GP -01 AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION �9 SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION 10 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 16 INSTALL CONCRETE CURB PER SDRSD G -1. HEIGHT PER PLAN. SEE SHEET T -03 18 INSTALL TRUNCATED DOME PER SDRSD G -30 19 CONSTRUCT PEDESTRIAN REST AREA / BUS STOP; SEE DRAWING N0, T -03 FOR SURFACE IMPROVEMENTS. SEE LANDSCAPE PLAN LC -02 AND LP -01 FOR ADDITIONAL DETAILS 20 SEE SHEET PC -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS 22 INSTALL CONCRETE CURB AND GUTTER TYPE G PER SDRSD G -2, HEIGHT PER PLAN, SEE SHEET T -03, 26 CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; SEE SHEET LC -04 AS BUILT CORRECTIONS BY CONTRACT NO. .11.4.38800,'ww__ DATE: c SEE IMPROVEMENT PROFILES T -02 FOR ADDITIONAL INFORMATION SEE DRAINAGE PLAN AND PROFILE DPP -01 &02 FOR ALL STORM DRAIN DESIGN GRADING PLAN NORTH OF BUS S' 5 2.5 0 1 2 SCALE 1"= 5' WARNING ! ! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASMENT SHALL BE PER SDG&E /SOCaI GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS GRADING PLAN NO.3 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS SHOWN CONTRACT NO. 1143800 DRAWING On SHEt�QNO. 0 1 a7 2 v 3 I�I�I�I oo93�s� V DESIGNED BY pRpFESS 1p,�q� HP, BS F DRAWN BY HP, BS, RM 6x686 * CHECKED BY xp. J. Lemons CIA a`p PRJ. ENG. 10 OF CA BS C JT, JL, HP San Diego's Regional Planning Agency CONSTRUCTION NOTES: CONSTRUCT CONCRETE DRAINAGE DITCH PER SDRSD D -75. TYPE, WIDTH, GRADES, & DEPTH PER GRADING PLAN GP -01 & GP -02. ❑ CONSTRUCT RETAINING WALL TYPE 4 PER SPPWC 613; SEE DRAWING NO. 4 RW -01 THRU RW -04. RAILING ON TOP OF RETAINING WALL PER LANDSCAPE PLAN DRAWING N0, LC -02 SECTION B -B ONLY �5 CONSTRUCT BIOSWALE - WIDTH & GRADE PER PLAN, 611 MINIMUM DEPTH. SEE GRADING PLAN DRAWING N0, GP -01 AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION �9 SEE SHEET DPP -01 AND DPP -02 FOR STORM DRAIN DESIGN INFORMATION 10 RIP RAP ENERGY DISSIPATOR DESIGN PER SHEET DPP -01 AND DPP -02 16 INSTALL CONCRETE CURB PER SDRSD G -1. HEIGHT PER PLAN. SEE SHEET T -03 18 INSTALL TRUNCATED DOME PER SDRSD G -30 19 CONSTRUCT PEDESTRIAN REST AREA / BUS STOP; SEE DRAWING N0, T -03 FOR SURFACE IMPROVEMENTS. SEE LANDSCAPE PLAN LC -02 AND LP -01 FOR ADDITIONAL DETAILS 20 SEE SHEET PC -01 FOR HIGHWAY 101 CROSSWALK DESIGN & DETAILS 22 INSTALL CONCRETE CURB AND GUTTER TYPE G PER SDRSD G -2, HEIGHT PER PLAN, SEE SHEET T -03, 26 CONSTRUCT CURB AND GRATE THROUGH UNDERPASS; SEE SHEET LC -04 AS BUILT CORRECTIONS BY CONTRACT NO. .11.4.38800,'ww__ DATE: c SEE IMPROVEMENT PROFILES T -02 FOR ADDITIONAL INFORMATION SEE DRAINAGE PLAN AND PROFILE DPP -01 &02 FOR ALL STORM DRAIN DESIGN GRADING PLAN NORTH OF BUS S' 5 2.5 0 1 2 SCALE 1"= 5' WARNING ! ! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASMENT SHALL BE PER SDG&E /SOCaI GAS NOTES IN GENERAL NOTES GAS TRANSMISSION STANDBY REQUIRED SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS GRADING PLAN NO.3 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS SHOWN CONTRACT NO. 1143800 DRAWING On SHEt�QNO. 0 1 a7 2 v 3 I�I�I�I oo93�s� V CONSTRUCTION NOTES: DEMO NOTES: 16 INSTALL CONCRETE CURB PER SDRSD G -2. MODIFIED, RADIUS(ft) SAWCUT AND REMOVE EXISTING AC PAVEMENT. REMARKS HEIGHT PER PLAN. EDGE OF GUTTER TO MATCH EXISTING N 66 °52'52" E REMOVE EXISTING AC PAVEMENT. 8.00 EDGE OF PAVEMENT. SEE LANDSCAPE PLAN LC -01, N 22 °59'40" W N 65 °02'15" W - - - - CONSTRUCTION LEGEND NOTE 3A FOR PAVEMENT DETAILS. EDGE OF PVMT /6" C & G REMOVE 66 -LF OF EXISTING AC DIKE (INCLUDES THE .o E E NO. DATE ADDITIONAL 1 FT OF REMOVAL FOR THE PROPOSED F1 INSTALL TRUNCATED DOME PER SDRSD G -30. 3 & L OPENING). ❑A INSTALL 66FT - 3" PVC SCHEDULE 40 TO MATCH FLOW O EXISTING CURB, GUTTER AND SIDEWALK TO REMAIN. 21.35 LINES OF EXISTING GUTTER ON EITHER END (EXISTING DRAWN BY N 18 °58'18" E - - - - 0.7%±), O4 REMOVE 65 LF OF EXISTING CONCRETE CURB AND N 66 °52'52" E - - - - 8.00 GUTTER. F8 INSTALL MODIFIED CONCRETE CURB AND GUTTER PER - - - - 10.50 RAMP EDGE SDRSD G -2 MODIFIED, WITH 3" PVC SCHEDULE 40. N 22 °41'40" W - - - - C ❑ CONSTRUCT CONCRETE PEDESTRIAN /BICYCLE TRANSITION 0 N 23 °07'08" W - - -- RAMP, SEE LANDSCAPE PLAN LC -01, CONSTRUCTION RAMP EDGE 10 N 22 °47'13" W LEGEND NOTE 3A FOR PAVEMENT DETAILS. 5.66 AS BUILT [D CONSTRUCT CONCRETE PEDESTRIAN LANDING AREA. SEE - - - - 17.00 RAMP EDGE 12 N 66 °52'52" E - - - - -- - I LANDSCAPE PLAN LC -01, CONSTRUCTION LEGEND NOTE �o (0 11 FOR PAVEMENT DETAILS. � � � a? 2 �� CORRECTIONS BY U �E OVERLAY AC PAVEMENT TO MATCH EXISTING FG. TYPE III 1143800 v u - • � �- J 7 CONTRACT NO. - -- h 2.00 _ c1� - O C2 PAGE 64 -10. _ - cn ° PR POSED co 6 ot, 6. - w OpFA77 SIG AL, SEE s (o � o. Z NG PC -1- SHEET v v �n `r° Q EXIST rn) N 1 58270.36 -o r v AC DIKE U) - 9 E 6242359.55 r - LIMIT OF DISTURBANCE 00 �udd • U� \ WCUT EXIST PARKING Sq 0o eee e e >ooe e °a 0 0 1 0' OpENIN E p1K EXIST PARKING I ACS__ t 47 d, / - 1,51'/. STRIPE xve � _ o _ 2 PROPOSED o 2,67'/. SIGNAL, SEE EXIST LIMIT OF - ` _ N E0 PC -01 SHEET AC DIKE DISTURBANCE N 195863.68 0 _ CO - - -E- 6242343.88 C• ,� _�_ - - - -- - - -- ° - s' r J o LIMIT OF - 65.00 _ -� o o __ ._ v DISTURBANCE _ r NCE COMPLETED BY 4 - - r- EXIST 6 0 v 22.50 CITY OF ENCINITAS LC) � v CONTRACTOR SIDEWALK r O0, LL- cn GRADING PLAN 20• EXIST _ "" DEMOLITION PLAN z PEDESTRIAN CROSSING HWY 101 2250 SIDEWALK 3 Z 10 5 0 10 20 10 5 0 10 20 SCALE 1"= 10' a SCALE 1 "= ILJ `( % 'EXIST SI'DEMLK T EXIST CURB [B ]PROP 6" CURB O EXISTING CURB AND GUTTER TO BE REMOVED p PROP RAMP D FIG VARIES 0 o p COMPLETED BY CITY OF ENCINITAS CONTRACTOR w V � D p � D D D D p I D � � D EXIST A.C. PAVEMENT A TO BE REMOVED PROP 3" PVC AT FLOWLINE CURB DRAIN PIPE REVISIONS HORIZONTAL CONTROL DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS ( N 66 °52'52" E - - - - 8.00 RAMP EDGE OF PVMT N 22 °59'40" W N 65 °02'15" W - - - - i° EDGE OF PVMT /6" C & G 2A .o E E NO. DATE EDGE OF PVMT /6" C & G 0 N 22 °41'40" W 3 & L 23.10 EDGE OF PVMT /6" C & G V � D p � D D D D p I D � � D EXIST A.C. PAVEMENT A TO BE REMOVED PROP 3" PVC AT FLOWLINE CURB DRAIN PIPE REVISIONS HORIZONTAL CONTROL DATA TABLE NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS ( N 66 °52'52" E - - - - 8.00 RAMP EDGE OF PVMT N 22 °59'40" W N 65 °02'15" W - - - - 13.44 EDGE OF PVMT /6" C & G 2A N 22 °59'40" W - - - - 0.55 EDGE OF PVMT /6" C & G 0 N 22 °41'40" W - - - - 23.10 EDGE OF PVMT /6" C & G N 18 °58'18° E N 23 °07'08" W - - -- 21.35 EDGE OF PVMT /6" C & G DRAWN BY N 18 °58'18" E - - - - 13.48 EDGE OF PVMT /6" C & G 0 N 66 °52'52" E - - - - 8.00 RAMP EDGE OF PVMT 0 N 22 °59'40" W - - - - 10.50 RAMP EDGE CAMINO DEL RIO SOViH, SURE 700 SAN DIEGO, CA 92108 N 22 °41'40" W - - - - 23.11 RAMP EDGE 0 N 23 °07'08" W - - -- 25.73 RAMP EDGE 10 N 22 °47'13" W - - - - 5.66 RAMP EDGE 1t N 66 °52'52" E - - - - 17.00 RAMP EDGE 12 N 66 °52'52" E - - - - 17.00 RAMP EDGE CURB DATA TABLE NO. DELTA OR BRIG. RADIUS(ft) LENGTH(ft) REMARKS O1 N 65 °02'15" W - - - - 12.25 6" CURB AND GUTTER PER SDRSD G -2 O2 N 22 °59'40" W - - - - 0.55 6" CURB AND GUTTER PER SDRSD G -2 O3 N 22 °41'40" W - - - - 11.96 6" CURB AND GUTTER PER SDRSD G -2 ® N 23 °07'08" W - - - - 12.31 6" CURB AND GUTTER PER SDRSD G -2 OS N 18 °58'18° E - - - - 12.28 6" CURB AND GUTTER PER SDRSD G -2 NOT TO SCALE DESIGNED BY DATE pRpFESS HP, CL HP, 6-25 2012 F DRAWN BY TYLIN INTERNATIONAL HP, CL, IM 6625 DA CAMINO DEL RIO SOViH, SURE 700 SAN DIEGO, CA 92108 N° 63686 CHECKED BY (619) 692 -1920 www.tNtamm (61 i� J. Lemons 7-9 N C T D s EXP. q, CIVIL San Diego's Regional Planning Agency e O PRJ. ENG. BY CHK APRV °` "`'` JT, JL, HP 8 -15 2012 100% SUBMITTAL SET AUG 2012 LIMIT OF DISTURBANCE _ .- SAWCUT EXIST CURB AND GUTTER_ COMPLETED BY CITY OF ENCINITAS CONTRACTOR D MATCH EXIST 6" CURB 16 PVMT LIMIT OF 4' DISTURBANCE 5 � _ 4 EXIST N 10 MATCH EXIST AC DIKE' _..... v PVMT c0 8 0 7 oo C - Z, M-ATCH, -- EXIST T.C. 2250 EXIST � o ; - � - -- AC DIKE ' A SEE, CURB DRAIN MATCH -- - - PIPE DETAIL PV iv EXIST EXIST T.C. 20.00' M T T __ , EXIST EWALK 22.50 PEDESTRIAN RAMP HWY 101 COMPLETED BY Z CITY OF ENCINITAS 10 5 0 10 20 CONTRACTOR SCALE 1"= 10' SCALE ENGINEERING DEPARTMENT APPROVALS SANTA FE DRIVE PEDESTRIAN UNDERP SS AS SHOWN RECOMMENDED: APPROVED: CONTRACT NO. GRADING PLAN NO. 4 1143800 KIPP HEFNER GREG SHIELDS DRAWING NO. SHEET NO. DATE DATE FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES T GP -04 18A 1 2 3 I I ql�z � I O L J rc�� EROSION CONTROL NOTES FOR CONSTRUCTION SITES FOR EROSION CONTROL NOTES, SEE PLAN SHEET G -04. NOTES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3. LEAVE ONE GRAVEL BAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. 5. REFER TO CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) BMP MANUAL FOR CONSTRUCTION SITES FOR FURTHER INFORMATION AND DETAILS NOT SHOWN. 1211 ,AIIUn, STAKED FER ER MIN) MAX FIBER ROLL DETAIL NOT TO SCALE FIBER ROLL NOTES 1.) PLACE FIBER ROLLS AT TOP AND TOE OF ALL SLOPES. 2.) PLACE FIBER ROLLS ALONG PERIMETER OF PROJECT. 3.) SPACING FOR INTERNAL FIBER ROLLS ALONG SLOPE SHALL BE AT 10' FOR 2:1 SLOPES. 4.) SEE CASQA STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK: CONSTRUCTION FOR ADDITIONAL DETAILS. MATCH ELEVATION OF TOP OF EXISTING PAVEMENT -, EXISTING PAVEMENT 0 I I r N H GRAVr' M ^r ARE A -," ,,—BACK OF SIDEWALK PLAN VIEW NOT TO SCALE nntln T Aln IIr T riiT - 1..... .... _r SECTION A -A CURB INLET - SEDIMENT BARRIER NOT TO SCALE ;mow QO 1/12/12 CONFORMED IM JL JL ;0 N0. DATE BY CHK APRV N C T D oLL TYLININTERNATIONAL 404 CAMINO DEL RIO SOUTH. SUITE 700 SAN DIEGO, CA 92108 (619) 692 -1920 www.tylln.com QROF—ESS l n _x( No. 63686 Exp. 's \Tg \T CIVIL \ \OF CAI- 4, -011 A0 DER V � n� 8'- 01l TYP 71L11 TEMPORARY —1 TYP ENTRANCE FABRIC SECTION CONFORM DETAIL DESIGNED BY DATE HP, BS 2010 DRAWN BY HP, BS, RM 10-20 2010 CHECKED BY J. Lemons 04 -05 2011 PRJ. ENG. JT, JL, HP 10-29 EXCAVATE TO CONFORM - TO PAVEMENT OR CURB, SEE CONFORM DETAIL SEDIMENT TRAPPING SUMP — w a J SECTION C -C VERTICAL BAR TYP UNAUL I U UNAIIN TO SUMP PERSPECTIVE TAPER EDGES CORRUGATED STEEL PANELS AT 1:1 TEMPORARY ENTRANCE FABRIC COMPACTED SOIL CROSS SLOPE 1' -011 -a-3% OR FLATTER TYP 0 0 o0 o 000 00 0 °00 0 ° �°0 0° °o 00 O °O �oo 0 oo 00O 00 0 °O 0 ORIGINAL �I GROUND SECTION B -B San Diego's Regional Planning Agency CORRUGATED STEE PANELS :a C VERTICAL BARS PLAN TYPICAL CORRUGATED STEEL PANEL DETAIL cH G D I D AS BUILT CORRECTIONS BY l� CONTRACT NO. !� 1143800 DATE: 1+O-ki "S. 1 n' -n11 AATKI PLAN ELEVATION SEDIMENT TRAPPING SUMP SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN CONTRACT NO. TEMPORARY EROSION CONTROL PLAN 1143800 DRAWING NO. SHEET NO. SW -01 1 19 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I 1 I 1 I 004,3 -sue VULCAN AVE CITY OF ENCINITAS R/W RAILROAD' R/W EXISTING TRACKS w DATE HP, BS 10-29 DRAWN BY HP, BS, RM 10 20110 0 QO CONFORMED a LL PRJ. ENG. 1/12/12 JT, JL, HP 0-2 10 -2s 30 NO. DATE �v o- >oLL 7 w i LIMIT OF DISTURBANCE R /W_� U�pI�ROA� . R/W ENCINITAS ZS EXISTING c7nDw nD A TAI EXISTING FIBER OPTIC LINE HJG N% NY J p 1 LEGEND TEMPORARY FIBER ROLLS TEMPORARY GRAVEL BAG BERM TEMPORARY DRAINAGE INLET PROTECTION O z AS BUILT LIMIT OF DISTURBANCE (LOD) ' RIGHT OF WAY PLAN CORRECTIONS BY 1 " =20' CONTRACT NO. 1143800 TEMPORARY CONSTRUCTION ENTRANCE 20 10 0 20 40 DATE: ON GRADE TEMPORARY CONCRETE WASHOUT FACILITY SCALE 1 11 = 20' PER CALTRANS STANDARD PLAN T59 _ pgoF ESS ION44 TYLININTERNATIONAL J� 404 CAMINO DEL RIO SOUTH, SUITE 700 SAN DIEGO, CA 92108 63686 IM JL JL (619) 692 -1920 www.tYOn.cm * No- s Exp �4pF C I v:, BY CHK APRV N C T D OF CA1.1� DESIGNED BY DATE HP, BS 10-29 DRAWN BY HP, BS, RM 10 20110 0 CHECKED BY J. Lemons 04 -05 2011 PRJ. ENG. JT, JL, HP 0-2 10 -2s San Diego's Regional Planning Agency SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN CONTRACT NO. TEMPORARY EROSION CONTROL PLAN 1143800 t NG NO. SHEET NO. w&O, 20 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I I I 00 (?3 4 PWN T, °�.... PROPOSED RETAINING WALL i i 3" HDPE DRAIN PIPES � 0° ELBOW i I T 10" SDR 35 INLET PIPE 10" HDPE � TRIUM GRATE 90° EL OW \ FITTIN NOTE: ALL 3 DRAIN PIPES SHALL RUN PARALLEL TO EACH OTHER ALONG THE INVERT PROFILE SHOWN ON THIS SHEET. DETAIL- //A // V.J V I L SCALE 1 "= 11 0 n 0 E a _ a M ` °a 3 M a Q 1/12/12 CONFORMED E N0. DATE NO , HIM Fool 76 74 72 71 i\ \ SEE PROFftIm hImImaw F8, MODIFIED TYPE INLET INSTALLED BY \, \, CITY CONTRACTOR 1> \\ PROP 18" HDPE------ STORM DRAIN ° R =6'__ An' 3611 \\N Q VA x A , 1 DO \\ ;' D i - - TRUNK \STA 1 +03.04= BRANCH A STA 10 +000 / S61 ° 1924 "E� 10 +13.37 BRANCH A ' \, R =&' PROP'D86B HEADWALL TORM DR BW =72.0' 71 HEADWAL-L- INV =72.5 �' - TW -75.0 y i ST — — P06 0+02.12 1 CHECKED RY rRU EXivSI I\,NG ML1 —! SAG EXI�T�II'G ML2 —�,- „ tl\ ° R =6'__ An' 3611 \\N Q VA x A , 1 DO \\ ;' D i - - TRUNK \STA 1 +03.04= BRANCH A STA 10 +000 / S61 ° 1924 "E� 10 +13.37 BRANCH A -0 +20 0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 1 +40 1 +60 — wilso� ti 4ROfts �o s. &COMPANY � IN . 62 IM JL JL 625 E.CARNEGIE DRIVE STE.100 N SAN E. ,909) 806 CALIFORNIA 92408 /� p, / SAN B 19091 INO, 8000 f4j C I v BY CHK API \ V FAX (909) 806 -8099 OF POE 2 +14,21- \ ML1 STA 28411 7 \1 \ OFFSET 18.061' `PROP D86B� HEADWALL L�� BW= 80.5, INV =81.0 R -6' RZ P PR P 1 I S) CD 84 84 82 82 80 80 78 78 76 76 74 _ 72 TORM DR IN TRUNK 71 HEADWAL-L- �- �' - � o ST 2011 / FOR CHECKED RY 03 -30 CALTRANS STANDARD PLAN D86B / SAG 2011 �Q PRJ. ENG. 03 -30 % TBJ 2011 N > Q) - M I i CL w O N + 6 - er- - --- -- m . CD O I , 1 r--: N + N + CD I-- W a_ > > N O > N APPROX. EXISTING GROUND w > w � o z I Lu / 1 8" COBBLE INSTALLED — - — ------ - - - - -- 0.0074 12 HDPE EXISTINGISTORM i DRAIN HE DWALL CD O N N Q M � 6 ? 1 Ln III + O + O N i ti Q > N ( .._ ._._ > - - - -- _ -- - - -- - -_ —_ - __. -- Q- w Ir EXISTING STORM DRAIN INSET E I e v 72. 9 S -- 'p.0100 S =0.003D = 0.00301 1 - - - -- - 103.0 - F 18" N -12 HDPE 5��2 18y' ir_ N -12 HOP _�. 18" N _ -12 HDPE -0 +20 0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 1 +40 1 +60 — wilso� ti 4ROfts �o s. &COMPANY � IN . 62 IM JL JL 625 E.CARNEGIE DRIVE STE.100 N SAN E. ,909) 806 CALIFORNIA 92408 /� p, / SAN B 19091 INO, 8000 f4j C I v BY CHK API \ V FAX (909) 806 -8099 OF POE 2 +14,21- \ ML1 STA 28411 7 \1 \ OFFSET 18.061' `PROP D86B� HEADWALL L�� BW= 80.5, INV =81.0 R -6' RZ P PR P 1 I S) CD 84 84 82 82 80 80 78 78 76 76 74 74 72 72 71 71 1 +80 2 +00 2 +20 i i DESIGNED BY DATE b1lW JR - HEADWAL-L- �' DRAWN BY 03 -30 ST 2011 / FOR CHECKED RY 03 -30 CALTRANS STANDARD PLAN D86B / SAG 2011 �Q PRJ. ENG. 03 -30 % TBJ 2011 X 1 SANTA E - DD. O I SEEDETAIL ,/A T THIS SHEET j „ . °��v, 10" DOME DRAINAGE INLET INV873.6'� O 1 3 -3 SIDEWALK UNDERDRAIN N830 44'22"W 1 I l \ 1 1 84 84 82 82 80 80 78 78 76 76 D 74 74 3' -6" TW 0 co u QINV BW Y i i BRANCH A b1lW Y - HEADWAL-L- �' END ELEVATION i / FOR FURTHER DETAILS, SEE CALTRANS STANDARD PLAN D86B / % APPROX. EXISTING GROUND M I i M N O N + 6 - er- - --- -- m . CD O 00 p N N r--: N + N + CD I-- W a_ > > N O > N w > w � o z I Lu 8" COBBLE INSTALLED S= 0.0074 12 HDPE 84 84 82 82 80 80 78 78 76 76 D 74 74 3' -6" TW 0 co u QINV BW Y I, L =5 =1 b1lW Y D86B HEADWAL-L- �' END ELEVATION i FOR FURTHER DETAILS, SEE CALTRANS STANDARD PLAN D86B m m 0 76 74 72 72 1L9_._& 72 3 HDP " 71 71 71 9 +80 10 +00 10 +20 10 +40 19 +60 19 +80 20 +00 20 +20 20 +40 20 +60 San Diego's Regional Planning Agency N PLAN VIEW 20 10 0 20 40 SCALE 111= 201 AS BUILT CORRECTIONS BY +� CONTRACT NO. 1143800 DATE: Ono PROFILE VIEW 2 1 0 2 4 VERICAL SCALE 1 "= 2/ 20 10 0 20 40 HORIZONTAL SCALE 1 "= 20' SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN CONTRACT NO. DRAINAGE PLAN AND PROFILE 1143800 DRAWING NO. SHEET NO. DPP -01 21 Q Q FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES oc�43� rl '1 :: 86 EXISTING GAS LINE ELEV 83.05 PROP HEADWALL -�, 82 RIP RAP 25 LB, LIGHT __� 80 78 77 92 •1 \ PROP. 2 \\H BRANCH 0 +05.00 \ 2 .78 V \ \ PROP D86B HEADWALL O \ BW= 80.70' � INV= 81.10'\ \S5 °�8 8.42 \ \ \ TW= 83.70' \ 5,3.0 ' \PROP. 8" HOF BRANCH . - \\ 0 +39. 9 \\ INV. 80-93 POE, PROP. PE ..00 . � \ 0;+53 J TI0' PROP D89 H�FA WALL \ BW= 80.35'\ V� INV 90.84'y\ TIN 1`\5' \� INSTALL RIP RAP AT ' OUTLET 2'BY 3' WIDE BY 1' DE' P\ \ \ \ 13.5' X 19' WIDE, - �`_ `,BY 1.5' DEEP _\ O \, O 1 � PROP RETAINING WALL 86 PROP DOME DRAINAGE INLET Eel :1 78 77 0 +00 0 +20 0 +40 0 +60 0 +80 BRANCH B E a e a- 00 3 o, A 1/12/12 CONFORMED E N0. DATE IM JL JL BY CHK APRV IN C T D \ \ PROP GROUND 86 84 PROP HEADWALL 82 PROP FLOWLINE� 80 78 V \ A AI \\\"\ If \ ;z '`� Al k- - 11s� V 10" DOME DRAINAGE NLET \V , TG =83.9 ,It \ V� INV =81.9 0 +18.\47 \ X, )' \1A �\ \ ` BWO80A0'9 HEADWALL `A� \\ v \ a INV 80' 79 . TW=84. �' \ i �� \ V AI A \ A ,A V 10" D�IME�, DRAINAGE INLET\ \ TG =86.\2 \ VA V, INV =81 2 \O NB2 °28 44.16,E \ , GH �OIN �� )\ PROP 18\„ HQPEo RANCH \ 0 +31.53 \ PROP 18 MITERED \ \ A BELL COUPLER ` � v INV ELEV $0 85 FILL SUPPORT CONCRETE PLUG I FIELD ADDITION EX. GAS LINE V' T /P ELEV. 84.55 1 ) v 51 \ 1 1 V 0 r ! I NORTHING ( 03 -30 ST 2011 I ! 00 o = m `° o Ln + 92 •1 \ PROP. 2 \\H BRANCH 0 +05.00 \ 2 .78 V \ \ PROP D86B HEADWALL O \ BW= 80.70' � INV= 81.10'\ \S5 °�8 8.42 \ \ \ TW= 83.70' \ 5,3.0 ' \PROP. 8" HOF BRANCH . - \\ 0 +39. 9 \\ INV. 80-93 POE, PROP. PE ..00 . � \ 0;+53 J TI0' PROP D89 H�FA WALL \ BW= 80.35'\ V� INV 90.84'y\ TIN 1`\5' \� INSTALL RIP RAP AT ' OUTLET 2'BY 3' WIDE BY 1' DE' P\ \ \ \ 13.5' X 19' WIDE, - �`_ `,BY 1.5' DEEP _\ O \, O 1 � PROP RETAINING WALL 86 PROP DOME DRAINAGE INLET Eel :1 78 77 0 +00 0 +20 0 +40 0 +60 0 +80 BRANCH B E a e a- 00 3 o, A 1/12/12 CONFORMED E N0. DATE IM JL JL BY CHK APRV IN C T D \ \ PROP GROUND 86 84 PROP HEADWALL 82 PROP FLOWLINE� 80 78 V \ A AI \\\"\ If \ ;z '`� Al k- - 11s� V 10" DOME DRAINAGE NLET \V , TG =83.9 ,It \ V� INV =81.9 0 +18.\47 \ X, )' \1A �\ \ ` BWO80A0'9 HEADWALL `A� \\ v \ a INV 80' 79 . TW=84. �' \ i �� \ V AI A \ A ,A V 10" D�IME�, DRAINAGE INLET\ \ TG =86.\2 \ VA V, INV =81 2 \O NB2 °28 44.16,E \ , GH �OIN �� )\ PROP 18\„ HQPEo RANCH \ 0 +31.53 \ PROP 18 MITERED \ \ A BELL COUPLER ` � v INV ELEV $0 85 FILL SUPPORT CONCRETE PLUG I FIELD ADDITION EX. GAS LINE V' T /P ELEV. 84.55 1 ) v 51 \ 1 1 V 0 r ! I NORTHING 1 03 -30 ST 2011 I ! 00 o = m `° o Ln + PRJ. ENG. 03 -30 1 II 2011 > u z 00 o - LLB Q > u -- EL L EXISTING ROUND , S = -0.00 0 , EXIS , 53 00 LE - 1 r` ! 00 + 0 , , 5005 S = 0.0143 -,. - -- LCT- ISM- -- -- - -- 00 � �o M 0p + � + 00 o > o > >w >w 18" HOPE 1V HOPE 92 •1 \ PROP. 2 \\H BRANCH 0 +05.00 \ 2 .78 V \ \ PROP D86B HEADWALL O \ BW= 80.70' � INV= 81.10'\ \S5 °�8 8.42 \ \ \ TW= 83.70' \ 5,3.0 ' \PROP. 8" HOF BRANCH . - \\ 0 +39. 9 \\ INV. 80-93 POE, PROP. PE ..00 . � \ 0;+53 J TI0' PROP D89 H�FA WALL \ BW= 80.35'\ V� INV 90.84'y\ TIN 1`\5' \� INSTALL RIP RAP AT ' OUTLET 2'BY 3' WIDE BY 1' DE' P\ \ \ \ 13.5' X 19' WIDE, - �`_ `,BY 1.5' DEEP _\ O \, O 1 � PROP RETAINING WALL 86 PROP DOME DRAINAGE INLET Eel :1 78 77 0 +00 0 +20 0 +40 0 +60 0 +80 BRANCH B E a e a- 00 3 o, A 1/12/12 CONFORMED E N0. DATE IM JL JL BY CHK APRV IN C T D \ \ PROP GROUND 86 84 PROP HEADWALL 82 PROP FLOWLINE� 80 78 V \ A AI \\\"\ If \ ;z '`� Al k- - 11s� V 10" DOME DRAINAGE NLET \V , TG =83.9 ,It \ V� INV =81.9 0 +18.\47 \ X, )' \1A �\ \ ` BWO80A0'9 HEADWALL `A� \\ v \ a INV 80' 79 . TW=84. �' \ i �� \ V AI A \ A ,A V 10" D�IME�, DRAINAGE INLET\ \ TG =86.\2 \ VA V, INV =81 2 \O NB2 °28 44.16,E \ , GH �OIN �� )\ PROP 18\„ HQPEo RANCH \ 0 +31.53 \ PROP 18 MITERED \ \ A BELL COUPLER ` � v INV ELEV $0 85 FILL SUPPORT CONCRETE PLUG I FIELD ADDITION EX. GAS LINE V' T /P ELEV. 84.55 1 ) v 51 \ 1 1 V 84 EADWALL 82 80 TING GROUND 78 0 +00 0 +20 0 +40 0 +60 0 +80 BRANCH C 147 ON QAOraS +ONq \\ &COMPANY # N . 63769 625 E.CMNESID DRIVE SIE.100 SAN BERNARDINO. CALIFORNIA 92408 PHONE1(909) 806-8000 FAX - (909)806 -8099 DESIGNED BY 0 r JR NORTHING 0 C) 03 -30 ST 2011 Ln + O 00 o = m `° o Ln + PRJ. ENG. 03 -30 TBJ 2011 > u z 00 o - LLB Q > u -- EL L ( PROP F S = -0.00 0 EXIS 53 00 LE - 1 " HOPE ! 84 EADWALL 82 80 TING GROUND 78 0 +00 0 +20 0 +40 0 +60 0 +80 BRANCH C 147 ON QAOraS +ONq \\ &COMPANY # N . 63769 625 E.CMNESID DRIVE SIE.100 SAN BERNARDINO. CALIFORNIA 92408 PHONE1(909) 806-8000 FAX - (909)806 -8099 DESIGNED BY DATE JR NORTHING DRAWN BY 03 -30 ST 2011 CHECKED BY 03 -30 SAG 2011 PRJ. ENG. 03 -30 TBJ 2011 PROP GROUND - 0 0 0 6 86 Q o CD CD > Q) > - PROP DOME 84 DRAINAGE INLET E -0 :1 W M ti 6� N � C) > - a) > w fe L 82 -_L 80 22.78 LIF HOPE 78 0 12" 78 0 +00 0 +20 0 +40 BRANCH D San Diego's Regional Planning Agency N M INV BW D89 HEADWALL END ELEVATION FOR FURTHER DETAILS, SEE CALTRANS STANDARD PLAN D89 7' -0" P] TW (V M INV B FOR BRANCH B NO SCALE i 20 10 0 20 40 SCALE 1 20) AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: u STORM DRAIN COORDINATES STA NORTHING EASTING 0 +05.00 1958210.9373 6242544.2704 0 +53.00 1958159.8164 6242558.2578 0 +18.47 1958151.1420 6242571.7724 0 +53.00 1958155.6616 6242606.0061 DETAILS REVISED SEE REVISED DRAINAGE PLAN AND PROFILE, DRAWING NO. DPP -02.1, SHEET 22R SANTA FE DRIVE PEDESTRIAN UNDERPASS DRAINAGE PLAN AND PROFILE FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES SCALE AS SHOWN CONTRACT 1143800 Ecw_ N0.02 22 0 1 2 3 92 90 m el ; 'f� 86 EXISTING GAS LINE INV. ELEY 81.90 €PER FIELD DATA) PROP HEADWALL----, m RIP RAP 25 L8, LIGHT 80 EX. 114Y. 78.95 (PER FIELD DATA) 78 77 0 p •y. � 1 , ,I F, , 1A '. '' `.t '{ '1 1. '',. ' `` i- }' %%JM +aSY t �!':'tI -VA 1'. 1{1 1 \1 M1• '; M1. i,� y`i I i, '', yl f 'i }', 51 •5 1 1 t ,4 � !•� 1.5 �• 11 11. '4. r I _ •(iE .1 I 4, 1 I } 1 k 1 11 - j - i.' ,l _j 'Y -r Ot 1 � , 1 90 88 PROP RETAINING HALL 86 84 r - PROP ME DRAINAGE INLET_ E 78 77 0 • BRANCH B $ 9124112 CHANGED HEADWALL STANDARD 15fi CFlUI CPAd REVISED BRANCH B ¢ A2123/12 CHANGED LENGTH OF BRANCH °B° JSR TBJ TBJ ►a. air€ tzstDN3>- C�,�, N C T D js 1 S •S � `y5 4', s• s ti 1 y 1 " PROP. 2" 'H 3 E. i r``•, BRANCH 9 °4€'5� ;5B"'}'" , 0105'• , �. 2 .78' t PROP D869 HEADWALL• ri INY= 81.10.' ' '1'5,35`8 8.42 TW 83.70.. I , 't1300p 8° HOPE - y I t 0 +39. 8 93 1, u S S S 1 tS T K 1 l i , t `•. � ,` t , ' + ; 1 } I, , y. QINV �10 DII DRAINAGE I11ET �'� TG�3. 9' >4 ,F 1 I, l 1 8W I , R ,'�'. 4 HEADWALL IIvV�1.9 '•j{. t i S 0 +18.47 -•_� t ` , PROP �7$9 HEADWALL �`,'I } }, '� S y: - 'y D Bf1= 8OS €7` `ti � '} 't }; 'I '''S '�, , INV =BO', {`,4 3 y t y END ELEVATION FOR FURTHER DETAIL54 SEE CALTRANS STANDARD PLAN D86B . . tl �, 14 '•.' , , 10" t} 'F.E vr%gulAGE `,I. as.. �3lnn''. '. •',, } `gRDP. PE i t�,�. ,� .: ,•>\� -. Ll '•, � •1 , WILSON - JR r - o,�WN �Y I146 �� I ST 6242544,2704 Ir.. 63763 1 i CHECKED 9Y .:ss.CMKKMK srs co EXIST 114G ROUiq � 1 22.78 LF _ -% PRJ. ENG. 18" HDPE s I• iflOX SUBAAfrTAL. SET AUJGLW 2012 ,h ti t m d Q CD I I ; I k I i r' 'I .f So 0 A S za 0 ° ...... .. ..... .............. �C s., r- _ 503' `... '10 - HDPE .. > II R+ N W +00 0 +20 0+40 0 +60 0 +8 11.75'° 17.5'° 18" HOPE 18NHDPE _ •(iE .1 I 4, 1 I } 1 k 1 11 - j - i.' ,l _j 'Y -r Ot 1 � , 1 90 88 PROP RETAINING HALL 86 84 r - PROP ME DRAINAGE INLET_ E 78 77 0 • BRANCH B $ 9124112 CHANGED HEADWALL STANDARD 15fi CFlUI CPAd REVISED BRANCH B ¢ A2123/12 CHANGED LENGTH OF BRANCH °B° JSR TBJ TBJ ►a. air€ tzstDN3>- C�,�, N C T D js 1 S •S � `y5 4', s• s ti 1 y 1 " PROP. 2" 'H 3 E. i r``•, BRANCH 9 °4€'5� ;5B"'}'" , 0105'• , �. 2 .78' t PROP D869 HEADWALL• ri INY= 81.10.' ' '1'5,35`8 8.42 TW 83.70.. I , 't1300p 8° HOPE - y I t 0 +39. 8 93 1, u S S S 1 tS T K 1 l i , t `•. � ,` t , ' + ; 1 } I, , y. QINV �10 DII DRAINAGE I11ET �'� TG�3. 9' >4 ,F 1 I, l 1 8W I , R ,'�'. 4 HEADWALL IIvV�1.9 '•j{. t i S 0 +18.47 -•_� t ` , PROP �7$9 HEADWALL �`,'I } }, '� S y: - 'y D Bf1= 8OS €7` `ti � '} 't }; 'I '''S '�, , INV =BO', {`,4 3 y t y END ELEVATION FOR FURTHER DETAIL54 SEE CALTRANS STANDARD PLAN D86B . . tl �, 14 '•.' , , 10" t} 'F.E vr%gulAGE `,I. as.. �3lnn''. '. •',, } `gRDP. PE i t�,�. ,� .: ,•>\� -. Ll '•, � -U1 r 4 a T IN'STA OUTL� I F1 '1 ;t E� {{'//�'•• IO! ' _� �, 1 y ;•` ' - I t {•t ., •, • --81'' 2 '., iJilyT '' 1', , ', .• 1" 4 t INY` i 1 •,'y, } I ' 1 I 1 ', - ` Lf JV . : r ? , I Tai �fl..3 'I `•,'i ";. ,`'.1ti, g 4Q.T5`�' '', ' ., • `, I ',t ; � t` } 5 ,I ,I 4 ` (�� }' ' I 1 I 2'BY .. ..... Q BY ; �`,l ti•� }' r i PROP 1$'• H PE , � 1,y14 }t t { 1 PAY RANCH B t + ' Bw 0 +31.53 }islI' } D 8 9 HEADWALL . E A D W A L L ' BELL COUPLER`.? INY [LEY. 80.85 END ELEVATION EX• GAS LINE t .5 7,5 I,y -Y '••` 'Y' I• 1 { 4.55 TIP ELEV. 8 '` FOR FURTHER O ETA I LS, SEE CALTRAN 5 STANDARD PLAN a8 9 1 I 1 '`� '�` `' � �,' - tl 'S ` r,`• II II r' � .�� � ' �� yid IS �� �' � ` I, `,? I � f ''I '��` +,• t .5 '1 ,.1 • `1 l,l 1 I j ••'� i4 ,' '4` � •5 'i, �',t', {.,'1 '. 1 , i I 1 4 4 r R� I I 20 10 D 20 40 lil . , A , , I . %I,! I I I I SCALE 1 "- 20` .I,•'t, �,•• ,` } ,1,., •' S� 1t }1 `5�}�'.I}t, 4M1,, II 'I I III I'i PROP GROUND PROP GROUND v a 86 C>1 86 86 86 C) 4r ."$ ° ° ca c7 'II; m E. + in °> �° +, 84 La , 4) Z 84 84 PROP HEADWALL 82 PROP FLOWLINE - E 78(]�(�]�j' 0 +00 i PROP DOM - EtRQINAGE i PROP HEADWALL INLET 82 82 , 53100 LF - 18" HOPE 0 +20 0 +40 0 +60 BRANCH C •1 r WILSON - JR 1 - o,�WN �Y I146 �� I ST 6242544,2704 Ir.. 63763 EL EL CHECKED 9Y .:ss.CMKKMK srs co No. 67801 6242571,7724 SAG 1 22.78 LF _ -% PRJ. ENG. 18" HDPE s TBJ iflOX SUBAAfrTAL. SET AUJGLW 2012 t -U1 r 4 a T IN'STA OUTL� I F1 '1 ;t E� {{'//�'•• IO! ' _� �, 1 y ;•` ' - I t {•t ., •, • --81'' 2 '., iJilyT '' 1', , ', .• 1" 4 t INY` i 1 •,'y, } I ' 1 I 1 ', - ` Lf JV . : r ? , I Tai �fl..3 'I `•,'i ";. ,`'.1ti, g 4Q.T5`�' '', ' ., • `, I ',t ; � t` } 5 ,I ,I 4 ` (�� }' ' I 1 I 2'BY .. ..... Q BY ; �`,l ti•� }' r i PROP 1$'• H PE , � 1,y14 }t t { 1 PAY RANCH B t + ' Bw 0 +31.53 }islI' } D 8 9 HEADWALL . E A D W A L L ' BELL COUPLER`.? INY [LEY. 80.85 END ELEVATION EX• GAS LINE t .5 7,5 I,y -Y '••` 'Y' I• 1 { 4.55 TIP ELEV. 8 '` FOR FURTHER O ETA I LS, SEE CALTRAN 5 STANDARD PLAN a8 9 1 I 1 '`� '�` `' � �,' - tl 'S ` r,`• II II r' � .�� � ' �� yid IS �� �' � ` I, `,? I � f ''I '��` +,• t .5 '1 ,.1 • `1 l,l 1 I j ••'� i4 ,' '4` � •5 'i, �',t', {.,'1 '. 1 , i I 1 4 4 r R� I I 20 10 D 20 40 lil . , A , , I . %I,! I I I I SCALE 1 "- 20` .I,•'t, �,•• ,` } ,1,., •' S� 1t }1 `5�}�'.I}t, 4M1,, II 'I I III I'i PROP GROUND PROP GROUND v a 86 C>1 86 86 86 C) 4r ."$ ° ° ca c7 'II; m E. + in °> �° +, 84 La , 4) Z 84 84 PROP HEADWALL 82 PROP FLOWLINE - E 78(]�(�]�j' 0 +00 i PROP DOM - EtRQINAGE i PROP HEADWALL INLET 82 82 , 53100 LF - 18" HOPE 0 +20 0 +40 0 +60 BRANCH C 80 EXISTING GROUND 78 0 Q ��}}18V :i :t ss 7 7 OESf 8Y WILSON NORTHING JR &COMPANY - o,�WN �Y I146 �� I ST 6242544,2704 Ir.. 63763 EL EL CHECKED 9Y .:ss.CMKKMK srs co No. 67801 6242571,7724 SAG s.n AEWAU+C,ra.rc1R+A 22.78 LF PRJ. ENG. 18" HDPE s TBJ iflOX SUBAAfrTAL. SET AUJGLW 2012 80 EXISTING GROUND 78 0 Q ��}}18V :i :t ss 7 7 ., m .i 78 0 +20 0 *4-0 BRANCH D San Dlego`s Regional planning Agency - -- - - -- - • .. .................. ............. ............................ ............................. .. . . .. . .. . ................................. ............................... ....... ....................... ........ ... ............................. .. ........... .................... ... ............... ............................... ............ STORM DRAIN COORDINATES M1 [� NORTHING �o o y I146 0 +05.00 1958210,9373 6242544,2704 0 +53.00 EL EL LAI 0 +18.47 S 6242571,7724 0 +53.00 1958155.6616 22.78 LF 18" HDPE ., m .i 78 0 +20 0 *4-0 BRANCH D San Dlego`s Regional planning Agency - -- - - -- - • .. .................. ............. ............................ ............................. .. . . .. . .. . ................................. ............................... ....... ....................... ........ ... ............................. .. ........... .................... ... ............... ............................... ............ STORM DRAIN COORDINATES STA NORTHING FAST I146 0 +05.00 1958210,9373 6242544,2704 0 +53.00 1958159 s 8164 6242558.2578 0 +18.47 1958151.1420 6242571,7724 0 +53.00 1958155.6616 6242606,0061 AS BUILT' CORRECTIONS BY Lykwh- CONTRACT NO. 1143800 DATE: �yd� CITY OF ENCINITAS ENGINEERING DEPARTMENT SG4E PU$1.7C iuPRU'1EdEHF SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN "s fog F:ECOVVENVE0 APMO,'EO cO,YrRkcr NO. REVISED DRAINAGE 1143800 wf�° B'° PLAN AND PROFILE VR4W7NG NO. SHEET h'°. ' °` ' DATE DPP -02.1 22R aarE: OuE: FOR REDUCED PLANS O 4 2 3 ORIGINAL SCALE ]S IN INCHES I F I II I I I - -- - - -- -- — - EXISTING MAINLI _ _.., EXISTING 12'x' XISTING MAINLINE 235, CO v' HP GAS tIAI€ i i -, - - - - -- E _ - -. . -_ -, - ff mom. �. ,_,. .,, . , Z _ �, PROP. BRIDGE STA. 10+24.71 i "r - _ EXISTING ML2 S 1841+98-08 TIN TA. � ---_ —_ _ 4 - — -- � - �40 +8.1. TO 41,p �- - — — a - 07 — — — — — — — - -- — — — — — — — IT - - - - - - C E ME F TRACK n.• — — — - - -� - S q 0 - � 7 �* F-- _ POTENTIAL PHASING WORK APPROACH NCTD'S CONTRACTOR WILL REPLACE BALLAST AND TRACK PANELS FOR MT1. 1. NORTH COUNTY TRANSIT DISTRICT CONTRACTOR (NCTD' CONTRACTOR) WILL INSTALL 6. 2 TRACK PANELS /TRACK. (CONTINUOUS WELDED RAIL (CWR) RETAINED) BEFORE CONTRACTOR BEGINS WORK. EXISTING CWR RAIL WILL BE RETAINED FOR 7. CONTRACTOR PLACES PRECAST MEMBERS SUPPORTING MT2. RE- INSTALLMENT INTO THE TRACK AFTER THE BRIDGE CONSTRUCTION IS COMPLETED. 8. NCTD'S CONTRACTOR WILL REPLACE BALLAST AND TRACK PANELS FOR MT2. l� .tl �� - � - - - -2. CONTRACTOR PLACES CIDH PILE. NCTD'S CONTRACTOR WILL REMOVE AND REPLACE TIES THAT CONFLICT WITH PILE DRILLING /SETTING OPERATION. 9. NCTD FORCES WILL TAMP TRACK. 3. ALL CIDH PILE IN PLACE. CONTRACTOR TO SCHEDULE AWW TO INSTALL THE BRIDGE. 10. AT COMPLETION OF THE AWW NCTD OPERATIONS WILL RESUME AND CONTRACTOR WILL\ BEGIN EXCAVATION /COMPLETION OF PROJECT. 1 4. ONCE THE AWW BEGINS, NCTD'S CONTRACTOR WILL REMOVE TRACK PANELS WITH BOTH j TRACKS OUT OF SERVICE. 11. NCTD'S CONTRACTOR WILL CHANGE OUT TRACK PANEL RAIL WITH CWR AND WELD BACK IN PLACE WHEN SCHEDULED BY NCTD. 5. CONTRACTOR EXCAVATES COMPLETE PILE CUTOFFS, PLACE /WELD CAPS, SET BRIDGE. 50 25 0 50 100 1_ 0 _ 2 - 4 PRECAST MEMBERS SUPPORTING MT1 SHALL BE IN PLACE PRIOR TO PLACING PRECAST *SEQUENCE OF WORK DEVELOPED WITH NCTD. THE CONTRACTOR SHALL COORDINATE MEMBERS SUPPORTING MT2. WITH NCTD AND DEVELOP A WORKPLAN IN DETAIL TO SATISFY THE REQUIREMENTS - SPECIFIED IN THE PLANS AND THE SPECIAL PROVISIONS AND SUBMIT TO THE HORIZONTAL SCALE 1` 50' VERTICAL SCALE 1 "= 2' ENGINEER FOR APPROVAL 96 NOTE: MIN TRACK REMOVAL SHOWN, WORK BY NCTD FORCES BASED ON BRIDGE CENTER AT STA 2841 +21.4 96 AS BUILT 94 1 0(i.OU' TRACK'REMOVAL LIMITS 94 - - -- �- H J. CORRECTIONS BY (SEE ABOVE) - A 6 -- � CONTRACT NO. 1143800 92 - - -` -_ _ DATE: L i 92 d _ V4 �r , 90 x_, 90 XD i .f) El- �CD I M r rl- 88 � �� r- rxI�TINC TOP r�r RAIL (MAIr � o 88 f_ _ `° - 86 L�j C1 86 I I - T D — DO r � Ln cie -- =1 EXISTING 4" HP GAS LINE en 84 R 2j 84 82 82 x: -- - r E' EXISTING CULVERT ` 80 NOTE: TOP OF RAIL !VERTICAL DATA IS APPROXIMATE, ,BASED ON A REGRESSION OF THE SURVEYED TOP OF RAIL. IE = 78.2' EXISTING 12" WATER LINE 80 E 2831 +00 2832 +00 2833 +00 2834 +00 2835 +00 2836 +00 2837 +00 2838 +00 2839 +00 2840 +00 2841 +00 2842 +00 2843 +00 2844 +00 2845 +00 2846 +00 a DESIGNED BY DATE o a gpOF13.. pq� JR SANTA FE DRIVE PEDESTRIAN UNDERPASS SCALE WIRSON � F AS SHOWN &COMPANY s cy ' DRAWN BY 03 -30 w A ST 2011 CONTRACT No. 3 N .63769 CHECKED BY 03 -30 RAIL PLAN AND PROFILE 1143800 A1/12/12 CONFORMED IM JL JL 635 e- CARNEGIE DRIVE SIE.100 2011 ° SAN BERNMDmO. CALIFORNIA 92408 SAG No. DATE BY cHK APRV C T D FAX 90909060809900 X. F v�p`\to�a�p PRA. ENS. 03 -3o San Diego's Regional Planning Agency EXISTING MAINLINE 1 DRAWING No. sHEEr No. - - TBJ 12011 PP -01 23 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES _1 - -__ i I 1 1 003 -5v EXISTING -- - -- -- CURVE ML2 -01 I — - -- — RELOCATION DC - 1016,04 ER -OPTIC — LIMITS OF FIB Ea 380.00' _ = 31/2" EXISTING q., — -- P. BRIDGE 4S +8CS:54 1, V= 65 mph - - — HP GAS LINE _ ( L2 StA 1841 +3-&. _.. - _ - .— -PU �' PO 1 - - — -- — Q CAUTION: — ` EXISTING OVERHEAD - - — RAILROAD RIGHT OF WAY —— EXISTING FINE�RDPIIC LtNE �•�� ELECTRIC LINE — — RELOCATED - _— - - — 1= XISII�EG V�RI � .. ......... .... ... © x __,.�,. —. EXISTING 12" — 1835-00 _ - ........ . -.... - EXISTING EXI -S-T*G 12 PROP. BRLDGE STA. 10 +24.71= - - . 1841 98 i' i EXISTING ML2 STA _ rsa� -ERNE -- ___> — + . oa EXISTING MAINLINE 1 -- H1840+,81.4 TO 141+ i.4 - -_ P -- — --- - .LIMITS�'IIf TRACK - I REMOVAL -*AND REPL4CEMENT —=------ - - - - -- - - - - -- _— – --- - - - - -- — - - -— _ — -- -- - _ _— BABY N TD rORG[ S-1I — — (APPROACH � — _- - - - -__ PLACE BALLAST AND TRACK PANELS FOR MT1. DISTRICT CONTRACTOR (NCTD' CONTRACTOR) WILL INSTALL 6. NCTD'S CONTRACTOR WILL RE \\ !P/ — —_- ITD Ii� (CONTINUOUS WELDED RAIL (CWR) RETAINED) BEFORE 7. CONTRACTOR PLACES PRECAST MEMBERS SUPPORTING MT2. " <. EXISTING CWR RAIL WILL BE RETAINED FOR AE TRACK AFTER THE BRIDGE CONSTRUCTION IS COMPLETED. 8, NCTD'S CONTRACTOR WILL REPLACE BALLAST AND TRACK PANELS FOR MT2. J f � CIDH PILE. NCTD'S CONTRACTOR WILL REMOVE AND REPLACE g NCTD FORCES WILL TAMP TRACK. TH PILE DRILLING /SETTING OPERATION. 10. AT COMPLETION OF THE AWW NCTD OPERATIONS WILL RESUME AND CONTRACTOR WILL STALL THE BRIDGE. LACE. CO NTRACTOR TO SCHEDULE AWW TO IN BEGIN EXCAVATION /COMPLETION OF PROJECT. IS, NCTD'S CONTRACTOR WILL REMOVE TRACK PANELS WITH BOTH / 11. NCTD'S CONTRACTOR WILL CHANGE OUT TRACK PANEL RAIL WITH CWR AND WELD BACK 2 q IN PLACE WHEN SCHEDULED BY NCTD. / – 50 25 0 50 10'0 2 1_ 0 -ES COMPLETE PILE CUTOFFS, PLACE /WELD CAPS, SET BRIDGE. SEQUENCE OF WORK DEVELOPED WITH NCTD. THE CONTRACTOR SHALL COORDINATE VERTICAL SCALE 1 "= 2' IRTING MT1 SHALL BE IN PLACE PRIOR TO PLACING PRECAST WITH NCTD AND DEVELOP A WORKPLAN IN DETAIL TO SATISFY THE REQUIREMENTS – 96 F2. SPECIFIED IN THE PLANS AND THE SPECIAL PROVISIONS AND SUBMIT TO THE HORIZONTAL SCALE 1 50 BRIDGE CENTER AT STA 1841 +21.4 ENGINEER FOR APPROVAL NOTE: MIN TRACK REMOVAL NCTD FORCES BASED ON _ -- VAL SHOWN, WORK BY TRACK REMOVAL LIMITS 94 SEE ABOVE) - - i A0 fjl� b f+ BUILT 92 AS - CORRECTIONS BY 1143800 90 CONTRACT NO. I + N DATE: - -- i - 88 cInl CD -- -- - i I - - -I - - -- - - - - - ....__..... -- -. - -• - --- °_.._. _ ;' 13i °' —. r7 V ill L �I> 86 _ I 2 Y 'I > w- - cive � C7 a (, � 41 ; EXISTING 4" HR GAS LINE'; 84 CD LA � s col cc 4 82 -- - n _ ,3 l 1. , EXISTING 12 EXISTING CULVERT -CATER LINE IE = 78.6'. I i -Z , BASED ON A REGRESSION OF THE SURVEYED TOP OF RAIL. I 80 f� L VERTICAL DATA IS APPROXIMATE, ' 1845 +00 1846 +00 + 1844+00 + 1843+00 + 1839 +00 1840 +00 1841 +00 1842 00 32 +00 1833 +00 1834 +00 1835 0 1836 +00 1837 +00 1838 +00 0 DESIGNED BY DATE WILSON eROF�ssloroAi JR & Jq &COMPANY SF° DRA ST BY 20110 N .63769 CHECKED BY 03 -30 a SAG 2011 IM JL JL 625 E_CARNEGIE 13RNE SIE.100 P oNBERN 9D'IN gppF RNA 9L408 'rlgj�, CIVIN- �o��`� PRJ. ENG. 03 -3o San Diego's Regional Planning Agency EA%: 1909, 806 -8099 of cati TBJ 2011 BY CHK APRV N C T D SANTA FE DRIVE PEDESTRIAN UNDERPASS RAIL PLAN AND PROFILE EXISTING MAINLINE 2 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ]GAS AL SHOWN ONTRACT NO. 143800 DRAWING NO. SHEET NO PP -02 24 0 1 2 pocI'3- I C a 0 0 N 0 m LL + C N 1 6 1` m P / P C .. om m r m O r O� m c + J O � d 0 r O w o g a w + ° w - E a o L 0 0 0 + b O — J � 4 FOR REDUCED PLANS 0 1 2 ORIGINAL SCALE IS IN INCHES I i I i I o oC13 -.oV D N O N m LL C O N 3 1 Q r m m e i �a .f 0 0 r i m �m w m o wow �ma �° ao C dim �sLL Existing A 1 1/12/12 NO. I DATE CONFORMED IM JL I JL BY CHK I APRV N C T D PLAN 10 5 0 10 20 SCALE 1 "= 10' 811 #4 Ell Mortar MT Hand railing, see Note 2- #4 x 511 x 911 or 5111 5" 0 x 9" post pocket POST POCKET 1 0 1 2 SCALE Y4'1= 1' -0'1 TYLININTERNATIONAL 404 CAWO DFJ RO SWK SUTE T00 SAN DEM CA 92106 (W 692 -1920 w -tyl aom QR0F E55 10N B S�J9... Fy Z * No C60122 CIVIL OF CAL FG 1 ' -011 12" Lap Post pocket, I see detail 7' -411 V -6" FG AS BUILT DETAILA CORRECTIONS BY ZJ1114ML Note: Retaining wall is modified Type 4 as shown in SSPWC. sheet 613 load case 1. Wall dimension modified 611 in Section A- A DESIGNED BY Lm I F- 05-20 K. Anthony 2011 DRAWN BY 07 -23 1. Martin 2010 CHECKED BY 05 -20 P. Smith 2011 PRJ. ENG. 07 -23 J. LaHaye 2010 SECTION A -A 1 0 1 2 SCALE %2'1= 1 ' -011 San Diego's Regional Planning Agency 1 0 1 2 SCALE �I /2"= 1' -011 CONTRACT NO. '.1x143800 DATE: M+ WARNING ! ! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASEMENT SHALL BE PER SDG &E NOTES ON GENERAL NOTES NO.1 SHEET. SANTA FE DRIVE PEDESTRIAN UNDERPASS RETAINING WALL LAYOUT FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING N0. I SHEET NO RW -02 26 0 1 2 3 00173--,CSC C O °o N m LL O a r m i N O m m m i m �m w r o wog Imo N t w � E a� m m �oLL ® 1 1/12/12 RW1 Location Elevation (ft) O 90.00 0 90.30 O 90.59 ® 90.84 O 91.00 © 90.70 0 90.36 ® 89.88 0 89.62 RW3 TOW TABLE Location Elevation (ft) 0 74.50 O2 76.50 O 80.00 ® 82.50 O 82.50 © 82.69 O7 82.12 ® 81.89 O9 81.71 10 81 .82 11 82.05 CONFORMED #5 XDC Top and Bot Tot 2 sets- Additional a@ bar on each side of opening Retaining wall stem #5 x 4' -0" Top bottom Tot 4 opening Wall footing Note: Reinforcing shown is additional to standard wall reinforcing FOOTING PIPE OPENING DETAIL 1 0 1 2 SCALE %411= 1' -011 Koce 211 expanded polystyrene over top of pipe ®mm ".1 M -1"1\ (SEE SHEET, CCO #3, SHEET 9S) ftz"q N C T D TYLIN INTERNATIONAL 104 CNNNO DEI NO SOUTK SLATE TOD SAN DEDD. CA 92108 (619) 992 -I20 --tAR and bars Enc "RW1 " DEVELOPED ELEVATION 10 4 8 SCALE 1/8 11= 1' -011 wa I I Q ' 1 < ESS IDNq � C60122 I CIVIL OF CAL Datum E I ev: 60.00 DESIGNED BY UH I F- 05-20 K. Anthony 2011 DRAWN BY 07 -23 I. Martin 2010 CHECKED BY 05 -20 P. Smith 2011 PRJ. ENG. 07 -23 J. LaHaye 2010 "RW311 DEVELOPED ELEVATION (MIRRORED) ..._._. IN San Diego's Regional Planning Agency SANTA FE DRIVE PEDESTRIAN UNDERPASS RETAINING WALL ELEVATIONS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS BUILT CORRECTIONS BY CONTRACT NO DATE: 1143800 SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING N0. I SHEET NO. RW -03 27 0 1 2 3 m a °o N V m Imi 0 N m . w N D m m m �m w r o wo� � n s O E a o �oz UatUm E I ev' 60.00 JGG JJf vvu JI IGG 1 V I I I UI UG I u l 10. RW2 TOW TABLE Location Elevation (ft) O1 95.23 O2 91.60 O3 91.49 ® 90.64 O5 88.83 © 88.50 �7 88.43 ® 87.58 O 85.44 10 84.03 11 85.31 12 88.03 13 88.48 14 87.75 15 87.25 16 86.37 17 84.50 A 1 1/12/12 I CONFORMED NO. I DATE IM JL JL BY CHK APRV N C T D TYLININTERNATIONAL 401 CAINq DEI 910 SWK SLATE 700 SAN DECO, CA 92M9 MEN 692-M MvW.tyffr O ,?�yOFESS � o 6Q 0 512�2 P a /� Exp e -u "e CIVIL Op CAL "RW2" DEVELOPED ELEVATION DESIGNED BY K. Anthony DRAWN BY I. Martin CHECKED BY P. Smith PRJ. ENG. J. LaHaye 2011 07 -23 2010 05 -20 2011 07 -23 2010 10 4 8 SCALE I /811= 1 ' -0" FC Fence, see ..h ---I1 III n nAn SECTION A -A 1 0 1 2 SCALE I /Z"= 1' -011 San Diego's Regional Planning Agency h, 11T -01 11 12" HP Gas Line Protect In Place SANTA FE DRIVE PEDESTRIAN UNDERPASS RETAINING WALL ELEVATIONS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES egin wall AS BUILT CORRECTIONS BY CONTRACT NO. ! 11l43800� DATE: _�� 1138 00�}�� � "I� SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. RW -04 28 0 1 2 3 llc�T3i I +0.24% Sta i_0+_0_0/ PROFILE GRADE Elev 83.56 No Scale Begin "Bridge" Line Sta 10 +00.00 = "MT2 Track" Sta 1841+77.15 Lt 7.386 1-1-i Sta 11 +00 E I ev 83.80 Datum I E I ev = 60.00 10 +00 Top of slope- Toe of cut N 1✓ Vert C I r I 1 147 • 47 Bent 2 Bent 3 ELEVATION 10 50 0 10 20 SCALE 1 "= 10' Stairs P Top of cut Toe of 2 :1- cuter MT1 Track -' BB 10 +24.71 rM E I ev =83.62 S1 30 55'48E To Leucadia 10 +00 C Bridge 11- MT2 Track Top of slope e� 2:1 N Toe of Fence cut I I Top of I I ut a PLAN i 10 5 0 10 20 m 0 N SCALE 1 "= 10' m n i r a m° .90 E55(oN4` m �p m y f TYLININTERNATEM CA SM - ®� a 4a cArao ou NO salmm sure Too sax o�w CA szws C66188 a ® 1/12/12 CONFORMED IM JL JL M'ssz -zo EXp 6 -30 -2012 N •` �Tq P NO. DATE BY CHK APRV N C T D '� OF ICAI.SEOQ1 L N 0 7 0 LL 11 +00 Walkway Retaining wall 2:1 � N BALLAST RETAINER -� Bridge CL MT1 Track I MT2 Track 33 -6 16 —911 I 16' -9" _g 71' I 7' -8"± I 7' -8'f+ I 711 2,_911 BALLAST . RETAINER Prof i le & Varies I & Varies NTCD Standar Grades i Profile i Profile i sidewalk bracket 4 Track 1 Grade Grade with handrail I Bridge I Track 2 OG ::�,,- -1 % 1 Top of slope Precast/ Prestressed CO Concrete 20" ' Slab Girders F G I I II 1(! r-- -1---- L- - - ---- ---- 1- ------ -1--- -L-- -t ---1---- 1------- --- -J------- -I----L---� I I , Cast - in -place i grade beam 1 24 CIDH piles_ - - with HP -14 TYPICAL SECTION 14 * -Taken at lower rail SCALE I/411= 1' -0" AS BUILT CORRECTIONS BY Z62km CONTRACT NO. 1143800 DATE: Wilk 2841 +00 EB 10 +86.54 \ PCC 2835 +82.38 Elev =83.77 C> 11 +00 To Cardiff 1841"+0 E2 :1 Toe of cut DESIGNED BY J. Cole DRAWN BY I. Martin CHECKED BY P. Smith PRJ. ENG. J. LaHaye 2011 )7 -23 2010 )5-20 2011 )7 -23 2010 Top of slope Top of cut PCC 1835 +84.83 �_ Track 1 CURVE DATA R= 4520.02 0= 13 ° 50'32" T= 1092.00 L= 548.67 Z Track 2 CURVE DATA R= 4519.89 0= 13 ° 53'29" T= 1095.86 L= 550.63 San Diego's Regional Planning Agency DISTANCE FROM TOP OF RAIL TO BOTTOM OF GIRDER At Track 1 At Track 2 PG PG Rail 8" 8" Tie 8" 7" Ballast (Min & Varies) 1' -0" 8" Waterproofing 1" 1" Girder it-811 V-811 Total (Min & Varies) 4/_111 3/-81111 RETAINER OG Precast Concrete Bent NOTES: 0 "Vulcan Avenue" at West side, "Highway 101" at East side, see sheet "LC -04 20 Architectural treatment, see sheet "LC -04'x. LEGEND e Indicates minimum vertical clearance. WARNING!! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASEMENT SHALL BE PER SDG &E' NOTES ON GENERAL NOTES NO. 1 SHEET. SANTA FE DRIVE PEDESTRIAN UNDERPASS GENERAL PLAN FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES SCALE AS SHOWN co 1143800 DRAWING NO. SHEET NO. S -01 29 0 1 2 3 Begin "Bridge" Line Sta 10 +00.00 = "MT2 Track" Sto 1842 +77.15 Lt 7.386 85.80 TR 85.95 TR 85.95 TR 86.16 TR \ � UJ N 85.87 TR Flo 86.03 TR -0,0 85.93 T R �11z 86.06 TR ! 10 +26.21 2842 +00 S1 3055'48E 10 +00 Bridge 1 84 2 +00 86.02 TR __P_A 86.25 TR 86.07 TR 86.35 TR IE W � a 0 N cn II _ LC) - I _1 N T., IN 9- Existing 12" Gas, protect in place 1 1 86.15 TR _ 86.21 TR 8 5 86.29 TR 86.34 TR 2841 +00 10 +85.04 MT1 Track 10 +65.63 11 +00 MT2 Track 86.33 TR 1 841 +00 86.55 TR F0 86.59 TR I � -SJ Existing fiber optic, To be relocated, by others • 2 PLAN 10 5 0 10 20 SCALE 1"= 10' PILE DATA TABLE Location Pile Type w N }w IN ' CJw 81 M, �4N r o 195 Kips 488 Kips C cl�o �lo c0i � 81- - m�°fl < co c 125 Kips c4;z 9- Existing 12" Gas, protect in place 1 1 86.15 TR _ 86.21 TR 8 5 86.29 TR 86.34 TR 2841 +00 10 +85.04 MT1 Track 10 +65.63 11 +00 MT2 Track 86.33 TR 1 841 +00 86.55 TR F0 86.59 TR I � -SJ Existing fiber optic, To be relocated, by others • 2 PLAN 10 5 0 10 20 SCALE 1"= 10' PILE DATA TABLE Location Pile Type Design Load ing Ultimate Resistance Design Tip Elevations Specified Tip Elevations (ft) Compression p Tension Abut 1 24" CIDH 195 Kips 488 Kips 0 Kips (1) 39.9 (3) 55 39.9 Bent 2 24" CIDH 300 Kips 750 Kips 125 Kips (1) 22.3 (3) 45 22.3 Bent 3 24" CIDH 300 Kips 750 Kips 125 Kips (1) 22.3 (3) 45 22.3 Abut 4 24" CIDH 195 Kips 488 Kips 0 Kips (1) 40.0 (3) 55 40.0 Design tip elevation is controlled by the following demands: (1) Compression; (2) Tension; (3) Lateral Loads 0 a o- n a LL O C a N / n cP of S 0 �m CONCRETE STRENGTH AND TYPE LIMITS It IL � i, k� No Sca I e It I. V V , % � � BRIDGE SHEET INDEX NO. TITLE 29. GENERAL PLAN 30. FOUNDATION PLAN 31. GENERAL LAYOUT 32. ABUTMENT LAYOUT 33. BENT LAYOUT 34. TYPICAL SECTION 35. PRECAST CONCRETE NOTES 36. PRECAST /PRESTRESSED CONCRETE NOTES 37. ABUTMENT DETAILS 38. PILE CAP DETAILS 39. GIRDER SLAB AND REINFORCEMENT 40. DECK PLATE STEEL DETAILS 41. DECK DRAIN AND WATERPROFFING DETAILS 42. SLOPE PAVING DETAILS - Precast Concrete - Structural Concrete, Bridge Bridge (3,600 psi at 28 days) v < n Structural Concrete, Bridge } Bridge (3000 psi at 24 hours) ® - Cast - in- Place - Drilled -Hole Concrete pile (3,600 psi at 28 days) ?"OF ESS 10N44� 4i��O FZ TYLININTERNATIONAL 410 CAUIxo DEi na SOUK SUITE 70D SAN DIEM CA 92108 � C66188 IM JL JL S' 692-' �-tjm m Exp 6 -30 -2012 Tore CIVIL DP�`v BY CHK APRV N C T D OF CA�Vi DESIGNED BY "I" L 05 -20 J. Cole 2011 9 0 1/12/12 CONFORMED ems 05 -20 P. Smith 12011 PRJ. ENG. 07 -23 12010 J. LaHaye NO. DATE L N p a v - �oLL CONCRETE STRENGTH AND TYPE LIMITS It IL � i, k� No Sca I e It I. V V , % � � BRIDGE SHEET INDEX NO. TITLE 29. GENERAL PLAN 30. FOUNDATION PLAN 31. GENERAL LAYOUT 32. ABUTMENT LAYOUT 33. BENT LAYOUT 34. TYPICAL SECTION 35. PRECAST CONCRETE NOTES 36. PRECAST /PRESTRESSED CONCRETE NOTES 37. ABUTMENT DETAILS 38. PILE CAP DETAILS 39. GIRDER SLAB AND REINFORCEMENT 40. DECK PLATE STEEL DETAILS 41. DECK DRAIN AND WATERPROFFING DETAILS 42. SLOPE PAVING DETAILS - Precast Concrete - Structural Concrete, Bridge Bridge (3,600 psi at 28 days) v < n Structural Concrete, Bridge } Bridge (3000 psi at 24 hours) ® - Cast - in- Place - Drilled -Hole Concrete pile (3,600 psi at 28 days) ?"OF ESS 10N44� 4i��O FZ TYLININTERNATIONAL 410 CAUIxo DEi na SOUK SUITE 70D SAN DIEM CA 92108 � C66188 IM JL JL S' 692-' �-tjm m Exp 6 -30 -2012 Tore CIVIL DP�`v BY CHK APRV N C T D OF CA�Vi DESIGNED BY "I" L 05 -20 J. Cole 2011 DRAWN BY 07 -23 1. Martin 2010 CHECKED BY 05 -20 P. Smith 12011 PRJ. ENG. 07 -23 12010 J. LaHaye DRAWING NO. S -01 S -02 S -03 S -04 S -05 S -06 S -07 S -08 S -09 S -10 S -11 S-12 S-13 S-14 GENERAL NOTES Construction Bridge construction shall be in accordance with the American Railway Engineering and Maintenance -of -Way Association Manual for Railway Engineering (AREMA), 2010 Edition, and the project special provisions. Design AREMA, Chapter 8 (2010), "Concrete Structures and Foundations," service load design. Loading Dead Load: Includes 30 inches of ballast Live Load: Cooper E -80 All other loads in accordance with AREMA, Chapter 8. Seismic Loading AREMA, Chapter 9 (2009), "Seismic Design for Railway Structures." Limit State Return Period Base Acceleration Coefficient (A) Serviceabi I ity 95 yrs 0.12 Ultimate 361 yrs 0.30 Survivabi I ity 1350 yrs 0.73 Site Coefficient (S)a 1.2 Damping Adjustment Factor (D) : 1.00 Reinforced Concrete AS BUILT fy= 609000 psi f'c =3,600 psi at 28 days CORRECTIONS BY n -$ fs= 24,000 psi CONTRACT NO. /�1143800 fc =1 ,440 psi DATE: ` W Precast Concrete and Precast /Prestressed Concrete See notes on other sheets. Piles Concrete: f'c =3,600 psi at 28 days Structural Steel: ASTM A572 Gr. 50 Stud Connectors: ASTM A108 Variations greater than 1/4 -inch per foot from vertical shall not be allowed. The deviation of the top of piles sha I I not exceed one inch from the plan location. Rotation of pile about its centerline shall not exceed 5 degrees from its orientation as shown in plans. Field Welding Use shielded metal arc welding (SMAW) process per AWS D1.5 and AREMA, Chapter 15, "STEEL STRUCTURES ". Filler mater i a l shall be E70XX electrode. Earthwork Limits For limits of payment for excavation and backf i I I bridge, refer to State of California Department of Transportation Standard Plan, A62C, Dated May 2006. San Diego's Regional Planning Agency WARNING 1 1 EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASEMENT SHALL BE PER SDG &E NOTES ON GENERAL NOTES NO. 1 SHEET. I SANTA FE DRIVE PEDESTRIAN UNDERPASS FOUNDATION PLAN FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. S -02 30 0 1 2 3 I i I i I i I 0093 -sz 0 w m m m 0 a r m i V � �s O1 m 0 rP �m P F O wog � E a o �.m m+ �oLL nni►►dQil EC -2 MT1 Track Bridg( MT2 Track EC -1 WW -1 Subgrade z 1 0 2 4 2" SCALE 1 /4"= 1' -0" 2'I 2 19'-10'' out to out of girder �U IL I I I i II Wingwal I I 1 , -6„ I WW -1 9 TYP - - - - -- J -�-L- T Architectural End Cap treatment, see EC -1, 2, Typ 1 "Landscape Plans' 2 24" CIDH Pile, Typ --v- i 1 ' -6" Abut 1= Pile 19 - 5" C Bent 2= Pile i 19'-10" out to out of girder Sidewalk and handrail assembly, Typ 1/-611 Vulcan FIG My] jII Precast concrete pile cap PC -1 , Typ Cast- i n -p I ace Grade Beam - - -__,,, I 1 I I �.p , 20 -0 ELEVATION 1 0 2 4 SCALE 1/4 "= 1' -0" TYLIN INTERNATIONAL CH CAMM DE1 NO SOUTH. SMITE 700 SAN DIEGO. CA 2M 1/12/12 CONFORMED IM JL JL OM) 690 +�a. N0. DATE BY CHK APRV N C T D 19' -10" out to out of q i rder 2 11 I j1 I I 1 1 Prestressed 1- - - - -- i - - - - -- concrete i slab girder 1 GS -1 , 29 Typ 2 I I 19/-511 1 '-6 I C66188 -0 -202 r +E xp C 6 IVIL \0f CAI_ !�v DESIGNED BY Bent 3= C Abut 4= -� C Pile 2010 Pile 05 -20 DESIGNED BY 05 I c 05 -20 J. Cole 2011 DRAWN BY 07 -23 I. Martin 2010 CHECKED BY 05 -20 P. Smith 2011 PRJ. ENG. 07 -23 J. LaHaye 2010 JI 1 1 1 I 1 I CONSTRUCTION NOTES 1.The recommended construction sequence outlined below is for illustration purposes only. The actual construction sequence may be varied due to site or project constraints. The Contractor shall submit a detailed construction sequencing and erection plan prior to construction. Refer to the project special provisions. 2.Bridge erection shall start with components for Track 1 followed by Track 2. 3. Care shall be taken to ensure that abutments, bents, and girders remain in alignment during all construction operations. 4. Abutment backf i l l shall not be placed until all adjacent girders and w i ngwa I t s have been placed. Backf i I I and compaction shall be performed evenly at both abutments. 5. Sidewalk brackets and hand rails shall be installed on girders prior to placing girders. 6. After each girder i s set and in final position, remove I i ft i ng loops flush with concrete surface. 7. Adjust number of p I i es of expansion joint f i I I er as required to maintain proper girder spacing. 8. Concrete for the cast -in -place grade beam shall not be placed until the caps have been securely attached to the pile sections. The grade beam concrete may be placed concurrent with other operations, however, temporary bracing and blocking at the bents shall be required if girder, ballast, or track placement operations occur between the initial time of concrete placement and until the concrete obtains the required compressive strength. RECOMMENDED ERECTION SEQUENCE 1. Dri I I and place piles, place all caps, and perform field welding. 2. Abutment w i ngwa I t s may be placed before or after girder p l acement. 3. Girder p I acement may start at either abutment, but sha I I start with exterior girders, followed by two rows of interior girders, and shall finish with exterior girders at the opposite abutment. 4. A. Place expansion joint filler at abutment backwa I I , and shear keys prior to placing first exterior girder. B. Place first exterior girder tight against abutment backwall and shear keys. C. Place expansion joint filler at end of first exterior girder and at next shear key. D. Place second exterior girder tight against first exterior girder and shear keys. E. Place expansion joint filler at end of second exterior girder and at next shear key. F. Place third exterior girder tight against second exterior girder and shear keys. G. Place expansion joint filler between third exterior girder and abutment backwa I I. 5. Repeat sequence for first row of interior girders, placing interior girders tight against first row of exterior girders. 6. Repeat sequence for second row of interior girders, placing interior girders tight against first row of interior girders. 7.Repeat sequence for last row of exterior girders. 8. Place expansion joint filler at remaining shear keys. 9. Place deck drains and waterproofing. San Diego's Regional Planning Agency SANTA FE DRIVE PEDESTRIAN UNDERPASS GENERAL LAYOUT FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: a SCALE AS SHOWN CONTRACT N0, 1143800 DRAWING N0. SHEET N0. S -03 31 0 1 2 3 0093�� a Z s 0 m m LL c E i ¢ r o i I. C N a m �- w 0 �m a r o wo xa N t •• w � E a o t v m qo- �o WW -1 E Pile < Bridge Note: Abutment 1 shown, Abutment 4 similar Precast winawalI WW -1 11/4'' 0 x 13" coil bolt, Dayton /Richmond B -14 of Eq, with washer MK. W10( ELEVATION 1 0 1 2 SCALE 1/211= 1' -0" Precast cap EC -1 or EC -2 4" 0 X 2'' Stud onnectors, @ 4" staggered, ach flange. ttach with full enetration shop r field weld WINGWALL TO END CAP DETAIL 1 0 1 2 SCALE %4 "= 1' -0" Pile " ^14 Abut 24" 0 CIDH Pile SECTION A -A 1 .5 0 1 2 SCALE 1 "= 1' -0" TYLININTERNATIONAL W 401 CALM 00 NO SUM SIRE 700 SAN DECO. CA 92M ® 1/12/12 CONFORMED IM JL JL ""' 692-IM NO. DATE BY CHK APRV N C T D P i l e cut -off gap between Jers and shear keys ) 2 @, 1/2 1] x10 "x2' -8" �s of premolded It filler � Abut 1/-6" V-611 2' Curb f ii Prestressed concrete slab girder, Typ — D � D ate 3/4 1 E I astomer i s bearing pad C J P or 3/$" fillet weld nstruction joint to be determined by contractor, Typ ' I I °1 I I ' ° I ' I I HP14 U) a) L D 0 I N Q0) o U) 00 a) U � II a vl ) —N I— O) 0 I l o Pile Tip I I N I I ABUTMENT PILE STUD CONNECTORS No Scale San Diego's Regional Planning Agency DESIGNED BY U/ 91,0F ESS ION,, Os-20 J. Cole 2011 �Z DRAWN BY 07 -23 Ili 6& a 1. Martin 2010 C66188 * CHECKED BY 05 -20 XP 6 -30 -2012 P. Smith 12011 CIVIL OF PRJ. ENG. 07 -23 CALIFOO J. LaHaye 2010 P i l e cut -off gap between Jers and shear keys ) 2 @, 1/2 1] x10 "x2' -8" �s of premolded It filler � Abut 1/-6" V-611 2' Curb f ii Prestressed concrete slab girder, Typ — D � D ate 3/4 1 E I astomer i s bearing pad C J P or 3/$" fillet weld nstruction joint to be determined by contractor, Typ ' I I °1 I I ' ° I ' I I HP14 U) a) L D 0 I N Q0) o U) 00 a) U � II a vl ) —N I— O) 0 I l o Pile Tip I I N I I ABUTMENT PILE STUD CONNECTORS No Scale San Diego's Regional Planning Agency Bear i ng - :C • C BALLAST RETAINER PLATE Deck plate MK. CDP1 or CDP2 F i l l gap between end of girders and end cap backwall with 4 @, 1/2 "x1 8 "x6' -4" plies of premolded joint filler BEARING DETAIL AT ABUT 1 0 1 SCALE Y4"= 1' -0" r AS BUILT i CORRECTIONS BY 'lmdEni i CONTRACT NO. 1143800 DATE:�� End Cap abutment with sub - ballast HEAD OF BANK DETAILS 1 0 1 2 SCALE Y4 "= 1' -0" SANTA FE DRIVE PEDESTRIAN UNDERPASS ABUTMENT LAYOUT FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES � SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. S -04 32 1 2 3 q`L •,�R 1 U 14: 11; ■1 Bear i ng - :C • C BALLAST RETAINER PLATE Deck plate MK. CDP1 or CDP2 F i l l gap between end of girders and end cap backwall with 4 @, 1/2 "x1 8 "x6' -4" plies of premolded joint filler BEARING DETAIL AT ABUT 1 0 1 SCALE Y4"= 1' -0" r AS BUILT i CORRECTIONS BY 'lmdEni i CONTRACT NO. 1143800 DATE:�� End Cap abutment with sub - ballast HEAD OF BANK DETAILS 1 0 1 2 SCALE Y4 "= 1' -0" SANTA FE DRIVE PEDESTRIAN UNDERPASS ABUTMENT LAYOUT FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES � SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. S -04 32 1 2 3 q`L CV 1 N PC -1 Proposed ground) ine Bridge 16/-611 16' -611 F i I I gap between ends of caps 1 " I'� I with 4 dI /2" x 3211 x 3' -011 Typ I- II plies of premolded joint filler 1 2 I , , I -J-------------------------------4---------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Y -------- - --------------------- I -I I I I I I I I I I I I I I 1 r-------- - - - -- Grade Beam l ____y - - - - -- Elev 70 °30 2,_ ^11 Pile HP 14 Typ Pi le— R =19 "Typ r - - -- I -611 3/411 0 X 211 Stud 1211 connectors, Q 18" Lap staggered, each flange. Attach with #3 to 12 full penetration shop or field weld - - -- - I - - -�� Bent 211 Min C I r, Typ #9 Tot 4 oI °I o o I i 21-411 • 0 SECTION A —A m 1 0 1 2 LL .5 O ° SCALE 1 11= 1 ' -011 a r m N / N CP m P / 0 �m A 1/12/12 CONFORMED W � E 0 = NO. DATE REVISIONS 010 _ 7 0 LL � Bent 24" 0 CIDH Pile DRILL 1/2" AND EPDXY Deta i I A REBARS AT Qt � Bent I 111 Curb, Typ--,, F i I I gap between girders and shear keys o o 0 0 with 2 tai /2 11 x1011x2' -811 pl ices of premolded Deck plate MK. joint filler CDP1 or CDP2 Fill gap between ends of girders ,I with 4 dI /2" x 18'' x 6' -411 PC -1 plies of premolded joint f I Ier I � � I r Embed plate ♦ 3 II CJP or 4 Prestressed concrete slab girder, Typ ---- - - - - -� fillet weld 1 ( � HP 14x89, Typ I � 3 1 1 C l r #g 1 I I I � I 1 D Typ � � ' I ' _____ ______j____1----------- 1_ - - - -__ __1__ {------------ ---- {_ I 1 ,- i"- - - - -- -� I I 1 #4 , Tot 2, Typ 1 I I I 2 II Ty p Typ I I � I I = I I 1 _- I I ________y____ --- *--- - - -_t- - -_-1 { - - -- -- - - - - -- —y— -- -- ---- ________ _____y_ I __ -_- -- N ; , #8 ' I #5 I i 1 1 1 I I #4 ,Tot 3, Typ I I 1 I I I I I 1 1I 1 1 #4 I I I ' I Tot 4, Typl ' cI rll I ni nil I n/ nil I ri rll Iri r11 ELEVATION � Pile 1 0 1 2 SCALE V2 II= 1' -0" I 10 I Bottom of Grade Beam I I ° #4 C, Tot 4 per p i l e 12" Lap 1/211 Expanded C° polystyrene, remove after ---1. I N N n L N U U a U) #5 / Tot Typ I ' HP14 I Elf ° 0 I I oN Pile I I SECTION B —B 1 .5 0 1 2 BENT PILE STUD CONNECTORS No Scale SCALE 1 "= 1' -0" ovESSto DESIGNED BY o5 -20 ��Pw Qa Nq� �yo J. Cole 2011 DRAWN BY 07 -23 TYLININTERNATIONAL -- m I. Martin 2010 4N CMW 00 NO SOL17 , SWE 700 SM OFA% CA 9M C66188 CHECKED BY IM JL JL 692 -1920 •^ *�1LO0" * * 05 -20 Exp 6 -30 -2012 P. Smith 2011 N C T D qrF oCIVIL �A� fOQr ♦' PRJ. ENG. 07 -23 BY CHK APRV J. LaHaye 2010 R I .�lo.• .�lo,• • I- D a D I t 8II 8II Bearing BEARING DETAILS 1 .5 0 1 2 SCALE 1 "= 1' -0" 211 ��Cl r od D Y4 bearing pad, Typ AS BUILT IRRECTIONS BY CONTRACT NO. 1143800 OdLw Avis., DATE: � u u _ II 11 o= N U #5 Tot 5 place through 1 • II II pile web where shown (_0 U M u n n . 7/8" II II hole, field r- 1r--- -11 - -I drilled or cut through V-611 web, Tot 3 Typ #4 SECTION D —D c c ' P i l e cut -off' r concrete only J , DETAIL A 1 .5 0 1 2 SCALE 111= 1' -011 San Diego's Regional Planning Agency I/2 bar PC -1 Bottom of cap #5 1 0 1 2 SCALE I/2 1' -011 Bent- Embeded R Typ yp C 2" M Min I/2 Bar, bend as shown. L #5 11 -011 Cl r galvanize after N fabrication Pile U Typ SECTION C —C 1 .5 0 1 2 SCALE 1 "= 1 ' -011 SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS BENT LAYOUT FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. S -05 33 0 1 2 3 X093 �S� °I ° I i OD a #4 C, Tot 4 per p i l e 12" Lap 1/211 Expanded C° polystyrene, remove after ---1. I N N n L N U U a U) #5 / Tot Typ I ' HP14 I Elf ° 0 I I oN Pile I I SECTION B —B 1 .5 0 1 2 BENT PILE STUD CONNECTORS No Scale SCALE 1 "= 1' -0" ovESSto DESIGNED BY o5 -20 ��Pw Qa Nq� �yo J. Cole 2011 DRAWN BY 07 -23 TYLININTERNATIONAL -- m I. Martin 2010 4N CMW 00 NO SOL17 , SWE 700 SM OFA% CA 9M C66188 CHECKED BY IM JL JL 692 -1920 •^ *�1LO0" * * 05 -20 Exp 6 -30 -2012 P. Smith 2011 N C T D qrF oCIVIL �A� fOQr ♦' PRJ. ENG. 07 -23 BY CHK APRV J. LaHaye 2010 R I .�lo.• .�lo,• • I- D a D I t 8II 8II Bearing BEARING DETAILS 1 .5 0 1 2 SCALE 1 "= 1' -0" 211 ��Cl r od D Y4 bearing pad, Typ AS BUILT IRRECTIONS BY CONTRACT NO. 1143800 OdLw Avis., DATE: � u u _ II 11 o= N U #5 Tot 5 place through 1 • II II pile web where shown (_0 U M u n n . 7/8" II II hole, field r- 1r--- -11 - -I drilled or cut through V-611 web, Tot 3 Typ #4 SECTION D —D c c ' P i l e cut -off' r concrete only J , DETAIL A 1 .5 0 1 2 SCALE 111= 1' -011 San Diego's Regional Planning Agency I/2 bar PC -1 Bottom of cap #5 1 0 1 2 SCALE I/2 1' -011 Bent- Embeded R Typ yp C 2" M Min I/2 Bar, bend as shown. L #5 11 -011 Cl r galvanize after N fabrication Pile U Typ SECTION C —C 1 .5 0 1 2 SCALE 1 "= 1 ' -011 SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS BENT LAYOUT FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. S -05 33 0 1 2 3 X093 �S� ; 0 m b m m 0 C O N Z - 6 o 1- S O l=, �9 m m 0 w �m ®o og Imo W � E a � �mm v. 7 � 4 Bridge Standard 2/_911 14 /-oil 2011 14' -0" 2' -911 sidewalk CHECKED BY 05 -2C P. Smith 2011 i 07 -22 J. LaHaye bracket, Typ Track 1� 3 Track 2 N� 7' -8 "± 7 -8 ± and varies and varies v I . ' l Timber `- Concrete Ties BALLAST Ties Profile Grade Top of rail l BALLAST RETAINER Top of l Bridge RETAINER PLATE rail 30" Max i PLATE l ballast l 2 -9 Deck drain 2' -61' 2 "x2 "x5/611 Unistrut No. 20-F-12, 50" long a 1Typ �/ 5/811 0 [E %11 x5llx0' -911 41 bar 1 LL - ZN — --- - - - - - -- \� \ 211 W. sill- mot' .N � \ TS 211 x211 x 1/4" \ -- Plate washer N v 0 N N 'IT1' bar 411 x 211 -01' Split tubing at M and weld to 'IT" with 1/4" fillet weld, typ Slab girder Note: Galvanize assembly after fabrication STANDARD SIDEWALK BRACKET 1 .5 0 1 2 " SCALE 1 = 1' " -0 Precast concrete slab girder, GS -1, Typ 41' Cut in half for "T" bar--\— CO 11/2 11 7/8" Dia holes— 1/4 PL to PL 'IT' bar 411 x 2' -0" it, : _ W 911 311 311 w I I SECTION A -A 1 .5 0 1 Is SCALE 11/2 1' -0" QpOF e55 roa44\ TYLINUE TW SM INTERNATIONAL ,w caM+o oe1 xa saurx sure roo su, oeca a szae C66188 ® 1/12112 CONFORMED IM JL JL `s"` ss° s N C T D Exp 6-30 -2012 �, >F CIVIL oQ�ti� N0. DATE BY CHK APRV °p CAL`* l GS -2 TYPICAL SECTION 1 0 1 2 SCALE %2'1= 1 ' -011 911 \1 1/21. 611 1 1/2 N 7/" Dia hole for II 311X01_911 38 / " Dia x 9" b It DESIGNED BY uH i c 05 -2C J. Cole 2011 DRAWN BY 07 -22 1. Martin 2010 CHECKED BY 05 -2C P. Smith 2011 PRJ. ENG. 07 -22 J. LaHaye 2010 4 O S with flat spring washers and hex nuts, galvanized PLATE WASHER SCALE 211= 1' -011 4 11 Is 2 PLAN ISOMETRIC Grating 19W4 (1 -1/2" x1/$ ') SERR CS 2' -611 x 20' -0" Span, serrated trimmed, galvanized GRATING DETAIL No Scale Waterproofing 5/6" 0 Galvanized cable Dri I I post as needed for cable location San Diego's Regional Planning Agency Top of Wingwall vI Standard Sidewalk Bracket Components shall conform to the following: Bars, Plates, Shapes Bolts ASTM A36 Nuts ASTM A307 Washers ASTM A563 Welding ASTM F844 AWS D1.1 2 "x211 Unistru Cut and weld post together 2' x2l' Unistrut 45° 3/811 Anchor bolt to wing wall 2" v� 0 I v N End of WingwaI I HANDRAIL END POST ELEVATION 1 0 1 2 SCALE �/4 "= 1' -0" SANTA FE DRIVE PEDESTRIAN UNDERPASS TYPICAL SECTION FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. S -06 34 0 1 2 3 I i I i I i I i ul s a a w t N m P � O Q m m 0 �m w r o wow s a ¢ m o � E �o �mm v. PRECAST CONCRETE NOTES: CONCRETE: A l l concrete materials, placement and workmanship shall be in accordance with Part 1, Chapter 8 of the current AREMA Manual for Railway Engineering. Compressive strength - 4000 psi at 28 days. Exposed surfaces shall be formed in a manner which wi I I produce a smooth and uniform appearance without rubbing or plastering. Exposed edges of 90 degrees or less are to be chamfered 3/411 x 3/411. Top surface to have a smooth finish, free of all float or trowel marks. Concrete shall be proportioned such that the water - cement ratio (by weight) does not exceed 0.45. Concrete must contain a minimum of 61/2 sacks of cement per cubic yard of concrete. Cement shall be either Type I or Type I I I Portland Cement. Coarse aggregate shall be size No. 67. Fine aggregate shall be natural sand. Air content shall be between 5% and 7% (by volume). Admixtures shall not be used without approval by Engineer. Curing shall be accomplished by wet curing or the application of a Type 2 membrane. The fabricator shall stencil the fabricator's name, date of fabrication, bridge number, and piece mark at location shown. Production procedures for the manufacture of precast members shall be in accordance with the AREMA Manual for Railway Engineering and the Prestressed Concrete Institute's Manual MNL 116 -99 for Quality Control. Dimensional to I erances governing the manufacture of precast members shall conform to Division VI, Section 6.4.6 of the Precast Concrete Institute's Manual MNL 116-99 for Quality Control. Tolerance for location of lifting devices s ho I I be +1/2". The fabricator wi I I be responsible for loading and properly securing all precast concrete members for shipment. All concrete components shall be inspected, by the Railroad, at the fabricators plant prior to shipment. REINFORCING STEEL: Reinforcing steel shall be deformed, new billet bars per current ASTM A615 Specifications and to meet grade 60 requirements. Welding of reinforcing steel shall conform to AWS D1.4. Welding shall be performed by a certified welder. Fabrication of reinforcing steel shall be per Chapter 7 of the CRSI Manual of standard practice. Dimensions of bending details are out to out of bar. Reinforcing steel is to be blocked to proper location and securely wired against displacement. Tack welding of reinforcing is prohibited. Minimum concrete cover on reinforcement shall meet current AREMA Specifications. STRUCTURAL STEEL: Steel plate shall conform to ASTM A572 OR A709 -Grade 50 Specifications. Studs shall be C1015, C1017 or C1020 cold drawn steel which conform to ASTM A108 Specifications. A 1 1/12/12 I CONFORMED NO. I DATE ®mm .111111 N C T D TYLIN INTERNATIONAL 404 CANNO DE1 WO SOUTH. SUTE 700 SAN DEM CA 92106 (619) 692 -1920 r -tyff w LIFTING ANCHORS: Swift Lift anchors shall be Dayton Richmond P -52SL Anchors or approved alternate, with a minimum safe working load of 12,200 lb. per anchor with 1' -6" edge distance. The safe working load shall provide a minimum safety factor of 4. Plug lifting holds at end cap seats. BEARING PADS: 1\% Bearing pads are to be shop glued to bent caps, and field glued to end caps. Bearing pads shall be Random Oriented Fiber e I ostomer i s material comprised of high - quality ozone - resistant virgin elostomer and synthetic fibers. Pads shall conform to the following minimum mater i a l properties: Hardness (Shore A, ASTM D2240) 80 ± 5 Tensile Strength, psi (ASTM D412, Die C) 1000 ± 100 Ultimate Elongation, minimum % 40 Heat Aging (ASTM D573, 70 Hrs. la noted temperature): Durometer, 212 OF, maximum point change + 10 Tensile Strength, 158 OF, maximum % change + 25 Ultimate E I ongat i on, 212 OF, maximum % change + 25 Compression, minimum ultimate strength, psi 8000 Apparent Shear Modulus (GA), 230 ± 30 psi, based on tests conducted at 70 OF to 80 OF under uniform compressive stresses of 500, 10005 and 1500 psi and at applied horizontal shear plus slip strain of 50 %. GA is constant in all directions parallel to the bearing plane. Bearing pads shall be Voss Engineering, Inc., "Fiberlost" expansion bearing pads or approved equal. Cutting of the pads shall be done so that the edges have no tears or other jagged areas. Permissible tolerances of the pad shall be as stated in Section 2.5.6.b, Chapter 19 of the 2010 AREMA Manual. Fasten the bearing pads to the cap by using the following procedure: clean pads and concrete surfaces according to manufacturer's recommendations; prime contact surface and glue to cap with DELTA AS23 -18 A &B gel type epoxy or an approved equal. DESIGNED BY J. Cole DRAWN BY I. Martin CHECKED BY P. Smith PRJ. ENG. J. LaHaye Pzellis 2010 2011 07 -23 2010 San Diego's Regional Planning Agency AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: SANTA FE DRIVE PEDESTRIAN UNDERPASS PRECAST CONCRETE NOTES FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. S -07 35 0 1 2 3 009.3�S.L L4" X GALVAN %2" X 3" EXPANSION ANCHOF S m i 0 N 4 C m LL P N h C vP h P 0 �m a m + em se °) a P °o N P � P °o 10/30/12 m o� m m NO. DATE D + - 0 0 - O LL 1/ _11 PIT A mnl -r SECTION C -C /2' I X%" GALVANIZED 411 v 9Y211 X%11 PLATE GALVANIZED 1-4" X 4" X3/8" GALVANIZED Y211 X 3" EXPANSION ANCHOR 'ii DETAIL 2 5/8" 0 HOLE 411 X 9Y211 X3/811 PLATE GALVANIZED ' P - - - -- 711- %2" BOLT 1 �o o i III i 1 . I I i I i P ° P SECTION A -A I I I I I I I I I I/ I I ' D r P a r p r DIA BOLT, TYP A 1 /2ii2" 11 II II II-- - - --- W 0 HOLE M r DETAIL 1 I I I 4•• X 9Y2�� X3/S�� PLATE GALVANIZED I I � I � I � I � - - -- - - - - - -- I � 1-4" X 4" X3/8" A GALVANIZED I B ' I � I � I � I I I C I 1 1 1 I I 11, 1 I I I 1 I I 1 1 I I I 1 I I 1 1 I 1 I I I 1 I I X 3" EXPANSION ANCHOR B (GALVANIZED) O 249 TYP PLAN T-Y-LMP4 INTERNATIONAL 80.10 CWW 8E U SOTA• StM W4 SMI MW CA sew CONFORMED PLAN "e'sm -m �Ayff� REVISIONS BY CHK APRV N C T D DESIGNED BY 0 L�O DRAWN BY Q� MW QQ �� CHECKED BY `O` �� PRJ. ENG. \ TE 6] San Diego's Regional Planning Agency SECTION B -B �E1 3/4" DETAIL 3 u i AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: ' FOR INFORMATION ONLY SANTA FE DRIVE PEDESTRIAN UNDERPASS BALLAST RETAINER DETAILS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 11NW3dl &ilv SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. S -07.1 35.1 0 1 2 3 P ° P P � P SECTION A -A I I I I I I I I I I/ I I ' D r P a r p r DIA BOLT, TYP A 1 /2ii2" 11 II II II-- - - --- W 0 HOLE M r DETAIL 1 I I I 4•• X 9Y2�� X3/S�� PLATE GALVANIZED I I � I � I � I � - - -- - - - - - -- I � 1-4" X 4" X3/8" A GALVANIZED I B ' I � I � I � I I I C I 1 1 1 I I 11, 1 I I I 1 I I 1 1 I I I 1 I I 1 1 I 1 I I I 1 I I X 3" EXPANSION ANCHOR B (GALVANIZED) O 249 TYP PLAN T-Y-LMP4 INTERNATIONAL 80.10 CWW 8E U SOTA• StM W4 SMI MW CA sew CONFORMED PLAN "e'sm -m �Ayff� REVISIONS BY CHK APRV N C T D DESIGNED BY 0 L�O DRAWN BY Q� MW QQ �� CHECKED BY `O` �� PRJ. ENG. \ TE 6] San Diego's Regional Planning Agency SECTION B -B �E1 3/4" DETAIL 3 u i AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: ' FOR INFORMATION ONLY SANTA FE DRIVE PEDESTRIAN UNDERPASS BALLAST RETAINER DETAILS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 11NW3dl &ilv SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. S -07.1 35.1 0 1 2 3 N n 0 0 b m m LL N a r m o. 0 m �m w r o woL rc + o ® � E a o L W 0 m o - J 0 4 PRECAST /PRESTRESSED CONCRETE NOTES: For precast /prestressed concrete girder construction the following notes shall be used in addition to those for Precast Concrete. These notes shall take precedence over any conflicting notes for Precast Concrete. CONCRETE: The compressive strength of the girder concrete shall be as follows: 7000 psi at 28 days, 5000 psi at transfer of prestressing force The compressive strength of the curb concrete shall exceed 4000 psi at 28 days. Air entraining agents shall be in accordance with the requirements specified in the current edition of ASTM C260. The total entrained air content shall be 6% ± 1% by volume of the plastic concrete. Concrete aggregate shall be in accordance with the requirements specified in the current edition of ASTM C33. Coarse aggregate shall be Size No. 67. PRESTRESSING STRAND: Prestressing strand shall be 0.5 inch diameter, seven wire, uncoated, low relaxation strand which is in accordance with the requirements specified in ASTM A416. The strand shall have an ultimate tensile strength of 270 ksi. The initial prestress shall be 31,000 lbs. per strand unless noted otherwise. Strand shall be tested in accordance with PCI recommendations (Moustafa Method) and certified by the fabricator as having adequate bond characteristics to satisfy the prediction equations for transfer and development length given in the AREMA Manual for Railway Engineering. An alternate strand pattern which has the some eccentricity as the pattern shown on this plan and is better suited to the manufacturer's facilities w i l l be considered. Manufacturer must submit plans and computations for Railroad approval prior to casting. DESIGN LOADS: Dead Load: Track, fasteners, etc. Ballast (30 inches) Curb, Sidewalk, & Misc. Slab Girder LIVE LOAD: 200 plf each 1925 plf GS -1; 2100 plf GS -2 275 plf GS -1; 100 plf GS -2 1662 plf each Cooper E809 centrifugal force and effects of eccentricity and superelevation applied per provisions of AREMA Chapter 8. Design superelevation is 5" with 211 unbalance. An impact load of 50% was used in the design. Girders have been designed to accommodate a maximum offset between the centerline of track and the center of the longitudinal joint between girders of 6 inches. Girders have been designed with or without a curb. Al 1/12112 I CONFORMED 1001 MEN OEM EM=[::: i TYLININTERNATIONAL *N CANYLO DM NO SOUTH. SURE 700 SAN DEM CA 92MM 0% 69-1920 r Aylln C66188 CIVIL CAL. DESIGNED BY J. Cole DRAWN BY I. Martin P. Smith PRJ. ENG. J. LaHaye 2011 07 -23 2010 05 -20 2011 07 -23 2010 MANUFACTURE: Production procedures and dimensional tolerances for the manufacture of precast, prestressed girders shall be in accordance with the AREMA Manual for Railway. Engineering and the Prestressed Concrete Institute's current Manual MNL 1 1 6 for Quality Control. The ends of the strands shall be burned off and recessed to a depth of 1 inch. Such recesses and minor spalls must be filled and finished to the plan dimensions using an epoxy bonding compound and grout. Curb shall be cast after girder is removed from form. Curb to be divided into two (2) segments as shown. Concrete bonding agent: refer to specifications. The fabricator shall stencil the fabricator's name, date of fabrication, piece mark, and lifting weight at location shown. Inspection, loading, and securing for shipment: refer to specifications. LIFTING LOOPS: Fabricator is responsible for developing lifting loop anchorage detail to provide safety factor of 4 on working load. Detail shall be proof- tested with test results kept on file by fabricator and available for inspection by the railroad. Tolerance for location of lifting loops shall be +/- 1/2-inch. The area around lifting loops shall not be recessed. Lifting loops to be removed in field flush with concrete surface. If lifted w i th slings i nstead of lifting loops, slings must not be placed more than 3' -011 from ends of girders. STORAGE AND SHIPPING: Girders shall be supported by blocking within 1' -611 of ends during storage and transport. Store girders in level position. San Diego's Regional Planning Agency AS BUILT CORRECTIONS BY K2 CONTRACT NO. 1143800 DATE: SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN CONTRACT NO. PRECAST /PRESTRESSED CONCRETE NOTES 1143800 DRAWING NO. SHEET NO. S -08 36 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I i I i I i I oo93 --5Z oil N I N 3/411 Chamfer, Typ B-17 f I ared loop i r 2' -411 13/-411 ■ EC -1 PLAN 1 0 1 2 SCALE /2"= 1' -0" i 0 i #5 1 , Tot 2 4 9 51/2 EC -1 ELEVATION 1 0 1 2 SCALE I /2"= 1' -0" EC -1 REINFORCING ELEVATION 1 0 1 2 NOTES: SCALE I /2"= 1' -0" EC -1 shown, EC -2 similar, but opposite hand. See sheet S -10 for EP -1. #5 n M 00 Drain O Q0 N `I 10" Anchor a l l II II II 111 II 3 11 Imo% 2 6 Embed R EP -1 3' -0" SECTION A -A 1 0 1 2 SCALE %4"= 1' -0" 2' -211 1 OII ration Ip) M 00 N #7 #6 \\ #7 Tot 6 #6 Tot 2 #7 Tot 6 O i M QRpFCa57pp4\ TYLIN INTERNATIONAL IWOy ,o, CAMno 0o mo sartlt surf roo sAN MGM CA szloe rJJ�� C6��6188 A 1/12/12 CONFORMED IM JL JL `s'" 6�'�0 WWWJy""A" Exp 6 -30 -2012 JjgT�, CIVIL OP�tY NO. BY CHK APRV N C T D OF Cale Insert #5 U 1 /_ ^11 `� I %4" Thick bearing pad, Typ I O DRAWN BY 07 -23 I. Martin 2010 CHECKED BY 05 -20 P. Smith #5 .I. 07 -23 #4 10 2,_rjll 6,_211 6,_211 13 /_9 " ■ EC -1 PLAN 1 0 1 2 SCALE /2"= 1' -0" i 0 i #5 1 , Tot 2 4 9 51/2 EC -1 ELEVATION 1 0 1 2 SCALE I /2"= 1' -0" EC -1 REINFORCING ELEVATION 1 0 1 2 NOTES: SCALE I /2"= 1' -0" EC -1 shown, EC -2 similar, but opposite hand. See sheet S -10 for EP -1. #5 n M 00 Drain O Q0 N `I 10" Anchor a l l II II II 111 II 3 11 Imo% 2 6 Embed R EP -1 3' -0" SECTION A -A 1 0 1 2 SCALE %4"= 1' -0" 2' -211 1 OII ration Ip) M 00 N #7 #6 \\ #7 Tot 6 #6 Tot 2 #7 Tot 6 O i M QRpFCa57pp4\ TYLIN INTERNATIONAL IWOy ,o, CAMno 0o mo sartlt surf roo sAN MGM CA szloe rJJ�� C6��6188 A 1/12/12 CONFORMED IM JL JL `s'" 6�'�0 WWWJy""A" Exp 6 -30 -2012 JjgT�, CIVIL OP�tY NO. BY CHK APRV N C T D OF Cale Insert #5 U 1 /_ ^11 `� I I I 'I' DRAWN BY 07 -23 I. Martin 2010 CHECKED BY 05 -20 P. Smith #5 .I. 07 -23 #4 I r •I I I I � 1 I I I I I I . I I . I I I ' I I 611 1 /_ ^11 911 3,_011 ON - Threaded Inserts, See S -1 3 - #5 n #5 2" 0 Drain with a 2% slope with a 411 square -#7 aluminum #4 wire mesh #6 hardware cloth anchored firmly to concrete at #6 each drain - #7 311 Anchor insert 5 5 r 2" C I r v Typ O I o LO L 0 V) c C4 #7 Embed I SECTION B -B EP -1 1 0 1 2 SCALE Y4"= 1' -0" DESIGNED BY uH I t 05 -20 J. Cole 2011 DRAWN BY 07 -23 I. Martin 2010 CHECKED BY 05 -20 P. Smith 2011 PRJ. ENG. 07 -23 J. LaHaye 2010 #5 LL An I I I I UI Il:l IVI R' —f-1II WW -1 WINGWALL DETAILS #4 X 2 Tot 2 #5 n V. EC -1 SHEAR 1 0 1 2 SCALE 1' -0" San Diego's Regional Planning Agency EY DETAIL 1 0 1 2 SCALE I/2 1' -0" AS BUILT CORRECTIONS BY SANTA FE DRIVE PEDESTRIAN UNDERPASS END CAP DETAILS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES CONTRACT NO. 1143800 DATE: SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET N0. S -09 37 0 1 2 3 I i I i I i I 16' -511 2,_ 811 13 /_911 F 8 -Ton swift lift nTot anchor, Typ ------------------ -------- ------------------ 2 rW� L______ __________ ______________I________________ __________________.� o a co a PC -1 PLAN r 1 0 1 2 SCALE %211= 1' -011 161-511 3,_ 011 2,_ 511 2/-511 I 2/-511 I 2/-511 I sm ro I I I I I III III III III III I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I i I I I 1 I I II II II II 11 II I� II II it II II II II II II II II II 1� II II 11 II II II II II II II 11 II II II 11 II I' I' II I I 1 I L___ JL___L___J____L___J— ___L___J —__ Stencil I ocat i on (End Cap) 6Axw- PC -1 FRAMING ELEVATION 1 0 1 2 SCALE 1/211= 1' -0" 16/-511 10 2'_1 111 6,_211 6,_211 3' -911 Swift lift anchor spacing 7 II I I II II II Omit 14' -011 11-21 F Clr #5 nTot -' V SCALE I/2 "= 1' -0" 5 v 1 0 1 2 �w 1' -011 SCALE I /2"= 1' -0" C C v I N o 1 M e m m e e I I II I I I I II I, I I I I i, I, 3' -911 Swift lift anchor spacing 7 II I I II II II Omit 14' -011 11-21 F Clr #5 nTot -' V SCALE I/2 "= 1' -0" 5 v 1 0 1 2 �w 1' -011 SCALE I /2"= 1' -0" C C v I N o 1 M e m m e e I I II I I I I II I, I I I I i, I, #4 Tot 2- 1 1/211_ P. C I r v I 511 a PC -1 BOTTOM PLAN Embed EP -2 8 F Clr #5 nTot -' V SCALE I/2 "= 1' -0" 5 � #8 Tc 1 0 1 2 �w 1' -011 SCALE I /2"= 1' -0" C C e e e e m m e e I I II I I I I II I, I I I I i, I, I I 1 I I I I i I I I i I, I, II II II II I I I I I I I I it II II II 0 . e I i I II I I I 1 I I Ii II 1 I I I I I II I, 1 I I I I I I I I I I I I I I I I I 1, 11 II I, I, 11 I I I I I I I I I I 1 I II I, 1, II Y �w . C J____ L___ J— --- L.__J.___ C Y #10 Tot 6 34 #8 Spaces G 51/2" = 15' -711 B #5 " and #5 8 F SECTION B —B N � 2 1 0 1 2 �w 1' -011 SCALE I /2"= 1' -0" C C e e e e m m e e e 6 1- A —As1 e, yP SECTION B —B N � 2 1 0 1 2 �w 1' -011 SCALE I /2"= 1' -0" C C e e e e m m e e e e e e e 0 . e C C C C C Y Y �w . C C C Y C Y wo° CONFORMED a 1112112 �0 � E NO. L % 0 v. J z —1 REINFORCING ELEVATION 1 0 1 2 SCALE i/2 "= 1 ' -0" v1 It 6 T #8 Tot 4 511 �- 3/4" Thick bearing Pod 9 Typ PC -1 BEARING PAD PLACEMENT DETAIL 1 0 1 2 SCALE I /211= 1' -011 14 /-oil 14 Spa Q 1 111 = 12'- 1 Oil 7" 4 11 � Swift lift anchor 3,_011 3,_011 1' -611, 1,_611 #5� 8 -Ton swift = 0I lift anchor M II 11 CO CO w a - a C l r ; N I it N (V M n n II (I II #5 Embed h' 2 M EP -2 C 1/211 Drip grove full length each 'd T #8 #10 N U SECTION A —As1 e, yP SECTION B —B 1 0 1 2 1 0 1 2 SCALE 1/211= 1' -011 SCALE I /2"= 1' -0" M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II o 0 N 0 0 0 0 0 0 0 0 0 0 o I N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Omit Omit 1E 1 1/2 x28 "x14' -011 7/8" 0 ASTM F 1 554 GR 1059 Headed or threaded and nuted C anchor rod, galvanized, (Tot 42). I - ASTM A563 DH or A194 2H nuts. Tack weld to plate 7 11 Attach with full penetration weld, Typ----. TYLININT E 700 SM ONAL ,w cnlwro °° xo scurx wre vco snw MM c" silos C66188 IM JL JL'wz�zo 't' * Exp 6 -30 -2012 m ' +rF CIVIL BY CHK APRV N C T D OF CnLl* EMBED PLATE �-- E 1 I/2 "x28"x1 4,_011 EP -2 1 0 1 2 SCALE 1/211= 1' -0" 14 /-oil 14 Spa @, 1 111 = 12 /-1 Oil C Y . Y < C C C . C C C C C C e e e e e e e e e e e e o . e C C C C C Y Y C . C C C Y C Y 711 E 3/411x28 "x14' -011 EMBED PLATE EP -1 1 0 1 2 SCALE I /2"= 1' -011 DESIGNED BY ur„ c 05 -20 J. Cole 2011 DRAWN BY 07 -23 I. Martin 2010 CHECKED BY 05 -20 P. Smith 12011 PRT ENG. 07 -23 J. LaHaye 2010 I I ro 3/4" 0 x 1/-611 Deformed bar anchor ASTM A496, (Tot 45) R %4 11 x28 "x14' -0" San Diego's Regional Planning Agency SANTA FE DRIVE PEDESTRIAN UNDERPASS PILE CAP DETAILS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO S -10 38 0 1 2 3 00?3_I5V 3 11 19 /-1 0" #4 4 Q 4" Max Ctrs, see Note 1 Architectural treatment ------------------- �r— n---- --------------- - r —n -- ---------------- ir— n -------------------- ir —n CD I Q0 Lifting loop, Typ A-- - 1 1 I N — -- --------------------------------------------------------------------------------------+--- 1' -0" I stencil location I 1' -0" GS -1 GIRDER SLAB PLAN WITH CURB 6" #4 E� Tot 6 2 11 3 " 4' —R"All 1 0 1 2 SCALE I /2"= 1' -0" � of Span 4' —R� /� 4'— R1 /'ll 4'— RI/�11 L —1 'S -1 GIRDER SLAB ELEVATION W 114" radius, Typ Relative vertical position of bottom prestressing strand to reinforcing steel- 11/2 11 Clr 2 -oil #4 E Tot 6 G� each end e 4 t to m o� �a In o 311 w a —/ / L 1 / L I J. Cole _ a d „ 11' -0" I 3 I I LYP JIM I I.D. plate i location i oio oio oio oio of 11 05 -20 P. Smith 2011 PRJ. ENG. 07 -23 J. LaHaye 2010 w Lvm NO. DATE REVISIONS v. �sLL 5 5" 10" Max Ctrs as required Symm about Span #4 �� , ��, ELF, L —1 'S -1 GIRDER SLAB ELEVATION W 114" radius, Typ Relative vertical position of bottom prestressing strand to reinforcing steel- 11/2 11 Clr 2 -oil #4 E Tot 6 G� each end e 4 t to m o� �a In o 311 w a uH i c 05 -20 J. Cole 2011 •• ° A 1/12/12 CONFORMED Imo 05 -20 P. Smith 2011 PRJ. ENG. 07 -23 J. LaHaye 2010 w Lvm NO. DATE REVISIONS v. �sLL 6" N 3/B��X 4" QO Recess, .' Typ _ -- Q0 0 N 1 ' -0" 3/4" I.D. PVC holes, Typ No curb GS-2 3/8 X 4 Recess, Typ 1 0 1 2 SCALE 1 /2"= 1' -0" #4 �7 7'_011 -.. -- #4 c_� #4 Tot 8 - -- #4 -LFLJ- i1' i 1 p 0 #4 - 00 .� N S— � #4 Tot 2 3" 3" 1' 1" 11-211 1' -6" 1' -211 1' -111 _ I /2" Drip " notch, Typ 6' -6" 3 GIRDER REINFORCING 1 0 1 2 SCALE 1/2 "= 1' -0" QROF ESS ION4I TYLININTERNATIONAL �- 109 cAwlw oo NO SOUTH, 51117E TOD SAN oEOO. CA axes C66188 IM JL JL (1810 6924rio +'fl * Exp 6 -30 -2012 s �sTF CIVIL oQ�tiv BY CHK AP RV 14 C T D OF CALIF] 1 9' -1 0" stencil location - GS-2 GIRDER SLAB PLAN WITHOUT CURB 1 0 1 2 SCALE '/2 "= 1' -0" NOTES: 1. Adjust as required to miss other reinforcement, handrail post holes, and curb expansion joints. 2. 3 11 x 6 I.D. Plate is to be embedded flush in top of curb and centered 6" from end of curb. Plate sha I I contain the following information in 1/2" lettering: Item name, length, number and diameter of prestressing strands, date manufactured, and name of manufacturer. The same information, plus actua I lifting weight, shall be clearly stenciled on the side of the girder. 7' -1/11 1 ' -0" Strand s DESIGNED BY uH i c 05 -20 J. Cole 2011 DRAWN BY 07 -23 I. Martin 2010 CHECKED BY 05 -20 P. Smith 2011 PRJ. ENG. 07 -23 J. LaHaye 2010 + - Indicates prestress strand. 0 - Indicates prestress strand debonded 2' -0" from end of girder. GIRDER PRESTRESSING STRAND 1 .5 0 1 2 SCALE 1 "= 1' -0" Note: Do not run curb reinforcement through joint AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: San Diego's Regional Planning Agency 1 /2" Asphalt impregnated expansion board bang o1- H11-1­1 c5 -Z1 SU gray caulk (all sides), Typ B EXPANSION JOINT 1 3/46 =1 ' -0i' 2 SCALE Y4 "= 1' -0" 0 `N 1 /2" Cl Typ # 4 61 Threaded inserts, see 5 -13 rn 4 Tot 6 r� CURB DETAIL 0 v 1 .5 0 1 2 SCALE 1"= 1' -0" Bent pipe or conduit c C-0 L 1 ' 0" ill 611 1 11 3 -1/2" D i a prestressing strands LIFTING LOOP DETAIL 1 .5 0 1 2 SCALE 1 "= 1' -0" SANTA FE DRIVE PEDESTRIAN UNDERPASS �10 an] :4101 ;AI Oe7 : 1A ilk II FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES D SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. S -11 39 0 1 2 3 oC�93- -sue a a 0 n a 0 n Y io M1 S LL O C N 6 M1 Q m � vi a a m 0 F P w C + � w 0 1 O W O L 3 Q K m O W + N + •• q E a o c i m m m + — w o — O 4 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I i I i I i I 0 0`'13 �535 3/4.. 8-% 1 x Y4 Slots Q 2%,, O.C. - /-oil 2 .064 Thick Galy. 8-% X y16 Slots @ 2 2/3' 0. C. X NOTE: ELEVATION Lap drain pipe one corrugation at each end. 13/16'' Drain 8" SECTION X —X 10' -0" t\ .064 Thick Galv. Sheet Metal 45 -%" X %4" Slots Gd 22/3'' O.C. 8" DECK DRAIN DETAILS Not To Scale 18" Wide x 0.060" Butyl rubber membrane or EPDM waterproofing centered over the joint 1" Min overall asphalt Expansion gap protective cover sheets 1" Min overall asphalt protective cover sheets 0.060 Butyl rubber 0.060" Butyl rubber membrane or EPDM membrane or EPDM waterproofing waterproofing Abut backwa I ( - -- BOTTOM PAN 8± 5" 0 Drain pipe down spout (at end sections only) 1 91/8 -1� s • • Curb Insert assembly for 1/2" Dia x 2" 28" Wide x 0.060" Butyl rubber A -307 bolt ---� membrane or EPDM waterproofing centered over the open joint 22" Wide x 16 gauge ga I v sheet metal cover plate centered over the open joint ,,,r 1 2" Wide x 16 gauge ° D ga I v sheet metal ° " ° ; ° cover plate centered Slab D D ° ° ° ° over joint Slab Joint Slab �� Joint TYPICAL LONGITUDINAL JOINT No Scale a T 0 W O C1 L 6" 6" Slab or backwa I I Deck plate TYPICAL TRANSVERSE JOINT No Scale Butyl gum tape extended 1/8" Min beyond edge of splice Tongue and groove - field splice C P O BUTYL RUBBER MEMBRANE OR EPDM WATERPROOFING SPLICE DETAIL m uH I t 05 -20 LL 2011 DRAWN BY 07 -23 a 2010 a 05 -20 P. Smith 12011 PRJ. ENG. 07 -23 12010 m C m 0 �o g Imo 1/12/12 CONFORMED �L• q � E NO. �mm 7 0 4 No Scale *0 .. Me I D I` D '- D ° ° ° ° ° . 0 `I Butyl rubber membrane or EPDM 0.06011 Min thickness ° D ° D ° . ° D ' ° Long slotted hole G� 2' -0" Max center fors /2" Dia bolt �n 7 N 1" I 114" Steel PL CO (A36, GGIv) FLASHING DETAIL No Scale Sealant -1/2" Dia x 2" A-307 bolt with washer and long slotted hole CA 2' -0" Max centers --See "FLASHING DETAIL" C DETAIL B No Scale Ba I I ast o '0 00�0 ° 0000 1" Min overall ° 0o�-��00 � Two layers of asphalt I t protective 0 o protective cover sheets 0 0 0 o asphaltic 0.060" Butyl rubber ° 00 0 C pane Is. 1 " membrane or EPDM Oo 100 Total I thickness waterproofing > ° 0 O�000 0 minimum o >D,' >D,• Slab ° rain 1pe aterproofing Slab AS BUILT CORRECTIONS BY ` CONTRACT NO. 1143800 DATE: See, Deta i I A - Curb -28'' Wide x 0.060" Butyl rubber membrane or EPDM waterproofing centered over the open joint -22 Wide x 16 gauge Galy sheet metal cover plate centered over the open joint Deck plate Slab DETAIL A No scale TYPICAL TRANSVERSE SECTION AT OPEN JOINT 24" Wide x 0.060" Butyl Note: Deck drain not shown. No Scale rubber membrane or EPDM NOTE: waterproofing. Centered along the axis of the corner 1. Waterproofing and protective panels shall comply with the recommendations of Chapter 8, Part 29 of AREMA. The waterproofing shall be one layer of Butyl 3/8" x 13'' wide armor plate rubber or EPDM membrane and shall be bonded to the entire bridge deck surface ` ° _ at abutments (fu I I length of with adhesive applied in accordance with the recommendat ions of the membrane waterproofing manufacturer. A Butyl rubber or EPDM membrane shall be 0.06 inches thick, minimum. Protective asphalt panels shall be placed in two layers with total thickness not less than 1 inch and shall be laid with joints staggered. Protective panels shall be bonded to the membrane and each other. Threaded inser� X1/2 Dia Galy bolt with washer in long slotted hole spaced at 1' -6" 2. Alternatively, a cold liquid spray on waterproofing meeting AREMA requirements, center to center with a single 1/2" layer of protective asphalt panels, may be acceptable. TYPICAL SECTION AT END OF BACKWALL 3. Six inches of ballast shall be placed over waterproofing immediately upon acceptance by the Railroad. No construction traffic is allowed on waterproofing No Scale until the ballast covering is in place. Waterproofing installation shall be observed and approved by the manufacturer's representative. QRpheaa 1pN,\ TYLIN INTERNATIONAL W- ,w cneixo 0o wo sourx sure Too saa W.co cn szafi 066188 IM JL JL (6611) 6921920.t� * xp 6 -30 -2012 E T� +TF CIVIL BY CHK APRV N C T D OF CAL'* DESIGNED BY uH I t 05 -20 J. Cole 2011 DRAWN BY 07 -23 I. Martin 2010 CHECKED BY 05 -20 P. Smith 12011 PRJ. ENG. 07 -23 12010 J. LaHaye San Diego's Regional Planning Agency SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN CONTRACT NO. DECK DRAINAGE AND WATERPROOFING DETAILS 1143800 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES DRAWING NO. SHEET NO. S -13 41 0 1 2 3 I i I i I i I ao93 --s� Backfill abutment to grading plane prior to placing slope paving Top of rolled edge 0 Z-- I I L,J #4 @ 12 #4 For ditch dimensions see "Road Plans" @ 12 WITH DITCH Formed edge ', , I WINGWALL ELEVATInN 1' -011 R =12" 6 x 6 - W1.4 x W1.4 welded wire fabric- SECT 2, -011 ■ , 311 Top of rolled edge ,%q" Edger finish ION A— A Formed edge Edge of precast wingwall 2, -011 1' -oil I/2" Premolded exp R =12" joint filler ---. 1 Ft thick cutoff wall at end of W.W.- ; n w b r P 0 0 c 0 s i a r e m M. .. rn .n a m 0 �m wra A11/12/12 CONFORMED s N " t O 0 LL = NO. DATE REVISIONS L N p 0 + W O - J 0 LL 9„ 3" I - Outside face of W.W. SECTION B —B Top of rolled edge 74" Edger finish — R =611 °-1 #4 @ 18 max 0 #4 Q 12 Formed edge PREFORMED 0 ROOVE Match roadway side slope—. Top of rolled edge O ' A� / #4 12 711± TYPICAL CONCRET DESIGNED BY L I E QROFESS 10'V4 05-20 ��e�a Fyo J. Cole 2011 DRAWN BY 07 -23 TYLININTERNATIONAL A I. Martin 2010 ,w CAMM Do NO SOUFF. SLATE Too SM D'EQ% CA 2M C66188 CHECKED BY IM JL JL MO 69� * * P. Smith 12011 0 s EXP 6 -30 -2012 NC T D T''F o CIVIL oA� FOQ PRJ. ENG. 07 -23 BY CHK APRV J. LaHaye 12010 211 expanded polystyrene 6 x 6 - W1 .4 x W1 .4 welded wire fabric SECTION E PAVING #4 cont Face of abutment I/ / I I J / / / / / / / / / / Preformed groove / / Or as directed by the r` / Engineer to provide / uniform spacing / / Note: For actual limits of slope paving / i on this project, see sketch below. / Heavy sandblast finish. see "LC -01" sheet for integral color. grooves to be parallel to slope. PICTORIAL VIEW OF TYPICAL INSTALLATION Chamfer at .--1_7..1..,.. 11 LIMITS OF SLOPE PAVING & DRAINAGE LAYOUT San Diego's Regional Planning Agency SANTA FE DRIVE PEDESTRIAN UNDERPASS SLOPE PAVING DETAILS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AS BUILT CORRECTIONS BY CONTRACT NO. NO. 1143800 DATE: istdo "m. SCALE AS SHOWN CONTRACT NO. 1143800 F WING N0, SHEET NO. S -14 42 0 1 2 3 0093 -.5� CEMENTATION Description Criteria Weak Crumbles or breaks with handling or A little finger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring finger pressure. Strong Will not crumble or break with finger plastic limit. pressure. BOREHOLE IDENTIFICATION Symbol Hole Description FR A Auger Boring Size R Rotary drilled boring The thread can barely be rolled and the lump cannot be formed P Rotary percussion boring (air) plastic limit. R Rotary drilled diamond core N HD Hand driven (1 —inch soil tube) The thread cannot be rerolled after reaching the plastic limit. HA Hand Auger ® D Dynamic Cone Penetration Boring High CPT Cone Penetration Test (ASTM D 5778 -95) ❑ O Other Note: Size in inches. Top Hole El. casing anven Size of Sampler (inc SPT 1.4 inch diameter MC = 2.4 inch diameter 16 1.4 Blows per foot,� P = push sample, or as noted C O co 0 J o� oT Hole I.D. 13� Description of material M w uu Field & Lab Tests GWq Elev. �._,. Date measured Material change Estimated material change - -_ Soil /Rock boundary Boring Date Terminated at Elev Hammer Energy Ratio (ER) = % ROTARY BORING ❑0 1/12/12 CONFORMED IM JL JL NO. DATE BY CHK APRV N C T D CONSISTENCY OF COHESIVE SOILS Unconfined Description Compressive Strength (tsf Very Soft < 0.25 Soft 0.25 to 0.50 Firm 0.50 to 2.0 Hard Very Hard 2.0 to 4.0 ► • 1 Pocket Penetrometer Measurement (t < 0.25 0.25 to 0.50 Torvane Measurement (tsf) < 0.12 0.12 to 0.25 0.50 to 2.0 0.25 to 1.0 Field Approximation Thumb will penetrate more than 1 inch Thumb will penetrate approximately 1 inch Thumb will indent approximately 1/4 inch Thumb will not indent soil, but readily 2.0 to 4.0 1.0 to 2.0 indented with thumbnail > 4.0 1 > 2.0 1 Thumbnail will not indent soil C O U Hole I.D. Top Hole El. 111 Blows per 12" 30 Ground water (Using 28 lb hand ° ° °` ° ❑surface hammer with a 12" GW Elev. drop or as noted) P Date measured Description of Pulled Pipe materials 60 P (S) ❑ Sample 500 (S) taken Refusal Boring Date Terminated at Elev J% DIAZ YOURMAN & ASSOCIATES 1616 EAST 17th STREET SANTA ANA, CA 92705 -8509 (714) 245 -2920 FAX: (714) 245-2950 HAND BORING �510NAL R\ 2 F a S. No — No.- GE2374 Exp. 09/30/2012 GEOTECHNICAL s \T PAP FOP CALIFO DESIGNED BY DRAWN BY AJ 7/10 CHECKED BY PRJ. ENG. AS BUILT CORRECTIONS BY y�� CONTRACT NO. II�� 1143800 DATE: �7Z tl PLASTICITY OF FINE - GRAINED SOILS Description Criteria Nonplastic A 1/8 -inch thread cannot be rolled at any water content. The thread can barely be rolled and the lump cannot be formed when drier than the Low plastic limit. 0 The thread is easy to roll and not much time is required to reach the plastic limit. Medium The thread cannot be rerolled after reaching the plastic limit. The lump crumbles when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic limit. The thread Top Hole El. High can be rerolled several times after reaching the plastic limit. The lump can be formed Top Hole El. without crumbling when drier than the plastic limit. C O U Hole I.D. Top Hole El. 111 Blows per 12" 30 Ground water (Using 28 lb hand ° ° °` ° ❑surface hammer with a 12" GW Elev. drop or as noted) P Date measured Description of Pulled Pipe materials 60 P (S) ❑ Sample 500 (S) taken Refusal Boring Date Terminated at Elev J% DIAZ YOURMAN & ASSOCIATES 1616 EAST 17th STREET SANTA ANA, CA 92705 -8509 (714) 245 -2920 FAX: (714) 245-2950 HAND BORING �510NAL R\ 2 F a S. No — No.- GE2374 Exp. 09/30/2012 GEOTECHNICAL s \T PAP FOP CALIFO DESIGNED BY DRAWN BY AJ 7/10 CHECKED BY PRJ. ENG. AS BUILT CORRECTIONS BY y�� CONTRACT NO. II�� 1143800 DATE: �7Z tl DYNAMIC CONE PENETRATION BORING San Diego's Regional Planning Agency CONE PENETRATION TEST (CPT) SOUNDING 100% SUBMITTAL SET MAY 311 2011 SANTA FE DRIVE PEDESTRIAN UNDERCROSSING 145100MMIMSE !, l FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO, SHEET 0. LTB-01 43 0 1 2 00` 3 �Sj� 3 C O C O 0 o Hole I.D. J Hole I.D. Top Hole El. Top Hole El. NC Pressure measured No count recorded 2 GW Elev. along sleeve friction Pushed a Date measured element (34. in Pressure measured Driving rate in 4 6o area) divided by on tip element seconds per 12" s7 pressure measured (2.33 in aka) (using a Stanley 5fi on tip element. MB 156 percussion 91 58 hammer and a 22" 65 cone, or as noted) 60 43 154 180/ O9 6 4 2 10 20 30 Friction Ratio Ii Tip Bearing (MPa) 100 200 Boring Date Boring Date DYNAMIC CONE PENETRATION BORING San Diego's Regional Planning Agency CONE PENETRATION TEST (CPT) SOUNDING 100% SUBMITTAL SET MAY 311 2011 SANTA FE DRIVE PEDESTRIAN UNDERCROSSING 145100MMIMSE !, l FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO, SHEET 0. LTB-01 43 0 1 2 00` 3 �Sj� 3 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES __ i i -i oog3 -ss LL C O W 75- 70- 85- 80- 75- 70- 65- 60- 55- 50- 45- 40- 35- 30 — 25- 20- 15- 10- 5 — 0- -5 _10— 05 -05 -10 r 2.0 1.4 2.0 1.4 2.0 1.4 2.0 1.4 1 1 PROFILE SCALE: HOrl7ontal: 1"-10' Vertical: 1`20' Feyd W to] to] Et1 PC =IWP N L H'1:3 N __�-SILTY SAND (SM): strong brown, moist, loose, fine- to medium - grained sand, trace fine gravel, few roots, (TERRACE DEPOSITS) dense, no gravel no roots POORLY GRADED SAND with SILT (SP -SM): light brown, moist, medium dense, fine - grained sand, trace fine gravel, (TERRACE DEPOSITS) wet, (perched water) POORLY GRADED SAND with SILT SP -SM): brown, moist, medium dense, fine- to medium - grained sand, trace fine to coarse gravel, (BED ROCK - TORREY SANDSTONE FORMATION) dense, fine - grained sand SANDY SILT ML): greenish gray, moist, hard, low plasticity, fine - grained sand, weathered, oxidation, micaceous, (BED ROCK - DELMAR FORMATION) S1LT7 SAND (SM): light greenish gray, moist, very dense, fine - grained sand, (BED ROCK - DELMAR FORMATION) POORLY GRADED SAND with SILT (SP -SM): light brown, moist, very dense, fine - grained sand, (BED ROCK - DELMAR FORMATION) SANDY SILT ML): greenish gray, moist, hard, low plasticity, fine - grained sand, weathered, oxidation, micaceous, (BED ROCK - DELMAR FORMATION) bluish gray greenish gray, no oxidation 0 1/12/12 CONFORMED IM JL JL NO. DATE REVISIONS BY CHK APRV N C T D 1 +50 DIAZ • YOURMAN & ASSOCIATES 1616 EAST 17th STREET SANTA ANA, CA 92705 -8509 (714) 245 -2920 FAX: (714) 245-2950 /59 \ONAL F\ C m9 S. F'. La INC. GE2374 Exp. 09130/2012 49 GEOTECHNICAL \S Q � OF CALIFO��/ 10 -03 Ew L. 66.0 05 -06 -10 DESIGNED BY DRAWN BY CHECKED BY PRJ. ENG. DYB 10 -01 .. Q1 8 SILTY SAND (SM): strong brown, moist, loose, fine - grained sand, few roots, (TERRACE DEPOSITS) very loose pp medium dense •0 . POORLY GRADED SAND with SILT (SP -SM : yyellowish brown, moist, medium dense, fine- graine�7_0 1.4 - sand, (BED ROCK - TORREY SANDSTONEORMATION) Z -POORLY GRADED SAND (SP : light yellowish brown, moist, medium dense, fine - grained sand, ( mini ROCK - TORREY SANDSTOU FORMATION) 1.4= wet, (perched water) 2.0 reddish gray, dense, fine- to medium - grained sand, trace coarse - grained sand, few fine to coarse gravel 1.4 SANDY SILT ML): greenish gray, moist, hard, low plasticity, fine - grained sand, weathered, oxidation, 1.4 micaceous, (B�D ROCK - DELMAR FORMATION) mottled with white 1.4 gray Increased oxidation 2.0 M1111111 . 0 . 1.4 dark gray, trace shell fragments, no oxidation 4 bluish gray, no shell fragments Terminated at EL. 9.5' 05 -06 -10 2 +00 San Diego's Regional Planning Agency PLAN SCALE: 111=50' V LL C O AS BUILT CORRECTIONS BY 2 +50 CONTRACT NO. 1143800 DATE: SANTA FE DRIVE PEDESTRIAN UNDERCROSSING FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. LTB -03 45 0 1 2 3 L--- l ___1 0o93 -SJ� W —75 DYB10 -03 -70 —85 8" —80 —SILTY SAND (SM): strong brown, moist, —75 medium dense, fine- to medium - grained —70 EL. 72.0' sand, few roots, 10 (TERRACE DEPOSITS) —65 dense, trace roots —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 — 5 —0 — -5 - -10 AS BUILT CORRECTIONS BY 2 +50 CONTRACT NO. 1143800 DATE: SANTA FE DRIVE PEDESTRIAN UNDERCROSSING FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. LTB -03 45 0 1 2 3 L--- l ___1 0o93 -SJ� ti'LfLCgNgVE ACR, POTABLE - - -- - WATER LINE F , 13 - - -- 1 20 10 0 20 40 __ - --� 6 R/W F 1 1 9 SCALE 1 "= 20' _ - - ❑ � _ _ CONTINUE MID RAIL (BOTH II 3B . 10 4 SIDES OF PATH) TO RW2, THEN CONTINUE WITH TOP 3B 12" HP G INE AND (LING ONLY -- __ MID RAIL REQUIRED 8 12" HP GAS LINE AAA/ - - _ " LLL-- LLLLLLLL ►►►nnn /// MP R/ Y Y - PE R RA _ 13 Limit Work, 90 - ON -RW2- 3B L� o � B �A 1 OF , - y Y WATER LINE �\ 8s. � \ � P � 9 - � , � .a. _ 3vr �i - " _— 3 ADDEDws KEEP MID RAIL ALONG 1j 1 ��Ate. ° - _- - ° _ ° - m, �/ °`�L, -� � �`� •� � -- � � � � J CHEEK WALLNVEST --- SIDE OF STAIRS DELETE 5 d �ldOO - 12 Limit f W _ a0000e Q�� � '_` � o �, � 'mi ork 4 �a�o�o � � � a 0o0 Q0 000�� � 11 � .� — ._ _ _ 12 8 10. EXISTING-TREE -- -- 17 Qo� 4 ' ToP AND BTM RAIL Existing head wall to remain, o ONLY BEGINNING coordinate fence posts and TO BE PROTECTED 1 of �e fl AT RW2 p R/W / ` footings with head wall and rip rap IN PLACE 1 1 " " -� 19 — in this area - ALL EXISnNL'- -f- 2 ACACIA TO B A A REMOVED E i _ _ _ _ Limit of Work 6 m\ f 'o 3 CONSTRUCTION LEGEND \ 'c SYMBOL DESCRIPTION DETAIL SYMBOL DESCRIPTION DETAIL 5 REMOVE ` O ❑D CAIRN - COBBLE WITH RECYCLED GLASS 4/LC -03 ae DEAD TREE 4 2 �� �—`h - -= PATHWAY EDGE / RECOVERY ZONE PER CALTRANS STD 2,311-C-02 -02 " ' 11 INTEGRAL COLOR CONCRETE WITH HAND SEEDED 2 } SEATWALL WITH COBBLE 111-C -02 - EXPOSED AGGREGATE WITH 100% COVERAGE. a A 1 5 COLOR: TAUPE' BY SOLOMON COLORS DELETED FOR DI TYPE "D" a AGGREGATE:'PACIFIC POINT PEBBLE' 3/8" SIZE BY _ —�� �- A ° 4" NOM INTEGRAL COLOR CONCRETE PAVING. 2,3/LG -02 DECORATIVE STONE SOLUTIONS (800- 699 - 1878), OR _ _ _ 3 COLOR: TAUPE' BY SOLOMON COLORS. (MOD) INSTALLATION BY CITY APPROVED EQUAL. - - -- 1 HIGHWAY 101 �� � � FINISH: 100% COVERAGE PNEUMATIC SEEDED'PIXIE DUST', PYRITE & GLASS (EQUAL PARTS), BY T.B. PENICK OR -- — 4'-8" X 12'-0" __ PRE- APPROVED EQUAL (800 - 239 - 3046 ). BEACH COBBLE AT METAL GRATE CROSSING 2/1-G -04 3A `" ADA LANDING _ - -- - - -- 6" NOM. INTEGRAL COLOR CONCRETE PAVING. 2,31LC -02 1 D. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS = = 3 B COLOR: TAUPE' BY SOLOMON COLORS. 0 13 REMOVABLE LODGE POLE BOLLARD (TYP OF 3) 23LC -04 CONSTRUCTION NOTES = FINISH: l00% S(EQAGEPNEU),BYT.B. ENICPIXIEDUST, PRIOR TO BEGINNING CONSTRUCTION. PYRITE &GLASS (EQUAL PARTS), BY T.. PENICK OR 11. DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLAN SCALE. PRE - APPROVED EQUAL (800- 239 - 3046). 14 COBBLE BIOSWALE, SEE ALSO PLANTING AND CIVIL DWGS 5/LC -02 1. SEE ENGINEERING PLANS FOR PAVING, WALLS, PARKING AREA, SITE DIMENSIONS ARE TO FACES QF, AND PERPENDICULAR TO FACE OFD F41j POST AND WIRE FENCE 1/LC -04 DRAINAGE AND GRADING, FINISH GRADING, AND SITE UTILITY LAYOUT. BUILDING WALLS UNLESS SHOWN OTHERWISE. ALL ANGLES AND ' ® 1 5 TRASH /RECYCLE RECEPTACLE BY FORMS & SURFACES PER 2. SEE ELECTRICAL PLANS FOR CONDUIT AND LIGHT POLE LOCATIONS CONNECTIONS ARE (90) DEGREES UNLESS NOTED OTHERWISE. (805- 684 - 6626), OR APPROVED EQUAL. MANUFACTURER PRIOR TO CONSTRUCTION. 14. ALL HARDWARE SUCH AS NAILS, BOLTS, FASTENERS ETC. SHALL BE 5 } ACCESSIBLE RAMP WITH RAILING 4/LC -02 MODEL: 'SLURS- 36RB', URBAN RENAISSANCE, 36GAL, SEE ALSO GRADING PLAN SIDE OPENING, INTEGRATED RECYCLE BIN, DOME LID, 3. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES AS HOT DIPPED GALVANIZED, ZINC, OR STAINLESS STEEL. WITH'UPDROP' GRILLWORK. COLOR:'EVERGREEN TEXTURE' NECESSARY. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL METAL GRATE CROSSING R COBBLE BELOWGRATE. 2 /LC -04 4. SEE IRRIGATION PLANS FOR SLEEVE LOCATIONS PRIOR TO NECESSARY PERMITS TO COMPLETE THE PROJECT. %��yy� � ADA ACCESSIBLE. . AVAILABLE THROUGH GRATING PACIFIC 1 G DECOMPOSED GRANITE MULCH - 2" DEPTH CONSTRUCTION. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF THE (562- 598 -4314) OR APPROVED EQUAL. V COLOR: 'SUNNYSIDE AVAILABLE THROUGH DECORATIVE 5. CONTRACTOR SHALL REVIEW PLANS AND DETAILS TO ASCERTAIN SITE AND PROVIDE ADEQUATE SAFETY MEASURES DURING STONE SOLUTIONS (800- 699 - 1878), OR APPROVED EQUAL LOCATIONS NECESSARY TO PROVIDE ELECTRICAL CONNECTIONS TO CONSTRUCTION ON A 24 HOUR BASIS, 7 CONCRETE STAIRS WITH HANDRAIL /ILC -03 POWER IRRIGATION, LIGHTING, ETC. 17. ANY CREDITS AND /OR DEBITS SHALL BE REPORTED TO THE RESIDENT 17 UNDERPASS ARCHITECTURAL TREATMENT 3 /LC -04 6. NO DEVIATIONS FROM THESE PLANS SHALL OCCUR WITHOUT PRIOR ENGINEER AT TIME OF OCCURRENCE FOR PROPER VERIFICATION APPROVAL OF THE LANDSCAPE ARCHITECT. AND /OR APPROVAL PRIOR TO COMMENCEMENT OF RESULTING ®; RETAINING WALL. INTEGRAL COLOR: TO MATCH'CANVAS' PER SHEET Qp ACTION. BY SOLOMON COLORS. FINISH:'HEAVY GRANITE' FORM RW -01 O ADA DIRECTIONAL SIGNAGE 2/LC -03 7. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND LINER BY FITZGERALD FORMLINERS (714- 547 - 6710), AS BUILT APPROVAL BY THE LANDSCAPE ARCHITECT FOR DETAILS AS NOTED 18- CONTRACTOR SHALL PROVIDE A 24 HOUR PHONE NUMBER AVAILABLE OR APPROVED EQUAL. PLACE SCOFIELD COLOR HARDENER 0000000 19 SIDE SLOPES FROM METAL GRATE CROSSING TO S -14 ON THE PLANS AND SPECIFICATIONS. IN CASE OF EMERGENCY. IN COLOR "ARIZONA TAN " IN IRREGULAR LIFTS AT 0000000 UNDERPASS STRUCTURE. COLOR: TO MATCH'CANVAS' $. ALL VERTICAL SURFACES, UNLESS NOTED OTHERWISE, SHALL 19. CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE TO APPROXIMATELY 2' INTERVALS. EXACT PLACEMENT SHALL 0000 0 0 BY SOLOMON COLORS; TEXTURE: HEAVY SANDBLAST BE COORDINATED WITH THE LANDSCAPE ARCHITECT, WHO A „!• _ �.t RECEIVE A COAT OF ANTI GRAFFITI RESISTANT COATING PER VERIFY STAKING OF LAYOUT PRIOR TO INSTALLATION. SHALL BE PRESENT DURING THE CONCRETE POUR. �, -,_- A SECTION AA -SEE SHEET LC-4 CORRECTIONS BY C7t�- SPECIFICATIONS. HANDRAIL AT BRIDGE PER SHEET SCORE JOINT TYPICAL SEE DETAIL 2 31LC 02 9. ANY PROPOSED WORK THAT IS INCONSISTENT WITH COMMON, SAFE CONSTRUCTION PRACTICES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WITH CONSTRUCTION S-01 CONTRACT NO. 1 143800 MODIFICATIONS TO HAND RAILING EXPANSION JOINT, TYPICAL - SEE DETAIL 3/1-C -02 1 0 DELETING MID RAIL IN SOME AREAS 41LC -02 DATE: CONFLICTING WITH R/W LIGHTING PNps cgPF SCALE ® SCHMIDT DEsICN CROUP, INC. =�FOP5CHMILIQ, Cy GS, SANTA FE DRIVE PEDESTRIAN UNDERPASS 1 "= 2O' - ®" BALANCING ARTISTIC CXPROSSION IN DESIGN b� �� �/ =` DRAWN BY 5 -13 ® WITH ENVIRONMENTAL SENSITIVITY -�'�/ w O� MJ, AS, AMS,JM 2011 CONTRACT N0. a 2655 Pourih Avenue, San Diego, CA g2103 SIGNAWRE CHECKED BY 5 -13 1143800 w ®w telephone 6i 236-1462 facsimile (/6,9} 236 -8792 10 -31 -11 a 0 1/12/12 CONFORMED IM JL JL P [ 9} RENEWAL DATE LANDSCAPE CONSTRUCTION LEGEND °m www.s chm idtdesign.c om w } GS, MJ, JJ 2011 ®� E Li c. ca 2138, NV 219, Az 84139 1P -D DATE �a`P PRJ. ENG. 5 -13 , AND PLAN DRAWING N0. SHEET NO. w o m NO. DATE REVISIONS BY CHK APRV N C T Gtr PAS #Sq -0�D„ FOF CAU1FO GS, MJ 2011 San Diego's Regional Planning Agency LC -01 46 . O LL FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES / ^X II I I 1 v "' [ 3r3.1c; OF POINT SHEET 13 W-9 2 CV 3" MIN. z 24„ iM TYPICAL SECTION i 12 9 z J a w a q ENLARGEMENT Ii" { n END SECTION A. PROVIDE CONSTRUCTION AND EXPANSION JOINTS PER SDRSD C -15 AND ALIGNED WITH SKATE DETERRENT REVEAL. PROVIDE EXPANSION JOINTS AT 40' O.C. MAXIMUM. CONCRETE SEATWALL WITH COBBLE NO SCALE � „ . � ... ACCESSIBLE RAMP WITH RAILING NO SCALE DATE LEGEND: SCORE LINES AND EXPANSION O DECORATIVE COBBLE 'MIXED BEACH PEBBLE' 3 " -6" SIZE, MJ, AS, AMS, JM 2011 IN EVEN BANDS, AVAILABLE THROUGH DECORATIVE 5 -13 1/12/12 STONE SOLUTIONS, OR APPROVED EQUAL PRJ. ENG. O 8X8X16 CMU UNIT (TYP.) 2011 O MORTAR SETTING BED. COLOR TO MATCH COBBLE. ALL OUTSIDE EDGES. CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE SHEET XS -01. ® ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. a ® POUR IN -PLACE CONCRETE CAP. SLOPE TO DRAIN 2% 000 = MIN. INTEGRAL COLOR: 'TAUPE' BY SOLOMON DATE REVISIONS COLORS, OR APPROVED EQUAL. FOR DETAILS NOT SHOWN, SEE FINISH: 100% COVERAGE, PNEUMATIC SEEDED 'PIXIE Q SHEET XS -01. DUST, PYRITE, GLASS (EQUAL PARTS), BY T.B. PENICK a OR PRE - APPROVED EQUAL w L5 1/2" RAD. ON ALL OUTSIDE EDGES. d © CONCRETE FOOTING L7 #4 REBAR CONTINUOUS, VERTICAL, 18" O.C., 3" MIN. 1 CLEAR (TYP.) J ® #4 REBAR CONTINUOUS, HORIZONTAL, 18" O.C., 3" MIN. CLEAR (TYP.) L9 CONCRETE PAVING PER PLAN (SEE DETAIL) 10 EXPANSION JOINT 11 ADJACENT FINISHED GRADE 12 COMPACTED SUBGRADE AT 95% RELATIVE COMPACTION PER SOILS REPORT 13 SKATEBOARD DETERRENT REVEAL- PLACE EVERY 4' -0" PER ENLARGEMENT, ALIGN SCORE AND /OR EXPANSION JOINTS WITH DETERRENT. ACCESSIBLE RAMP WITH RAILING NO SCALE \,ANDS CAp�. SCHMIDT DESIGN GROUP, INC. 5�o ScHMIpr q'�o gyp. no y BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY J w 2655 Fourth Avenue, San Diego, CA 92103 SIGNATURE IM JL JL telephone {619} 236 -1462 facsimile {619) 236 -8792 10 -31 -11 www.schmidtdesign.com RENEWAL DACE 7 N r LIC. CA 2138, NV 219, Az 34139 `p11 DATU BY CHK APRV h PLT DATE: 5/13/2011 TF Op CA�tFO� SIG PRJ# 10412 VARIES, SEE CIVIL PLANS 1.51, 2.. �— TYP oiliffel PER STRUCTURAL PLANS XS -01 201 - I DESIGNED BY DATE GS, MJ SCORE LINES AND EXPANSION DRAWN BY 5 -13 MJ, AS, AMS, JM 2011 Y J 5 -13 1/12/12 CONFORMED PRJ. ENG. 5 -13 GS, MJ 2011 Wma FOR DETAILS NOT SHOWN, SEE ALL OUTSIDE EDGES. SHEET XS -01. ® FINISH GRADE 2" BELOW EDGE a CONCRETE COLOR AND FINISH PER OF PAVING IN SHRUB BEDS. = NO. DATE REVISIONS m.m FOR DETAILS NOT SHOWN, SEE SHEET XS -01. \,ANDS CAp�. SCHMIDT DESIGN GROUP, INC. 5�o ScHMIpr q'�o gyp. no y BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY J w 2655 Fourth Avenue, San Diego, CA 92103 SIGNATURE IM JL JL telephone {619} 236 -1462 facsimile {619) 236 -8792 10 -31 -11 www.schmidtdesign.com RENEWAL DACE 7 N r LIC. CA 2138, NV 219, Az 34139 `p11 DATU BY CHK APRV h PLT DATE: 5/13/2011 TF Op CA�tFO� SIG PRJ# 10412 VARIES, SEE CIVIL PLANS 1.51, 2.. �— TYP oiliffel PER STRUCTURAL PLANS XS -01 201 - I DESIGNED BY DATE GS, MJ SCORE LINES AND EXPANSION DRAWN BY 5 -13 MJ, AS, AMS, JM 2011 CHECKED BY 5 -13 GS, MJ, JJ 2011 PRJ. ENG. 5 -13 GS, MJ 2011 SECTION WIDTH VARIES (SEE PLAN) LEGEND: NOTES: O SCORE LINES AND EXPANSION A. AT A MINIMUM PROVIDE THE ED JOINTS PER PLAN. FOLLOWING: CONSTRUCTION JOINTS: 0 CONCRETE PAVING ° m to 10' O.C. EXPANSION JOINTS: 30' O.C. !� 1/2 RAD. ON B. FOR DETAILS NOT SHOWN, SEE ALL OUTSIDE EDGES. SHEET XS -01. ® FINISH GRADE 2" BELOW EDGE C. CONCRETE COLOR AND FINISH PER OF PAVING IN SHRUB BEDS. PLAN. D. FOR DETAILS NOT SHOWN, SEE SHEET XS -01. CONCRETE PAVING NO SCALE LEGEND: O PAVING (SEE LANDSCAPE CONSTRUCTION PLAN) O2 2" O.D. STEEL POSTS, SET IN 2 1/2" GALV. STEEL SLEEVE, GROUT IN PLACE WITH POR -ROCK OR APPROVED EQUIVALENT. POR ROCK SHALL BE INSTALLED WITH A CROWN TO PROVIDE POSITIVE DRAINAGE AWAY FROM POSTS TYP. O 1" RADIUS CAP, WELD AND GRIND SMOOTH ® RETAINING WALL PER CIVIL PLANS SHEET RW -01. 0 1 -1/2" O.D. ROUND STEEL HANDRAILS (TOP RAIL), WELD CONNECTING RAIL TO POSTS (SEE SECTION) © 112" STEEL SUPPORT, WELD ALL CONNECTIONS AND GRIND SMOOTH O COMPACT SUBGRADE AT 95% PER SOILS REPORT ® FINISH GRADE L9 1 -1/2" O.D. ROUND STEEL LOWER RAILING. WELD TO POST. 10 PROVIDE S -0" LEVEL LANDING (2% MAX. SLOPE) AT TOP AND BOTTOM OF RAMP. 11 INTEGRAL COLOR CONCRETE WITH EXPOSED AGGREGATE FINISH - SEE LANDSCAPE CONSTRUCTION LEGEND 12 1 -1/2" O.D. ROUND STEEL MID RAIL, WELD TO POST. INSTALL ONLY AT RAMPS THAT ARE 5% OR LESS. NOTES: A. ALL METAL TO BE GALVANIZED STEEL INSIDE AND OUT B. WELD AND GRIND SMOOTH ALL CONNECTIONS, EDGES, AND CORNERS TO ELIMINATE ANY SHARP EDGES C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS A FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO FABRICATION. D. PAINT ALL EXPOSED WELDS WITH GALVANIZED PAINT E. ALL RADII SHALL BE SMOOTH San Diego's Regional Planning Agency a LEGEND: O CONCRETE PAVING O 3/16 RADIUS - 1/4" DEPTH TOOLED EDGE 0 1/4" FELT EXPANSION JOINT ® POLYURETHANE SEALANT 7 'SONNEBORN' SL -2 SLOPE GRADE - CONFORM TO ASTM C920 TYPE M - GRADE T O 1/2" X 12" LONG SMOOTH STEEL BAR AT 36" ON CENTER MAX., ONE SIDE WITHIN SLEEVE FOR MOVEMENT AT ALL EXPANSION JOINTS. © COMPACTED SUBGRADE AT 95% RELATIVE COMPACTION PER SOILS REPORT SCORE LINE, SAW CUT AT 1/4 INCH DEPTH TYPICAL NOTES: A. SEE LANDSCAPE CONSTRUCTION PLAN FOR EXPANSION JOINT LOCATIONS B. AT A MINIMUM PROVIDE EXPANSION JOINTS FOR EVERY 400 SF OF CONTIGUOUS CONCRETE PAVING C. REFER TO SDRSD DETAIL G -10 EXPANSION JOINT NO SCALE v \ IAXeI:1,0I81 O ADJACENT MATERIAL PER PLANS 20 SMALL & LARGE COBBLE - PER LANDSCAPE CONSTRUCTION LEGEND & ADJACENT CHART O FILTER FABRIC PER CALTRANS STD 55 -103 ® SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS /SOIL REPORT O PLANTING IN SWALE - SEE PLANTING PLAN © BIOFILTRATION SOIL LAYER. SEE SPECIFICATIONS. COBBLE BIOSWALE NO SCALE FOR CONSTRUCTION PLAN, LEGEND AND NOTES SEE SHEETS LC -01 DEPTH VARIES (SEE CIVIL DRAWINGS) TRATION NOTES: A. LINE SWALE WITH COBBLES 1" MINIMUM SIZE, SEE LEGEND BELOW. PROVIDE HIGHER CONCENTRATION OF COBBLES AROUND INLETS, SEE ALSO GRADING PLANS. B- COBBLE AVAILABLE THROUGH DECORATIVE STONE SOLUTIONS (858) 699 -1878 OR APPROVED EQUAL COBBLE SIZE/TYPE : RATIO: Z w V-3" 'MIXED 40% w ¢ BEACH PEBBLE' ED 4" - 8" 60% ° m to AS BUILT CORRECTIONS BY !� CONTRACT NO. 1143800 DATE: SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS NO SCALE CONTRACT NO. LANDSCAPE CONSTRUCTION DETAILS 1143800 DRAWING NO. SHEET NO. LC -02 47 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I 1 1 0 09.3 _,� F F w w SECTION CONCRETE STAIRS WITH HANDRAIL NO SCALE REMOVABLE BOLLARD - SECTION 42" 1011 8" 6" u? 1.5" 1.5" 1.5" 2„ r TYP. I I h 10„ SECTION AT RETAINING WALL u HASP DETAIL ENLARGEMENT NOTES: A. CHAIN TO BE 1/4" PROOF COIL GALVANIZED STEEL. B. ALL CONNECTION SHALL HAVE CONTINUOUS WELD. GRIND SMOOTH ALL CONNECTIONS. REMOVABLE LODGE POLE BOLLARD NO SCALE LEGEND: CONDITION 1 rl 1.5" 17 1 g 6" MIN VARIES PER PLAN' 20" MIN. SECTION AT WEST SIDE OF STAIRS 10 V CHAMFER EDGE ALL SIDES O2 6" PRESSURE TREATED LODGE POLE BOLLARD. BORE CHANNEL 18" DEPTH INTO CENTER OF BOLLARD BASE TO RECEIVE 2" SCH. 40 GALV. STEEL POST. POST SHALL FIT SNUG OVER 2" STEEL POST WITH NO PLAY O3 2" ROUND SCH. 40 GALVANIZED STEEL POST INSET 18" INTO CENTER OF WOOD BOLLARD ® 112" GALV. CARRIAGE BOLT. WITH NUT AND WASHER. RECESS BOLT /NUT ENDS 1/4" MIN. OUTSIDE OF POST AND PLUG HOLES O5 CONCRETE FOOTING © COMPACTED SUBGRADE PER SOILS REPORT O7 3/4" SCHEDULE 80 PVC PIPE AT CENTER OF FOOTING TO PROVIDE DRAINAGE ® 1/4" GALV. STEEL PLATE, SIZE EQUAL TO POST DIA. WELD BETWEEN 2" AND 4" STEEL POSTS. INSTALL FLUSH WITH BOTTOM OF WOOD POST Og 4 1/2 "x4 1/2" STEEL PIPE SLEEVE AT REMOVABLE BOLLARD 10 4" ROUND GALVANIZED 14 GAUGE STEEL POST 11 3/4" CRUSHED AGGREGATE WITH FILTER FABRIC WRAP 12 FOUR LINKS OF CHAIN WELD FIRST LINK OF CHAIN TO CARRIAGE BOLT WASHER 13 THREE LINKS OF CHAIN. WELD FIRST LINK OF CHAIN TO SLEEVE 14 MAKE BOWL SHAPED RECESS IN CONCRETE TO ACCOMMODATE THREE LINKS OF CHAIN �pNDSGgp\ SCHMIDT DESIGN GROUP, INC. yF,O yGHM1nT Ho 4Ppy 2 2p BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY � V 2655 Fourth Avenue, San Diego, CA 92103 SIGNATURE IM JL JL telephone {619} 236 -1462 facsimile {619} 236 -8792 10 -31 -11 www.schmidtdesign.com Wd1- DATE 1 N D Lic. CA z138, Nv 219, A2 34139 spq HATE Or �P BY CHK APRV PLTDATE 5113120tt if QF Gp� fO� SDG PRJ# 10-412 1.5" 1.5" 1 i ' I I 15 10 7 CONDITION 2 MID RAIL MODIFICATION SEE DRAWING LC -01 SHEET 46 LEGEND: 2" O ADJACENT PAVING (SEE LANDSCAPE CONSTRUCTION PLAN) 13 1/2" RADIUS ON ALL EDGES TYPICAL. W ° W " O.D. STEEL POSTS, SET IN 2 1/2" GALV. STEEL SLEEVE, GROUT 14 #3 REBAR HORIZONTAL AT EACH � J DO 1112/12 CONFORMED Z V LL w +m 5 -13 GS, MJ ROCK SHALL BE INSTALLED WITH A CROWN TO PROVIDE POSITIVE 15 #4 REBAR AT 12" ON CENTER TYPICAL. S RAINAGE AWAY FROM POSTS TYP. m m N0. DATE REVISIONS m + — O DJACENT WALL WHERE APPLICABLE. SEE SHEET RW -01 !NOTES: m o — � 0 LL F ALL RADII SHALL BE SMOOTH. 1 -1/2" O.D. ROUND STEEL HANDRAILS (TOP AND MID RAIL) BOT LEGEND: CONDITION 1 rl 1.5" 17 1 g 6" MIN VARIES PER PLAN' 20" MIN. SECTION AT WEST SIDE OF STAIRS 10 V CHAMFER EDGE ALL SIDES O2 6" PRESSURE TREATED LODGE POLE BOLLARD. BORE CHANNEL 18" DEPTH INTO CENTER OF BOLLARD BASE TO RECEIVE 2" SCH. 40 GALV. STEEL POST. POST SHALL FIT SNUG OVER 2" STEEL POST WITH NO PLAY O3 2" ROUND SCH. 40 GALVANIZED STEEL POST INSET 18" INTO CENTER OF WOOD BOLLARD ® 112" GALV. CARRIAGE BOLT. WITH NUT AND WASHER. RECESS BOLT /NUT ENDS 1/4" MIN. OUTSIDE OF POST AND PLUG HOLES O5 CONCRETE FOOTING © COMPACTED SUBGRADE PER SOILS REPORT O7 3/4" SCHEDULE 80 PVC PIPE AT CENTER OF FOOTING TO PROVIDE DRAINAGE ® 1/4" GALV. STEEL PLATE, SIZE EQUAL TO POST DIA. WELD BETWEEN 2" AND 4" STEEL POSTS. INSTALL FLUSH WITH BOTTOM OF WOOD POST Og 4 1/2 "x4 1/2" STEEL PIPE SLEEVE AT REMOVABLE BOLLARD 10 4" ROUND GALVANIZED 14 GAUGE STEEL POST 11 3/4" CRUSHED AGGREGATE WITH FILTER FABRIC WRAP 12 FOUR LINKS OF CHAIN WELD FIRST LINK OF CHAIN TO CARRIAGE BOLT WASHER 13 THREE LINKS OF CHAIN. WELD FIRST LINK OF CHAIN TO SLEEVE 14 MAKE BOWL SHAPED RECESS IN CONCRETE TO ACCOMMODATE THREE LINKS OF CHAIN �pNDSGgp\ SCHMIDT DESIGN GROUP, INC. yF,O yGHM1nT Ho 4Ppy 2 2p BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY � V 2655 Fourth Avenue, San Diego, CA 92103 SIGNATURE IM JL JL telephone {619} 236 -1462 facsimile {619} 236 -8792 10 -31 -11 www.schmidtdesign.com Wd1- DATE 1 N D Lic. CA z138, Nv 219, A2 34139 spq HATE Or �P BY CHK APRV PLTDATE 5113120tt if QF Gp� fO� SDG PRJ# 10-412 1.5" 1.5" 1 i ' I I 15 10 7 CONDITION 2 MID RAIL MODIFICATION SEE DRAWING LC -01 SHEET 46 LEGEND: 2" O ADJACENT PAVING (SEE LANDSCAPE CONSTRUCTION PLAN) 13 1/2" RADIUS ON ALL EDGES TYPICAL. TYP. 2 " O.D. STEEL POSTS, SET IN 2 1/2" GALV. STEEL SLEEVE, GROUT 14 #3 REBAR HORIZONTAL AT EACH O9 1/ IN PLACE WITH POR -ROCK OR APPROVED EQUIVALENT. FOR 2011 STAIR TREAD. 5 -13 GS, MJ ROCK SHALL BE INSTALLED WITH A CROWN TO PROVIDE POSITIVE 15 #4 REBAR AT 12" ON CENTER TYPICAL. S RAINAGE AWAY FROM POSTS TYP. OE PANSION JOINT PER PLAN, SEE EXPANSION JOINT DETAIL. PAINT ALL EXPOSED WELDS WITH 4" ON C TYPICAL. O DJACENT WALL WHERE APPLICABLE. SEE SHEET RW -01 !NOTES: JACENT WALL PER GP -01 F ALL RADII SHALL BE SMOOTH. 1 -1/2" O.D. ROUND STEEL HANDRAILS (TOP AND MID RAIL) BOT IDES, WELD MID AIL TO POSTS SEE SECTION) PONDING OF WATER. CAN BE CONTIGUOUS POUR WITH STAIRS. ETAL TO GALVANIZED STEEL M O NCRETE STAIRS 520 -C -2500. SLOPE TREADS 1/4" FOR POSITIVE COMPLY WITH CBC TITLE 24, SECTION INSIDE AND OUT. FINISH GRADE. 1133B. INAGE. B. WELD AND GRIND SMOOTH ALL ALL CONCRETE TO BE INTEGRAL COLOR TYPICAL ALL STAIR TREADS AND UPPER APPROACH. STAIN CONNECTIONS, EDGES, AND CORNERS 7 COMPACT SUBGRADE AT 95% PER SOILS REPORT. GS, MJ TO ELIMINATE ANY SHARP EDGES. O "RADIUS CAP, WELD AND GRIND SMOOTH. C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR OWNER'S O9 1/ " STEEL SUPPORT, WELD ALL CONNECTIONS AND GRIND 2011 REPRESENTATIVE APPROVAL PRIOR TO 5 -13 GS, MJ 2011 FABRICATION. S OOTH. D. PAINT ALL EXPOSED WELDS WITH GALVANIZED PAINT. 10 CONCRETE FOOTING WITH 2 1/2" STAINLESS STEEL SLEEVE, TACK E. ALL RADII SHALL BE SMOOTH. WELD AND FILL SEAL WITH NON - EXPANSIVE GROUT. ALLOW NO PONDING OF WATER. CAN BE CONTIGUOUS POUR WITH STAIRS. F. ALL STAIR SETS AND RAILINGS SHALL COMPLY WITH CBC TITLE 24, SECTION 11 FINISH GRADE. 1133B. 12 3" STAIR BORDER WITH (4) 1/4" GROOVES AT 3/4" ON CENTER G. ALL CONCRETE TO BE INTEGRAL COLOR TYPICAL ALL STAIR TREADS AND UPPER APPROACH. STAIN 'TAUPE' BY SOLOMON COLORS, OR BORDER WITH CONTRASTING COLOR PER CBC TITLE 24. APPROVED EQUAL. SECTION 1133B.4.5. COORDINATE WITH LANDSCAPE ARCHITECT H. FOR GRADES SEE SHEET GP -01. FOR STAIN COLOR. Z -2" �SQ.� El ewe ELEVATION CAIRN MONUMENT NO SCALE DESIGNED BY DATE GS, MJ DRAWN BY 5 -13 MJ, AS, AMS, JM 2011 CHECKED BY 5 -13 GS, MJ, JJ 2011 PRJ. ENG. 5 -13 GS, MJ 2011 AS BUILT CORRECTIONS BY CONTRACT NO. 114380000 DATE: T -0" SECTION LEGEND: O INTERNATIONAL SYMBOL OF ACCESSIBILITY PER ADAAG SECTION 4.30.7 COLORS AND SIGN THICKNESS PER SDRSD M -286 O CONCRETE FOOTING AND POST PER SDRSD #M -28A O FINISH GRADE ODIRECTIONAL ARROW TOWARDS ADA RAMP NOTE: A. SIGN SHALL BE INSTALLED WITHIN PLANTING AREA AND SHALL NOT OBSTRUCT THE PATH OF TRAVEL B. DIRECTIONAL SIGN SHALL INCLUDE ARROW ORIENTATED TOWARDS ADA RAMP OR ACCESSIBLE PATH OF TRAVEL ADA DIRECTIONAL SIGNAGE II•I II I•'�� I� I• I I • � LO _ - V -6" SQ. - T -6" SQ. FOR CONSTRUCTION PLAN, NOTES, AND DETAILS SEE SHEET LC -01 San Diego's Regional Planning Agency 91 LEGEND: O DECORATIVE COBBLE - 3 -5" SIZE'MIXED BEACH PEBBLE BY DECORATIVE STONE SOLUTIONS, OR APPROVED EQUAL. O SHOT CRETE #4 REBAR CAGE O3 MORTAR SETTING BED ® TUMBLED RECYCLED GLASS SET IN AN EVEN BAND AROUND CAIRN. SIZE 8 -10 ". COLOR: 'BLUE ICE' BY DECORATIVE STONE SOLUTIONS, OR APPROVED EQUAL. O FINISH CAP SURFACE FOR POSITIVE DRAINAGE AND PREVENT PONDING © CONCRETE FOOTING O #4 REBAR CONTINUOUS, VERTICAL, 18" O.C., 3" MIN. CLEAR (TYP.) ® #4 REBAR CONTINUOUS, HORIZONTAL WRAP 18" O.C., 3" MIN. CLEAR (TYP.) O9 CONCRETE PAVING PER PLAN (SEE DETAIL) 10 EXPANSION JOINT 11 ADJACENT FINISHED GRADE 12 COMPACTED SUBGRADE AT 95% RELATIVE COMPACTION PER SOILS REPORT NOTES: 1. COORDINATE CAIRN INSTALLATION WITH FABRICATION ARTS (619) 232 -5087 OR APPROVED EQUAL. 2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO FABRICATION_ REFERENCE POINT SEE DRAWING T -03 SHEET 13 3" SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS NO SCALE CONTRACT NO. LANDSCAPE CONSTRUCTION DETAILS 1143800 DRAWING NO. SHEET NO. LC -03 4s FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I I I w w CABLE TERMINAL LOPE TOP OF ENLARGEMENT DOTING TO RAIN AWAY ROM POST GRAVEL :FILL POST AT RETAINING WALL SLOPE TOP OF IAN ®II�n•. FOOTING TO DRAIN FROM POST A 2 TIT I T� -- 3/4" GRAVEL 418" - BACKFILL POST ON GRADE POST AND WIRE FENCE NO SCALE -4' SECTION W Z U Z IW W - w N v ..5 PLAN METAL GRATE AT CROSSING WITH COBBLE NO SCALE TURNBUCKLE / 8' -0" MAX. DEPTH OF SWALE VARIES (SEE CIVIL DRAWINGS) �� 6" 17— -I ZLU g� Nw �m w ENLARGEMENT - SECTION LEGEND: O CONCRETE CURB ABUTMENT / GRATE SUPPORT. INTEGRAL COLOR: 'TAUPE' BY SOLOMON COLORS OR EQUAL. SEE CIVIL DRAWINGS FOR DEPTH. O METAL GRATES, GRATE TO BE ADA ACCESSIBLE, HIGH HEEL PROOF, SLIP RESISTANT, STAINLESS STEEL, COMPOSED OF SEGMENTS TX VIN SIZE 1 -1/2" THICK, NON - TRAFFIC GRATES WITH BOLT DOWN TABS, ALLOW 8 -12 WEEKS MINIMUM LEAD TIME FOR CUSTOM FABRICATION. BOLT TO CONCRETE WITH COUNTER SUNK WELD LUGS. AVAILABLE THROUGH GRATING PACIFIC (562- 598 -4314) OR APPROVED EQUAL. O COBBLE STONE PER ADJACENT CHART ® SUB GRADE PER GEOTECHNICAL RECOMMENDATIONS /SOILS REPORT O5 4- #4 REBAR CONTINUOUS TOP AND BOTTOM, TYPICAL. VERTICAL STIRRUP @ 24" O.C., TYP. 1" - 3 "'MIXED NOTES: LEGEND: A. ALL HARDWARE SHALL BE 400 SERIES O RETAINING WALL PER CIVIL ENGINEER MARTENSITIC STAINLESS STEEL (TYP.) J QO 1/12/12 CONFORMED COMPACTED SUBGRADE PER SOILS REPORT SHALL BE 200'± INTERMEDIATE TURNBUCKLES O CONCRETE FOOTING wm® 4 O 4x4 IPE WOOD POSTS WITH TEN EQUALLY SPACED C. CABLE SHALL NOT BE SPLICED BETWEEN W < W FACTORY FORMED 9116" THRU HOLES INTERMEDIATE TURNBUCKLES AND END POSTS. 0 0 0 � 3" - 8 "'OASIS' NO. DATE REVISIONS cmm JAKOB ROPE SYSTEMS OR APPROVED EQUAL. PHONE# CONFORM TO SLOPE. m + m o — �oLL 561 - 330 -6502. TURNBUCKLE WITH SWAGED EXTERNAL F. THE CONTRACTOR SHALL VERIFY ALL TURNBUCKLE / 8' -0" MAX. DEPTH OF SWALE VARIES (SEE CIVIL DRAWINGS) �� 6" 17— -I ZLU g� Nw �m w ENLARGEMENT - SECTION LEGEND: O CONCRETE CURB ABUTMENT / GRATE SUPPORT. INTEGRAL COLOR: 'TAUPE' BY SOLOMON COLORS OR EQUAL. SEE CIVIL DRAWINGS FOR DEPTH. O METAL GRATES, GRATE TO BE ADA ACCESSIBLE, HIGH HEEL PROOF, SLIP RESISTANT, STAINLESS STEEL, COMPOSED OF SEGMENTS TX VIN SIZE 1 -1/2" THICK, NON - TRAFFIC GRATES WITH BOLT DOWN TABS, ALLOW 8 -12 WEEKS MINIMUM LEAD TIME FOR CUSTOM FABRICATION. BOLT TO CONCRETE WITH COUNTER SUNK WELD LUGS. AVAILABLE THROUGH GRATING PACIFIC (562- 598 -4314) OR APPROVED EQUAL. O COBBLE STONE PER ADJACENT CHART ® SUB GRADE PER GEOTECHNICAL RECOMMENDATIONS /SOILS REPORT O5 4- #4 REBAR CONTINUOUS TOP AND BOTTOM, TYPICAL. VERTICAL STIRRUP @ 24" O.C., TYP. r CAP SECTION ENLARGEMENT • THE CONTRACTOR FOR APPROVAL BY THE _ © 5/16" DIA. STAINLESS STEEL CABLE LANDSCAPE ARCHITECT. H. DO NOT OVER TENSION CABLE. O7 FINISHED GRADE EVERY OTHER TURNBUCKLE ASSEMBLY NN ® LINE SIZE THREADED PLUG WITH STAINLESS WASHER ALTERNATING ORDER TO MAINTAIN CONSISTENT AND NUT AT BEGINNING OF CABLE RUN. COUNTER SINK TORQUE OVER LENGTH OF POST. CABLE SHALL AND GRIND PLUG FLUSH WITH POST. BE TAUGHT, FREE OF SAG AND REVIEWED BY O CONCRETE DITCH PER CIVIL ENGINEER ENGINEER AT INITIAL CONSTRUCTION STAGE. I CONTRACTOR TO SUBMIT SHOP DRAWINGS TO 10 GALVANIZED STEEL TENSION CABLE 1/4" DIAMETER AT ALL LANDSCAPE ARCHITECT AND OWNER'S TERMINUS POSTS. CONNECT TO POST WITH STAINLESS STEEL SHOULDER EYE BOLT. USE ROPE CLIPS AND REPRESENTATIVE FOR APPROVAL PRIOR TO TURNBUCKLE TO HOLD TENSION ON CABLE. FIELD DRILL FABRICATION AND INSTALLATION. I J. CONTRACTOR TO ANTICIPATE LONG LEAD TIME THRU HOLE IN POST FOR BOLT. - -.1 i I I I I I OF IPE POST MATERIAL AND ORDER MATERIAL - IMMEDIATELY UPON NOTICE TO PROCEED. - III 1 1 III ( 17 COBBLE SIZE: RATIO: 1" - 3 "'MIXED NOTES: LEGEND: A. ALL HARDWARE SHALL BE 400 SERIES O RETAINING WALL PER CIVIL ENGINEER MARTENSITIC STAINLESS STEEL (TYP.) CHECKED BY 5 -13 B. MAXIMUM DISTANCE BETWEEN TURNBUCKLES 2 O COMPACTED SUBGRADE PER SOILS REPORT SHALL BE 200'± INTERMEDIATE TURNBUCKLES O CONCRETE FOOTING SHALL BE PLACED IN LINE, VERTICALLY ALIGNED. 4 O 4x4 IPE WOOD POSTS WITH TEN EQUALLY SPACED C. CABLE SHALL NOT BE SPLICED BETWEEN W < W FACTORY FORMED 9116" THRU HOLES INTERMEDIATE TURNBUCKLES AND END POSTS. 0 0 0 � 3" - 8 "'OASIS' D. POSTS TO BE VERTICAL. O VISSLINE STAINLESS STEEL TURN BUCKLE ASSEMBLY BY E. ALIGNMENT OF HOLES IN POSTS MAY VARY TO JAKOB ROPE SYSTEMS OR APPROVED EQUAL. PHONE# CONFORM TO SLOPE. 561 - 330 -6502. TURNBUCKLE WITH SWAGED EXTERNAL F. THE CONTRACTOR SHALL VERIFY ALL THREAD ENDS, RH /LH AISI 316 FOR 5/16" STAINLESS STEEL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ROPE. TURN BUCKLES MUST BE PLACED BETWEEN EACH ORDERING OR FABRICATING ANY MATERIAL. TERMINAL END AND EQUIDISTANT FROM TERMINALS. G. ALTERNATIVE DETAILS MAY BE SUBMITTED BY TURN BUCKLES MUST BE NO FURTHER THAN 200' APART r CAP SECTION ENLARGEMENT • THE CONTRACTOR FOR APPROVAL BY THE _ © 5/16" DIA. STAINLESS STEEL CABLE LANDSCAPE ARCHITECT. H. DO NOT OVER TENSION CABLE. O7 FINISHED GRADE EVERY OTHER TURNBUCKLE ASSEMBLY NN ® LINE SIZE THREADED PLUG WITH STAINLESS WASHER ALTERNATING ORDER TO MAINTAIN CONSISTENT AND NUT AT BEGINNING OF CABLE RUN. COUNTER SINK TORQUE OVER LENGTH OF POST. CABLE SHALL AND GRIND PLUG FLUSH WITH POST. BE TAUGHT, FREE OF SAG AND REVIEWED BY O CONCRETE DITCH PER CIVIL ENGINEER ENGINEER AT INITIAL CONSTRUCTION STAGE. I CONTRACTOR TO SUBMIT SHOP DRAWINGS TO 10 GALVANIZED STEEL TENSION CABLE 1/4" DIAMETER AT ALL LANDSCAPE ARCHITECT AND OWNER'S TERMINUS POSTS. CONNECT TO POST WITH STAINLESS STEEL SHOULDER EYE BOLT. USE ROPE CLIPS AND REPRESENTATIVE FOR APPROVAL PRIOR TO TURNBUCKLE TO HOLD TENSION ON CABLE. FIELD DRILL FABRICATION AND INSTALLATION. I J. CONTRACTOR TO ANTICIPATE LONG LEAD TIME THRU HOLE IN POST FOR BOLT. - -.1 i I I I I I OF IPE POST MATERIAL AND ORDER MATERIAL - IMMEDIATELY UPON NOTICE TO PROCEED. - III 1 1 III ( 17 COBBLE SIZE: RATIO: A. ALL CONCRETE TO BE INTEGRAL COLOR 'TAUPE' BY SOLOMON COLORS. B. CONTRACTOR TO PROVIDE SHOP DRAWING OF METAL GRATE AND FRAME WITH STRUCTURAL ENGINEER'S STAMP FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. C. GRATE TO SPAN PERPENDICULAR TO THE PREDOMINATE FLOW OF PEDESTRIAN TRAFFIC. D. COBBLE AVAILABLE THROUGH DECORATIVE STONE SOLUTIONS (858) 699 -1878 OR APPROVED EQUAL V PNDS C.4 SCHMIDT DESIGN GROUP, INC. �S�SCHMIDT yo 24S c BALANCING ARTISTIC EXPRESSION IN DESIGN U� v WITH ENVIRONMENTAL SENSITIVITY C> 2655 Fourth Avenue, San Diego, CA 92103 SIDNANRE telephone {619} 236 -1462 facsimile {619} 236 -8792 10 -31 -11 IM JL JL www.schmidtdesign.com RENEWAL DATE Lic. CA 2138, NV 219, Az 34139 `Ip DATE �P BY CHK APRV N C T D PLT DATesla 2otl qrF OF CALtFDR� SDG PRJ# 1 DL12 Handrail Post and Wire F Fence I M 1 ,� � I I —, _ I I WALL ENLARGEMENT - NO SCALE 6" Smooth Concrete Cap / Finished Surface \ / Concrete Walkway L M DESIGNED BY 1" - 3 "'MIXED GS, MJ w BEACH PEBBLE' 20% M Iw- M z 2011 CHECKED BY 5 -13 GS, MJ, JJ 2011 PRJ. ENG. 80% GS, MJ MOASIS' 2„ 4., Z 1" - 3 "'MIXED W < W BEACH PEBBLE' 40% 0 0 0 � 3" - 8 "'OASIS' 60% UQHU A. ALL CONCRETE TO BE INTEGRAL COLOR 'TAUPE' BY SOLOMON COLORS. B. CONTRACTOR TO PROVIDE SHOP DRAWING OF METAL GRATE AND FRAME WITH STRUCTURAL ENGINEER'S STAMP FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. C. GRATE TO SPAN PERPENDICULAR TO THE PREDOMINATE FLOW OF PEDESTRIAN TRAFFIC. D. COBBLE AVAILABLE THROUGH DECORATIVE STONE SOLUTIONS (858) 699 -1878 OR APPROVED EQUAL V PNDS C.4 SCHMIDT DESIGN GROUP, INC. �S�SCHMIDT yo 24S c BALANCING ARTISTIC EXPRESSION IN DESIGN U� v WITH ENVIRONMENTAL SENSITIVITY C> 2655 Fourth Avenue, San Diego, CA 92103 SIDNANRE telephone {619} 236 -1462 facsimile {619} 236 -8792 10 -31 -11 IM JL JL www.schmidtdesign.com RENEWAL DATE Lic. CA 2138, NV 219, Az 34139 `Ip DATE �P BY CHK APRV N C T D PLT DATesla 2otl qrF OF CALtFDR� SDG PRJ# 1 DL12 Handrail Post and Wire F Fence I M 1 ,� � I I —, _ I I WALL ENLARGEMENT - NO SCALE 6" Smooth Concrete Cap / Finished Surface \ / Concrete Walkway L M DESIGNED BY DATE GS, MJ DRAWN BY 5 -13 MJ, AS, AMS, JM 2011 CHECKED BY 5 -13 GS, MJ, JJ 2011 PRJ. ENG. 5 -13 GS, MJ 2011 ACCESSIBLE RAMP AT RETAINING WALL ELEVATION NO SCALE - x'111111111 �' — L. fn 1 III � 1 Retainin g Wall per Civil Drawings. Compacted Subgrade Wall Texture with Heavy Granite per Soils Report Formliner by Fitzgerald Formliners Approximate Limit of Retaining or Approved Equal Wall Footing below finished grade per Civil Drawings 3 C 1 IIlElli ��1n�waln 4„ J NOTE: SEE STRUCTURAL DRAWINGS S -01 *3 AND S -02 FOR MORE DETAIL section elevation FLUTED RIB TEXTURE ENLARGEMENT UNDERPASS ARCHITECTURAL TREATMENT NO SCALE San Diego's Regional Planning Agency 6" SMOOTH CONCRETE WALL CAP. COLOR: 'CANVAS' BY SOLOMON COLORS POURED IN PLACE CONCRETE RETAINING WALL PER CIVIL /STRUCTURAL DRAWINGS WITH 'HEAVY GRANITE' FORM LINER BY FITZGERALD FORMLINERS OR APPROVED EQUAL. INTEGRAL COLOR:TO MATCH'CANVAS'BY SOLOMON COLORS. HANDRAIL PER DETAIL CONCRETE WALKWAY, PER DETAIL WALL FOOTING PER CIVIL - COMPACTED SUBGRADE PER SOILS REPORT AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: LEGEND: OPRECAST GIRDER PER CIVIL / STRUCTURAL DRAWINGS WITH 1" DEPTH INTEGRAL COLOR CONCRETE. FLUTED RIB TEXTURE, SEE ENLARGEMENT. COLOR: 'BUCKWHEAT' BY SOLOMON COLORS OR APPROVED EQUAL. O8" HIGH, 3/4" DEPTH RECESSED TEXT INTO CONCRETE, 'TIMES NEW ROMAN' FONT. "Vulcan Avenue" AT WEST SIDE, "Coast Highway 101" AT EAST SIDE WITH ARROWS AS SHOWN. UPPER AND LOWER CASE LETTERING. INSET LETTERS AND ARROWS SHALL BE PAINTED BLACK WITH TWO COATS OF EXTERIOR ENAMEL. OPRECAST COLUMNS AND BENT CAP PER CIVIL / STRUCTURAL DRAWINGS WITH INTEGRAL COLOR CONCRETE. COLOR: 'BUCKWHEAT' BY SOLOMON COLORS OR APPROVED EQUAL. OPRECAST ABUTMENTS PER CIVIL / STRUCTURAL DRAWINGS WITH INTEGRAL COLOR CONCRETE. COLOR: 'BUCKWHEAT' BY SOLOMON COLORS OR APPROVED EQUAL. O SANDBLAST ALL PRECAST EXTERIOR FACES FOR CONSTRUCTION PLAN, LEGEND AND NOTES SEE SHEETS LC -01 SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS NO SCALE CONTRACT NO. LANDSCAPE CONSTRUCTION DETAILS 1143800 AND SECTIONS DRAWING NO. SHEET NO. LC -04 4s FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I I I I 0093 -S-t a W H i 0 � coo u'6 o s LL •mm o v — 0 LL DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE, OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN -OFF, OVER - SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS - CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE SAN DIEGUITO WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER THE SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M- TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET SAN DIEGUITO WATER DISTRICTS RULES AND REGULATIONS. 10. NON - DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER - SPRAYING ON SIDEWALKS, STREETS AND NON - DESIGNATED USE AREAS- 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS- 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR -CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON- POTABLE OR RECYCLED WATER," COLOR -CODED (PURPLE), AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON -SITE SYSTEMS (POST- METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER, AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND /OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTER LINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST 12 (TWELVE) INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST 12 (TWELVE) INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN 12 INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE SAN DIEGUITO WATER DISTRICT'S RULES AND REGULATIONS. LANDSCAPE ARCHITECTURAL CONSTRUCTION DRAWINGS FOR SANTA FE PEDESTRIAN UNDERPASS ENCINITAS, CALIFORNIA 19. THE REQUIRED CROSS - CONNECTION INSPECTION SHALL BE DONE BY EITHER THE 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT SAN DIEGUITO WATER DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF DRINKING FOUNTAINS AND /OR DESIGNATED OUTDOOR EATING ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED AREAS ON THIS SITE. TO THE NON - INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON -SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOWICROSS- CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGUITO WATER DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY CONTACT: (NAME) Bob Keeley, Parks & Beach Supervisor, City of Encinitas AT (NUMBER) (760- 633 - 2740). AFTER HOURS CONTACT (NAME) Bob Keeley, Parks & Beach Supervisor, City of Encinitas 18. DEVLOPER /CONTRACTOR SHALL CONDUCT A CROSS - CONNECTION TEST AS AT (NUMBER) (760- 633 - 2740). DIRECTED BY THE SAN DIEGUITO WATER DISTRICT AND THE SAN DIEGO COUNTY 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS, INCLUDING FIRE MAINS AND DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT, WATER. SHALL BE SHOWN ON THE PLANS. 1/12/12 1 CONFORMED N0. I DATE REVISIONS mm MEM `ANDSCAPI� SCHMIDT DESIGN GROUP, INC. kD c�CHMIDT A 10 qPC� BA IANU NG ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY l 2655 Fourth Avenue, San Diego, CA 921o3 SMATURE telephone f6i9} 236 -1462 facsimile {619} 236 -8792 10 -31 -11 www.schmidtdesign.com RENEwAE AtE Lic. CA 2138, NV 219, Az 34139 `Pr DAI �P PIDATE: 51113 zD11 T qTf OF CAlx1f PRJ& IOAl2 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER- SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS, OR OTHER APPROVED METHODS. DESIGNED BY DATE GS, MJ 2 DRAWN BY 5 -13 MJ, AS, AMS, JM 2011 CHECKED BY 5 -13 GS, MJ, JJ 2011 PRJ. ENG. 5 -13 G 2011 AS BUILT CORRECTIONS BY CONTRACT No. 1143800 DATE: "i3 Owner City of Encinitas Landscape Architect Schmidt Design Group 2655 Fourth Avenue San Diego, CA 92103 (619)236 -1462 Recycled Water Irrigation Sheet Index Project Address Undercrossing at S. Vulcan Ave & Santa Fe Drive Encinitas, CA 1 IRRIGATION TITLE SHEET LI -01 2 IRRIGATION LEGEND AND PLAN LI -02 3 IRRIGATION NOTES LI -03 4 IRRIGATION DETAILS LI -04 5 IRRIGATION DETAILS LI -05 6 IRRIGATION DETAILS LI -06 COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division GLENN LEEKS DATE EHS III SAN DIEGUITO WATER DISTRICT AM E _ _ DATE 3 SAN ELIJO JOINT POWERS AUTHORITY .4 6 L?_ CHRIS TREES DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 1 UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF SAN DIEGO, THE SAN DIEGO MUNICIPAL WATER DISTRICT, THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. GLEN SCHMIDT SCHMIDT DESIGN GROUP,INC. 2655 FOURTH AVENUE SAN DIEGO, CA 92103 PHONE NO. 858 - 236 -1462 GLEN SCHMIDT, FASLA REGISTRATION NO. 2138 EXP. 10/3112011 San Diego's Regional Planning Agency DATE ORANGE COUNTY SAN ONOFRE`� A i0 00 2 PROJECT SITE VICINITY SAN DIEGO COUNTY FALLBROOK CARLSBAD ENCINITAS VISTA 78 76 &4" HOWES SANTA FE DRIVE PEDESTRIAN UNDERPASS SCALE 1 =40 -0 CONTRACT NO. LANDSCAPE IRRIGATION 1143800 TITLE SHEET DRAWING N °. LI -01 FOR REDUCED PLANS u l ORIGINAL SCALE IS IN INCHES I I I SHEET NO, 50 2 3 1 1 oo93 -S-►- S VULCAN AVE a ACP POTABLE WATER LINE "Do not Drink" Recwled s J EXISTING 12 "`! { ACP POTABLE WATER LINE LimitLo`f 0 14 15 1" 4.5 16 1'° 15.1 17 --_ ,�• 1" 10.2 �$ a 1" 5.1 10 \ (� 11'.14.7 1" 5.2 �- R/W Limit Q f�j K J`- 2 h CRITICAL ANALYSIS 1" Generated: 2010 -10 -28 10:31 P.O.C. NUMBER:01 30.00 psi h w.w 0.00 psi FLOW AVAILABLE 0.97 psi Water Meter Size: 2" 1/12/12 CONFORMED PRESSURE AVAILABLE 34.17 psi Static Pressure at POC: 59.00 psi Elevation Change: 5.00 ft Service Line Size: 2" Length of Service Line: 20.00 ft Pressure Available: 56.00 psi ®° 1.90 psi Maximum Station Flow: 18.51 gpm 0 9 NO. DATE REVISIONS L 30 12" popup with check valve, pressure regulator, purple cap. EST maZ 0.61 4'x15' 12" popup with check valve, pressure regulator, purple cap. 0 CRITICAL ANALYSIS 1" Generated: 2010 -10 -28 10:31 P.O.C. NUMBER:01 30.00 psi Water Source Information: 0.00 psi FLOW AVAILABLE 0.97 psi Water Meter Size: 2" Flow Available: 70.55 gpm PRESSURE AVAILABLE 34.17 psi Static Pressure at POC: 59.00 psi Elevation Change: 5.00 ft Service Line Size: 2" Length of Service Line: 20.00 ft Pressure Available: 56.00 psi DESIGN ANALYSIS 1.90 psi Maximum Station Flow: 18.51 gpm Flow Available at POC: 70.55 gpm Residual Flow Available: 52.04 gpm MEN NNE mmm O / ADDITIONAL BOX FOR HOSE CONNECTION - f-trrigation -point of connection Contractor -to _ field verify actual location. M BF S M FS t 141518 17 13 V 2W o C 11I 8.9 Ze A451. 1 - Future Recycled Water �POC/Meter - Exact location - - -to -bee determined See electrical plans for power connection for controller. - -- -- SA LIJO AVE 18 1" 12.1 19 11/2" 18.5 12 1" T9.9 R/W d Caution: 12" HP Gas line located below. Adjust piping and head locations to avoid gas line. PVC Down Drain Limit of Work , Lim ._- ( l i Limit of Work NEW FENCE RELOCATION Ex TO AVOID CONFLICT IRRIGATION SCHEDULE - -- SYMBOL MANUFACTURER/MODEL �L Hunter MP1000 w/ Rainbird1812 -P45 -SAM -R '9 1" 5.1 Hunter MP2000 w/ Rainbirdl812 -P45 -SAM -R 4 1" 7.9 �Y Hunter MP3000 w/ Rainbird1812 -P45 -SAM -R 0 3 1 197 1" 13.6 b Hunter MP Corner w/ Rainbird 1812- P45SAM -R ® Hunter MP Strip w/ Rainbird 1812- P45SAM -R -" a --�'� •�'- .'�'.�. --•-- -" - "Do not Drii HIGHWAY 101 Water Sign Critical Station: 19 Design Pressure: 30.00 psi Loss Elev. high head to valve: 0.00 psi Pipe Loss Critical Head: 0.97 psi Loss Fitting Factor: 0.10 psi Loss through Valve: 3.10 psi Pressure Req. at Critical Station: 34.17 psi Loss for Fittings: 0.01 psi Loss for Main Line: 0.14 psi Loss for POC to Valve Elevation: -0.43 psi Loss for Backftow: 13.40 psi Loss for Master Valve: 2.10 psi Loss for Water Meter: 1.90 psi Critical Station Pressure at POC: 51.29 psi Pressure Available: 56.00 Dsi Residual Pressure Available: 4.71 psi ® Hunter MP Strip w/ Rainbird 1812 -P45 -SAM -R ® Hunter MP Strip w/ Rainbird 1812 -P45 -SAM -R 360 Rain Bird 1812 - SAM - PRS -NP Scrunlnr qR0 �' y 12" popup with check valve, pressure regulator, purple cap. 90 -210 SCALE 1'= 20' 1 210 -270 Z � 0 Rain Bird 1812 -SAM- PRS -NP 6 Series VAN SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone [619l236-1462 facsimile 1619l236-8792 www.schmidtdesign.com II CA 2138, NV 219, Az 34139 10412 12" popup with check valve, pressure regulator, purple cap. 20 10 0 20 40 ® Rain Bird 1812SAM- PRS -NP 5 Series MPR 360 12" popup with check valve, pressure regulator, purple cap. Scrunlnr qR0 �' y GS, MJ 90 -210 SCALE 1'= 20' 1 210 -270 DRAWN BY 5 -13 0.39 ® Rain Bird 1812SAM- PRS -NP 8 Series VAN . 12" popup with check valve, pressure regulator, purple cap. 5 -13 Rain Bird 1812- SAM - PRS -NP 8 Series MPR ® 12" popup with check valve, pressure regulator, purple cap. DA ' OF CAUFO��\P PRJ. ENG. 5 -13 LCS GS, MJ l 45 0.23 5'x15' SST ® Rain Bird 1812 - SAM - PRS -NP 10 Series VAN 30 12" popup with check valve, pressure regulator, purple cap. EST Rain Bird 1812 - SAM - PRS -NP 15 Strip Series 0.61 4'x15' 12" popup with check valve, pressure regulator, purple cap. 0 0.49 4'x15' RCS 0 0.49 4`x15' SST 0 121 4'x30' Adj 0 5' 360 SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone [619l236-1462 facsimile 1619l236-8792 www.schmidtdesign.com II CA 2138, NV 219, Az 34139 10412 ad wall to remain, ARC PSI GPM RADIUS DET 90 -210 DESIGNED BY DATE LpNOS CgpF, 360 360 Scrunlnr qR0 �' y GS, MJ 90 -210 45 _ 210 -270 DRAWN BY 5 -13 0.39 MJ, AS, AMS, JIM 2011 9G,AIURE 10 -31 -11 CHECKED BY 5 -13 DA - 2 DS-2 44 -11 GS, MJ, JJ 2011 DA ' OF CAUFO��\P PRJ. ENG. 5 -13 LCS GS, MJ 2011 ad wall to remain, ARC PSI GPM RADIUS DET 90 -210 45 12' 41 Lt 210 -270 360 360 1.58 0.80 1 90 -210 45 18' 210 -270 90 360 0.39 1.56 90 -210 45 27' 210 -270 90 360 0.12 3.86 Adj 45 12' LCS 45 0.23 5'x15' RCS 45 0.23 5'x15' SST 45 0.47 5'x30' CST 30 1.21 4'x30' EST 30 0.61 4'x15' LCS 30 0.49 4'x15' RCS 30 0.49 4`x15' SST 30 121 4'x30' Adj 30 5' 360 30 0.41 4' 180 30 020 4''.. 90 30 0.10 4' 120 30 0.13 4' Adj 30 7' 360 30 1.05 7' 180 30 0.52 7' 90 30 0.26 7' 120 30 0.35 7' Adj 30 9' SST 30 1.73 9'x18' 360 30 1.58 9' 180 30 0.79 9' 90 30 0.39 & 120 30 0.53 9' AIL 05 SYMBOL MANUFACTURER/MODEL 0 Rain Bird 1812 - SAM - PRS -NP Xeri-PC Nozzle, purple cap. G is 4 ARC PSI GPM RADIUS DETAIL VAN 30 0.20 2.5'x5' 4 / LI -05 LCS 30 0.12 2.6x2.5' -sue 360 30 0.40 8'x8' 180 30 0.20 4'x8' Stainless steel ball valve with brass housing, line size with 90 30 0.12 4'x4' SYMBOL MANUFACTURER/MODEUDESCRIPTION DETAIL Valve Callout # Valve Number Rain Bird GB 1 / LI -05 San Diego's Regional Planning Agency Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall be 2x Dia. to allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. Point of Connection W to be a 2" Meter with 2" Service Line & 2" Backflow Preventer. Elevation: 95ft. Static Pressure: 59.00psi #° # Valve Flow Valve Size NOTE: 1. MAINTAIN A MINIMUM 4' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION FROM ALL POTABLE WATER AND SEWER LINES (TYP). AS BUILT ® Reclaimed Water "Do Not Drink" Sign 71 LI -04 9=k yft FOR IRRIGATION NOTES AND DETAILS SEE SHEETS LI -02 TO LI -04 CORRECTIONS BY CONTRACT NO. 1143800 DATE: SANTA FE DRIVE PEDESTRIAN UNDERP LANDSCAPE IRRIGATION LEGEND AND PLAN FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES L SCALE 1_20,_0" Brass Electric Remote Control Valve with Purple Tag for CONTRACT NO. 1143800 Reclaimed Water SHEET NO. 51 A Nelson 7645 3 3 / LI -05 -sue V brass quick coupler valve with Acme threads, with locking rubber cover and purple cap with reclaimed water warning. Watts FBV -3C -SS 2 / LI -05 Stainless steel ball valve with brass housing, line size with purple handle Superior3200 3 /LI-04 Master Valve for 2 1/2" mainline, normally closed 8F Wilkins 975XL - 2" size 1 / LI -04 Reduced Pressure Backflow device in lockable expanded metal cage. © Calsense Controller ET2000e- 24- GR- RRe /SSe -R IGR- Stubby /CommlYr 5, 6, 7 / LI -05 Calsense ET2000e 24 station controller with GPRS Modem, integrated radio remote board in top -open stainless steel enclosure with GPRS antenna. FS Calsense FMB -1 2 / LI -04 Brass Flow sensor assembly Use 14 gauge wire from flow meter to controller. MO Water Meter, Potable 2" size TS Reclaimed Water Cross Connection Test Station 2 / LI -06 Irrigation Lateral Line: Purple PVC Class 200 SDR 21 6/ LI -04 Only lateral transition pipe sizes 1" and above are indicated on the plan, with all others being 314" in size. - Irrigation Mainline: Purple PVC Schedule 40 and Class 315 61 LI -04,1 / LI -06 .®""®""..... ........ Pipe Sleeve: PVC Schedule 40 S 1 LI -04 San Diego's Regional Planning Agency Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall be 2x Dia. to allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. Point of Connection W to be a 2" Meter with 2" Service Line & 2" Backflow Preventer. Elevation: 95ft. Static Pressure: 59.00psi #° # Valve Flow Valve Size NOTE: 1. MAINTAIN A MINIMUM 4' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION FROM ALL POTABLE WATER AND SEWER LINES (TYP). AS BUILT ® Reclaimed Water "Do Not Drink" Sign 71 LI -04 9=k yft FOR IRRIGATION NOTES AND DETAILS SEE SHEETS LI -02 TO LI -04 CORRECTIONS BY CONTRACT NO. 1143800 DATE: SANTA FE DRIVE PEDESTRIAN UNDERP LANDSCAPE IRRIGATION LEGEND AND PLAN FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES L SCALE 1_20,_0" CONTRACT NO. 1143800 DRAWING N0. LH SHEET NO. 51 1 2 I I I 3 I I o©q3 -sue STANDARD IRRIGATION NOTES: 1. THE IRRIGATION SYSTEM DESIGN IS BASED ON AN AVAILABLE WATER PRESSURE OF 59.00 PSI AT WATER SERVICE. WATER COMPANY: SAN DIEGUITO WATER DISTRICT. PHONE NUMBER: (760) 633 -2792. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION AND REPORT ANY DIFFERENCES TO THE OWNER'S REPRESENTATIVE. 2. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE ALL PIPING, VALVES, BACKFLOW PREVENTERS, AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAVING OR CURB. 3_ EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, CONDUITS, AND UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR AN UNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS. NOTIFY THE OWNER IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE. 4. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED. 5. USE TWO WRAPS OF THREE - QUARTER INCH (3/4 ") TEFLON TAPE FOR ALL THREADED VALVE CONNECTIONS. 6. PROVIDE PULL BOXES FOR CONTROL WIRING LOCATED UNDER PAVING AT ALL CHANGES IN DIRECTION GREATER THAN FORTY -FIVE (45) DEGREES AND WHERE WIRE RUNS EXCEED TWO HUNDRED FEET (200') IN LENGTH. WIRE SPLICES SHALL BE MADE IN PULL BOXES OR CONTROL VALVE BOXES ONLY. 7. AUTOMATIC IRRIGATION CONTROLLER IS TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF FIELD WIRES TO APPROPRIATE TERMINAL STRIPS. 8. CONTRACTOR TO ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITY BOXES,LIGHT POLES,FIRE HYDRANTS,FENCES, BUILDINGS AND OTHER IMPROVEMENTS. VERIFY ALL SPRINKLER HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 9. WHERE TRENCHING NEAR TREE ROOTS, TAKE EXTREME CAUTION. NOTIFY OWNER AND LANDSCAPE ARCHITECT WHEN TRENCHING OPERATIONS HAVE SEVERED TREE ROOTS GREATER THAN THREE INCHES IN DIAMETER. 10. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS. 11. CONTRACTOR SHALL INSTALL IN -LINE ANTI -DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE AS DIRECTED BY THE RESIDENT ENGINEER. 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. 13. THE CONTRACTOR SHALL KEEP AN UP -TO -DATE COMPLETE "AS- BUILT" RECORD SET OF PRINTS WHICH SHALL BE UPDATED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DESIGN. 14. LATERAL LINE END RUNS SHALL BE 314" UNLESS OTHERWISE NOTED. 15. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN GENERAL AREAS SHOWN ON PLAN. VALVES SHALL BE LOCATED IN PLANTING AREAS AND IMMEDIATELY ADJACENT TO WALKS, CURBS, OR PAVING AREAS AND SET AT RIGHT ANGLES TO EDGES. INSTALL VALVES BOXES 6" FROM EDGES OF HARDSCAPE AREAS. 16. IRRIGATION LINES SHALL BE INSTALLED IN PLANTING AREAS WHERE EVER FEASIBLE AND WITHIN 12" OF PLANTING AREA EDGES UNLESS SHOWN OTHERWISE. MEN ®®E 17. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL PIPING DISTURBED DURING TRENCHING OPERATION. 18. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. 19. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVE BOXES WITH THE FOLLOWING LABELS. ALL LETTERS SHALL BE TWO INCHES (2 ") HIGH. LETTERING ON VALVE BOX LIDS SHALL BE PLACED ON THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME DIRECTION. CONTROL VALVE BOXES SHALL BE LABELED WITH CONTROLLER DESIGNATION CONSECUTIVELY A -1, A -2, A -3, ETC. QUICK COUPLER VALVE BOXES SHALL BE LABELED "QCV" STUB OUT BOXES SHALL BE LABELED "SO" EXTRA CONTROL WIRE BOXES SHALL BE LABELED "LVW" 20. ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL. 21. CONTRACTOR WILL BE RESPONSIBLE FOR ANY CITY OF ENCINITAS BUILDING PERMITS OR ENCROACHMENT EASEMENT PERMITS NECESSARY FOR WORK. 22. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO ANY TRENCHING OPERATIONS. THE RESIDENT ENGINEER AND CONTRACTOR TO DISCUSS TRENCHING OPERATIONS AROUND TREES AND PLANT MATERIAL TRIMMING REQUIREMENTS. 23. CONTRACTOR SHALL FLUSH ALL MAINLINES PRIOR TO INSTALLATION OF VALVES AND ALL LATERAL LINES PRIOR TO INSTALLATION OF HEADS. 24. CONTRACTOR SHALL COORDINATE WITH CITY OF ENCINITAS FOR THE INSTALLATION OF WATER METERS AND SERVICE LINE. ALL PERMITS, FEES, CAPACITY CHARGES, ETC. SHALL BE PAID BY THE OWNER. 25. PROVIDE 1 SPARE CONTROL WIRE FROM CONTROLLER TO EACH VALVE MANIFOLD. LOOP WIRE INTO EACH VALVE BOX AND TERMINATE IN VALVE BOX FURTHEST FROM CONTROLLER. PROVIDE MINIMUM 18" WIRE LOOP AT EACH VALVE BOX. COLORS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLACEMENT. 26. PROVIDE 1 SPARE COMMON WIRE FROM CONTROLLER LOOPED THROUGH ALL VALVE BOXES ON THE SITE. PROVIDE MINIMUM 18" WIRE LOOP AT EACH VALVE BOX. COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLACEMENT. 27. CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT SHOWN ON THE PLANS UNLESS OTHERWISE INDICATED. INSPECTION PROCEDURES CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH DEPTH C_ REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D_ PIPE IDENTIFICATION (P.O.C.'s) POINTS OF CONNECTION E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS F. WARNING SIGNS AT THE SITE AND ON THE TRUCK HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION) DISTRICT FINAL INSPECTIONS SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THAT ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. ALL ASPECTS OF THE IRRIGATION CONDITION INCLUDING WIND BLOWN SPRAY, RUN -OFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. LANDS Cq pF� SCHMIDT DESIGN GROUP, INC. �S��PSCHMiDr BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY v 2655 Fourth Avenue, San Diego, CA 92103 SMA telephone {619) 236 -1462 facsimile {619) 236 -8792 10 -31 -11 www.schmidtdesign.com RENEWAL DATE CS'- z,-1 -1 j Lic. CA 2138, NV 219, Fz 34139 `rT DAM 'Q' DATF snanon 9TF OF' CAOfO PRJ#f0 -012 SAN DIEGUITO WATER DISTRICT RECYCLED WATER IRRIGATION NOTES: 1) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "RULES AND REGULATIONS FOR RECYCLED WATER SERVICE WITHIN THE SAN DIEGUITO WATER DISTRICT." 2) DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BARBECUES, PLAYGROUNDS, ETC. 3) BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE PONDING, RUN -OFF, OVER -SPRAY AND MISTING. 4) HOSE BIBS ARE STRICTLY PROHIBITED UNLESS DESIGNED AND OPERATED IN A MANNER ACCEPTABLE TO THE DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 5) ON -SITE CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE LINES ARE STRICTLY PROHIBITED. 6) NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE DISTRICT. 7) ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER DISTRICT RULES AND REGULATIONS. 8) HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. 9) BURIAL OF ALL WIRING AND PIPING SHALL BE PER DISTRICT RULES AND REGULATIONS. 10) NON - DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11) IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER - SPRAYING ON SIDEWALKS, STREETS AND NON - DESIGNATED USE AREAS. 12) RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER DISTRICT RULES AND REGULATIONS. 13) ALL RECYCLED WATER APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR -CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14) ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON- POTABLE OR RECYCLED WATER ", COLOR -CODED PURPLE AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER DISTRICT RULES AND REGULATIONS. 15) ON NEW ON -SITE SYSTEMS, POTABLE WATER, CONSTANT PRESSURE RECYCLED AND SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE GOVERNING REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16) CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE (12) INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE (12) INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17) IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE (12) INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER DISTRICT RULES AND REGULATIONS. 18) DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS - CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 19) THE REQUIRED CROSS - CONNECTION INSPECTION SHALL BE DONE BY EITHER THE DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 20) THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. DESIGNED BY DATE GS, MJ DRAWN BY 5 -13 MJ, AS, AMS, JM 2011 CHECKED BY 5 -13 GS, MJ, JJ 2011 PRJ. ENG. Q 1/12/12 CONFORMED sm: o g m NO. DATE REVISIONS o m o — J 0 4 MEN ®®E 17. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL PIPING DISTURBED DURING TRENCHING OPERATION. 18. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. 19. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVE BOXES WITH THE FOLLOWING LABELS. ALL LETTERS SHALL BE TWO INCHES (2 ") HIGH. LETTERING ON VALVE BOX LIDS SHALL BE PLACED ON THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME DIRECTION. CONTROL VALVE BOXES SHALL BE LABELED WITH CONTROLLER DESIGNATION CONSECUTIVELY A -1, A -2, A -3, ETC. QUICK COUPLER VALVE BOXES SHALL BE LABELED "QCV" STUB OUT BOXES SHALL BE LABELED "SO" EXTRA CONTROL WIRE BOXES SHALL BE LABELED "LVW" 20. ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL. 21. CONTRACTOR WILL BE RESPONSIBLE FOR ANY CITY OF ENCINITAS BUILDING PERMITS OR ENCROACHMENT EASEMENT PERMITS NECESSARY FOR WORK. 22. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO ANY TRENCHING OPERATIONS. THE RESIDENT ENGINEER AND CONTRACTOR TO DISCUSS TRENCHING OPERATIONS AROUND TREES AND PLANT MATERIAL TRIMMING REQUIREMENTS. 23. CONTRACTOR SHALL FLUSH ALL MAINLINES PRIOR TO INSTALLATION OF VALVES AND ALL LATERAL LINES PRIOR TO INSTALLATION OF HEADS. 24. CONTRACTOR SHALL COORDINATE WITH CITY OF ENCINITAS FOR THE INSTALLATION OF WATER METERS AND SERVICE LINE. ALL PERMITS, FEES, CAPACITY CHARGES, ETC. SHALL BE PAID BY THE OWNER. 25. PROVIDE 1 SPARE CONTROL WIRE FROM CONTROLLER TO EACH VALVE MANIFOLD. LOOP WIRE INTO EACH VALVE BOX AND TERMINATE IN VALVE BOX FURTHEST FROM CONTROLLER. PROVIDE MINIMUM 18" WIRE LOOP AT EACH VALVE BOX. COLORS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLACEMENT. 26. PROVIDE 1 SPARE COMMON WIRE FROM CONTROLLER LOOPED THROUGH ALL VALVE BOXES ON THE SITE. PROVIDE MINIMUM 18" WIRE LOOP AT EACH VALVE BOX. COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLACEMENT. 27. CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT SHOWN ON THE PLANS UNLESS OTHERWISE INDICATED. INSPECTION PROCEDURES CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH DEPTH C_ REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D_ PIPE IDENTIFICATION (P.O.C.'s) POINTS OF CONNECTION E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS F. WARNING SIGNS AT THE SITE AND ON THE TRUCK HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION) DISTRICT FINAL INSPECTIONS SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THAT ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. ALL ASPECTS OF THE IRRIGATION CONDITION INCLUDING WIND BLOWN SPRAY, RUN -OFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. LANDS Cq pF� SCHMIDT DESIGN GROUP, INC. �S��PSCHMiDr BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY v 2655 Fourth Avenue, San Diego, CA 92103 SMA telephone {619) 236 -1462 facsimile {619) 236 -8792 10 -31 -11 www.schmidtdesign.com RENEWAL DATE CS'- z,-1 -1 j Lic. CA 2138, NV 219, Fz 34139 `rT DAM 'Q' DATF snanon 9TF OF' CAOfO PRJ#f0 -012 SAN DIEGUITO WATER DISTRICT RECYCLED WATER IRRIGATION NOTES: 1) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "RULES AND REGULATIONS FOR RECYCLED WATER SERVICE WITHIN THE SAN DIEGUITO WATER DISTRICT." 2) DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BARBECUES, PLAYGROUNDS, ETC. 3) BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE PONDING, RUN -OFF, OVER -SPRAY AND MISTING. 4) HOSE BIBS ARE STRICTLY PROHIBITED UNLESS DESIGNED AND OPERATED IN A MANNER ACCEPTABLE TO THE DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 5) ON -SITE CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE LINES ARE STRICTLY PROHIBITED. 6) NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE DISTRICT. 7) ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER DISTRICT RULES AND REGULATIONS. 8) HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. 9) BURIAL OF ALL WIRING AND PIPING SHALL BE PER DISTRICT RULES AND REGULATIONS. 10) NON - DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11) IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER - SPRAYING ON SIDEWALKS, STREETS AND NON - DESIGNATED USE AREAS. 12) RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER DISTRICT RULES AND REGULATIONS. 13) ALL RECYCLED WATER APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR -CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14) ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON- POTABLE OR RECYCLED WATER ", COLOR -CODED PURPLE AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER DISTRICT RULES AND REGULATIONS. 15) ON NEW ON -SITE SYSTEMS, POTABLE WATER, CONSTANT PRESSURE RECYCLED AND SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE GOVERNING REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16) CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE (12) INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE (12) INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17) IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE (12) INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER DISTRICT RULES AND REGULATIONS. 18) DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS - CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 19) THE REQUIRED CROSS - CONNECTION INSPECTION SHALL BE DONE BY EITHER THE DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 20) THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. DESIGNED BY DATE GS, MJ DRAWN BY 5 -13 MJ, AS, AMS, JM 2011 CHECKED BY 5 -13 GS, MJ, JJ 2011 PRJ. ENG. 5 -13 GS, MJ 2011 San Diego's Regional Planning Agency 21) AN ON -SITE WATER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPER-1 WITH THE BASIC CONCEPTS OF BACKFLOW/ CROSS CONNECTION PROTECTION, THE DISTRICT RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF RECYCLED WATER SYSTEM. IN CASE OF EMERGENCY CONTACT: (NAME) Bob Keeley, Parks & Beach Supervisor, City of Encinitas AT (NUMBER) (760- 633 - 2740). AFTER HOURS CONTACT (NAME) Bob Keeley, Parks & Beach Supervisor, City of Encinit. AT (NUMBER) (760- 633 - 2740). 22) ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATERCOURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23) CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND /OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24) EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ET 25) A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREA IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED MFTI-Inng AS BUILT CORRECTIONS BY ICJ%— 4110m CONTRACT NO. 1143800 DATE: FOR IRRIGATION PLAN SEE SHEET U -01; FOR IRRIGATION DETAILS SEE SHEETS LI -03 TO U -04 SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS NO SCALE CONTRACT NO. LANDSCAPE IRRIGATION 1143800 NOTES DRAWING NO. SHEET NO. LI-03 52 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I I I I LEGEND: A I B 1� PROTECTIVE ENCLOSURE PER O BRASS WYE STRAINER PLANS INSTALL PER THE 4" (LINE SIZE) W/ 30 MESH MANUFACTURER'S SPECS. * MONEL SCREEN. 2O 2" REDUCED PRESSURE ® BRASS THREADED RISER BACKFLOW PREVENTION LENGTH AS NEEDED DEVICE. MODEL: WILKINS 975XL Q BRASS MALE ADAPTER BACKFLOW PREVENTER ASSEMBLY O FLOW SENSOR PER LEGEND. O9 WIRE CONNECTORS. COIL 30" LENGTH OF NTS LEGEND U MAINLINE FROM SOURCE @ DEPTH PER SPECS. SEE STANDARD DETAIL 1 -12. O BALL VALVE IN VALVE BOX. SEE IRRIGATION LEGEND. O MAINLINE @ 12" DEPTH. SEE PLAN FOR SIZE. MANIFOLD PIPE -SAME SIZE AS MAINLINE LOCATED UNDERNEATH VALVE BOXES. ® REMOTE CONTROL VALVES IN VALVE BOX. QUANTITY PER PLAN. PROVIDE A 12" SEPARATION BETWEEN VALVE BOXES. SEE IRRIGATION LEGEND. O QUICK COUPLER VALVE IN VALVE BOX. PROVIDE A 12" SEPARATION BETWEEN VALVE BOXES. SEE IRRIGATION LEGEND. © EDGE OF WALK, LAWN, CURB, ETC. © 4" THICK CONCRETE PAD O7 COPPER THREADED ELL (2 REQUIRED) ® 4" TYPE "K" COPPER NIPPLE U9 FINISH SURFACE 10 SCH. 40 PVC MALE ADAPTER 11 PVC SUPPLY LINE PER PLANS FROM METER 192 CONCRETE THRUST BLOCKS. 1 CUBIC FT. MIN. 13 LINE SIZE BALL VALVE PER DETAIL 14 TYPE "K" COPPER LINE (SIZE PER PLAN) WITH COPPER SOLDER FITTINGS AS REQ'D. NOTE: ALL MANIFOLD PIPING TO BE PURPLE PVC AND ALL VALVES SHALL HAVE PURPLE TOP FOR RECYCLED WATER. NOTES: A. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF WALK, LAWN, CURB, ETC, B. LOCATE VALVES IN SHRUB /GROUND COVER AREAS WHERE POSSIBLE. C. HEAT BRAND ALL VALVES D. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. E. ALL VALVE BOXES SHALL BE PURPLE WITH LOCKING COVERS FOR RECLAIMED WATER. F. ALL VALVES SHALL BE LABELED WITH'DO NOT DRINK.' MANIFOLD CONFIGURATION FOR RECLAIMED WATER NO SCALE a ° W0 1/12/12 CONFORMED A_ } NO. DATE REVISIONS NOTES: A. ALL VALVES, FITTINGS & PIPES SHOWN ARE TO BE LINE SIZED EXCEPT WHERE INDICATED. B. INSTALLATION SPECIFICATIONS SHOWN ARE SCHEMATIC AND DO NOT SUPERCEDE OR REPLACE ANY CITY OR STATE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE CODES. C. ALL THREADED CONNECTIONS SHALL BE SEALED WITH OVERLAPPING TURNS OF TEFLON TAPE SUFFICIENT TO PREVENT LEAKAGE. D. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON INSTALLATION BY A CERTIFIED BACKFLOW DEVICE TESTER. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH WRITTEN TEST RESULTS COMPLETED BY A CERTIFIED BACKFLOW TESTER PRIOR TO BACKFLOW PREVENTER ASSEMBLY'S ACCEPTANCE BY THE ENGINEER. E. ALL METAL IN CONTACT WITH CONCRETE SHALL BE POLYETHYLENE WRAPPED USING 2" WIDE PLASTIC BACKED ADHESIVE TAPE MIN. 2 MILS. THICK WITH 1/2" OVERLAP. F. FACTORY ASSEMBLED DOUBLE CHECK ASSEMBLY REDUCED PRESSURE PRINCIPLE ASSEMBLY SHALL BE INCLUDED IN THE LATEST EDITION OF THE "APPROVED FOR SERVICE ISOLATION IN CALIFORNIA PUBLIC WATER SYSTEMS" ISSUED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, OFFICE OF DRINKING WATER. LEGEND SECTION VIEW - N.T.S. DIMENSION A I B G 112" T04" IN SIZE WHERE BELOW VEHICULAR PAVING * * 4" 112" TO 4" IN SIZE WHERE BELOW PEDESTRIAN PAVING * * 4" NOTES * DEPTH PER CITY SPECS. NOTE 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. 1. INSTALL FLOW SENSOR AS PER THE MNFCTR'S REC. WIRE TO IRRIGATION CONTROLLER TO BE RED & BLACK TO LEGEND PAVING PER PLAN. MATCH FLOW METER WIRES. (D PURPLE RECTANGULAR VALVE BOX W/ T O PVC MAINLINE PIPE TO BALL VALVE PER SAND BACKFILL COMPACTED TO MATCH TYPE LOCKING LID PER SPECS. HEAT 5 -13 SPECS. SEE BALL VALVE FROM FLOW ' BRAND LID W/ 'I SUB - GRADE. METER DETAIL CITY STD. 1-8. INSTALL 2011 10' INTERVALS. ADAPTER AS REQUIRED TO UPSIZE TO Q FINISH GRADEITOP OF MULCH. MAINLINE AS NECESSARY. O FLOW SENSOR PER LEGEND. O9 WIRE CONNECTORS. COIL 30" LENGTH OF WIRES TO FLOW SENSOR. O SPECIFICATIONS. WIRE. DS300 SPLICES WITH DS100 SEALANT. ® BRICK SUPPORTS. 4 REQUIRED. 4. ALL PVC MAINLINE, PVC LATERAL LINES, & Os t0 (2) 3/4" SCH. 40 PVC CONDUIT WITH SWEEP O5 6" MIN. DEPTH WASHED GRAVEL. INSTALL HARDSCAPE ELEMENTS W/ SCH. 40 PVC. FOR FLOW SENSOR/MASTER VALVE CABLES PVC SCH. 40 MALE ADAPTER (2 MIRAR FILTER FABRIC AROUND GRAVEL 6" MIN. DEPTH WASHED 314" GRAVEL (TO CONTROLLER) ABOVE BOTH ENDS OF SLEEVE W/ A SCORE MARK TO SUMP SUMP IN, UNDER, AND AROUND VALVE DESIGNATE SLEEVE LOCATION. tt SEAL END OF CONDUIT W/ NON - HARDENING O6 BIOBARRIER ROOT CONTROL SYSTEM CONDUIT PUTTY. 7. AFTER INSTALLATION OF PIPE & WIRE, FABRIC. CONTRACTOR SHALL FILL REMAINING VOID IN ENDS SUMP. t2 PIPE SIZE EQUAL TO FLOW METER SIZE FOR O7 PVC MAINLINE PIPE TO MASTER VALVE PER A LENGTH EQUAL TO 10 TIMES THE FLOW O7 SPECS. & PLAN. SEE MASTER VALVE METER SIZE. DETAIL CITY STD. 1 -5. INSTALL ADAPTER AS OTHERWISE NOTED. 8 REQUIRED TO DOWNSIZE TO FLOW METER t3 PIPE SIZE EQUAL TO FLOW METER SIZE FOR SIZE AS NECESSARY. LENGTH EQUAL TO 5 TIMES THE FLOW METER. PIPE PER SPECS. SEE CITY METER SIZE. RECYCLED WATER FLOW METER NORMALLY CLOSED MASTER VALVE FOR RW NO SCALE U PAVING PER PLAN. 1. SLEEVES SHALL BE 2 TIMES THE DIA. OF THE PIPE WIRE CONNECTORS. COIL 30" LENGTH 2655 Fourth Avenue, San Diego, CA 92103 OR WIRE BUNDLE CARRIED UNLESS INDICATED TO BE O SAND BACKFILL COMPACTED TO MATCH LARGER ON PLANS. 5 -13 RECOMMENDATIONS FOR ADJACENT ' PLT DATE: 5/132011 SUB - GRADE. 2. BUNDLE WIRING & WRAP W/ ELECTRICAL TAPE @ 2011 10' INTERVALS. O3 SCH. 40 PVC LATERAL LINE SLEEVE. 1 ALL MAINLINE PIPING SHALL BE INSTALLED IN U4 SCH. 40 PVC WIRE SLEEVE. ACCORDANCE W MANUFACTURER'S INSTALLATION WIRES TO FLOW SENSOR. O SPECIFICATIONS. OS SCH. 40 PVC MAINLINE SLEEVE. 4. ALL PVC MAINLINE, PVC LATERAL LINES, & Os UNDISTURBED SOIL. CONTROL WIRES SHALL BE SLEEVED BELOW ALL HARDSCAPE ELEMENTS W/ SCH. 40 PVC. t2 PVC SCH. 40 MALE ADAPTER (2 5. CONTRACTOR SHALL MARK EDGE OF PAVING 6" MIN. DEPTH WASHED 314" GRAVEL ABOVE BOTH ENDS OF SLEEVE W/ A SCORE MARK TO SUMP IN, UNDER, AND AROUND VALVE DESIGNATE SLEEVE LOCATION. 6. SLEEVE ENDS SHALL EXTEND 12" BEYOND EDGE OF NOTES U6 HARDSCAPE. 2" IN SHRUB AREA, FLUSH IN LAWN 7. AFTER INSTALLATION OF PIPE & WIRE, SYSTEM FABRIC AROUND GRAVEL CONTRACTOR SHALL FILL REMAINING VOID IN ENDS SUMP. OF SLEEVES W/ CONDUIT PUTTY. SLEEVING UNDER PAVEMENT 1. INSTALL CONTROL VALVES A MIN. OF O7 NO SCALE IS'CHMIDT DESIGN GROUP, INC. DATE BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY WIRE CONNECTORS. COIL 30" LENGTH 2655 Fourth Avenue, San Diego, CA 92103 i1 telephone {619} 236 -1462 facsimile {619) 236.8792 2011 www.schmidtdesign.com 5 -13 Lic. CA 2138, NV 219• Az 34139 ' PLT DATE: 5/132011 5 -13 SIG PR'It 10412 DESIGNED BY DATE GS, MJ WIRE CONNECTORS. COIL 30" LENGTH DRAWN BY 5 -13 MJ, AS, AMS, JM 2011 CHECKED BY 5 -13 GS, MJ, JJ 2011 PRJ. ENG. 5 -13 GS, MJ 2011 + }i- ## # + 3 — + i. + ++ j - -'+ + - z; - 6 MI: 8 6" MIN. 6 3" MIN. "ec ' 7 I. 18 "+ DIAMETER I, OF PIPE J 12" � IiI���I III 12 18" 2" MIN. O O7 �N_o� 4 3 5 6 10 LEGEND LEGEND: 1� IMPORTED TOPSOIL OR AMENDED NATIVE SOIL O FINISHED GRADE O NATIVE SOIL FREE OF ROCKS AND DEBRIS 3" OR GREATER ® TRENCH MARKER O SAND BEDDING MATERIAL © IRRIGATION MAINLINE Q7 DIRECT BURIAL CONTROL WIRES IN CONDUIT ® IRRIGATION LATERAL LINE NOTES: 1. TRENCH MARKER SHALL BE A 3" WIDE CONTINUOUS METALLIC PLASTIC STRIP ABOVE THE MAINLINE AND DIRECT BURIAL CONTROL WIRES. 2. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE PER THE IRRIGATION SPECIFICATIONS. 3. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. MAINLINE /DIRECT BURIAL CONTROL WIRE NO SCALE San Diego's Regional Planning Agency ,I�— 18" AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: VI NOTES: A. SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET, THICKNESS .080" OR 18GA. B. THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS. C. SIGNS SHALL BE MOUNTED ON 4"x4" NOM. PRESSURE TREATED WOOD POST SET INTO CONCRETE. ATTACH SIGN TO POST USING 14'x 2 1/2" ANODIZED LAG SCREWS AND WASHERS (2 EACH) D. ALL RECLAIMED WATER SIGNAGE SHALL COMPLY WITH WATER AGENCIES STANDARDS. RECLAIMED WATER "DO NOT DRINK" SIGN NO SCALE FOR IRRIGATION PLAN SEE SHEET LI -01 FOR IRRIGATION NOTES SEE SHEET LI-02 SANTA FE DRIVE PEDESTRIAN UNDERPASS SCALE No SCALE CONTRACT NO. LANDSCAPE IRRIGATION 1143800 DETAILS DRAWING NO SHEET NO. LI -04 53 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I I 1 I PURPLE RECTANGULAR VALVE BOX W/ Og WIRE CONNECTORS. COIL 30" LENGTH PURPLE'T' TYPE LOCKING COVER PER OF WIRE. CONNECT WIRES TO VALVE SPECS.(DO NOT CUT ADDITIONAL USING WATER TIGHT CONNECTORS. HOLES INTO BOX.) HEAT BRAND LID WITH'MV'. to 1" DIA. SCH. 40 PVC WIRE CONDUIT WITH SWEEP FOR MASTER VALVE O FINISH GRADE (FOP OF MULCH. WIRES TO FLOW SENSOR. O MASTER CONTROL VALVE PER LEGEND, tt SEAL END OF CONDUIT W/ NON - HARDENING CONDUIT PUTTY. O4 BRICK SUPPORTS. 4 REQUIRED. t2 PVC SCH. 40 MALE ADAPTER (2 O5 6" MIN. DEPTH WASHED 314" GRAVEL REQUIRED) SUMP IN, UNDER, AND AROUND VALVE BOX. FILL TO TOP OF VALVE BOXES. NOTES U6 INSTALL BIOBARRIER ROOT CONTROL 2" IN SHRUB AREA, FLUSH IN LAWN SYSTEM FABRIC AROUND GRAVEL AREAS. SUMP. 1. INSTALL CONTROL VALVES A MIN. OF O7 PURPLE PVC MAINLINE FROM V APART IN SHRUB AREAS UNLESS BACKFLOW. OTHERWISE NOTED. 8 PURPLE PVC MAINLINE TO FLOW 2. USE TEFLON TAPE ON ALL METER. PIPE PER SPECS. SEE CITY THREADED CONNECTIONS. STD. DETAIL 1-6. SEE PLAN FOR SIZE. NORMALLY CLOSED MASTER VALVE FOR RW 3 NO SCALE LEGEND: 1� IMPORTED TOPSOIL OR AMENDED NATIVE SOIL O FINISHED GRADE O NATIVE SOIL FREE OF ROCKS AND DEBRIS 3" OR GREATER ® TRENCH MARKER O SAND BEDDING MATERIAL © IRRIGATION MAINLINE Q7 DIRECT BURIAL CONTROL WIRES IN CONDUIT ® IRRIGATION LATERAL LINE NOTES: 1. TRENCH MARKER SHALL BE A 3" WIDE CONTINUOUS METALLIC PLASTIC STRIP ABOVE THE MAINLINE AND DIRECT BURIAL CONTROL WIRES. 2. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE PER THE IRRIGATION SPECIFICATIONS. 3. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. MAINLINE /DIRECT BURIAL CONTROL WIRE NO SCALE San Diego's Regional Planning Agency ,I�— 18" AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: VI NOTES: A. SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET, THICKNESS .080" OR 18GA. B. THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS. C. SIGNS SHALL BE MOUNTED ON 4"x4" NOM. PRESSURE TREATED WOOD POST SET INTO CONCRETE. ATTACH SIGN TO POST USING 14'x 2 1/2" ANODIZED LAG SCREWS AND WASHERS (2 EACH) D. ALL RECLAIMED WATER SIGNAGE SHALL COMPLY WITH WATER AGENCIES STANDARDS. RECLAIMED WATER "DO NOT DRINK" SIGN NO SCALE FOR IRRIGATION PLAN SEE SHEET LI -01 FOR IRRIGATION NOTES SEE SHEET LI-02 SANTA FE DRIVE PEDESTRIAN UNDERPASS SCALE No SCALE CONTRACT NO. LANDSCAPE IRRIGATION 1143800 DETAILS DRAWING NO SHEET NO. LI -04 53 FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I I 1 I LEGEND: 1 PURPLE PVC LATERAL LINE PER PLAN 2 PVC MALE ADAPTER O3 SCH. 80 PVC UNION, O -RING TYPE GS, MJ LASCO OR EQUAL ® SCH.80 PVC NIPPLE 18" ® WATERPROOF WIRE MJ, AS, AMS, JM CONNECTORS PER NOTES © REMOTE CONTROL ELECTRIC VALVE 5 -13 PER LEGEND WITH PURPLE TOP (� PURPLE 12" RECTANGULAR PRJ. ENG. PLASTIC VALVE BOX (CARSON) OF CALtFO WITH LOCKING LID, CONTROLLER GS, MJ AND VALVE NUMBER HEAT BRANDED INTO TOP ® FINISH GRADE - ALLOW 2" FOR MULCH IN SHRUB BEDS SET NOTES: FLUSH IN TURF 1. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH ® SCH.80 PVC NIPPLE OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO 10 PREVENTLEAKAGE. SCH.80 FEMALE ADAPTER (TXS) O 2. WIRE CONNECTORS SHALL BE DS 300 USING DS 100 11 PURPLE PVC PIPE SEALANT. 12 SCH.40 PVC ELL (SXS) 3. DIRECT BURIAL COMMON AND CONTROL WIRES WILL BE 13 SCH.40 PVC TEE MAINLINE COILED TO PROVIDE 12" EXPANSION COILS INSIDE VALVE BOX. 4. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. (WRAP AROUND 1/2" PIPE 15 TIMES - REMOVE PIPE) 5. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL, 6. ALL RECYCLED WATER VALVES SHALL HAVE SIGNAGE ATTACHED TO VALVE STATING "DO NOT DRINK," PER WATER DISTRICT AND HEATH DEPARTMENT REQUIREMENTS. 14 PRESSURIZED PVC MAINLINE (SXSXS) PER LEGEND 15 24 VOLT DIRECT BURIAL WIRES FROM CONTROLLER PER LEGEND. 16 1 CUBIC FOOT PEA GRAVEL MIN. SUPPORTING VALVE BOX 17 UNMORTARED BRICK FOUNDATION REMOTE CONTROL VALVE FOR RECYCLED WATER NO SCALE LEGEND: O WALK OR CURB 20 BUILDING WALL (WHERE APPLICABLE) 3O FINISH GRADE IN TURF AREAS ® POP -UP ROTARY /SPRAY HEAD AND NOZZLE O MULCH LAYER IN PLANTING AREAS © FINISH GRADE IN PLANTING AREAS SCH.80 P.V.G. NIPPLE (2 EACH) SIZE PER HEAD INLET ® PVC STREET ELL (2 EACH) SIZE PER HEAD INLET 9O PURPLE PVC LATERAL (PER PLAN) 10 PVC TEE OR ELL (SXSXT) 11 PURPLE CAP FOR RECYCLED WATER 12 UNDISTURBED SOIL VOTES: 1, ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2. ALL SCH.80 P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. OR RECOMMENDED BY MANUFACTURER 3. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVER -SPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. 4, INSTALL SPRINKLER HEADS 1/2" ABOVE GRADE IN SHRUB /GROUND COVER AREAS. POP -UP ROTARY /SPRAY HEAD FOR RECYCLED WATER NTS *A W 0� 1/12/12 CONFORMED IM JL JL ft a - w0 �mm N0. DATE REVISIONS BY CHK APRV N C T D o a - � o al LEGEND: 10 11 V U O1 THREADED PVC SCH 80 NIPPLES (NO CLOSE NIPPLES TYP.) 2 PURPLE PRESSURIZED PVC MAINLINE PER PLAN 3 PVC FEMALE SXT ADAPTER 4 PVC SCH 80 UNION 5 VALVE WITH PURPLE TOPMANDLE (SEE MANUFACTURER) AS SPECIFIED ON PLANS POSITION VALVE IN BOX SO THAT HANDLE IS FREE TO OPERATE. 6O PURPLE PLASTIC VALVE BOX. BOX: CARSON - BROOKS 910 W/ 910-46 COVER. HEAT BRAND 'BV' ONTO LID FOR BALL VALVES (PER SPECIFICATIONS). INSTALL 2" ABOVE FINISHED GRADE IN SHRUB BED; FLUSH IN LAWN AREAS O FINISHED GRADE / TOP OF MULCH 8 PURPLE PVC SCH 40 45DEG. FITTING O9 6" MIN. DEPTH 3/4" WASHED GRAVEL 10 UNMORTARED BRICK FOUNDATION 11 BIOBARRIER ROOT CONTROL SYSTEM FABRIC. NOTES: 1. ALL RECYCLED WATER VALVE BOXES SHALL HAVE PURPLE LOCKING LIDS. 2. USE 45- DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE UPSTREAM & DOWNSTREAM SIDES OF THE VALVE. BALL/GATE VALVE FOR RECYCLED WATER NO SCALE 1O PRE - ASSEMBLED CONTROLLER & STAINLESS STEEL ENCLOSURE. O GFI OUTLET & SWITCH. 3O #6 AWG GROUND WIRE - CONNECT TO GROUND LUG. ® 120 VAC JUNCTION BOX. O PVC SLEEVE FOR GROUND ROD. © 518" X & COPPER GROUNDING ROD. O 26'X 24"X 8" CONCRETE BASE. SO 2 -112" SCH. 40 ELEC. SWEEP ELL FOR STATION WIRES. O 1 -1/2" SCH. 40 ELEC. SWEEP ELL FOR PHONE LINE. 70 1" SCH. 40 ELEC. SWEEP ELL FOR 120 VAC POWER. 11 FINISH GRADE. 12 3/4" SCH. 40 ELEC. SWEEP ELL CONDUIT FROM FLOW SENSOR NOT SHOWN FOR CLARITY. SEE CITY STD. DETAIL 1 -1 B FOR LOCATION. 1� 3/4" SCH. 40 ELEC. SWEEP ELL CONDUIT FROM MASTER VALVE NOT SHOWN FOR CLARITY, SEE CITY STD. DETAIL IAB FOR LOCATION. CONTROLLER NO SCALE SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone (61g} 236-1462 facsimile 161gI 236 -8792 www.schmidtdesign.com ' Lic. CA 2138, NV 219, Az 34139 5/1312011 LEGEND: Oj 10 "ROUND PURPLE COLOR PLASTIC VALVE BOX W/ LOCKING COVER & Q.C. HEAT BRANDED INTO TOP. O PURPLE QUICK COUPLER VALVE, WITH ACME THREADS, PER PLANS O FINISH GRADE. ALLOW 2" DEPTH FOR TOP MULCH �4 EDGE OF WALK/FACE OF CURB, FENCE OR MOW BAND O QUICK LOCK BY DURA 6 #4 X 36" LENGTH REBAR STAKE 7 ONE CUBIC FOOT PEA GRAVEL 8 SCH.80 BRASS NIPPLE 9 P.V.C. ELL 10 SCH.40 PURPLE P.V.C. MAINLINE 11 STREET ELLS (2) REQUIRED PER QUICK COUPLER. NO MARLEX I 12 SCH.40 P.V.G. TEE 13 COMMON BRICK 14 WARNING TAG 15 GROUND COVER NOTES: 1. QUICK COUPLERS SHALL BE OF THE LOCKING TYPE, PURPLE LOCKING CAP. 2. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 3. QUICK COUPLER & VALVE BOX SHALL MEET RECYCLED WATER REQUIREMENTS 4. ALL SCH.80 P.V.G. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. 5. QUICK COUPLER SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK COUPLER FOR RECLAIMED WATER NO SCALE LEGEND 24" -� t ENLARGED 1/2" 12 "-►{ 14 X 12 CONTROLLER FOOTPRINT 1O 3/4" SCH. 40 PVC SWEEP CONDUIT FOR MASTER VALVE. 0 3/4" SCH. 40 PVC SWEEP CONDUIT FOR FLOW METER. O3 1" SCH. 40 PVC SWEEP CONDUIT FOR 120V ELEC. SUPPLY FROM METER. ® GROUNDING ROD. 0 1 -112" SCH. 40 PVC SWEEP CONDUIT FOR TELEPHONE. © 2 -1/2" SCH. 40 PVC SWEEP CONDUIT FOR STATION WIRING. 0 2" SCH. 40 PVC SPARE SWEEP CONDUIT. ® CONTROLLER ENCLOSURE CONCRETE PAD. O WALKWAY PER CITY STD. DETAIL 1 -1c. 10 CURB. NOTE VERIFY W/ CALSENSE TEMPLATE FOR DIMENSION & LOCATION OF CONDUIT SWEEP WITHIN THE 12"X 14" AREA OF THE CONTROLLER (800) 572 -8608. CONTRACTOR SHALL INSTALL ADDITIONAL CONDUIT TO ET GAGE. SIZE & LOCATION PER MANUFACTURER'S RECOMMENDATION. CONTROLLER CONCRETE BASE NO SCALE San Diegds Regional Planning Agency 0 AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: LEGEND O CALSENSE STAINLESS STEEL CONTROLLER ENCLOSURE. 2O CONTROLLER PAD PER CITY STD. DETAIL I -1 a. 3O 95% COMPACTED SUBGRADE. ® POURED -IN -PLACE 26" WIDE X 4" THICK CONCRETE WALK. MEDIUM BROOM FINISH W/ 6" TOOLED SHINER PER CITY STD. DETAIL C$. 5D 1/2" TOOLED RADIUS. © FINISH GRADE. O EXPANSION JOINT PER CITY STD. DETAIL C-4. O CONTROL JOINT 6'0.C. MAX. SPACING PER CITY STD. DETAIL C-4. O ADJACENT CURB WHERE OCCURS. CONTROLLER CONCRETE ACCESS NO SCALE FOR IRRIGATION PLAN SEE SHEET LI -01; FOR IRRIGATION NOTES SEE SHEET LI -02 SANTA FE DRIVE PEDESTRIAN UNDERPASS SCALE NO SCALE LANDSCAPE IRRIGATION DETAILS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES CONTRACT NO. 1143800 DRAWING NO. SHEET NO. LI -05 54 0 1 2 3 I I I I I I I DESIGNED BY DATE ANDS CgpF F° cl1►'Or qq GS, MJ DRAWN BY 5 -13 MJ, AS, AMS, JM 2011 10 1-11 CHECKED BY 5 -13 RENEWAL DAIS os- ZI(_II Sl9Tf GS, MJ, JJ 2011 PRJ. ENG. 5 -13 12011 OF CALtFO GS, MJ LEGEND: Oj 10 "ROUND PURPLE COLOR PLASTIC VALVE BOX W/ LOCKING COVER & Q.C. HEAT BRANDED INTO TOP. O PURPLE QUICK COUPLER VALVE, WITH ACME THREADS, PER PLANS O FINISH GRADE. ALLOW 2" DEPTH FOR TOP MULCH �4 EDGE OF WALK/FACE OF CURB, FENCE OR MOW BAND O QUICK LOCK BY DURA 6 #4 X 36" LENGTH REBAR STAKE 7 ONE CUBIC FOOT PEA GRAVEL 8 SCH.80 BRASS NIPPLE 9 P.V.C. ELL 10 SCH.40 PURPLE P.V.C. MAINLINE 11 STREET ELLS (2) REQUIRED PER QUICK COUPLER. NO MARLEX I 12 SCH.40 P.V.G. TEE 13 COMMON BRICK 14 WARNING TAG 15 GROUND COVER NOTES: 1. QUICK COUPLERS SHALL BE OF THE LOCKING TYPE, PURPLE LOCKING CAP. 2. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 3. QUICK COUPLER & VALVE BOX SHALL MEET RECYCLED WATER REQUIREMENTS 4. ALL SCH.80 P.V.G. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. 5. QUICK COUPLER SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK COUPLER FOR RECLAIMED WATER NO SCALE LEGEND 24" -� t ENLARGED 1/2" 12 "-►{ 14 X 12 CONTROLLER FOOTPRINT 1O 3/4" SCH. 40 PVC SWEEP CONDUIT FOR MASTER VALVE. 0 3/4" SCH. 40 PVC SWEEP CONDUIT FOR FLOW METER. O3 1" SCH. 40 PVC SWEEP CONDUIT FOR 120V ELEC. SUPPLY FROM METER. ® GROUNDING ROD. 0 1 -112" SCH. 40 PVC SWEEP CONDUIT FOR TELEPHONE. © 2 -1/2" SCH. 40 PVC SWEEP CONDUIT FOR STATION WIRING. 0 2" SCH. 40 PVC SPARE SWEEP CONDUIT. ® CONTROLLER ENCLOSURE CONCRETE PAD. O WALKWAY PER CITY STD. DETAIL 1 -1c. 10 CURB. NOTE VERIFY W/ CALSENSE TEMPLATE FOR DIMENSION & LOCATION OF CONDUIT SWEEP WITHIN THE 12"X 14" AREA OF THE CONTROLLER (800) 572 -8608. CONTRACTOR SHALL INSTALL ADDITIONAL CONDUIT TO ET GAGE. SIZE & LOCATION PER MANUFACTURER'S RECOMMENDATION. CONTROLLER CONCRETE BASE NO SCALE San Diegds Regional Planning Agency 0 AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: LEGEND O CALSENSE STAINLESS STEEL CONTROLLER ENCLOSURE. 2O CONTROLLER PAD PER CITY STD. DETAIL I -1 a. 3O 95% COMPACTED SUBGRADE. ® POURED -IN -PLACE 26" WIDE X 4" THICK CONCRETE WALK. MEDIUM BROOM FINISH W/ 6" TOOLED SHINER PER CITY STD. DETAIL C$. 5D 1/2" TOOLED RADIUS. © FINISH GRADE. O EXPANSION JOINT PER CITY STD. DETAIL C-4. O CONTROL JOINT 6'0.C. MAX. SPACING PER CITY STD. DETAIL C-4. O ADJACENT CURB WHERE OCCURS. CONTROLLER CONCRETE ACCESS NO SCALE FOR IRRIGATION PLAN SEE SHEET LI -01; FOR IRRIGATION NOTES SEE SHEET LI -02 SANTA FE DRIVE PEDESTRIAN UNDERPASS SCALE NO SCALE LANDSCAPE IRRIGATION DETAILS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES CONTRACT NO. 1143800 DRAWING NO. SHEET NO. LI -05 54 0 1 2 3 I I I I I I I w ;e w i O LL LL cmm �a= J O LL Al 1/12/12 I CONFORMED NO. I DATE REVISIONS oM ,rm_ TOTAL OF 20' MINIMUM ON EITHER SIDE z3 �o `w m CONSTANT PRESSURE RECLAIMED WATER LINE ON EITHER SIDE POTABLE WATER LINE STREET SURFACE SLEEVE 2X PIPE SIZE NOTES: A. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: - STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS. B. FOLLOW ALL WATER DISTRICT RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS RW AND POTABLE MAINLINE CROSSING NO SCALE SCHMIDT DESIGN GROUP, INC. WITHNE)JVIRONM ENITA LXS EN SSTO NN DESIGN TY 2655 Fourth Avenue, San Diego, CA 92103 telephone {6191 236 -1462 facsimile {619} 236 -8792 www.s ch midtdesi gn.com Lic. CA 2138, NV 219, A7 34139 PWSCAPe St�O SCNMIDT ryo P. C,4' �v2 )ATE: 5/1312011 ` Of PRJ#10412 t 2 3 4 6 5 9 D TO MASTER VALVE FROM PRESSURE & FLOW SENSOR REGULATOR 1�116 SEE NOTE 2 7 2 8 FROM RE( SEE PLAN VIEW PRESSURE MASTER FLOW j I METER Y— STRAINER HECK VALVE REGULATOR VALVE SENSOR POC SEQUENCE NOTES' 1 REFER TO SECTION 15151 AND 15152 OF THE SPECIFICATIONS 2) INSTALL ONE TEST STATION LOCATED DIRECTLY DOWNSTREAM OF IRRIGATION CHECK AND PRESSURE REGULATOR VALVE PER WR -03 3) SECOND CROSS CONNECTION TEST STATION INSTALLED AT FAR END OF ON -SITE MAIN LINE 4) BRAND "TS" ON PLASTIC TEST STATION LIDS ITEM ITEM SIZE AND DESCRIPTION NO SIZE AND DESCRIPTION NO 1 19mn (3,4") SCH BO PVC 90 ELL 5 19mn (3'4 ") SCHEDULE 80 BRASS NIPPLE 2 19M (3 /a') SCH 80 BRASS CLOSE NIPPLE 6 METER BOX WITH PURPLE COLORED LID 3 19mn (s'e`) BRASS LOCKABLE BALL VALVE- $ LINE SIZE BRASS 19M 134') SCH BO TEE FIP x METER SWIVEL A 19mn x 6vm t 3e4" x 114 ) BRASS THREADED 9 TYPE "K" COPPER OR BRASS PIPE ONLY BUSHING WITH 6.3mn (1.4 ") CAPPED OUTLET 10 150M (6") BASE OF 14tmt ( Avg ROCK 25111M ( 1 ") AND 50MM ( 2 ") 1fATER AGBNCI&S STANDARDS RECYCLED WATER IRRIGATION COMMITTEE APAROVAL: 11 {0312006 CROSS CONNECTION TEST STATION DRAIIING HUMBER WR -04 CROSS CONNECTION TEST STATION NO SCALE DESIGNED BY JDATE GS, MJ BY 5 -13 , AS, AMS, JM 2011 !DRAWN ECKED BY 5 -13 S, MJ, JJ 2011 PRJ. ENG. 5 -13 GS, MJ 2011 San Diego "s Regional Planning Agency LEGEND O CARSON - BROOKS VALVE BOX 910 Wl 910-413 COVER. HEAT BRAND "PB" ONTO LID. 0 FINISH GRADE (TOP OF MULCH. O3 36" WIRE EXPANSION LOOP TYP. O BRICK SUPPORTS. 4 REQUIRED. O 6" MIN. DEPTH WASHED GRAVEL. �6 BIOBARRIER ROOT CONTROL SYSTEM FABRIC. 0 WIRE CONNECTORS. OB PVC ELECTRICAL SWEEP IF WIRE INSTALLED IN CONDUIT. PULL BOX NO SCALE FOR IRRIGATION PLAN SEE SHEET LI -01', FOR IRRIGATION NOTES SEE SHEET LI -02 NOTES 1. ELECTRICAL SWEEPS NOT REQUIRED FOR DIRECT BURIAL INSTALLATION. OPEN ENDS OF ELECTRICAL SWEEPS SHALL BE SEALED USING APPROVED NON - HARDENING CONDUIT SEALANT PUTTY. AS BUILT CORRECTIONS BY r CONTRACT NO. 1143800 DATE: -1100 SANTA FE DRIVE PEDESTRIAN UNDERP LANDSCAPE IRRIGATION DETAILS FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES SCALE NO SCALE CONTRACT N0. 1143800 DRAWING NO. SHEET U -06 55 1 2 I � I p w w wo. w.w S _l W � . O w a EF C m m o + - m m - 7 0 LL FOR REDUCED PLANS u ORIGINAL SCALE IS IN INCHES 0 091,3 --4V vl Rob 11r"Coo 11 ­4 NOTyE�.,SEE CIVIL PLANS FOR -----TEMPO RkkY- -EROS OW=___ NO �2` PLANTING OR ,-- 4— cbNTROLIRRIQATION_!�-THIS AREA. work A -OTAIELE: VU --------- -- 0 1 NEW FENCE LOCATION AVOID CONFLICT WITH 414— EXISTING HEADWALL xi 4 141 1 i I, Ez sing n d wall to remain, E ACK oordinate fence posts and tO B E-P TED_ --footings with head wall and rip rap _44- :LA-_ j In Is area PLANTING LEGEND \_\_N� x SHRUBS BOTANICAL NAME COMMON NAME CONT QTY DETAIL GROUND COVERS BOTANICAL NAME COMMON NAME CONT DETAIL 0 Agave attenuata Century Plant 5 gal 22 1, 2 LP -02 Baccharis pilularis *Pigeon Point' Dwarf Coyote Brush I gal @ 36"o.c. 1, 2 LP-02 Arctostaphylos densiflora *Howard McMinn' Howard McMinn Manzanita 5 gal 22 Bougainvillea sp. Bougainvillea I gal @ 4'o.c. 6) (to match existing) G Callistemon viminalis 'Little John Dwarf Weeping Bottlebrush I gal 55 F, A Ceanothus x'Joyce Coulter Ceanothus Joyce Coulter 1 gal @ 5'o .C. Ceanolhus x'Concha' California Lilac 5 gal 5 U-J.- 1. 1 ... I I 11 1 1 1 11 Ceanothus gloriosus 'Anchor Bay' Anchor Bay Lilac I gal @ 4'o.c. GCistus x purpureus Orr-hid Rock Rose 5 gal 8 HIGHWAY 101 Arctostaphylos x 'Emerald Carpet' Emerald Carpet Manzanita 1 gal @ 36"o.c. Dendromecon rigida Bush Poppy 5 gal 10 FA r4 DELETED FOR MODIFIED TYPE INSTALLATION BY CITY Dudleya adulis Fingertips 1 gal III BIOSWALE PLANTING (SEE ALSO DETAIL 51 LC-02 Dudleya lanceolata Lanceleaf Liveforever I gal 122 20%= (A) Carex pansa Sanddune Sedge Plugs @ 8" oc TYPICAL BIOSWALE PLANTING: 20%= Carex praegracilis Clustered Field Sedge 1 gal @ 24" or A --------- Encelia californica California Encelia I gal 9 20%= Juncus effusus Juncus I gal @ 24" oc B B A D Eriogonum fasciculaturn California Buckwheat 5 gal 17 20%= Juncus patens California Gray Rush I gal @ 24" oc 4 Fremontodendron californicum California Flannel Bush 5 gal 10 20%= Open cobble stone NOTE: PROVIDE EROSION CONTROL ON ALL SLOPES. SEE ALSO CIVIL PLANS. Grevillea x'Noellii' Grevillea 5 gal 17 20 10 0 20 40 Heteromeles arbutifolia Tryon 5 gal 8 AS BUILT SCALE 1 20' 0 Rhus integrifolia Lemonade Berry 5 gal 1 CORRECTIONS BY 0 Salvia clevelandii Cleveland Sage 5 gal 42 FOR PLANTING NOTES AND DETAILS CONTRACT NO. 1143800 DATE: (2) Salvia mellifera Black Sage I gal 17 SEE SHEET LP-02 \,NNDSC,4P�, DESIGNED BY DATE SCALE SCHMIDT DESIGN GROUP, INC. 0 GS, MJ SANTA FE DRIVE PEDESTRIAN UNDERPASS . 1 =20'-O" BALANCING ARTISTIC EXPRESSION IN DESIGN DRAWN BY 5-13 WITH ENVIRONMENTAL SENSITIVITY Ilk 2655 FGUFth Avenue, San Diego, CA 92103 7 1 SV3NATJR1, MJ, AS, AMS, jM 2011 CONTRACT NO. telephone [61gI 236-1462 facsimile (6191236-8792 31_1 CHECKED BY 5-13 Al 1/12/12 CONFORMED IM JL JL w�.sLhmidtdesign.1ZON1 RENEWAL DATE GS, MJ, JJ 2011 LANDSCAPE PLANTING 1143800 NO. DATE REVISIONS Lic. CA 2138, NV 219, AZ 34139 DATE L\V0 \V PRJ. ENG. 5-13 PLAN AND LEGEND DRAWING NO. SHEET NO. OF Cp, San Diego's Regional Planning Agency BY CHK AFRVN C T D [RLT DATE 511312011 GS, MJ 2011 —01 56 ISDrPRJh!10412 LP FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I 2 3 00173 __.51" w a w wt. �o m }m RVV I OiiLL VYI ✓I n SHRUB PLANTING NTS LEGEND O PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. O ROUGHEN SIDES AND BOTTOM OF PIT. O FINISHED GRADE. O (2) INCH MULCH LAYER O ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. O WATER BASIN. O SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. O FOR SLOPE CONDITIONS CHAMFER SLOPE TO PREVENT EROSION. )TES: k. KEEP MULCH 2 -3" FROM TRUNK OF TREE OR SHRUB TYP. LEGEND OBACKFILL WITH NATIVE SOIL. 2O ROUGHEN SIDES AND BOTTOM OF PIT. 3O FOR SLOPE CONDITIONS CHAMFER SLOPE TO PREVENT EROSION, OFINISHED GRADE. OROOTBALL SLIGHTLY HIGHER THAN SURROUNDING FINISHED GRADE, 6O (2) INCH MULCH LAYER. KEEP MULCH FREE FROM A 6" RADIUS AT THE PLANT TRUNK, REPLACE MULCH AS NEEDED TO MAINTAIN 2" LAYER AND EXPAND AS NEEDED TO DRIP LINE OF SHRUB. 7O WATER BASIN. OB PLANTING TABLETS PER NOTES AND SPECIFICATIONS, OSOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING NOTES 1. MAINTAIN WEED -FREE AREA AROUND SHRUB EXTENDING TO DRIPLINE OF SHRUB. NATIVE SHRUB PLANTING ON SLOPE NO SCALE �pNDS CAF,E\ SCHMIDT DESIGN CROUP, INC. � ScHMIOrN q9c BALANCING ARTISTIC CXPRCSSIDN IN DCSIGN CJ WITH ENVIRONMENTAL SCN SI TIVITV 2655 Fourth Avenue, San Diego, CA 92103 7 SIGNATURE telephone {619} 236 -1462 facsimile (619) 236 -9792 10 -31 -11 0 1/12/12 CONFORMED IM JL JL IL www.schmiataesigr.com RENEWAL DATE Lic. CA 2139, N V 219, Az 34139 `npq DATE N0. DATE REVISIONS BY CHK APRV N T D FLT DATE 511a12611 % OF CAUF °� sDG Pw41o4-12 DESIGNED BY GS, MJ DRAWN BY MJ, AS, AMS, JM CHECKED BY GS, MJ, JJ PRJ, LNG. II DATE 5 -13 2011 5 -13 2011 5 -13 2011 PLANTING NOTES 1. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORK. 2. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO BEGINNING WORK. 3. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHALL BE DONE PRIOR TO BIDDING. 4. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF ENCINITAS AND THE TECHNICAL SPECIFICATIONS FOR THE PROJECT. 5. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 6. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM STRUCTURES AND PAVING INTO DRAINAGE STRUCTURES OR TO STREET (SEE ENGINEERS GRADING AND DRAINAGE PLAN). CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE. 7. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL. 8. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. 9. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR OBSERVATION AT THE FOLLOWING TIMES: -- MAINLINE - PRIOR TO BACKFILLAND PRESSURE TEST -- LATERAL LINES - PRIOR TO BACKFILL -- CONTROL WIRES - PRIOR TO BACKFILL --IRRIGATION COVERAGE - PRIOR TO PLANT PLACEMENT - -PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING -- PRE - MAINTENANCE APPROVAL - -POST- MAINTENANCE /FINAL APPROVAL. 10. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS CREW. 11. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM TWO (2) LOCATIONS IN DIFFERENT AREAS OF THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. TEST SHALL INCLUDE TESTS FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY ORGANIC CONTENT N, P, K; PH; EC; SOIL TEXTURE; AND RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH OWNER'S REPRESENTATIVE WITH A COPY OF TEST RESULTS AND RECEIVE WRITTEN APPROVAL FOR AMENDMENTS /SOIL PREPARATION PRIOR TO INSTALLATION. San Diego's Regional Planning Agency 11. CONT. "SOIL PREP" TO BE MIXED INTO THE TOP 6" OF SOIL THROUGHOUT THE SITE EXCEPT ON SLOPES GREATER THAN 3:1. BID MIX FOR SHRUB AREAS: PLANTING AND BACKFILL MIX FOR PLANT PITS AND TABLETS SHALL BE AS FOLLOWS PER CUBIC YARD: - 70% OF NATIVE SOIL - 30% NITROGEN STABILIZED ORGANIC AMENDMENT - 16 LBS GRO -POWER PLUS - 2 LBS. FERROUS SULFATE THOROUGHLY BLEND THE ABOVE AT ACENTRAL ON-SITE LOCATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT. 12. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. WHERE SHRUB SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER, TRIANGULAR SPACING AS SPECIFIED IN LEGEND. CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSES. 13. ALL ROCKS AND DEBRIS TWO INCH (2 ") AND LARGER SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE TO A LEGAL SITE OF DISPOSAL. 14. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE TO WEEDS ONLY PER MANUFACTURER, MONSANTO "ROUND -UP" OR EQUAL, REPEAT PROCESS IF WEEDS PERSIST. 15. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 16. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY OWNER'S REPRESENTATIVE DUE TO CONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING. 17. PLANTING TABLETS SHALL BE GRO -POWER PLANTING TABLETS 12 -8 -8 (12 MONTH SLOW RELEASE FORMULATION). 18. 1 GALLON GROUND COVER MATERIALS SHALL BE PLANTED TO WITHIN 12" OF ADJACENT SHRUB STEMS. 19. ALL PLANTING BEDS SHALL HAVE TWO INCH THICK MULCH LAYER. "MULCH" SHALL BE BARK MULCH FROM ONE OF THE FOLLOWING SOURCES: 'TRAIL MULCH' OR'LANDSCAPE MULCH' BY ELCORAZON COMPOST FACILITY (760- 439 -9920) OR APPROVED EQUAL. RATES AS SPECIFIED ON PLANS, FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL SUBMIT SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. 20, ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD (SEE PLANTING SPECIFICATIONS). ESTABLISHMENT PERIOD SHALL BE 90 DAYS. TREES AND SHRUBS SHALL BE GUARANTEED FORA PERIOD OF ONE YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE ESTABLISHMENT PERIOD. 21. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALLAREAS IN A WEED AND DEBRIS -FREE CONDITION THROUGHOUT THE ESTABLISHMENT PERIOD. 22. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE. 23. CONTRACTOR SHALL PROVIDE ADDITIONAL PLANT MATERIAL AS SPECIFIED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. PLANT SPECIES SELECTION BY LANDSCAPE ARCHITECT. IF ALL MATERIALS ARE NOT USED, THE CONTRACTOR SHALL CREDIT THE OWNER THE BALANCE OF THE AMOUNT. THE CONTRACTOR SHALL BID THE FOLLOWING MATERIAL: 17 - 5 GALLON SHRUBS 50 - 1 GALLON SHRUBS FOR PLANTING PLAN SEE SHEET LP -01 AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: SANTA FE DRIVE PEDESTRIAN UNDERPASS LANDSCAPE PLANTING NOTES AND DETAILS FOR REDUCED PLANS 0 ORIGINAL SCALE 15 IN INCHES SCALE NO SCALE CONTRACT NO. 1143800 DRAWING NO- SHEET NO. LP -02 57 1 2 3 009',3 -sue m a E 0 d w F w ORIGINAL SCALE IS IN INCHES 0�3-�- E Y m O 2 G E 0 S N O ORIGINAL SCALE IS IN INCHES ooq,3 -ss E w 1Q 3 -14 -12 LIGHTING CHANGES 0 5 -31 -12 SERVICE CONNECTION NO. I DATE I REVISIONS ° v U _ _ I s " / J& 7 0 0 m SAN ELF L y'. i I 1 —M = 2+65.20 II II -- -•►!�. 1510 Mop NOW _ - - - ___ _ ___-- - - - - -- r- ------ -- —=�—_ / I - -- -- -- ---- _.------ - -. - --- _ _ _ — _ _ 8 -_____----------------.-------------- O ' --- ------------ - - - - -- 1 � II ! \ ` PP -8 ` 1 ` III RAMP U O ®LSW Engineers CALIFORNIA, INCORPORATED 5560 Ruffin Road, Suite 1 Telephone 858.268.3224 San Diego, CA 92123 Facsimile 858.268.1739 w .lswsd.. Project N8005743.000 ® 2010 LSW Engineers California, Inc. BY CHK APRV N C T D IGHWAY 1g1 off' `V" SHEET NOTES 1, O Essln Q ��� =3/E-03. PEDESTAL WITH INTEGRAL PANELBOARD. SEE DETAIL E GROUNDING AT PEDESTAL PER DETAIL 4/E -03. SEE DRAWN BY Q m ADDITIONAL INFORMATION. E18314 E L5 WALL MOUNTED STEP LIGHT FIXTURE. FIXTURE TO BE * EXP.12/3112013 * sT F4, CTR1C, qT� 25.5" AFF TO CENTERLINE. COORDINATE STEPLIGHT 1 Q �F °� • O AVOID VERTICAL AND HORIZONTAL HANDRAIL WITH =E-01. DM PRIOR TO ROUGH -IN. SEE LIGHT FIXTURE SCHEDULE SHEET ETAIL 7/E -04. O3 1 "C., 2 #6, 1 #6 GND. THRUOUT ENTIRE CIRCUIT. O PROVIDE 120V CONNECTION TO IRRIGATION CONTROLLER. 1/2 "C. 2 #10, 1 #10 GND. O COORDINATE CROSSING OF HP GAS LINE. COORDINATE TRENCHING WITH IRRIGATION PLANS. O PROVIDE GRADE MOUNTED HAND HOLE. SEE DETAIL 2/E -04. O7 TYPICAL TYPE L4 LIGHT FIXTURE MOUNTED IN -GRADE TO ILLUMINATE MONUMENT. AIM IN THE FIELD UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. SEE DETAIL 4/E -04. O8 TYPICAL TYPE L1 CONCRETE BOLLARD FIXTURE. SEE FIXTURE SCHEDULE SHEET E -01. SEE DETAIL 5/E -04 gNOT USED. A I A I TO BOTTOM OF CONCRETE STRUCTURE. SEE FIXTURE SCHEDULE SHEET E -01. /r i -- -•►!�. 1510 Mop NOW _ - - - ___ _ ___-- - - - - -- r- ------ -- —=�—_ / I - -- -- -- ---- _.------ - -. - --- _ _ _ — _ _ 8 -_____----------------.-------------- O ' --- ------------ - - - - -- 1 � II ! \ ` PP -8 ` 1 ` III RAMP U O ®LSW Engineers CALIFORNIA, INCORPORATED 5560 Ruffin Road, Suite 1 Telephone 858.268.3224 San Diego, CA 92123 Facsimile 858.268.1739 w .lswsd.. Project N8005743.000 ® 2010 LSW Engineers California, Inc. BY CHK APRV N C T D IGHWAY 1g1 off' `V" DESIGNED BY 1, O Essln BP ��� DRAWN BY Q m MH E18314 CHECKED BY * EXP.12/3112013 * sT F4, CTR1C, qT� DM PRJ. ENG. �F °� • 6 DM 10/15 10/15 10/15 10/15 San Diego's Regional Planning Agency AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: 20 10 0 20 40 SCALE 1 "= 20' SANTA FE DRIVE PEDESTRIAN UNDERPASS REVISED ELECTRICAL SITE PLAN FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES L SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING NO. SHEET NO. E -02.1 59R 1 2 3 oo `I3 -,S FINISHED GRADE PATCH SURFACE MATCH EXISTING WARNING TAPE BACK FILL COMPACT TO 95% RELATIVE DENSITY 24" MIN. 3. ° BRANCH CIRCUIT O �o, -o O 'a CONDUIT SAND ENCASEMENT 3" 3" CONDUI TYPICAL CONDUIT TRENCH SECTION SCALE: NONE SEISMIC JOINT CONDUIT DETAIL SCALE: NONE QO 1/12/12 CONFORMED IM JL JL NO. DATE REVISIONS BY CHK APRV N C T D LIFT OFF SERVICE — COVER WITH HANDLE. PADLOCKABLE. UTILITY TERMINATION LANDING. WHERE APPLICABLE PADLOCK BRACKET SIDE VIEW I I I I � I I I CUSTOMER SECTION SERVICE TERM, (SECTION; I i I I I I I I GRADE y \ \IC \O MOUNTING BASE DETAIL 3" MINIMUM FOUNDATION (TOP VIEW EXTENSION ALL SIDES. e' 10" MINIMUM FOUNDATION SERVICE ❑',. as DEPTH BELOW GRADE O TERMINATION o ; LEVEL. UNE SECTION d CUSTOMER SECTION PROVIDE 36" MINIMUM LOAD PEDESTAL Q CLEARANCE TYPICAL GROUND ROD 0 FRONT AND BACK METAL CONDUIT a . �:. FRONT..° G: A. (4) 5/8 -11 X 18 ANCHOR BOLTS Q�OFESSIp� ® LSW Engineers ti aQ CALIFORNIA, IN ORPORATED E18314 5560 Ruffin Rood, Suite 1 Tdep6oae 8582683224 "'� San Diego, CA 92123 Facsimile 858268.1739 * E%P. 12131/2011 Id.. Project Na005743.D00 0 20101SW Engincets CaRfomia, Iac. �TFC7 R I CPS. F OF ral \F 0 PEDESTAL MOUNTING HOLES o ANCHOR BOLT MOUNTING HOLES INSTALL GASKET TO PREVENT V11b \1y:aq►1112:T1►IH1i17I�:L�y�il� PEDASTAL. PROVIDE 1000 HOUR MINIMUM SALT SPAY TESTED FINISH PADLOCK BRACKET EXTENDS THROUGH DOOR FOR SECURITY. HINGED DEADFRONT. HINGED EXTERIOR DOOR. MEANS PROVIDED TO HOLD DOOR IN OPEN POSITION. BASE C MOUNTING BASE WITH ANCHOR BOLTS. FRONT VIEW F`T------- - - -T`q I r----- - - - --I I M II ii II II it II ii II Ii I ii II 1 1 01 ii --- - - -- - -- UTILITY METER TIME CLOCK ® GFI SERVICE E5 RECEPTACLE 3" II I I MINIMUM 1 flk SLOPE ^: \'\ MINIMUM CONCRETE FOUNDATION —91--- -LOAD CONDUITS SERVICE CONDUIT -- _1 %��\ ���\ \, ` \ G/i \ \', \ \` \', \` ``' \`'' TYPICAL SERVICE PEDESTAL DETAIL NONE DESIGNED BY DATE BP 10/15 5 DRAWN BY m MH 10/15 CHECKED BY DM 10/15 1 • PRJ. ENG. , ,f DM 10115 San Diego's Regional Planning Agency COMPRESSION EXOTHERMIC V CONNECTION 1 ROD FINISHED SLAB SURFACE 3" LAYER OF CRUSHED ROC KEY NOTES O INSTALL GROUND ROD PER CEC 250.53(A) & (G). MEASURE GROUND RESISTANCE WITH TWO POINT FALL OF POTENTIAL METHOD. WHERE INSTALLED CONDITION DOES NOT RESULT IN 25ohm OR LESS, INSTALL SECOND ROD PER CEC 250.56. O2 3/4 "C - #6 GND TP GROUND ROD. SEE DETAIL 4/E -3. O3 PROVIDE 24 CIRCUIT PANEL IN PEDESTAL. REFER TO DETAIL 3 THIS SHEET. PANEL: "PP" SCCR & A.I.C.:22,000A LOC. PEDISTAL 120/240 v 10 3w BUS: 150A TYPE: Im TC:INTEGRAL FEED: ❑TOP ❑BOTTOM MAIN: 150A,2P CA AREA SERVED: BKR # A 0 B N # BKR AREA SERVED: TIME CLOCK CIRCUIT 20 1P 1 Z 250 2 20 1P PHOTOCELL CIRCUIT 250 IRR CONTROL 3 100 4 LIGHTS SPARE 5 6 LIGHTS 810 7 8 LIGHTS 1124 s 1C SPARE 11 1 t 1 t 16 1 1 SPACE 1PSP O1P� SPACE 21 2 z 4 CONNECTED VA /0 = CODE VA /0 = 1310 1513 2274 2818 TOTAL= 4331 VA LOAD= 18.0 AMPS AS BUILT CORRECTIONS BY CONTRACT NO. 1143800 DATE: PEDESTAL GROUND ROD DETAIL NONE X 14" INSIDE DIMENSION PRECAST CONCRETE BOX W/ CONCRETE BOLT DOWN COVER /ED TO READ "GROUND ROD ". z CV 1r CONDUCTOR, SEE PLANS. 10' LONG CU CLAD GROUND ROD. SCALE SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN ELECTRICAL DETAILS FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ®R CONTRACT NO. 1143800 DRAWING NO. SHEET NO. E -03 60 0 1 2 3 I I I I I I I 0o93 -.ii ki E 9 CONCRETE SLAB — COMPACTED SUB GRADE PVC SCHEDULE 80 ELBOW. RADIUS SWEEP SHALL BE 12X CONDUIT DIAMETER (RADIUS SHALL MEET CEC FOR POWER) - THREADED COUPLING SET FLUSH WITH FINISHED FLOOR AND TOPPED WITH CAP WHERE SPARE OR EXTENDED TO SERVING PANEL, CABINET OR CABLE TRAY - PVC COUPLINGS. 4 D. II I; 111= III;, -;III ill Q . a a 30" a 1 1 PVC SCHEDULE 40 J RED CONCRETE SLURRY ENCASEMENT 2000 PSI. BELOW GRADE CONDUIT INSTALLATION SCALE: NONE FINISH SURFACE OF SIDEWALK CONCRETE BASE AT 28 DAYS. P( UNDISTURBED 01 COMPACTED EAF 3/4" C. SPARE CAP AND MARK NOTED ON PLAN FINISHED GRADE N IN HALF -LAP COVERAGE, 2 "x 10mi1 TAPE. -TYPE L1 E -04 ** WHERE PASSING UNDER VEHICULAR TRAFFIC AREAS, MINIMUM DEPTH IS 24 ". SEE NEC ARTICLE 300. CONCRETE BOX W/METAL BOLT DOWN COVER DETAIL NOTES O PROVIDE CONCRETE ELECTRICAL PULLBOXES W/METAL BOLT DOWN H2O TRAFFIC COVERS. EISEL PRODUCTS NO. 5T PB/DP OR APPROVED EQUAL. GRADE MOUNTED HAND HOLE DETAIL SCALE: NONE NOT SCALE: NO Qi 3 -14 -12 LIGHTING CHANGES ®LSW Engineers CALIPORN IA, INCORPO RATED 5560 Ruffin Road, Suite 1 Telephone 858.268.3224 San Diego, CA 92123 F.ciohlc 858.268.1739 www.lswsdcom Project N3005743.000 0 2010 LSW Engineers Callfomia, Inc. NO. DATE REVISIONS BY CHK APRV N C T D 01 ""` DESIGNED BY RSSI %9� BP oQRpf 8a DRAWN BY 0 m Hum Ot MH W * E18314 EXP. 12/31/2013 * 8b HOA OO CHECKED BY sT ��fCTRIr -� �Q qTF DM �F °� • PRJ. ENG. DM IED GRADE RUSHED ROCK 10/15 10/15 10/15 10/15 HOA OO 8 TC 3a 8a f Hum Ot TC 3b 8b HOA OO ^6 TC 2a 6a OO HOA TC 2b 6b HOA OO i 4 TC to 4a 0 HOA OO / TC lb 4b DETAIL NOTES A O PROVIDE 2 CHANNEL ASTRONOMICAL TIME CLOCKS TOR �/EWZ207 R EQUIVALENT WITHIN PEDESTAL OR INTEGRAL WITH PANEL. REFER TO SINGLE LINE DIAGRAMS. SCHEMATIC LIGHTING CONTROL DIAGRAM SCALE: NONE LUMINARE LIQUID TIGHT — CORD SEAL ALIGN FIXTURE PIVIT PARALLEL TO TREE TRUNK /FLAG POLE CENTER LINE AST IRON, BRONZE OR BRASS / J -BOX WITH WATER TIGHT COVER GRADE RGS ELBOW AND RISERS WITH rHALF-LAP CONVERAGE 2" TAPE. i BRANCH TS PER PLAN IN PVC 18" DIA. RGS TO PVC CONDUIT ADAPTER (TYPICAL) FIXTURE MANUFACTER BACKBOX RATED FOR CONCRETE ENBEDEMANT CONDUIT TO NEXT FIXTURE IN LINE u1k, -p4 SCALE: AS BUILT PeA got CORRECTIONS BY 1� CONTRACT NO. 1143800 DATE: ' San Diego's Regional Planning Agency uu.i i LUMIIYMML RE DETAIL- SANTA FE DRIVE PEDESTRIAN UNDERPASS ADDITIONAL ELECTRICAL DETAILS FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES L CONCEALED CONDUIT POSITION TRIM WITH NEOPRENE GASKET AND SECURE WITH TAMPERPROOF SCREWS. APPLY SILICONE CAULKING COMPOUND FOR MOISTURE TIGHT SEAL -04 SCALE AS SHOWN CONTRACT NO. 1143800 DRAWING I SHEET NO. E -04 61 1 2 3 00 ?3 -Z 0 a a E E a v s 0 0. 3 � 3 E 6 E FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES i I i i __ _ __ __ _ __ _ _ _ _ _ _ _ _ 00?3 -3'1: GENERAL NOTES 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS AND VERIFY ALL CONDITIONS OF THE JOB. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL LOOPS SHALL BE 6' DIAMETER (UNLESS NOTES OTHERWIDE) TYPE E WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. SEE STANDARD PLAN ES -5A AND ES -56 FOR DETAILS. LOOP WIRE SHALL BE TYPE 1WITH TYPE B LEAD IN CABLE. FRONT LOOPS SHALL HAVE 5 TURNS. ALL OTHER LOOPS SHALL HAVE 3 TURNS. 4. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. 5. ALL SIGNAL HEAD SHALL BE TWELVE -INCH IN DIAMETER WITH BACK PLATES AND GLASS LENSES. 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE AUDIBLE POLARA NAVIGATOR WITH COUNT DOWN TIMER. PEDESTRIAN PUSH BUTTONS SHALL BE POLARA NAVIGATOR ACCESSIBLE PEDESTRIAN PUSH BUTTONS AND A MAXIMUM HEIGHT OF 42 INCHES PER ADA REQUIREMENTS. 7. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3 -INCH CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. 8. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. 8a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING AND THE STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN LOCATIONS PRIOR TO PAINTING AND INSTALLATION. 8b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH AGENCY APPROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY THE TRAFFIC ENGINEERING DIVISION. 8c. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. 9. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASH OPERATION. 10. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 11. ALL SIGNAL AND PEDESTRIAN HEADS SHALL BE LED TYPE. PEDESTRIAN HEADS SHALL BE COUNTDOWN. POLE SCHEDULE * STANDARD L LUMINAIRE P PLACEMENT V VEH SIG MTG P PEDESTRIAN PEDESTRIAN SIGNAL P PUSHBUTTON I IISNS LED MAST P POLE L N0. T TYPE H HGT. S SIG. M.A. L LUM. M A * * S STA O OFFSET A ARM S SIGNAL MTG. 0 0 Q QUAD A 2 27 -3 -100 1 17' 3 30' - - 3 31 +21.9 3 35.8' RT 2 2 -MAS S SV -1 -T - - S Swami's Ped Xing B 1 15TS 3 30' - - 1 15' 2 250W 3 30 +49.2 3 36.2' RT - - S SV -2 -T S SP -1 -T 4 4 N N-> C 2 27 -3 -100 1 17' 4 40' - - 2 29 +97.1 4 47.81T M MAS S SV -1 -T - - S Swami's Ped Xing D 2 21TS 1 1 35' 1 15' 2 250W 3 30 +72.9 3 31.21T S SV -2 -T S SP -1 -T 4 4 S S- NOT ES: 2006 CALT RANS STANDARD PLANS & SPEC IF ICAT 10 NS APPLY IISNS - INTERNALLY ILLUMINATED STREET NAMESIGN. *ORNAMENTAL POLES PER CITY SPECIFICATIONS -UNION METAL CORP. ** ALL POLE LOCATIONS ARE TO BE STAKED WITH THE ENGINEER PRIOR TO FOUNDATION WORK. T_ - -- EXIST -- MASONRY WALL �- \ - CONDUCTOR SCHEDULE AWG SIZE POLE OR 1 2 3 4 CIRCUIT POLED zi zi 1 1 1 MULTI #14 POLED 1 1 3(12 POLED 1 1 POLE O 1 1 TOTAL CABLES-3 CON /12 CON 2 ZI 1 4 #10 LUMINAIRES - 2 - 2 o2 DETECTOR - 4 - 4 TYPE "B" DLC o6 DETECTOR - - - 2 CALTRANS CAT 5 CABLE - - - 2 EVPE 3 #20 CABLE 2 2 2 4 IISNS #10 2 2 2 2 SIGNAL COMMON #8 1 1 1 1 NUMBEROF 1 2 1 2 CONDUIT SIZE CONDUITS SIZE 3" 1 3" 1 3" 1 3" EXIST POWER POLE *P21812 EXISTING GUY WIRE TO REMAIN AS IS IF POSSIBLE. RE- ANCHOR IF NECESSARY. \ EXIST C &G -- -- -- -- -- 1DEWALK - - 51 - EXISTING BIKE PATH $1 EXIST 6" WATER-/ EXIST BERM PARKING LANE 10' 1%•• EXIST GAS BIKE LANE 8 285' TO 14' LIMIT LINE >,!�,,� S COAST HWY 101 (45 MPH) 5T - ,� �> AS BUILT CONSTRUCTION NOTES: 1❑ FURNISH AND INSTALL TYPE 170E CONTROLLER WITH 233 MC1 INTERSECTION PROGRAM ON 412C PROM MODULE, IN MODEL 332 ANODIZED ALUMINUM CABINET ON NEW FOUNDATION PER STANDARD PLANS ES -3C. CABINET SHALL BE EQUIPPED WITH TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS, INTERNAL LIGHT, FRONT AND REAR DOOR SWITCHES, PULL OUT DOCUMENT DRAWER, AND BEST LOCKS. CABINET SHALL BE WIRED FOR RED MONITOR CAPABILITY. CABINET SHALL BE EQUIPPED WITH NEW RELAYS, LOAD SWITCHES, 242 ISOLATOR CARDS, 2010 ECLIP CONFLICT MONITOR, AND RENO MODEL 1101 DETECTOR SENSOR UNITS. INSTALL TYPE III BF SIGNAL AND LIGHTING SERVICE PER SDG &E REQUIREMENTS. PROVIDE 50A -1P SIGNAL METERED CIRCUIT BREAKER, 15A -1P I.I.S.N.S. UNMETERED CIRCUIT BREAKER AND 240V 30A -2P UNMETERED LIGHTING CIRCUIT BREAKER, SEE STANDARD PLAN ES -2E FOR DETAILS. INSTALL NEW TESCO BATTERY BACKUP SYSTEM AND ALL COMPONENTS IN STAND ALONE CABINET. CABINET AND COMPONENTS ARE TO BE COMPATIBLE WITH THE TESCO SYSTEM AND SHALL BE ETHERNET COMPATIBLE. 4. MINIMIZE DISTURBANCE TO EXISTING LANDSCAPING, BUSH, AND ICB. EXISTING FEATURES DAMAGED BY CONSTRUCTION SHALL BE REPLACED IN KIND. ❑5 . CONSTRUCT A SINGLE PAD FOR THE 332 CABINET, SERVICE CABINET, AND BBS CABINET. 6. ALL SIGNAL POLES AND MAST ARMS SHALL BE ORNAMENTAL TAPERED STEEL TRAFFIC CONTROL STRUCTURES. GREEN COLOR WITH "J11 STYLE LUMINAIRE WITH 110 TYPE GLOBE PER THE CITY OF ENCINITAS DECO POLE STANDARDS. FURNISH AND INSTALL WIRELESS ETHERNET RADIO WITH INTEGRATED ANTENNA (UBIQUITI) ON TRAFFIC SIGNAL POLE. EXACT ANTENNA LOCATION SHALL BE BASED ON SIGNAL STRENGTH FIELD SURVEY PERFORMED BY THE CONTRACTOR. FINAL ANTENNA LOCATION SHALL BE APPROVED BY THE ENGINEER. FURNISH 2 ANTENNAS & RADIOS FOR A COMPLETE SYSTEM. FURNISH AND INSTALL CISCO IE30008TC SWITCH. PROVIDE CAT 5 ETHERNET CABLE AND ALL APPURTENANCES NECESSARY FOR A FUNCTIONAL SWITCH. OFURNISH AND INSTALL PELCO HD IP CAMERA (S5118 -EG1) WITH ALL MOUNTS, ADAPTORS, AND CONDUCTORS NECESSARY FOR OPERATION. 10. FURNISH AND INSTALL 3" SERVICE FEED CONDUIT WITH PULL ROPE IN *5 BOLT DOWN PULL BOX. CONNECTION FROM POWER POLE TO PULL BOX BY SDG &E FORCES. COMPLETE RUN TO SVC PEDESTAL WITH 2 *6 CONDUCTORS. COORDINATE WITH SDG &E SERVICE PLANNER. 11. FURNISH AND INSTALL DIG1170E NETWORK CARD. 12. INSTALL 1 SPARE 3" CONDUIT WITH PULL ROPE. 13. INSTALL NEW 6' DIAM. TYPE E DETECTOR LOOPS. 14. SEE SHEET SP -01 AND SP -02 FOR SIGNING AND STRIPING AND SHEET GP -04 FOR CIVIL WORK AT RAMPS. CORRECTIONS BY END / �� / DIRECTION CONTRACT NO. 1143800 START ��-�� OF TRAVEL MODIFIED TYPE "E" NOTES: DATE: BICYCLE 1 -LOOP DIAMETER IS 3YTYP ) NEW 3" C 2 #6 SERVIC EXIST SIGN $ 1 R2 -1 (50) TO BE REMOVED 4 10 "O� LOOP DETECTOR IS DE�THMOF CUT PLAN DRAWING SAWCUT & WINDING DETAIL NEW 3 "C NTS BIBS CONDUCTOR rNEW 3" C 2 #6 SERVICE m 2 h Ro., RIS MOORE&` NEEM MEW-o 28+1)0 2C 12' p00 .I 3 Qi 121 MODIFIED TYPE "E" % I 3' DIAM. �- - 2" C, 1 DL� C R81(CA) N E a oa 3 2 9 -12 -12 POLE SCHEDULE MODIFICATIONS ELM MTM TBJ m 3 a 2 PEDESTRIAN CROSSING AND SIGNAL NAB MTM TBJ MODIFICATIONS E N0. DATE REVISIONS BY CHK I APPVJ N C T D s BIKE LANE i - --- -• - -- 5T 8' I. 4 00 J 02 R4 -2 l30> F�­"- r�T 2 C, 3 DLC J 2" C, 4 DLC B FACE OF POLE TO BE SETBACK 2 -3 FT FROM FACE OF CURB ����� PROFESS IOry4C DESIGNED BY DATE Quo G T. M�� Fy ELM 8 -15 -12 &COMPANY py� G� A DRAWN BY g_15 -1 "e NAB CHECKED BY 8 -15 -12 625 E.CARNEGIE DRIVE STE.100 No. 678 1 MTM SAN DERNARDINO. CALIFORNIA 92408 ST p PHONE: (909) 806-8000 9T CIVIL FAX: (909) 806 -8099 F OF CAL \F0� PRJ. ENG. 8-15-12 MTM 100Y SUBMITTAL SET AUGUST 2012 *6 R O O O DETAIL ''All Q NOT -� NOT USED 2 USED 4 NOT NOT NOT USED 6 USED USED PROPOSED PHASE DIAGRAM EXIST OHE ADVANCED DETECTION EXIST POWER POLE 185' TO P21813 LIMIT LINE 2" C, 2 DLC 2" C, 1 DLC *5 EXIST DROP INLET Rw 120 *5 - -- -._. o EXIST WALL -� EXIST OHE I EXIST C &G w , W PO�,,DIFIED i EXIST 6 WATER I i EXIST BERM l �5r 9 I O *10 IISNS EXIST GAS i TYPE "E" 5 `0 3' DIAM. 02 DETAIL "A" 32+03 EXIST 6" WATER � COAST HWY 101 EVA 02 DETAIL "A" DETAIL "A" San Diego's Regional Planning Agency EXIST 18" SD p RA -020 - PCOA TER T \ \� SIGN A EXIST BUS STOP 20 10 0 20 40 TO BE REMOVED SCALE 1 "= 20' CITY OF ENCINITAS ENGINEERING DEPARTMENT SCALE PUBLIC IMPROVEMENT PLANS FOR: SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN RECOMMENDED APPROVED CONTRACT NO. PEDESTRIAN CROSSING 1143800 BY: BY AND SIGNAL PLAN DRAWING NO. SHEET NO. ROBERT BLOUGH GREG SHIELDS DATE: DATE: C 1 1 1 PC -U1. 62R FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I 0093 -�i EXIST POWER POLE *P21812 EXISTING GUY WIRE TO REMAIN AS IS IF POSSIBLE. RE- ANCHOR IF NECESSARY. \ EXIST C &G -- -- -- -- -- 1DEWALK - - 51 - EXISTING BIKE PATH $1 EXIST 6" WATER-/ EXIST BERM PARKING LANE 10' 1%•• EXIST GAS BIKE LANE 8 285' TO 14' LIMIT LINE >,!�,,� S COAST HWY 101 (45 MPH) 5T - ,� �> AS BUILT CONSTRUCTION NOTES: 1❑ FURNISH AND INSTALL TYPE 170E CONTROLLER WITH 233 MC1 INTERSECTION PROGRAM ON 412C PROM MODULE, IN MODEL 332 ANODIZED ALUMINUM CABINET ON NEW FOUNDATION PER STANDARD PLANS ES -3C. CABINET SHALL BE EQUIPPED WITH TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS, INTERNAL LIGHT, FRONT AND REAR DOOR SWITCHES, PULL OUT DOCUMENT DRAWER, AND BEST LOCKS. CABINET SHALL BE WIRED FOR RED MONITOR CAPABILITY. CABINET SHALL BE EQUIPPED WITH NEW RELAYS, LOAD SWITCHES, 242 ISOLATOR CARDS, 2010 ECLIP CONFLICT MONITOR, AND RENO MODEL 1101 DETECTOR SENSOR UNITS. INSTALL TYPE III BF SIGNAL AND LIGHTING SERVICE PER SDG &E REQUIREMENTS. PROVIDE 50A -1P SIGNAL METERED CIRCUIT BREAKER, 15A -1P I.I.S.N.S. UNMETERED CIRCUIT BREAKER AND 240V 30A -2P UNMETERED LIGHTING CIRCUIT BREAKER, SEE STANDARD PLAN ES -2E FOR DETAILS. INSTALL NEW TESCO BATTERY BACKUP SYSTEM AND ALL COMPONENTS IN STAND ALONE CABINET. CABINET AND COMPONENTS ARE TO BE COMPATIBLE WITH THE TESCO SYSTEM AND SHALL BE ETHERNET COMPATIBLE. 4. MINIMIZE DISTURBANCE TO EXISTING LANDSCAPING, BUSH, AND ICB. EXISTING FEATURES DAMAGED BY CONSTRUCTION SHALL BE REPLACED IN KIND. ❑5 . CONSTRUCT A SINGLE PAD FOR THE 332 CABINET, SERVICE CABINET, AND BBS CABINET. 6. ALL SIGNAL POLES AND MAST ARMS SHALL BE ORNAMENTAL TAPERED STEEL TRAFFIC CONTROL STRUCTURES. GREEN COLOR WITH "J11 STYLE LUMINAIRE WITH 110 TYPE GLOBE PER THE CITY OF ENCINITAS DECO POLE STANDARDS. FURNISH AND INSTALL WIRELESS ETHERNET RADIO WITH INTEGRATED ANTENNA (UBIQUITI) ON TRAFFIC SIGNAL POLE. EXACT ANTENNA LOCATION SHALL BE BASED ON SIGNAL STRENGTH FIELD SURVEY PERFORMED BY THE CONTRACTOR. FINAL ANTENNA LOCATION SHALL BE APPROVED BY THE ENGINEER. FURNISH 2 ANTENNAS & RADIOS FOR A COMPLETE SYSTEM. FURNISH AND INSTALL CISCO IE30008TC SWITCH. PROVIDE CAT 5 ETHERNET CABLE AND ALL APPURTENANCES NECESSARY FOR A FUNCTIONAL SWITCH. OFURNISH AND INSTALL PELCO HD IP CAMERA (S5118 -EG1) WITH ALL MOUNTS, ADAPTORS, AND CONDUCTORS NECESSARY FOR OPERATION. 10. FURNISH AND INSTALL 3" SERVICE FEED CONDUIT WITH PULL ROPE IN *5 BOLT DOWN PULL BOX. CONNECTION FROM POWER POLE TO PULL BOX BY SDG &E FORCES. COMPLETE RUN TO SVC PEDESTAL WITH 2 *6 CONDUCTORS. COORDINATE WITH SDG &E SERVICE PLANNER. 11. FURNISH AND INSTALL DIG1170E NETWORK CARD. 12. INSTALL 1 SPARE 3" CONDUIT WITH PULL ROPE. 13. INSTALL NEW 6' DIAM. TYPE E DETECTOR LOOPS. 14. SEE SHEET SP -01 AND SP -02 FOR SIGNING AND STRIPING AND SHEET GP -04 FOR CIVIL WORK AT RAMPS. CORRECTIONS BY END / �� / DIRECTION CONTRACT NO. 1143800 START ��-�� OF TRAVEL MODIFIED TYPE "E" NOTES: DATE: BICYCLE 1 -LOOP DIAMETER IS 3YTYP ) NEW 3" C 2 #6 SERVIC EXIST SIGN $ 1 R2 -1 (50) TO BE REMOVED 4 10 "O� LOOP DETECTOR IS DE�THMOF CUT PLAN DRAWING SAWCUT & WINDING DETAIL NEW 3 "C NTS BIBS CONDUCTOR rNEW 3" C 2 #6 SERVICE m 2 h Ro., RIS MOORE&` NEEM MEW-o 28+1)0 2C 12' p00 .I 3 Qi 121 MODIFIED TYPE "E" % I 3' DIAM. �- - 2" C, 1 DL� C R81(CA) N E a oa 3 2 9 -12 -12 POLE SCHEDULE MODIFICATIONS ELM MTM TBJ m 3 a 2 PEDESTRIAN CROSSING AND SIGNAL NAB MTM TBJ MODIFICATIONS E N0. DATE REVISIONS BY CHK I APPVJ N C T D s BIKE LANE i - --- -• - -- 5T 8' I. 4 00 J 02 R4 -2 l30> F�­"- r�T 2 C, 3 DLC J 2" C, 4 DLC B FACE OF POLE TO BE SETBACK 2 -3 FT FROM FACE OF CURB ����� PROFESS IOry4C DESIGNED BY DATE Quo G T. M�� Fy ELM 8 -15 -12 &COMPANY py� G� A DRAWN BY g_15 -1 "e NAB CHECKED BY 8 -15 -12 625 E.CARNEGIE DRIVE STE.100 No. 678 1 MTM SAN DERNARDINO. CALIFORNIA 92408 ST p PHONE: (909) 806-8000 9T CIVIL FAX: (909) 806 -8099 F OF CAL \F0� PRJ. ENG. 8-15-12 MTM 100Y SUBMITTAL SET AUGUST 2012 *6 R O O O DETAIL ''All Q NOT -� NOT USED 2 USED 4 NOT NOT NOT USED 6 USED USED PROPOSED PHASE DIAGRAM EXIST OHE ADVANCED DETECTION EXIST POWER POLE 185' TO P21813 LIMIT LINE 2" C, 2 DLC 2" C, 1 DLC *5 EXIST DROP INLET Rw 120 *5 - -- -._. o EXIST WALL -� EXIST OHE I EXIST C &G w , W PO�,,DIFIED i EXIST 6 WATER I i EXIST BERM l �5r 9 I O *10 IISNS EXIST GAS i TYPE "E" 5 `0 3' DIAM. 02 DETAIL "A" 32+03 EXIST 6" WATER � COAST HWY 101 EVA 02 DETAIL "A" DETAIL "A" San Diego's Regional Planning Agency EXIST 18" SD p RA -020 - PCOA TER T \ \� SIGN A EXIST BUS STOP 20 10 0 20 40 TO BE REMOVED SCALE 1 "= 20' CITY OF ENCINITAS ENGINEERING DEPARTMENT SCALE PUBLIC IMPROVEMENT PLANS FOR: SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN RECOMMENDED APPROVED CONTRACT NO. PEDESTRIAN CROSSING 1143800 BY: BY AND SIGNAL PLAN DRAWING NO. SHEET NO. ROBERT BLOUGH GREG SHIELDS DATE: DATE: C 1 1 1 PC -U1. 62R FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I 0093 -�i *6 R O O O DETAIL ''All Q NOT -� NOT USED 2 USED 4 NOT NOT NOT USED 6 USED USED PROPOSED PHASE DIAGRAM EXIST OHE ADVANCED DETECTION EXIST POWER POLE 185' TO P21813 LIMIT LINE 2" C, 2 DLC 2" C, 1 DLC *5 EXIST DROP INLET Rw 120 *5 - -- -._. o EXIST WALL -� EXIST OHE I EXIST C &G w , W PO�,,DIFIED i EXIST 6 WATER I i EXIST BERM l �5r 9 I O *10 IISNS EXIST GAS i TYPE "E" 5 `0 3' DIAM. 02 DETAIL "A" 32+03 EXIST 6" WATER � COAST HWY 101 EVA 02 DETAIL "A" DETAIL "A" San Diego's Regional Planning Agency EXIST 18" SD p RA -020 - PCOA TER T \ \� SIGN A EXIST BUS STOP 20 10 0 20 40 TO BE REMOVED SCALE 1 "= 20' CITY OF ENCINITAS ENGINEERING DEPARTMENT SCALE PUBLIC IMPROVEMENT PLANS FOR: SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN RECOMMENDED APPROVED CONTRACT NO. PEDESTRIAN CROSSING 1143800 BY: BY AND SIGNAL PLAN DRAWING NO. SHEET NO. ROBERT BLOUGH GREG SHIELDS DATE: DATE: C 1 1 1 PC -U1. 62R FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I 0093 -�i PROPOSED PHASE DIAGRAM EXIST OHE ADVANCED DETECTION EXIST POWER POLE 185' TO P21813 LIMIT LINE 2" C, 2 DLC 2" C, 1 DLC *5 EXIST DROP INLET Rw 120 *5 - -- -._. o EXIST WALL -� EXIST OHE I EXIST C &G w , W PO�,,DIFIED i EXIST 6 WATER I i EXIST BERM l �5r 9 I O *10 IISNS EXIST GAS i TYPE "E" 5 `0 3' DIAM. 02 DETAIL "A" 32+03 EXIST 6" WATER � COAST HWY 101 EVA 02 DETAIL "A" DETAIL "A" San Diego's Regional Planning Agency EXIST 18" SD p RA -020 - PCOA TER T \ \� SIGN A EXIST BUS STOP 20 10 0 20 40 TO BE REMOVED SCALE 1 "= 20' CITY OF ENCINITAS ENGINEERING DEPARTMENT SCALE PUBLIC IMPROVEMENT PLANS FOR: SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN RECOMMENDED APPROVED CONTRACT NO. PEDESTRIAN CROSSING 1143800 BY: BY AND SIGNAL PLAN DRAWING NO. SHEET NO. ROBERT BLOUGH GREG SHIELDS DATE: DATE: C 1 1 1 PC -U1. 62R FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I 0093 -�i FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I I I 0093 -�i 0 a a a E E r i m o v a 3 O rn 3 E N d E FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES 0093 -Sz 0 d a a E g m o = 3 O / 3 a E FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES L 0093�5X: FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I I i 0093 -AT: 0 a a E a oa 3 o� 3 s REMOVE jw ,. ,: R,,l Stv , It r ;$. CONFORM TO EXISTING STRIPING „. k ". 1 ¢ ';. 8 0 r } 4 CONSTRUCTION NOTES: 1❑. INSTALL 24" WHITE LADDER STYLE CROSSWALK (PAINT) 6 FT ON CENTER, SEE DETAIL U 14 S COAST HWY 101 1 12' REMOVE CONFLICTING STRIPING a ,, STANDARD PLAN A20B, DETAIL 27B. _ _ a � INSTALL a — _ � �' 1� � 7 x, �' 8❑ INSTALL 2 FT WIDE THERMOPLASTIC STOP LINE 13 A 020 W3 -1 7 _ 12' = I 1 ACROSS WIDTH OF TRAVEL LANE AND BIKE LANE. xCOASTER — - -I " J RELOCATE' RELOCATE .�> SIGN `` REMOVE _ 81 ; In 2- 4(30)(CA) W3 -1 >," `" NFLI TINE _ 9. INSTALL BIKE LANE SYMBOL WITHOUT PERSON PER CO C CALTRANS STANDARD t 12' PLAN A24C STRIPING t ' "r l INSTALL TYPE VI ARROW RIGHT LANE DROP ARROW n �. g PER CALTRANS STANDARD PLAN 2 10. x ` 20' 11. INSTALL BIKE LANE LINE PER CALTRANS W PAINT (THERMO NOT ACCEPTABLE) _ ` STANDARD PLAN A20D, DETAIL 39A. W 4 (� 2 _ AS BUILT " 12. INSTALL CROSSWALK STRIPING ACROSS SAN ELIJO ' ; DR TO MATCH CURRENT DESIGN. 4 61 WORK COMPLETED BY CITY OF ' - 2� CORRECTIONS sv 13. INSTALL BICYCLE LOOP DETECTOR SYMBOL PER ENCINITAS CONTRACTOR a CALTRANS STANDARD PLAN A24C. 1, � IL % IL \ V V CONTRACT NO. 1143800 �InT�c m -� 2 ELM 9 3 ttt x 3 - - -- - -- — - - - - - -- 2 11 8 -- 14' I 3 CHECKED BY PDeuc IMPROVEMENT SANTA FE DRIVE PEDESTRIAN UNDERPASS PLANS EoR: RECOMMENDED O \ MTM 1143800 PRJ. ENG. 12' AND SIGN PLAN 8 -15 -11 MTM ROBERT SLOUGH DATE: �RE� SHIELDS DATE: INSTAL' L7 W3 -3 AND SP -01 R 66 s W3-3A INSTALL R83A R2- 4(30)(CA) R81(CA) r } 4 CONSTRUCTION NOTES: 1❑. INSTALL 24" WHITE LADDER STYLE CROSSWALK (PAINT) 6 FT ON CENTER, SEE DETAIL U 14 S COAST HWY 101 1 12' REMOVE CONFLICTING STRIPING a ,, STANDARD PLAN A20B, DETAIL 27B. _ _ a � INSTALL a — _ � �' 1� � 7 x, �' 8❑ INSTALL 2 FT WIDE THERMOPLASTIC STOP LINE 13 A 020 W3 -1 7 _ 12' = I 1 ACROSS WIDTH OF TRAVEL LANE AND BIKE LANE. xCOASTER — - -I " J RELOCATE' RELOCATE .�> SIGN `` REMOVE _ 81 ; In 2- 4(30)(CA) W3 -1 >," `" NFLI TINE _ 9. INSTALL BIKE LANE SYMBOL WITHOUT PERSON PER CO C CALTRANS STANDARD t 12' PLAN A24C STRIPING t ' "r l INSTALL TYPE VI ARROW RIGHT LANE DROP ARROW n �. g PER CALTRANS STANDARD PLAN 2 10. x ` 20' 11. INSTALL BIKE LANE LINE PER CALTRANS W PAINT (THERMO NOT ACCEPTABLE) _ ` STANDARD PLAN A20D, DETAIL 39A. W 4 (� 2 _ AS BUILT " 12. INSTALL CROSSWALK STRIPING ACROSS SAN ELIJO ' ; DR TO MATCH CURRENT DESIGN. 4 61 WORK COMPLETED BY CITY OF ' - 2� CORRECTIONS sv 13. INSTALL BICYCLE LOOP DETECTOR SYMBOL PER ENCINITAS CONTRACTOR a CALTRANS STANDARD PLAN A24C. 1, � IL % IL \ V V CONTRACT NO. 1143800 �InT�c m -� 1 8117/12 PAVEMENT DELINEATION AND SIGN MODIFICATIONS NO. DATE REVISIONS I ML fY SIGNAL AHEAD W3- 3o(CA) NAB MTM TBJ BY CHK A.PRV N C T D OO II W3 -1 SPEED LIMIT 45 R2 -1 (45) W4 -2 WILSON &COMPANY 625 E. CA.RNEGIE DRIVE STE. 100 SAN BERNARDINO, CALIFORNIA 92408 PHONE: (909) 806 -8000 FAX (909) 806 -8099 Q�yOFES S IOV No. 678 1 CIVIL P�� F IAC(FO�� DO NOT PASS R4 -1 DESIGNED BY DATE ELM 8 -15 -11 DRAWN BY x SCALE 8 -15 -1: I 1 8117/12 PAVEMENT DELINEATION AND SIGN MODIFICATIONS NO. DATE REVISIONS I ML fY SIGNAL AHEAD W3- 3o(CA) NAB MTM TBJ BY CHK A.PRV N C T D OO II W3 -1 SPEED LIMIT 45 R2 -1 (45) W4 -2 WILSON &COMPANY 625 E. CA.RNEGIE DRIVE STE. 100 SAN BERNARDINO, CALIFORNIA 92408 PHONE: (909) 806 -8000 FAX (909) 806 -8099 Q�yOFES S IOV No. 678 1 CIVIL P�� F IAC(FO�� DO NOT PASS R4 -1 DESIGNED BY DATE ELM 8 -15 -11 DRAWN BY x SCALE 8 -15 -1: NAB CHECKED BY PDeuc IMPROVEMENT SANTA FE DRIVE PEDESTRIAN UNDERPASS PLANS EoR: 1 8117/12 PAVEMENT DELINEATION AND SIGN MODIFICATIONS NO. DATE REVISIONS I ML fY SIGNAL AHEAD W3- 3o(CA) NAB MTM TBJ BY CHK A.PRV N C T D OO II W3 -1 SPEED LIMIT 45 R2 -1 (45) W4 -2 WILSON &COMPANY 625 E. CA.RNEGIE DRIVE STE. 100 SAN BERNARDINO, CALIFORNIA 92408 PHONE: (909) 806 -8000 FAX (909) 806 -8099 Q�yOFES S IOV No. 678 1 CIVIL P�� F IAC(FO�� DO NOT PASS R4 -1 DESIGNED BY DATE ELM 8 -15 -11 DRAWN BY ENCINITAS ENGINEERING DEPARTMENT SCALE 8 -15 -1: NAB CHECKED BY PDeuc IMPROVEMENT SANTA FE DRIVE PEDESTRIAN UNDERPASS PLANS EoR: RECOMMENDED 8 -15 -1: MTM 1143800 PRJ. ENG. BY: AND SIGN PLAN 8 -15 -11 MTM ROBERT SLOUGH DATE: 100% SUBMITTAL SET AUGUST 2012 30' ZONE AHEAD R2- 4(30)(CA) DATE: �3 BIKE LANE R81 (CA) San Diego's Regional Planning Agency F scALE 1 "= ao' s 1 oo93 -.s'.: CITY OF ENCINITAS ENGINEERING DEPARTMENT SCALE AS SHOWN PDeuc IMPROVEMENT SANTA FE DRIVE PEDESTRIAN UNDERPASS PLANS EoR: RECOMMENDED APPROVED PAVEMENT DELINEATION 1143800 BY BY: AND SIGN PLAN DRAWING NO. SHEET NO. ROBERT SLOUGH DATE: �RE� SHIELDS DATE: SP -01 R 66 1 oo93 -.s'.: