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PARK-RSF-1 PLANS FOR THE CONSTRUCTION OF STREET IMPROVEMENTS RANCHO SANTA FE ROAD IN THE CITY OF ENCINITAS ABBREVIATIONS SHEET INDEX GENERAL NOTES AC = ASPHALT CONCRETE BCR = BEGIN CURB RETURN 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT PVMT = PAVEMENT ECR = END CURB RETURN SHEET 1 TITLE SHEET SHEET 8 -LONE JACK ROAD FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. PCC = PORTLAND CEMENT CONCRETE (72.89) = EXISTING ELEVATION SHEET 2 - TYPICAL SECTIONS SHEET 9 -DETAILS SHEET LIP = GUTTER LIP PCR = POINT OF REVERSED CURVE X -GTR =CROSS GUTTER (R) = RADIAL BEARING SHEET 3 - RANCHO SANTA FE ROAD SHEET 10 - WALL DETAILS EP = EDGE OF PAVEMENT VERT. = VERTICAL SHEET 4 - RANCHO SANTA FE ROAD SHEET 11 -STRIPING PLAN 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. TC = TOP OF CURB HORIZ. = HORIZONTAL SHEET 5 - RANCHO SANTA FE ROAD SHEET 12 FL = FLOWLINE SDRSD = SAN DIEGO REGIONAL SHEET 6 - EL CAMINO DEL NORTE THRU LANDSCAPING PLANS 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL INV = PIPE INVERT STANDARD DRAWINGS SHEET 7 - LONE JACK ROAD SHEET 14 OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. TB = TOP OF BERM EXIST. = EXISTING BC = BEGIN CURB READ. = REQUIRED 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, EC = END CURVE PVC = POLYVINYL CHLORIDE PIPE CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. SYMBOLS 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE EXISTING FEATURES N 10109.4113 PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES E 963/ IP 3.7459 TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD ® WATER METER ® WATER VALVE PALM RE 6404 N 10856.6763 OR NOT SHOWN ON THESE PLANS. O POWER POLE Q TELEPHONE RISER E 9945.5191 730 }I EUCALYPTUS o'ao FD. WELL MON. � 6. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON 00a FIRE HYDRANT ® CATV RISER SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE GUY WIRE ® PULL box EUC VI) < I "� CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND - YUCCA G 3 m� t0 n FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS GAS VALVE I ' °f o ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 1 0< HOSE BIB I NIN I N 10000.0000 N 10778.6605 31 5 N 11132.9533 tO • MAIL BOX STREET NAME SIGN BUSH N E 10000.0000 n_ E 10275.0607 n E 10210.4170 N U) rn M 7. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO so STORM DRAIN MANHOLE ❑ CAN PB z n 2 "IP LS 3065 FD. NOTHING U FD 3/4" IP 7 o $ /7 ry i EDGE OF PVMT. SET PK NAIL n^ NE coR. LOT 3 STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH Q SIGN �-0 STREET LIGHT �° -TREE - - - - - zN zW � COMPANY REPRESENTATIVES. -�-*- - Os SEWER MANHOLE 0 TELEPHONE MANHOLE o t N9221.0668 _N 15'06'25" E 806.82' _ I N15 '07'19 "E _ ° v ° rJ15' oi'is� o = 53'D6'00" NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE PINE B _ _ _ _ ASIS O BEARI 806.59 o 365.64' R = 400.00 "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL L = 3 PT. CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE RANCHO ~ SANTA FE ROAD RD. PT. 3 3r N 06'20'09" E N 11235.9885 SAN DIEGO GAS &ELECTRIC COMPANY. E 9789.7264 O t.3s E 9919.6530 TELEPHONE: (800) 422 -4133 FD. 1 -1/4" IP LS 4368 I NIM I PROJECT I Lo Cn I B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK PROPOSED FEATURES I z I HORIZONTAL CONTROL I Z"'I NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. Z NOTICE: ALL TELPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE o I DIAGRAM W a 40 40 0'40 "UNDERGROUND INSTALLATIONS ". 5" ASPHALT CONCRETE (TYPE III C2- AR4000) U NO SCALE OVER 10" CRUSHED AGGREGATE BASE. TELEPHONE: J (619) 546 -3606 W N 10672.5318 4" ASPHALT CONCRETE (TYPE III C2- AR4000) E 10577.8364 OVER 6" CRUSHED AGGREGATE BASE. N 9890.8610 FD. 3/4" IP W /NAIL C. THE CONTRACTOR SHALL NOTIFY THE OLIEVENHAIN WATER DISTRICT PRIOR TO STARTING WORK FD. 1 03 2" SQ. PIN NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 3" ASPHALT CONCRETE (TYPE III C2- AR4000) OVER 6" CRUSHED AGGREGATE BASE. D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK p . NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. ° .. PORTLAND CEMENT CONCRETE (560 -C -3250) NOTICE: ALL CABLE N SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". 800 3" AC WALKWAY (TYPE III C2- AR4000) 511 TELEPHONE: � ( ) 422 -4133 w LEUCADIA BLVD. z 8. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN > a s PLACE. NO LANSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR z 9 ti r 91 APPROVAL OF THE CITY. o r 9. CONTRACTOR SHALL PROVIDE 2:1 SLOPE BEHIND SIDEWALK TO EXISITING GRADE AS SHOWN �y PROJECT ON TYPICAL SECTIONS ON SHEET 2. LIMITS OF SLOPE GRADING ARE NOT SHOWN ON PLANS C? LOCATION IN ALL AREAS. n S21 n S kolvE 10. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY S9 E B�Np• eC CAM�H CK RoAD INSPECTOR. D De( NoR� 11. CONTRACTOR SHALL RELOCATE ALL INTERFERING MAIL BOXES PER DETAIL AS SHOWN ON THESE PLANS. E N C I N I TA S m����� 12. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC �0 9s WORKS CONSTRUCTION (1994 EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO SANTA FE DR. S Iq THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO gtiTC REGIONAL STANDARDS COMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (MARCH 1997 9 po qFF EDITION), CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY 1992 EDI110N),AND 2 THE SPECIAL PROVISIONS FOR THIS PROJECT. �o ? S9 13. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT -OF -WAY DESIGNATED TO BE REMOVED SHALL 9 � BIRMINGHAM BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE BY c� PUBLIC RIGHT DRIVE w P�G1P CONSTRUCTION OF THE PRO ECT BE REPAIRED BY THE COST T THE CITY. O 14. THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. SA" VICINITY MAP EUJO LAGOO NO SCALE S21 CD REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED Y BY CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK: OC -0073 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APP OVE PUBLIC IMPROVEMENT PLANS FOR: DESCRIPTION: CHISELED SQUARE IN TOP OF CONC. HEADWALL HORIZONTAL AS SHOWN DAB: RANCHO SANTA FE ROAD 0023 -SI w LOCATION: 23' WESTERLY OF RANCHO BY: BY: OLJ < SANTA FE RD. & 60' S'LY EL VERTICAL AS SHOWN R.C.E. N0. CAMINO DEL NORTE A / m o ELEVATION: 119.476 DATUM: ENGINEER DA 9- 6 - ! DATE: 6 -48 EXP. W ORK PROJECT N0. SHEET a 1 a PLOTTED: 13/27/98 40' WIN 27.00' 27.00' - 112 - - - z 15.00' 10 � 6 NOTE 128 / - 128 THESE TYPICAL SECTIONS REPRESENT U GENERAL CONFIGURATIONS OF THE - -- PROJECT. PLEASE REFER TO THE PLAN 4_ C 19.50 10+63.46 To n +so 19.50'-10+63 46 Toil +so 3 2 :1 SHEETS FOR SPECIFIC VARIATIONS, TAPERS ETC. \ TAPER TA ER 15.57' -12 +10 11.02' -11 +94/25 i DISPOSITION NOTES -SAWCUT EXISTING A.C. PAVEMENT i 108 & SUBGRADE \. ` a 3 6 �� 4 CRUSHED AGGREGATE 5❑ REMOVE EXISTING A.C. PAVEMENT BASE UNDER CURB - \ : VARIABLE SLOPE EIS 1 SLOPE EXTENDS 2:, IF ©- REMOVE EXISTING A.C. BERM � 5 y BE ONO PROPERTY LINE \\ 124 - 124 1 JOIN EXISTING A.C. PAVEMENT - \ TOE OF SLOPE r 40 RT. MAX. SHOWN AT''i STA. 1100 TION NOTES SHOWN AT STA. 14 +I50 EL CA MINO DEL NOR CONSTRUC RANCHO SANTA FE ROAD � 1O- CONSTRUCT 5" A.C. PAVEMENT (TYPE III C2- AR4000) TAPER 20 OVER 10" CRUSHED AGGREGATE BASE. 104 - J \\ - 2O 19.50' 0 18.03' -7 +90 3O- CONSTRUCT 6" A.C. BERM PER SDRSD G -5 (TYPE A) -20 0 20 40 8 +40 TO 9 +36.61 19.50' -9 +00 TO 9 +39.34 6 +90 TO 9 +26.61 3A 5 3�- CONSTRUCT 6" A.C. BERM PER SDRSD G -5 (TYPE G) 6 a 3 © CONSTRUCT 4" A.C. PAVEMENT (TYPE III C2- AR4000) \ - - - 6 i OVER 6 CRUSHED AGGREGATE BASE. 33' -4" _ 1 - 2.1 10 - CONSTRUCT CURB AND GUTTER PER SDRSD G -2 (TYPE G) \\ r 2,1 ® CONSTRUCT 3" AC SIDEWALK (TYPE III C2- AR4000). - - 2 � \ 112 6 - - \ 112 10 \ 7 40.00' SHOWN AT STA. 9 +I00 \\ EL CAMINO DEL NORTE \ \ 27.00' 27.00' \ 10 6 5 a" 108 108 r 3 -20 0 20 TAPER 19.50' VARIABLE SLOPE 13.98-6+90 IF 2:1 SLOPE EXTENDS 19.50' -8 +40 4 \ WINE C RUSHED AGGRE GATE BEYOND PROPERTY LINE ' \ q 4 BASE W EDN R CURB _ - _�- \ 6 +90 TO 9+26.61 3A EP 5 4 - � EP -- -- SHOWN AT STA. 11 +50 \\ 21 2:1 \� 5 a \ TOE OF SLOPE - � - 3 RANCHO SANTA FE ROAD \ ao RT. MAX. _; - I _ r - - 40 -20 0 20 \ 104 - - - 6 TAPER -20 0 20 4 +92.13 13.6 27.00' 6 SHOWN AT STA. 11 +00 a 9 +47.13 27.00 7 +93.92 EC TO 9 +43.92 BC " _- o s +00 TO 17 +00 6 _ 120 20 SHOWN AT 7 LONE JACK ROAD - 120 a' w 3 - 20 - 2:, 6 - _ EL CAMINO DEL NORTE TAPER ;.` .:.:.;..:` 5 \ \ 3 20.00' 6 +68.48 TO / \ 5' TAPER 23.00'- 20.00' TAPER 27.00'- 16.21' 9 - 19.50 6 +79.80 19.50 2 92 19.50'TO 9 +37.05 6 +79.8 0 TO 9 +38.93 \ \ - _ R -20 +69.22 1 +60.03 EC -22 +79.55 4' 3 5 T 4 / 1 104 18 +63.05 BC 2:1 \ 2:1 3 5 a - 3 2:1 _ � _ SF�OWN AT ,STA. 9 +00 - _ : -- & - -- - RANCHO_ SANTk 116 - -40 -20 0 20 40 20 ' \ . `.. .. \ 6 SHOWN AT STA. 20 +50 es - - - - 17.50' 100 - 20 . RANCHO SAN oTA FE ROAD _ -20 0 20 ss - TAPER 6 +02 To 7 +03.92 ec - 20 SHOWN AT STA. 7 +50 4 +92.13 13.6 17.50'- 27.00' -_ _ 9±4 7-1327 7 +03.92 BC TO 7 +93.90 EC \ i VARIES 4' 0.00' -6 +00 4' 40' LONE JACK ROAD 15.00' -9 +b0 6 TAPER 23.00'- 20.00' TAPER 27.00'- 16.21' 2:1 6 18 +63.05 BCR- 20+69.22 18 +60.03 EC -22 +79.55 15.00' -17 +00 3 124 i 5 3 J TAPER TAPER P 7.34' -4 +79.80 SHOWN AT - -i 3 - 6 - -..:..:... -- 4 _ ,. STA. 6+ 0 z:, \ �. �� U 6 _ - 84 -- 84 R ANCHO SANTA FE R AD _ l04 s 1s.so- s +7s.8o 5 -20 0 20 4 1 P TAPER 4 +92.13 13.6 \ - - \ 9 +47.13 27. - - \ \ VARIABLE SLOPE VF5� IF 2:1 SLOPE EXTEDS a 9 SHOWN AT $TA. 19 +00 \\ BEYOND ROPERTY --- --- J - -__ RANCHO SANTA FE ROAD \ 80 s 80 \ SHOWN AT STA. 5+ -- 3 4 124 100 - TOE OF SLOPE \ 40 RT. MAX. 11 50 LONE JACK ROA 1 6 -20 0 20 20 SHOWN AT STA. 5 +50 20 -20 0 20 40 RANCHO SANTA FE ROAD 0 } REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CI TY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. N BENCHMARK: OC -0073 DESCRIPTION: CHISELED SQUARE IN TOP OF PLANS PREPARED UNDER SUPERVISION OF RECOMME D APP OVED PUBLIC IMPROVEMENT PLANS FOR: CONC. HEADWALL HORIZONTAL 1 " =10' TYPICAL SECTIONS a LOCATION: 23' WESTERLY OF RANCHO DATE: RANCH 0 SAN TE FE ROAD 0023 - SI SANTA FE RD. & 60' S'LY EL VERTICAL BY: BY: NORTE 1 ° =2' - ELEVATION: 119.4 60 DEL DATUM: ENGINEER E P WORK PROJECT NO. E. N0. DA : ¢- -f DATE: a CMS 96E SHEET 2 OF 14 PLOTTED: 3/30/98 S! N a•aIa••i�ii ��_ _ _N SSS i!_!_____N_CiN_ i__ __ N� E i i !! !! J•l i 11 -� -- !! iiii N _N N i!!ii ! N i ! i� i•w•.- r.C_! ___!_ ! C !!!!JH•� -a•�i� �_� ClN��,i S= � _S_S_S!!i!_!_i_S I -_ _i_rl•! _� !! ^I� l !! ! i • J N ! . -•i _� !! C_•• ! 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