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3 PLANS FOR THE CONSTRUCTIO GENERAL NOTES OF DRAINAGE IMPROVEMENTS 1. A NO —FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT —OF —WAY. EL CAMINO REAL 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. IN THE 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. CITY OF ENCINITAS 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT —OF —WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 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 PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES SHEET INDEX TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON SHEET 1 TITLE SHEET SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE SHEET 2 EL CAMINO REAL STORM DRAIN IMPROVEMENTS CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND FACILITIES PRIOR TO THE START OF ANY WORK WHICH ARE CROSSING THE PROPOSED DRAINAGE SHEET 3 EL CAMINO REAL STORM DRAIN IMPROVEMENTS AND STREET IMPROVEMENTS, AND IS SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHALL N011FY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. A 6 6 R E VI A TI 0 N S S" NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE J UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL W CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE 0 0 SAN DIEGO GAS & ELECTRIC COMPANY. AC = ASPHALT CONCRETE LEB IA TELEPHONE: (800) 422 -4133 PVMT = PAVEMENT PCC = PORTLAND CEMENT CONCRETE Ln W PROJECT 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK UP = GUTTER LIP Z LOCATION NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. X —GTR = CROSS GUTTER ° EP = EDGE OF PAVEMENT o NOTICE: ALL TELPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE TC = TOP OF CURB n "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND FL = FLOWUNE APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. INV = PIPE INVERT 0 S21 MOUNTAIN VISTA DRIVE � TELEPHONE: (619) 546 -3606 = TB TOP OF BERM BC = BEGIN CURB S9 N�SPS 9. THE CONTRACTOR SHALL NOTIFY THE OLIVENHAIN MUNICIPAL WATER DISTRICT PRIOR TO STARTING WORK EC = END CURVE NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. BCR = BEGIN CURB RETURN ECR =END CURB RETURN o NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN (72.89) = EXISTING ELEVATION Fti z THE PROJECT AREA TELEPHONE: (760) 753 -6466 PCR = POINT OF REVERSED CURVE EN C INITAS (R) = RADIAL BEARING `� s 10. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK VERT. = VERTICAL NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. SANTA FE DR. 'Q HORIZ. = HORIZONTAL sq �r c tio NOTICE: ALL CABLE TV SERVICES WITHIN THIS PROJECT BOUNDARY ARE = q STANDARD DRAWINGS R SAN DIEGO REGIONAL STA D D D SD SD nn � r PVMT PAVEMENT �, F " UNDERGROUND INSTALLATIONS FOR LOCATION OF CABLES AND EXIST. = EXISTING APPURTENANCES CONTACT COX CABLE TELEVISION COMPANY. READ. = REQUIRED o S9 TELEPHONE: (800) 422 -4133 PVC = PLASTIC PIPE BIRMINGHAM J 11. THE CONTRACTOR SHALL NOTIFY LEUCADIA COUNTY WATER DISTRICT PRIOR TO STARTING WORK DRIVE W ��s NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. �P�G Pte. o - N0710E: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN nn THE PROJECT AREA TELEPHONE: (760) 753 -0155 �� VICINITY MAP 12. THE CONTRACTOR SHALL PROTECT ALL EXISTING LANDSCAPING, IRRIGATION AND IMPROVEMENTS P P NO SCALE NOT CALLED OUT IN THESE PLANS TO BE REMOVED. ANY LANDSCAPING, IRRIGATION AND EXISTING IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED TO THE SATISFACTION SYMBOLS of THE CITY AT NO COST TO THE CITY. SAN ELIJO EXISTING FEATURES LAGOON 13. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE ESTABLISHED AND REPLACED BY A REGISTERED ® WATER METER :.::: S21 CIVIL ENGINEER OR LICENSED LAND SURVEYOR. WATER VALVE wv p TELEPHONE RISER 14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC ® PULL BOX WORKS CONSTRUCTION (LATEST 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 (MARCH 1995 EDITION), CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY 1992 EDITION),AND THE SPECIAL PROVISIONS FOR THIS PROJECT. ALL WORK PRFORMED WITHIN THE CALTRANS RIGHT —OF —WAY SHALL CONFORM TO CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (LATEST EDITION). 15. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT —OF —WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE E PUBLIC RIGHT —OF —WAY DESIGNATED TO BE PROTECTED IN PLACE THAT IS DAMAGED BY THE CONSTRUC1ION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. cr,� cq >+J Q a U 7 Q � (n J lil Q W Q C 0 cn v z I<< 0 W cp > 0� DESIGNED BY DRAWN BY CHECKED BY Q N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT MJG APPROVALS CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: - -- - - - - - - - -- - - - -- - - BENCHMARK: A STREET CENTERLINE MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE DRAINAGE IMPROVEMENTS ON ELCAMINO REAL (MARKING B.C.) HORIZONTAL AS SHOWN 0021 - D CENTERLINE STATION 38 +84.95 DATE: LOCATION: 0.72 MILES NORTHERLY FROM BY: BY: EL C REAL ENCINITAS BLVD. VERTICAL AS SHOWN R.C.E. N0. LEROY BODAS RCE NO. 22312 ALAN ARCHIBALD RCE NO. 21869 ELEVATION: 143.935 DATUM: U.S.G. S. EXP. DATE: DATE: O Ll ENGINEER 6 �8 D/ Q WORK PROJECT NO. CMS97C SHEET 1 OF 3 � � � V t t +- t ' t � i j – t IS TH poxes f r _ ♦ � i t t _ . t ti l - – – - _ - - -- ♦ - - AD - -+ #1 i - - 31 PLAN 33 32 36 35 34 HORIZ. 1 " =20' SAWCUT AND REMOVE EXIST CURB AND GUTTER ONLY PROTECT EXIST. SIDEWALK REPLACE WITH CURB AND GUTTER PER SDRSD G -2 2 Z z 2 Z 2. Q cr Z cr X Z p W p p Z W M J Z W Z z 0 ° U- cZ–� u- U- co 1. w u- 1. O ° Z o + rn m j °'�> m 0= >; 6. 1. Z p I IY � �OZ d Oz + li 6 O W cD O in U) O N � 1, Go '� � M n 00 OD OR lq I� 0)) j cG m � > ui SAWCUT POR. EX. APRON o c� z °+° o p z Iv A ° ° + co cn I � W) + 1� N + + e� M�� N i + a I + N 6 F/C TO o F C TO �a 2 M M( DRIVEWAY WING N TRU T ,,� – ,� ° Q Lc) �n SAWCUT LINE + C/L PIPE �� N p c�� � � � N M to N 0 � on t � PROTECT EXIST. SIDEWALK UNLESS OTHERWISE NOTED _ TS TS TS T . TS " - — w — – -- - -- — Tg T T— -- -- -- - - " - w w — WV _ 1 � T 15 –DUCT TELEPHONE LINE SAWCUT N30 c � T T T EXIST. & JOIN I 4. z 95' " SAWCUT & JOIN w N 3, PROTECT IN PLACE 7, o 8 RELOCATE EX. WV 7. + C.4 8 ° O oz 8 + "� to O < Ln c Z �? _ 't REMOVE & REPLACE t � – me REMOVE &REPLACE i 7 ' NOTE: M * RE– STRIPE EXISTING BIKE LANE EXISTING TRAFFIC + ul EXISTING TRAFFIC I "� STRIPE AFTER CONSTRUCTION LOOPS & HOMERUN cc – LOOPS & HOMERUN 5 5 M Z n PROTECT IN IPLACE 5. W W W W F— <> W W W EXIST. 12" WATERLINE n I (n W W W I f to c ' 31 + 34 +00 N 15 32 16 W 33 +00 32 +00 W W ° 36 +00 I35 +00 Z W = U) REAL 4" HP GAS - AMINO 4" HP GAS — — -- —G — — — -- — —G 4 HP GAS G_ — — — EL - G- — 4" HP GAS —G— cc REMOVE EXISTING CURB /GUTTER REPLACE WITH SDRSD G2 CONSTRUCTION NOTES E - - REMOVE EXIST. CURB OUTLET 44 INSTALL 6 "DIA. PVC (SDR -35) PIPE. °o AND REPLACE WITH TYPE –A 55 INSTALL 6" PVC TEE PROTECT EXIST. SIDEWALK ° 0 6" CLASS II (D V) CURB OUTLET PER SDRSD D -25. BREAK INTO EXIST. 24" RCP AND UNLESS OTHERWISE NOTED 0 O O AGGRAGATE BASE v w INSTALL 10 L.F. OF 6" SLOTTED INSTALL CONCRETE LUG PER SDRSD D -63. N c D AAPPROVED 3 PER DETAIL 2 " CAP SHALL BE S LABEL D 3 N o -0 w SHOWN ON SHT. 3 "DRAINAGE" A CURE &GUTTER DETAIL 0) SAWCUT & REMOVE EXIST. A.C. PVMT. O8 — REMOVE AND REPLACE SIDEWALK PER 2 Ho sca�E a Q REPLACE PER TRENCH DETAIL SHOWN SDRSD G -7 SEE SLOTTED DRAIN DETAIL m Q ON SHT. 3 ON SHT. 5 –i Q oQ pw DESicNED BY DRAWN BY CHECKED BY APPROVALS I TY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. Qo� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE M.J.G. N PLANS PREPARED UNDER SUPERVISION Or RECOMM AA R vED PuBUC iMPROVEMENI ��ANS =oR: DRAINAGE IMPROVEMENTS -_ - -- - - - BENCHMARK: A STREET CENTERLINE MONUMENT - - - -- - _- -_ - - - - -- -- - II. 1 ATE: BY: � REAL 0021 - DI 1 20 D /if�" BY: i ON ELCAMINO REAL (MARKING B.C.) HORIZONTAL E L C A M I N 0 c°D CENTERLINE STATION 38 +84.95 LEROY ODAS RCE NO. 22312 A AN ARCHIBALD RCE N0. 21869 LOCATION: 0.72 MILES NORTHERLY FROM VERTICAL 1 " =2' R.C.E. N0. �14901 SH DATE: – ''O ENCINITAS BLVD. ENGINEER WORK PROJECT N0. CMS97C EET 2 OF 3 DAB' Y !/ EXP. - ELEVATION: 143.935 DATUM: U.S.G.S. t 1 ti +- }- f - - i - - - - -- - -- - - - - t - - - - _ -+-- - _ - - - - - -- - - - - -. - + - - - - -- -- - - - t - - + - - • i i- - - _ _ __ ___ -.. ._ _- __ - _.- -..} ♦- -1 _._ __ -_ .- - + -- - - - - t P.R()FIi. - - - - _- - + r PLAN 31 30 29 28 HORIZ. 1 =20 , 4.5': 30 +08.31 T035 +00.00 4.5'TO 5.5': 35 +00.00 TO 35 +02.42 5.5': 35 +02.42 TO 36 +37.20 EXIST CUR GUTTER & SIDEWALK PROTECT IN PLACE EXCEPT AS SHOWN ON PLAN 6" TYPE III B2 -AR 4000 a 0 ASPHALT CONCRETE a IU L----- - - - - SAWCUT & JOIN 2 I O O O p O TACK COAT EXPOSED FACE Q Q L - - - -- Q Q Q Q Q Q Q Q Q Q Q Q Q p 4 OF AC PAVEMENT O O O O O O TACK COAT EXPOSED Q O O O O O 1. U ` GUTTER FACE Q O O N z N N z L' METALLIC LOCATOR TAPE F C TO C L PIPE n o n n o rn C) 0 \_ 12" CLASS II T AGGREGATE BASE• I• ~ x MARAFI 14ON FILTER FABRIC 3 PROTECT "� �� N x (OR APPROVED EQUAL) IN PLACE ul CONSTRUCTION NOTES � 6" PVC PIPE SDR -35 4" 3 4" CRUSHED ROCK � 1a- REMOVE EXIST. CURB OUTLET i AND REPLACE WITH TYPE -A N ' I w w— w —w CURB OUTLET PER SDRSD D -25. -4 T T TRENCH DETAIL T INSTALL 10 L.F. OF 6" SLOTTED SAWCUT EXIST. 15 -DUCT TELEPHONE LINE 2. DRAIN (NEENAH R -3599A OR 0 &JOIN 4. 7 Z PROTECT IN PLACE NO SCALE APPROVED EQUAL). SEE SLOTTED 0 F C TO N 8 DRAIN DETAIL HEREON. ti 0 SAWCUT LINE t 3a SAWCUT & REMOVE EXIST. A.C. PVMT. N + it REPLACE PER TRENCH DETAIL SHOWN re) 5. HEREON. Z W W N W EXIST. 12" WATERLI W W 4�- INSTALL 6 "DIA. PVC (SDR -35) PIPE. Q F-- NOTE: / REMOV RB & GTR & REPLACE 5. INSTALL 6" PVC TEE. EXIST. SIDEWALK AS REQ DON W W RE- STRIPE EXISTING BIKE LANE EXIST.. PER SDRSD G -2 7. INSTALL CLEANOUT PER SDRSD S -3 W STRIPE AFTER CONSTRUCTION 28 +00 PER SDRSD G -7 2 31 +00 30 +00 / 29 +00 REMOVE AND REPLACE SIDEWALK PER W � - - I I I W + 1 SDRSD G -7 SEE SLOTTED DRAIN DETAIL W Z O / •: . a • ON SHT. S w REAL CAMINO V) EL i - G- G 4" PEHP GAS Q O Q O�O�O � OQOQO 0 0 O O O 0 0 4. w � �UJ SLOTTED DRAIN DETAIL 0 Q� J • N O SCALE a UL_ a ° J lil< W o U ° Z Q as ow to w °r) DES G NED BY DRAWN BY C HECKED BY APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. Q 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE M.J.G. PLANS PREPARED UNDER SUPERVISION OF RECOMME ED A OVE© PuBUc MPROVEM CLANS FOR: BENCHMARK: A STREET CENTERLINE MONUMENT �A DRAINAGE IMPROVEMENTS ON ELCAMINO REAL (MARKING B.C.) HORIZONTAL 1 " =20' DATE: BY: / BY: CENTERLINE STATION 38 +84.95 0021-DI LEROY ODAS RCE 0. 22312 LAN ARCHIBALD RCE NO. 2186 EL C REAL LOCATION: 0.72 MILES NORTHERLY FROM VERTICAL 1 " =2' R.C.E. N0. LEI ENCINITAS BLVD. ENGINEER DATE: DATE: - � 'O ELEVATION: 143.935 DATUM: U.S.G.S. EXP. WORK PROJECT N0. CMS97C SHEET 3 OF 3