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VICINITY . : . : . - ��o SCALE : PAVEMENT � '�. : 0'3 :_ �-'_ � Itlw . ►� Tr . . . . R . 'SHIN NE CURB . . . r + � 'H' I I w „ 4 :I' �I . .. __ , _ __ . , >_ _. ._. __ ._ : � - . _, __., . ._. __ 1"' _... �.. SNI NER y. © 0 6., ' _ ` 10 0 @ SIDEWALK ' ,� � O -- v /'� : : : ;. OD # ��.I Z fn ENEALL WORRSSHA L BE DONE CCO . N _ ;_ ; _ .. ♦ . .. 1. L IN A RDANCE WITA THESE PLANS, THE CITY m K p : - I {- M o° I 0- SECTION 'A-A' SECTION 'B-B' OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS EX15T. UTU RE �- O b� (» /`� .i l� FOR PUBLIC WORKS CONSTRUCTION C RRENT ED T 0 N _. _. : ___: 6� - , _..... ._. ......_ -� _�.. _ U I I N CONTRACTOR O %� 3�0 -} 0 (J t 1� SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO + THESE STANDARDS AND SPECIFICATIONS, ; - -- - ..� • /,zst j►)r.r--� //�\ RIVE APPROACH DETAIL ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER tp fn - ( \r-!� J NTS POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC, SHOWN OR NOT j�� __. ? _a _ _ _ p ___ ' _ SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN %.. t };8g�_ f _ I AS STD 306 M ' '`� ii, W�Y PER ( 0 DIFIE D TO W-12 ) ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE � -I . : . . O O ' I _ N PLACE AS R IRED AT NO COST f t•$ m R�W 67, TOMTHEDCITYLOFARANCHO CUCAMONGA,I EQU �� Q O m - I 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA e"% : : : . _ .. _. _ ._........ .._. ._... ...... _ . _... ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT 0 T _... (�j . f 2 23 23' :_ } UCTION 0 : : : WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OFCWAY.R LA f 1' II' 4. THE STRUCTURAL SECTIONS SHOWN RE 30 5 + Q r- m t . . f 10 I I A MI IMU , AT THE COMPLETION OF . - - . - } I 5.* 5, ROUGH GRADING, SOIL TESTS, INCLUDINGN"R"MVALUES, SHALL BE TAKEN . . : . : - t K) I _ L AND A MATERIAL REPORT SHALL BE PREPARED BY A QUALIFIED SOILS , . . .� I E RE EXIST. A.C. ENGINEER. THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL : : . } HE CITY ENGINEER FOR HIS O SECTION AND , , _. . . . . . _ .. I . . . _ a �1 I T E VAR( VIEW AND EVALUATIONSUBAPPROVALOWILL BE GIVEN WHEN ALL - < , - CURB . : I . : ' : - ! > TREES VARIES �.` COgGVT STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET, . • ; R M N _. 5 ALL SEWER WATER E E T PROFILE SCALE - : I . 6 _.l -� �� �. L C RIC, GAS PHONE OR OTHER UTILITY _ MAINS R CROSSINGS SHALL BE CONSTRUCTED PRIOR TO Ill= I . -- --/ EXIST.A.0 PAVINGL OR I1. , I - O _ _ ..... ... _ _ GROUND TO RE- �� H 2 . • s o - e:'. 11 ON, T ERT. I"_ � I MAIN NATURAL VARIES: �` 6 COMPACTING ORIGINAL GROUNDMAND ALLSSUBCGRADES SHALL BECPERFORMED . , V . : : , 2 ADJACENT ZO TREES C" TO G" �J AT NO COST TO THE CITY OF RANCHO CUCAMONGA, A WRITTEN REPORT *� Q q -'y WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY PLAN SCALE ' 1 Is I9/ I 18+50 TO 19+0TI60 16 +OO TO 16+94.80 AND ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS I£ +50 TO 19+07.60 AND/OR SURFACING. I ' -20 I 7, AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE ®16+00 TO 16+54.80 ETI WA N DA AV E N U E SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: N.T.S. (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE, . SAWCUT 4 REMOVE ANY EXISTING (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT PAVEMENT LOCATED BENEATH SURFACING. 8. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF _f w .- � 1 PROPOSED OS E D CURB A GUTTER A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING 1 /` J ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR .13 . f J .� D � �I R/W QUALITYIBETTERATHANETHELNATIVETMATERIAL GRADE MATERIAL OF A 6`T' 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 21' 23' '23t DISCOVEREDLDURING RCONSTRUCTIONIONUPONEREQUESTD THESREQUIRED PLAN ¢ li � REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR J J r (' 1 J l' S Ill t ' 1 APPROVAL, m 4 �J _J l r �I „� 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, I O ��.� EXIST. A.C. HAZARD-FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION, SITE SHALL �W l J L_ 2?1 1 I BE CLEANED UPON REQUEST OF THE INSPECTOR. UQ SEE TR.130S2 YV `/ �I(ITM I I•�✓ EX.COBBLE 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING 3 3 OIJT a S� - - CURB GUT, REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND w]LN LANDSCAPE PLAN 3 3 4�u1 TREES _=- �,r-- ,L WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS 00 u(,�*r FOR CONSTRUCTION O Q 3-I� ` WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE �V O Q �iJXr GROUND TO REMAIN - / 7 �� ; ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND �j - �n 3 3 OF MEAN ERING 3 3 EXIST. A.C. STANDARDS. w o 0 Q n W 0 r_- �z� NATURAL ADJACENT .., 2 � pZ� N 0 r - WALK 8 - clo N�� TO TREES. VARIES: L I 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 7-5 +N +r O _f_N +N t 0 J ry Q"TQ 6" - �.� HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY C:41 TREES TO REMAIN- r� N e 4i Lo 41J I2 LuDry I I FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN PROTECT IN PLACE t �\ Qj ON THESE PLANS. 1_ (TYR) 96.29' � 20.0 � 91.00' 13. SHADING ON STREET PLANS INDICATE A,C, PAVEMENT, DETERMINED BY N -. STRUCTURAL SECTION, BE INSTALLED, X O /17(� CV(DC7 Jr d SAWCUT REMOVE ANY IG+9480 TO 18 }50 14, ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER, 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT, ,. Q I/ S ��•� / `Z� v 2 Z EXISTING PAVEMENT ETIWANDA AVENUE SHALL BE STAKED WITH 3' OFFSETS AT 12.5' INTERVALS, PLACE 3/4" _�y� O l- O DOWEL PINS AT ALL EXPANSION JOINTS, �1 'T� (o \ 1 LOCATED 6ENEATH PRO- 16. SUB-GRADE STARES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, O to � 4 6 EXIST. COBBLE C�° \ � tL �' a � "� �` �'' EXIST. COBBLE { N.T.S. �' �' .v^ CG N nj �C 4TQ POSED CURB .GllTTER SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE `,y�0 CURB # GUTTER ,y�0 ► ��,�• 1Yj ( O (h .•V \� CURB 4 GUTTER SET AT ALL HINGE POINTS, EDGE OR PAVEMENT POINTS WITHIN 0.01 pO \ FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. .I �J y� } �� ADDITIONAL STAKES NAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS, SUB-GRADE STARES SHALL BE IN PLACE PRIOR TO PAVING TO 0 5' - \ a O �� \ ^ N ��� TYPICAL S E C TIO N S PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. DL O !r! �Yj pj L! 17, IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 1 �. �. �. O• \\N \Q O I O O �� \ CJ �� \n' G \�' Y.I OJ Q STERILANT REGISTERED BY THE E,P.A, FOR USE UNDER A,C, AND P,C,C, O /1 O I �7 1Yj tij '� '+J,�G 2 \�V rj -1 r �, �\ SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED �, O t, 0, 2 '� 0 N O RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING, OO`�\� (V \\ \\ 0.� if �4� �X\G 18. ESTIMATE OF QUANTITIES IS PROYIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN '�� O^�� -Qpj!�� \\ \\ � !�� �\ �*/ DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A W� I� "T 18 :=- 1� 1 EXISTING CONTACT THE FOLLOWING, AS REQUIRED, k8 AOURS PRIOR TO EXCAVATION: BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT _ SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE W = 1 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. \1 tel/ N D� A.C. PAVEMENT GENERAL TELEPHONE COMPANY: (800) 422-4132 Z O p ��c1 O 280 SOUTH LOCUST 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND J O^ _ `� O N N W P.O. BOX 2920 ESTIMATE OF QUANTITIES, fn F=22 POMONA, CA 91766 20. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 <( N F-J �ij\ �- x ,� J 1 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. NI '� �I' ` f 4, r 21. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE PAVEMENT SHALL Q z4pt -7 U.-N �� N O Z u-go + 11 Q REET Yom( O � 0 �.� �'v4 ;� � ) I I cc BREA, CA 92621 COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS - 10 � CUCAMONGA CO, WATER DISTRICT: (714) 987-2591 REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER, L�-� �1 �� � ���� O 9641 SAN BF.RNARDINO ROAD f4 Q> � RANCHO CUCAMONGA, CA 91730 C5 �' 0 EXIST. COBBLE CURB 4 GUTTER L20 L��U `�� + ; SOUTHERN CALIFORNIA EDISON COMPANY: (714) 986-5861 ,t 1351 EAST FRANCIS STREET f' ONTARIO, CA 91761 ENGINEER'S NOTICE TO CONTRACTORS: E T I W A N D A AVENUE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR CONSTRUCTION NOTES & ESTIMATED QUANTITIES STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILAALE RECORDS, THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CITY CONFIRMED IN THE FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY DESCRIPTION OF REVISION DATE ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED APP'D. IMPROVEMENT, THE CONTRACTOR IS REQUIRED TO TARE DUE PRECAUTIONARY CONSTRUCT COBBLE CURB Q GUTTER PER STD.NO. 307 . 2I3 L.F. MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT CITY OF RANCHO CUCAMONGA OF RECORD OR NOT SHOWN ON THESE PLANS, 20----CONSTRUCT VARIABLE THICKNESS AC.OVERLAY. (MINIMUM P THICK) 6860 S.F. I"=20' 3 CONSTRUCT DRIVEWAY APPROACH PER DETAIL HEREON . 1200 S.F. Sl REET IMPROVEMENTS CONSTRUCT 10" A.C. BERM. 9S L.F. ETIWANDA AVENUE S>--CONSTRUCT SIDEWALK PER STD. N0.310 4 3I 1 . 1490 S.F. 6a-REMOVE EXISTING CURB. 95 L.F. CIVIL ENGINEERS NOTE TO CONTRACTOR: FROM STA. 16 + 00.00 TO STA. 19 t 07.60 7O--COLD PLANE: I" DEEP HEADER INTO EXISTING A.C. PAVEMENT. 1380 S.F. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COHPLP.TE BETWEEN BASELINE ROAD AND VICTORIA STREET RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 8D-INSTALL 15800 H PS STREET LIG H T - 1 EA. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND T R A C N O. 13052 PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE C DEFENDD INDEMNIFY ANDKHOLDHTHESOWNER ANDTTHEEEN6INEF.RTHARMLF.SS FROM APPROVED B Y \ D A I C Z, / � ,' ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE /'� 1 Q �� Q vl F x.141 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY CITY ENGINEER ` R.V.E. NO. 2n97 Q "Rl �y ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, _ DESIGN PREPARED UNDER RECOMMENDED 3' IT CIVIL `s A S M THE SUPERVISION OF: LID RCE 29243 v DRAWN SHEET * Exp. 3/31191 * CHARCHOL/HARTMAN & ASSOC. MDS C" � OF 1 l4rF of CAt`O) PLANNING • ENGINEERING • SURVEYING CHECKED CHARLES O. HARTMAN DRAWING NO. -s 26201 PASEO DE ALICIA • SUITE 100 EXP : 3/31/91 R.C.E. NO. 29243 -. LAGUNA HILLS, CALIFORNIA 92663•(714)681-4601 C O H DATE g-3 f�8 1 FILE NO. 1 -338